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HomeMy WebLinkAboutTruss® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: J33967 - J33967 GHO Lot 53 Boyer Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tam a, FL 33610-4115 Customer Info: GHO HOMES Project Name: Boyer Residence Model: Biscayne Gran�e Lot/Block: 53 Subdivision: Meadow Wood Address: Lot 53 Meadow Wood ' City: Ft. Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name;.Dvn,q lcl T /V"4a--- License #: 5ZD q Address: y / f, 3 fc v �� an o�- ff • State: CitT f� c u ti 3y98�- fti• General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighH Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 56 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date No. Seal# Truss Name I Date 1 IT11317944 —CA 6/8/17 118 1 T11317961 —HJ7 6/8/17 12 I T11317945 I —CAA 16/8/17 119 I T11317962 I —HJ8 16/8/17 13 I T11317946 I —CJ 1 B 16/8/17 120 I T11317963 I A01 16/8/17 4 1 T11317947 1 —CJ3 6/8/17 121 1 T11317964 1 A02 /8/17 5 IT11317948 —CJ3A 6/8/17 122 1 T11317965 I A03 6 1 T11317949 1 —CJ36 618/17 123 1 T11317966 I A04 1 . 7 1 T11317950 1 —CJ5 6/8/17 124 1 T11317967 1 A05 8 IT11317951 I —CJ5A 6/8/17 125 1 T11317968 1 A06 6/8/17 9 IT11317952 I —CJ7 6/8/17 126 1 T11317969 I A07 6/8/17 110 I T11317953 1 —EJ2 16/8/17 127 I T11317970 I A08 16/8/17 I11 I T11317954 I —EJ2A 16/8/17 128 I T11317971 I A09G 16/8/17 112 I T11317955 I —EJ3 16/8/17 129 I T11317972 I Al 1618/17 113 I T11317956 I —EJ7 16/8/17 130 I T11317973. I Al 1 16/8/17 114 1 T11317957 I —ERA 16/8/17 131 I T11317974 I Al2 16/8/17 1 115 I T11317958 I —EJ8 16/8/17 132 I T11317975 I A13 16/8/17 1 116 I T11317959 I —EJ14 1618117 133 I T11317976 I A14 16/8/17 1 117 I T11317960 I —HJ3 16/8/17 134 1711317977 I A15 16/8/17 J The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these.truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSl/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPjl1, Chapter 2. r 11t A - AP No 3.9080 z • 8'T OF a;�• Thomas A Albaril FE W39381Y MY11W sA; Inc: FLCerk 6634 - 6904 Pa*6.Mt BIvd.7aatpa;FL336i0 Date:. June 8,2017 Alban, Thomas 1 of 2 W RE: J33967 - J33967 GHO Lot 53 Boyer Residence Site Information: Customer Info: GHO HOMES Project Name: Boyer Residence Model: Biscayne Grande Lot/Block: 53 Subdivision: Meadow Wood Address: Lot 53 Meadow Wood City: Ft. Pierce State: FL No. I Seal# Truss Name Date 35 1 T11317978 IA16G 6/8/17 136 1T11317979 I B01 16/8/17 137 IT11317980 I B02 16/8/17 138 IT11317981 I B03 16/8/17 139 IT11317982 I B04 16/8/17 140 IT11317983 I B05 16/8/17 141 IT11317984 I B06 16/8/17 142 IT11317985 I B07G 16/8/17 143 IT11317986 I C01 16/8/17 144 IT11317987 I CO2 1 6/8%17 145 IT11317988 I CO3 1 6/8/17 146 IT11317989 I C04 16/8/17 147 IT11317990 I C05G 1 6/8/17 148 IT11317991 I D01 16/8/17 I 149 1T11317992 1 D02G 16/8/17 I 150 1T11317993 I E01 16/8/17 I 151 1T11317994 I E02G 16/8/17 I 152 1T11317995 I E03 16/8/17 I 153 1T11317996 I E04G 16/8/17 I 154 1T11317997 I FG01 1618/17 I 155 1T11317998 I FG02 16/8/17 I 156 1 T1 1317999 1 MV2 16/8/17 I 2 of 2 Job + Truss Truss Type City Ply J33967 GHO Lot 53 Boyer Residence T11317944 J33967 • —CJ1 JACK -OPEN 10 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:41 2017 Page 1 I D:6z11 mLrNk_el6oOuhJmH5rzNV C-ERAhXXAvR4QvYJPr4cifLldgasA7ghA2duvJxLz8Leu 1-9-8 ' 0-2-8 ' 1-0-0 I-M Scale = 1:9.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.00 10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014fFP12007 Matrix -MP Weight: 11 lb- FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=-39/Mechanical, 2=340/0-8-0, 4=-67/Mechanical Max Horz 2=111(LC 8) Max Uplift 3=-39(LC 1), 2=318(LC 8), 4=-67(LC 1) Max Grav 3=62(LC 8), 2=340(LC 1), 4=95(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) 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, 4 except (jt=lb) 2=318. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M oTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job t Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317945 J33�J67 ' —CJ1A JACK -OPEN 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:41 2017 Page 1 I D:6zi l mLrNk_el6oOuhJmH5rzNUC-ERAhXXAvR4QvYJ Pr4oifLldgasA9ghA2duvJxLz8Leu .2-0-0 ,-0-2-8, 1-0-0 1-9-8 0-2-8 1-0-0 Scale = 1:9.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.00 10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -MP Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4SPNo.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-39/Mechanical, 4=-67/Mechanical, 2=340/0-3-0 Max Horz 2=111(LC 8) Max Uplift 3=-39(LC 1), 4=-73(LC 13), 2=-337(LC 8) Max Grav 3=56(LC 8), 4=82(LC 8), 2=34D(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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, 4 except (jt=lb) 2=337. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek* k•�' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job i Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317946 J33i867 ° —CJ18 JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:42 2017 Page 1 I D:6z11 mLrNk_e16oOuhJmH5rzN V C-iej3ktBXCNYmAS_t eVDutyArKGTgZ8QCsYesToz8Let i -2-0-0 r0-2-B i 1-0-0 1-9-8 0-2-8 1-0-0 Scale = 1:9.5 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.00 10 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.00 10 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=233/Mechanical, 4=-0/Mechanical Max Horz 3=632(LC 1), 4=738(LC 8) Max Uplift 3=-200(LC 8) Max Grav 3=233(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-653/668 BOT CHORD 2-4=632/738 Structural wood sheathing directly applied or 1-0-0 cc purlins Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) 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=(b) 3=200. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev. 1010312015 BEFORE USE. �` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance. regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317947 St967 r —CJ3 JACK -OPEN 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:43 2017 Page 1 ID:6zl1 mLrNk_el6oOuhJmH5rzNViC-AgHRyDC9zhgdncZDBCk7QAi03frQlbgL4COQ?Ez8Les -2-0-0 -2- 3-0-0 1-9-8 -2- 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.01 4-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=64/Mechanical, 2=328/0-8-0, 4=17/Mechanical Max Horz 2=163(LC 8) Max Uplift 3=-29(LC 5), 2=-215(LC 8) Max Grav 3=73(LC 13), 2=328(LC 1), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:14.6 PLATES GRIP MT20 244/190 Weight: 17 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus O 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 at=lb) 2=215. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED.MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J33967 GHO Lot 53 Boyer Residence T71317948 J33y67 —CJ3A JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:44 2017 Page 1 ID:6zl1 mLrNk_e16oOuhJmH5rzNV C-eOrg9ZDnk?oUPm7PIwFMzNFBp3AJ12gUJs7zYgz8Ler -2.0-0 2- 3- 2-7-0 0-0 1-9-8 -2- 2-7-0 0O NO 2-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.01 6-12 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=78/Mechanical, 2=329/0-8-0, 5=8/Mechanical Max Horz 2=163(LC 8) Max Uplift 4'=-26(LC 5), 2=-215(LC 8) Max Grav 4=90(LC 13), 2=329(LC 1), 5=15(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:14.6 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer . Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft;,L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=215, AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 1 Truss Truss Type City Ply J33967 GHO Lot 53 Boyer Residence T11317949 J33967 ' —CJ3B JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun8 12:13:44 2017 Page 1 ID:6zl l mLrNk_el6oOuhJmH5rzNV C-eOrg9ZDnk?oUPm7PIwFMzNFBp3AA12vUJs7zYgzBLer -2-0-0 2-7-0,3-0-0 , 2-0-0 2-7-0 0-5-0 2-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.01 6-12 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB ,0.00 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=48/Mechanical, 2=329/0-8-0, 5=37/Mechanical Max Horz 2=163(LC 8) Max Uplift 4=-16(LC 5), 2=-215(LC 8), 5=-7(LC 5) Max Grav 4=55(LC 13), 2=329(LC 1), 5=47(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:14.6 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=215. A 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 �s 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 " fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job t Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317950 J33f;67 / —CJ5 JACK -OPEN 8 1. Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:45 2017 Page 1 ID:6zl l mLrNk_el6oOuhJmH5rzNV C-7DPCMvEPVIwL1 wicJdmbVboMuTSbmV9eYWIX46z8Leq 2-0-0 2 5-0-0 1-9-8 -2 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.02 4-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 4-10 >812 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=138/Mechanical, 2=397/0-8-0, 4=54/Mechanical Max Horz 2=217(LC 8) Max Uplift 3=-82(LC 8). 2=-207(LC 8) Max Grav 3=154(LC 13). 2=397(LC 1), 4=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:19.5 PLATES GRIP MT20 2441190 Weight: 23 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ot=lb) 2=207. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 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 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 J33967 GHO Lot 53 Boyer Residence T11317951 J33967 ' —CJSA JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:46 2017 Page 1 ID:6zI1mLrNk_el6oOuhJmH5rzNViC-bPzaaFE2Gc2Ce4HotLHg2oKV1tslVyOnmAc4cZz8Lep -2-0-0 -2- 2-7-0 5-0-0 1-9-8 0-2- 2-7-0 2-5-0 Scale=1:19.5 2-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.07 6 >822 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.16 6 >369 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 25 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 OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=167/Mechanical, 2=400/0-8-0, 5=28/Mechanical Max Horz 2=217(LC 8) Max Uplift 4=-79(LC 8), 2=-206(LC 8) Max Grav 4=186(LC 13), 2=400(LC 1), 5=55(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where,a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=206. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''Y2" gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall [ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job k Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317952 J36967 k -CJ7 JACK -OPEN 1 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:47 2017 Page 1 ID:6zl1 mLrNk_el6oOuhJmH5rzNViC-3bXynaFg 1 wA3GEs_Q2p3aOtgaH7xEPbl?gMd8?z8Leo 2-0-0 2-7-0 2-5-0 Scale = 1:19.5 2-7-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.05 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.11 6 >547 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2014lTP12007 Matrix -AS Weight: 25 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=122/Mechanical, 2=399/0-8-0, 5=72/Mechanical Max Horz 2=217(LC 8) Max Uplift 4=-63(LC 8), 2=-206(LC 8), 5=-8(LC 5) Max Grav 4=135(LC 13), 2=399(LC 1), 5=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 2=206. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317953 J3'�967 ` —EJ2 JACK -OPEN 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:49 2017 Page 1 ID:6zl1 mLrNk_e16oOuhJmH5rzMlC-7_fjCGHwZXQnVXONYTrXgRy1 Y4tWi19ET8rkDuzBLem -2-0-0 0-2- 2-0-12 1-9-8 -2 8 2-0-12 Scale=1:12.2 2-0-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC OA4 Vert(TL) 0.00 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 14 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=24/Mechanical, 4=-8/Mechanical, 2=309/0-3-0 Max Horz 2=138(LC 8) Max Uplift 3=-14(LC 5), 4=8(LC 1), 2=-236(LC 8) Max Grav 3=30(LC 13). 4=41(LC 8), 2=309(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Gt=lb) 2=236. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ■■�•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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job " Truss Truss Type City Ply J33967 GHO Lot 53 Boyer Residence T11317954 J33g67 ' —EJ2A JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:49 2017 Page 1 I D:6z11 mLrNk_e16o0uhJmHSrzNYC-?_fjCGHwZXQnVXONYTrXgRy2c4usil9ETBrkDuzBLem 1-10-8 2-0-12 Scale: 1"=V -7 2-0-12 -2-7 1-10-5 Plate Offsets (X Y)— 12:0-4-4 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 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 FBC2014/TPI2007 Matrix -MP Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-12 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=28/Mechanical, 4=3/Mechanical, 2=292/0-3-0 Max Horz 2=133(LC 8) Max Uplift 3=-15(LC 5), 4=3(LC 1). 2=-217(LC 8) Max Grav 3=34(LC 13). 4=35(LC 8). 2=292(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=217. ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 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 ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type City Ply J33967 GHO Lot 53 Boyer Residence T11317955 J13967 S —EJ3 JACK -OPEN 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:50 2017 Page 1 ID:6zl1 mLrNk_e16oOuhJmH5rzNV C-TAC5QcHYKrYe7hbZ5BMmCeVCI UEHRIPNhoaHIKz8Lel -2-0-0 -2 3-M 1-9-8 -2 3-0-0 "I 0 3-M Scale=1:14.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.01 4-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 17lb 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 cc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=64/Mechanical, 4=17/Mechanical, 2=328/0-3-0 Max Horz 2=163(LC 8) Max Uplift 3=-39(LC 5), 4=42(LC 5), 2=-272(LC 8) Max Grav 3=66(LC 13), 4=45(LC 3), 2=328(LC 1) FORCES.. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) 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, 4 except (jt=lb) 2=272. WARNING -Verily 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 HV building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ` Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317956 J3S967 ° —EJ7 JACK -OPEN 21 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:51 2017 Page 1 I D:6zl1 mLrNk_e 16o0uhJmH5rzNViC-xNmTdylA58gMrAmfut?ls2LPUOnACe WwSKrHmz8Lek 1-9-8 012-8 7-M 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.27 4-10 >314 240 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.30 4-10 >278 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=210/Mechanical, 2=478/0-8-0, 4=80/Mechanical Max Horz 2=271(LC 8) Max Uplift 3=-153(LC 8), 2=-347(LC 8), 4=-106(LC 5) Max Grav 3=215(LC 13), 2=478(LC 1), 4=125(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 12"=1' M 0 � M m PLATES GRIP MT20 244/190 Weight: 29 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left' and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) 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 Qt=lb) 3=153,2=347,4=106. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �ii�� il 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 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, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317957 J3�S967 ~ —EJ7A JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:52 2017 Page 1 ID:6zl1 mLrNk_el6oOuhJmH5rzNV C-PZKrglJorSoMM?IyDbOEH3aW9lk?vfug963OgCz8Lej -2-0-0 7-0-0 2-0-0 7-0-0 Scale: 12"=l' LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 7-0-0 CSI. DEFL. TC 0.66 Vert(LL) BC 0.86 Vert(TL) WB 0.00 Horz(TL) Matrix -AS REACTIONS. (lb/size) 3=210/Mechanical, 2=478/0-8-0, 4=80/Mechanical Max Horz 2=271(LC 8) Max Uplift 3=-130(LC 8), 2=-213(LC 8) Max Grav 3=232(LC 13), 2=478(LC 1), 4=125(LC 3) FORCES. (lb) -Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. in (loc) I/defl L/d 0.09 4-10 >886 240 -0.30 4-10 >278 180 0.00 3 n/a n/a T 0 m PLATES GRIP MT20 244/190 Weight: 29 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 3=130, 2=213. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 rev. 101031201S 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 g • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �iq.�` 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job a Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317958 J35967 ° —EJ8 JACK -OPEN 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:52 2017 Page 1 ID:6zl1 mLrNk—el 6oOuhJmH5rzNV C-PZKrglJorSoMM?IyDbOEH3aVtli2vfug963OgCz8Lej 2-0-0 2-7.0 7-0-0 2-0-0 2-7-0 4-5-0 Scale: 1t2"=1' 2-7-0 7-M 2-7-0 4-5-0 Plate Offsets (X,Y)—(1:0-2-4,0-0-81.13:0-0-10,0-2-81 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 CSI. DEFL. in (loc) I/defl Ud TC 0.74 Vert(LL) 0.17 3-5 >500 240 BC 0.98 Vert(TL) -0.37 3-5 >226 180 WB 0.00 Horz(TL) 0.18 5 n/a n/a Matrix -AS REACTIONS. (lb/size) 4=195/Mechanical, 2=481/0-8-0, 5=97/Mechanical Max Horz 2=271(LC 8) Max Uplift 4=-113(LC 8), 2=-212(LC 8), 5=-12(LC 8) Max Grav 4=215(LC 13), 2=481(LC 1), 5=123(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 31 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except Qt=lb) 4=113, 2=212. 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 11411-7473 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, notp�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J33967 GHO Lot 53 Boyer Residence T11317959 12�3967 Y —EJ14 JACK -OPEN 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:48 2017 Page 1 I D:6z11 mLrNk_el6oOuhJmHSrzNV C-Xo5K1wGIoDIwuNRB_mKl7DQspgXQzrv4EU5BhRz8Len -2-0-0 r0-2$ 1-4-0 1-9-8 0-2 8 1-4-0 Scale = 1:10.4 1-4-0 1-4-0 Plate Offsets (X,Y)— 11:0-2-4,0-0-81,12:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) 0.00 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 12 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-14/Mechanical, 2=317/0-8-0, 4=-39/Mechanical Max Horz 2=120(LC 8) Max Uplift 3=-14(LC 1), 2=-276(LC 8), 4=-39(LC 1) Max Grant 3=38(LC 8), 2=317(LC 1), 4=67(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=276. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type CIty Ply GHO Lot 53 Boyer Residence Y IJ33967 T11317960 J33967 -HJ3 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34945 t" ru s mar si zui i mi i eK mausmes, inc.i c. i nu dun a a:i 1 a 1 zu] r rage .1 ID:6zl1mLrNk el6oOuhJmH5rzNViC-66DFKgENnwd83EnOte7)dOGLctyglGbezyMUoPz8Jw6 -2-9-15 -2 4-2-3 2-7-11 -2 4-2-3 Scale = 1:16.7 4-1-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.01 8-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) 0.02 8-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 26 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=72/Mechanical, 9=0/Mechanical, 3=274/0-4-5 Max Horz 9=-269(LC 13), 3=288(LC 14) Max Uplift 8=-147(LC 8), 3=-326(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=94/299, 2-3=-80/315, 3-5=-78/481 WEBS 1-9=-269/101 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 147 lb uplift at joint 8 and 326 lb uplift at joint 3. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb up at 1-3-15, and 119 lb up at 1-3-15 on top chord, and 72 lb up at 1-3-15, and 72 lb up at 1-3-15 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=70, 5-6=-30, 7-10=20 Concentrated Loads (lb) Vert: 11=115(F=58,B=58)12=100(F=50,B=50) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss. system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply J33967 GHO Lot 53 Boyer Residence T11317961 J3b967 r —HJ7 DIAGONAL HIP GIRDER 4 1 Job Reference o tionat East Coast Truss, Ft. Pierce, FL 34946 2-7-11 3x4 = 5-1-9 8.110 s Apr 13 2017 MiTek 4-8-8 Inc. Thu Jun 8 12:13:55 2017 2x4 II 5 6 Scale = 1:27.9 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.38 BC 0.45 WB 0.38 Matrix -MS DEFL. in Vert(LL) -0.07 Vert(TL) -0.06 Horz(TL) 0.01 floc) I/deft Ud 9-13 >999 240 8-9 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 54 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 Tek recommends that Stabilizers and required cross bracing beinstalledduring truss erection, in accordance with Stabilizer tallation guide. REACTIONS. (lb/size) 3=480/0-10-15, 8=498/Mechanical, 10=0/Mechanical Max Horz 3=399(LC 14), 10=-297(LC 17) Max Uplift 3=-373(LC 8), 8=-197(LC 8) Max Grav 3=766(LC 28),8=566(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=250/333, 2-3=-237/345, 34=-1014/304 BOT CHORD 3-9=-314/852, 8-9=-314/852 WEBS 4-8=-859/355, 1-10=-297/267 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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 atjoint(s) except (jt=lb) 3=373, 8=197. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 138 lb up at 1-3-15, 120 lb down and 138 lb up at 1-3-15, 104 lb down and 56 lb up at 4-1-14, 104 lb down and 56 lb up at 4-1-14, and 160 lb down and 128 lb up at 6-11-13, and 160 lb down and 128 lb up at 6-11-13 on top chord, and 92 lb down and 95 lb up at 1-3-15, 92 lb down and 95 lb up at 1-3-15, 40 lb down and 3 lb up at 4-1-14, 40 lb down and 3 lb up at 4-1-14, and 50 lb down at 6-11-13, and 50 lb down at 6-11-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-5=70, 5-6=-30, 7-11=-20 7'ttes=ign' INGVerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE.lidfor use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notsystem. 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 properly damage. For general guidance regarding the r� Ir iTe k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317961 J33y67 Y —HJ7 DIAGONAL HIP GIRDER 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:55 2017 Page 2 ID:6zl1 mLrNk_el6oOuhJmH5rcNViC-q80_TKLh8NAwDSTXukyxviC5fVs66xn6r3l2RXz8Leg LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 14=115(F=58, B=56) 16=-79(F=-39, B=-39) 17=105(F=52, B=52) 18=6(F=3, B=3) 19=-51(F=-25, B=-25) 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 [�8�• 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317962 J33b67 —HJ8 DIAGONAL HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:56 2017 Page 1 ID:6z11mLrNk e16oOuhJmH5rzNVC-IKaMgfMJvhJnrc2jSRTASv17tv4drQYF4jlcz_z8Lef -2-9-15 :92 3-6-5 7-5-1 9-10-1 2-7-11 0- -4 3-6-5 3-10-12 2-51 3x4 = -0- 11 3 6-5 7-5-1 9-10-1 0- -11 3-6-5 3-10-12 2-5-0 Plate Offsets (X.Y)—I3:0-2-9.0-0-41.14:0-3-0,0-1-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(TL) BCDL 10.0 Code FBC2014/TP12007 Matrix -MS in (loc) Vdeft Ud 0.29 11 >393 240 -0.56 11 >203 180 I I I LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=542/0-10-15, 12=0/Mechanical, 9=469/Mechanical Max Horz 3=-620(LC 25), 12=721(LC 24) Max Uplift 3=-407(LC 8), 9=-190(LC 8) Max Grant 3=832(LC 28), 9=513(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-678/222, 2-3=-664/227, 4-14=-319/85, 4-5=875/276 BOT CHORD 4-10=-305/779, 9-10=-306/781 WEBS 1-12=-209/721, 5-10=-79/298, 5-9=-989/401 0.21 9 n/a n/a Scale = 1:27.9 2x4 II 6 7 PLATES GRIP MT20 244/190 Weight: 51 lb FT = 0% Structural wood sheathing directly applied or 1-4-12 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 lb uplift at joint(s) except Qt=lb) 3=407, 9=190. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 138 lb up at 1-3-15, 120 lb down and 138 lb up at 1-3-15, 96 lb down and 40 lb up at 4-1-14, 138 lb down and 57 lb up at 4-1-14, and 149 lb down and 106 lb up at 6-11-13, and 188 lb down and 132 lb up at 6-11-13 on top chord, and 92 lb down and 95 lb up at 1-3-15, 92 lb down and 95 lb up at 1-3-15, 40 lb down and 18 lb up at 4-1-14, at 4-1-14, and 58 lb down and 28 lb up at 6-11-13, and 19 lb down at 6-11-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 1010312015 BEFORE USE. �* Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall i•� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A ITeI�° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MVO 1 R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrP11 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 J33967 GHO Lot 53 Boyer Residence T11317962 J3�967 ` —HJB DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:56 2017 Page 2 ID:6z11 mLrNk_el6oOuhJmH5rzNViC-IKaMgfMJvhJnrc2jSRTASv17tv4drQYF4j 1 cz_z8Lef LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=70, 6-7=-30, 11-13=-20, 4-8=-20 Concentrated Loads (Ib) Vert: 16=115(F=58,B=58)17=-6(B)18=-91(F=-23, B=-68)19=105(F=52,B=52)20=-10(F)21=-44(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r ff building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317963 A3967 ` A01 Hip 1 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:58 2017 Page 1 ID:6z11mLrNk el6oOuhJmH5rzMlC-Ejh65LOZRIZV4wC6ZsVeXKgbUismJDFYX1Wj1sz8Led 22-7-12 8-0-12 14-7-0 22-04 2?4,0 28-4-9 34-1-5 39.3-7 W-0 8-0-12 6E-4 7-94 0442 5-8-13 5-8-13 12-1 5-8-9 0-1-12 Scale = 1:81.3 5x8 = a 6.00 22 21 20 19 3x4 — 4x6 =2x4 II 13 12 11 _ 3x6 = 3X6 3x4 II 2x4 II 3x8 = 3x6 4x8 M18SHS = 6x8 = 22-7-12 e-0-12 14-7-0 1 7- 22-4-4 22 0 28-0-9 341-5 1- 39-3-7 45-0-0 &0-12 6E-4 -0-0 6-9-4 0.1- 2 5-8.13 5-8-13 -0-0 42-2 S-&9 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.47 BC 0.52 WB 0.65 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.35 19 >999 240 Vert(TL) -0.91 17-18 >591 180 Horz(TL) 0.33 10 n/a n/a PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 273 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP 285OF 1.8E *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-20,8-12: 2x4 SP No.3, 19-21: 2x4 SP No.2 10-0-0 oc bracing: 18-20, 12-14 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-18, 6-17, 6-14 18-22,11-14: 2x4 SP 2850F 1.8E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=2047/0-8-0, 10=204810-8-0 Max Horz 1=-469(LC 6) Max Uplift 1=-662(LC 8), 10=658(LC 8) Max Grav 1=2137(LC 13). 10=2167(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3888/1214, 2-4=-4044/1298, 4-5=-4172/1531, 5-6=-2794/1052, 6-8=5078/1714, 8-9=4961/1531, 9-10=-4063/1238 BOT CHORD 1-22=-940/3694, 4-18=-616/365, 17-18=-399/2582, 15-17=-711/3195, 14-15=-711/3195,` 8-14=-461/275, 10-11=-999/3528 WEBS 2-22=-634/234, 18-22=-908/3681, 5-18=-707/1972, 6-17=-1398/485, 6-15=0/292, 6-14=-651/1875, 11-14=-978/3534, 9-14=155/970, 9-11 =1 009/336, 5-17=-331/1360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 1=662,10=658. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and'h" gypsum sheetrock be applied directly to the bottom chord. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317964 J33'967 r A02 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:13:59 2017 Page 1 1 D:6z11 mLrNk_e16oOuhJmH5rzNV C-ivFVIhOBCchMi4n17aOt4YNjp66Q2foimhGGalz8Lec -0-2-8 47-0.0 2-0-0 8-0-12 14-7-0 21-0-0 24-0-0 29-0.11 34-1-5 39-3-7 45.0.0 4 -8 1-9-8 8-0-12 6-6-0 6-5-0 3-0-0 5-0-11 5-0;11 5-2-1 6-8.9 0. -8 0-2-8 1-9-8 Scale = 1:90.2 5x5 = 5x5 = 6.00 12 6 7 2x4 11 4x6 5- 8 5 3x6 4x6 3x6 i 9 3x6 -z�- c� 3 4 10 3x6 'Z�' o 11 2x4 I I 2x4 11 2x4 II 2x4 II 2x4 = 0 2x4 1 2 1 ¢ 20 18 17 6x8 M 12 11'¢ r 39 19 • 0 25 24 _ 23 22 13 = = 3x8 = d d 4 6 = 3x6 3x8 4x6 16 15 14 3x4 11 3x4 II 3x8 = 4x6 6x8 = 7x8 = 6-0-12 14-7-0 15 7�0 21-0-0 24-0-0 29-0-11 34-15 35-1 5 39-3-7 45-0-0 ' 8-0-12 ' 6-6-0 1_0-d 5-5-0 3-0-0 5-0-11 5-0-11 1-0 4-2-2 5-8-9 Plate Offsets (X,Y)— 16:0-2-8,0-2-41.17:0-2-8,0-2-41.114:0-3-8.0-1-81.117:0-64.04-81,f21:0-5-8.0-4-121 125:0-3-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.39 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.99 18-20 >545 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.42 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 292 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 `Except* BOT CHORD Rigid ceiling directly applied. Except: 2-24,22-24: 2x4 SP No.2, 5-23,9-15: 2x4 SP No.3 10-0-0 oc bracing: 21-23, 15-17 WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 5-20, 9-18, 7-20, 7-18 21-25,14-17: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2191/0-8-0, 12=2193/0-8-0 Max Horz 2=483(LC 7) Max Uplift 2=-794(LC 8), 12=790(1_C 8) Max Grav 2=2268(LC 13), 12=2248(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3841/1200, 3-5=-4105/1289, 5-6=-2873/1056, 6-7=-2521/1007, 7-8=-3655/1387, 8-9=-3594/1216, 9-11 =-4974/1540, 11-12=-3888/1212 BOT CHORD 2-25=-843/3651, 5-21=-211/1082, 20-21=750/3872, 18-20=-358/2586, 17-18=-1083/4397, 9-17=-251/1081, 12-14=889/3359 WEBS 3-25=-725/243, 21-25=-829/3619, 3-21=0/300, 5-20=1590/528, 6-20=-288/981, 8-18=-485/292, 9-18=-1592/533, 14-17=-887/3374, 11-17=-188/1126, 11-14=-1108/353, 7-20=-219/361. 7-18=-572/1624 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=794, 12=790. 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 • Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317965 J3S967 A03 HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:01 2017 Page 1 I D:6z11 mLrNk_e16o0uhJmHSrzN ViC-fINFjNQSkDx4xNxhF_3L9zSOdwo9WZA?D?INeBz8Lea -0-2-8 47-0-0 r2-0.0 8-0.12 , 14-7-0 , 1s-0.0 , 26-0-0 31-0.2 34-1-5 39-3-7 asao afia-a 1-9-8 11 8-0-12 6-6-4 4.5-0 7-0-0 10_2 3-1-3 5-2-10.$8 0.2.8 1-9-8 Scale=1:90.2 2x4 II 2x4 I I 2x4 = 4x6 = 6.00 12 4x6 3x6 i US 34_ 5x8 = 20 25 24 23 22 3x6 3x6 3x4 11 US = 7x8 = 5x5 = 7 3x10 8 5x5 9 L3x6 10 16 19 18 17 4,6 = 2x4 II 15 14 13 3x8 = 3x4 II 3x8 = 8-0-12 14-7-0 1 -7 19-0-0 26-0-0 31-0-2 34-1-5 3 -1 39-3-7 45-0-0 8-0-12 6-6-4 1-0 35-0 7-0-0 5-0-2 3-1-3 1-0- 4-2-2 5-8-9 cn 0 m 2x4 11 2x4 It 2x4 = o0 12 d 4x6 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.39 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.91 18-20 >593 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.43 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 292 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 2-24,11-15: 2x4 SP No.1, 5-23,9-14: 2x4 SP No.3 10-0-0 oc bracing: 21-23, 14-16 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-20, 6-18, 8-18 21-25,13-16: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2=2190/0-8-0, 11=2195/0-8-0 Max Horz 2=-441(LC 6) Max Uplift 2=-793(LC 8). 11=-790(LC 8) Max Grav 2=2200(LC 13). 11=2198(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3755/1203, 3-5=-3914/1287, 5-6=-3067/1126, 6-7=-2692/1057, 7-8=3071/1123, 8-9=5089/1706, 9-10=-5024/1570, 10-11=-3799/1202 BOT CHORD 2-25=-846/3496, 5-21=-231/976, 20-21=-736/3625, 18-20=-461/2839, 17-18=-751/3398, 16-17=-751/3398, 9-16=-334/196, 11-13=-879/3303 WEBS 3-25=-682/248, 21-25=-844/3434, 3-21=0/269, 5-20=1292/449, 6-20=-293/1124, 6-18=-279/267, 7-18=-284/932, 8-18=-11651438, 8-16=-554/1693, 13-16=879/3390, 10-16=-266/1289, 10-13=-1373/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=793, 11=790. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'M" gypsum sheetrock be applied directly to the bottom chord. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317966 J3"3967 ° A04 HIP 1 1 Job Reference o ti0nal East Coast Truss, Ft. Pierce, FL 34946 8.11 U s Apr 13 ZU1 1 Mi I eK mc1ustnes, Inc. I hu Jun 6 1 Z:14:U3 ZU1 1 Pagel ID:6zl1 mLrNk_el6oOuhJmH5rzNMC-bgV?83RiGq BoBh43MP5pEOXP?jSP_P3HhJEUj4z8LeY -0-2-8 47-0-0 -2-0-0 8-0-12 14-7-0 17-0-0 22E-0 28-0-0 330-0 38$-104 45-0-0 4 -8 1-9, 8-0-12 6£-0 25-0 SSO 560 5-0-0 5-8-10 63-2 0. 1 0-2-8 1-9-8 Scale = 1:90.2 6.00 12 5x8 = 2x4 II 5x8 = 46 6 7 8 5 4x6 3x6 i 3x6 9 3x6 3 4 10 3x6 11 2x4 I I 2x4 I I m 2x4 II 2x4 II 2x4 = 2 2 .�� 17 2x4 = o 12 1 21 39 20 19 18 c 13 d d 26 25 24 23 3x6 = 3x8 = 4x6 = 15 14 16 6 d 4x6 —_ 3x6 _ 3x4 II 3x6 = 3x4 II 54 = 46 _ 6x6 = 7x8 = 17-0-0 8-0-12 14-7-0 1 7 22E-0 260-0 33-0-0 3 - 38-8-14 45-0-0 9-0-12 6-64 SS-0 SS-0 5-0-4 - 4-610 632 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.68 BC 1.00 WB 1.00 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.39 23 >999 240 Vert(TL) -0.92 17-18 >587 180 Horz(TL) 0.44 12 n/a n/a PLATES GRIP MT20 2441190 M18SHS 244/190 Weight: 294 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-24,9-15: 2x4 SP No.3 10-0-0 oc bracing: 22-24, 15-17 WEBS 2x4 SP No.3 'Except* WEBS 1 Row at midpt 9-18 22-26,14-17: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS. (lb/size) 2=2192/0-8-0, 12=2193/0-8-0 Max Horz 2=399(LC 7) Max Uplift 2=-793(LC 8), 12=-790(LC 8) Max Grav 2=2219(LC 13), 12=2220(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3762/1205, 3-5=-3924/1285, 5-6=-3339/1205, 6-7=-3143/1170, 7-8=-3143/1170, 8-9=3392/1172,9-11=-4723/1487,11-12=-3822/1212 BOT CHORD 2-26=-848/3503, 5-22=-248/1013, 21-22=730/3615, 20-21=-561/3119, 18-20=568/2958, 17-18=-1019/4207, 9-17=-235/1045, 12-14=-880/3319 WEBS 3-26=-677/247, 22-26=-843/3415, 3-22=0/291, 5-21=1239/418, 6-21=-325/1126, 6-20=130/478, 7-20=-423/203,8-20=-131/478,8-18=234/947, 9-1 8=- 15931543, 14-17=-874/3355,11-17=-130/943,11-14=-1029/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=793, 12=790. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'%" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, ]the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing L1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the @� I� iTek• 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 J33967 GHO Lot 53 Boyer Residence T11317967 J39967 . A05 HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:05 2017 Page 1 ID:6z11 mLrNk_e 16oOuhJmH5rzN V C-X3cmZkTyoSRWQ?ESUg7HJpdpgXEPSONa8djanyz8LeW -0-2-8 47-0-0 -2-0.0 7-9-0 15-0-0 1 7 22-4-4 30-0-0 3f�j 37-8-14 45-0-0 4 -8 1-9-8 7-9-0 7-2-12 0.7 6-9-0 7-7-12 6-8-10 7-3-2 0. $ 0-2-8 1-9-8 Scale=1:90.2 2x4 6.00 12 5x5 = 5 38 2x4 II 3x6 = 5x8 = 6 7 39 8 4x6 4x6 _- 6x8 =3x6 2x4 II 3X6 -_ 3x4 II 4x6 = 4x6 6x8 = 32-0-4 i 7-9-0 15-0-0 15r7�0 2144 30-0-0 31-0-0 37-8-14 45-0-0 7-2-12 0.7-b 6-9-0 ' 7-7-12�5-8-10 7_ LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 TCDL 15.0 Lumber DOL 1.25 BC 0.58 BCLL 0.0 Rep Stress Incr YES WB 0.69 BCDL 10.0 Code FBC2014rrP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP 285OF 1.8E BOT CHORD 2x4 SP 285OF 1.8E *Except* 9-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 14-17,21-25: 2x6 SP DSS, 11-17,3-21: 2x4 SP 285OF 1.8E OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2186/0-8-0, 12=2191/0-8-0 Max Horz 2=-357(LC 6) Max Uplift 2=-794(LC 8), 12=-792(LC 8) Max Grav 2=2235(LC 13), 12=2232(LC 14) DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.30 20 >999 240 MT20 244/190 Vert(TL) -0.78 20-21 >690 180 Horz(TL) 0.29 12 n/a n/a Weight: 288 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 15-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer . Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3851/1227, 3-5=-3828/1254, 5-6=-3694/1316, 6-8=-3694/1316, 8-9=-3640/1271, 9-11=-4233/1368, 11-12=-3838/1220 BOT CHORD 2-25=-876/3579, 20-21=-696/3470, 18-20=-683/3259, 17-18=-839/3695, 9-17=278/1027, 12-14=-875/3311 WEBS 3-25=-535/220, 5-20=-173/746, 6-20=-584/287, B-20=-187/715, 8-18=273/1048, 9-18=-1149/388, 14-17=-883/3293, 11-17=-16/554, 11-14=-777/282, 5-21=-196/947, 21-25=-885/3616 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=794,12=792. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312016 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J33967 GHO Lot 53 Boyer Residence T11317966 J31967 � A06 HIP 1 Job Reference o tional East Coast Truss, Ft. Pierce, I-L'34946 8.i lu s Apr is zul / ml I eN maustnes, Inc. I nu Jun t5 iz:14:utf zul / rage i I D:6z11 mLrNk_el6oOuhJmH5rzNViC-yeluBmVr4Np4HSz19zh_xRFE9kD2gBOgbxEOHz8LeT -0-2-8 47-0-0 i-2-0.0 ii 2-7-0 i 6-2-0 1 9-2-0 13-0-0 47-0198-12 2410-8 29-0-4 32-0-0 3:2-12 45-0-0 4 -8 1-9-8 2-7-0 3-7-0 3-0-0 3-10-0 1-7-0 5-1-12 5-1-12 4-1-12 2-11-12 6-2-12 6-94 0- -8 D-2-8 1-9-8 Scale = 1:90.2 6.00 12 = 6x6 3x4 II 4x4 = 46 = 4x8 = 3x4 II 6x8 — 3x6 7 8 46 9 10 11 47 12 13 3x6 � 56 3x6 4 D3X63x6 15 2x4 II 2x4 II m 2x4 II 2x4 II 2x4 = 2 3 d 7 4 23 16 2x4 = Iv •�-` 1 = 26 33� 32 25 24 i' d 4 2x4 II 3x6 = 30 29 28 4x4 = 4x6 = 22 21 20 19 18 d = 2x4 11 5x8 = 6x8 = 2x4 I I 3x4. 11 4x6 = 4x6 4x6 3x4 II 4x8 = 2x4 II 5x6 = 15-7-0 32-0-0 9 276270 9-20.0 12-9-0 147-08-12 -04 -2 -2 -0 4.-0 62 2 X 1-0.0 1-11-12 Plate Offsets (X.Y)-- 13:0-1-810-2-51 17:0-3-0.0-2-71113:0-2-8.0-3-01.123:0-2-12.0-2-01.f27:0-2-12.0-4-41.131:0-2-12,0-2-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.30 3-33 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.70 3-33 >773 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.45 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 677 lb FT = 0% LUMBER - TOP CHORD 2x4 SP 285OF 1.8E *Except* 7-10,10-13: 2x6 SP DSS BOT CHORD 2x6 SP DSS *Except* 2-34,3-31: 2x4 SP 285OF 1.8E, 7-30,8-29,12-21: 2x4 SP No.3 28-30: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2250/0-8-0, 16=2140/0-8-0 Max Horz 2=314(LC 7) Max Uplift 2=-803(LC 8), 16=-779(LC 8) BRACING - TOP CHORD . Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 27-29, 21-23 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-42=-916/383, 3-4=-4808/1495, 4-6=-4068/1333, 6-7=-3554/1220, 7-8=-3624/1255, 8-9=-3640/1260, 9-1 1=-4244/1450,11-12=-3823/1309, 12-13=-3795/1303, 13-15=-3308/1139,15-16=-3934/1242 BOT CHORD 3-33=-1155/4394, 32-33=-1157/4401, 31-32=-880/3558, 7-31=-344/0, 26-27=-1020/4244, 24-26=-1044/4324, 23-24=-1044/4324, 20-21=-76/278, 18-20=-907/3446, 16-18=-907/3446 WEBS 6-32=-137/533, 6-31=-631/248, 9-27=-921/263, 9-26=0/284, 20-23=-715/3255, 13-23=-700/2860, 13-20=-1553/320, 15-20=-756/297, 15-18=0/270, 29-31=-59/261, 27-31=-690/3141, 7-27=-418/1593, 4-33=58/352, 4-32=-1049/339, 11-23=-790/228 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 Co. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) ® WARNING --Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. o� v R Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not e a truss system. Before use,.the building designer must verity the applicability of design parameters and property incorporate this design into the overall i•�` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J33967 GHO Lot 53 Boyer Residence T11317968 J3'J967 � A06 HIP 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:08 2017 Page 2 ID:6z11tr e16oOuhJmH5rzNVC-yeluBmVr4Np4HSz19zh_xRFE9kD2flBOgbxEOHz8LeT NOTES- 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317969 J33967 A07 HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 U.l 1 u s Apr l s zul f MI I eK mausines, Inc. I nu Jun u 1 z:l4:l u zul / rage i ID:6zl1 mLrNk—el6oOuhJmH5rzNYC-ul QfcSX5c-3oXm7PGNjSOsKbzYyr7cZJIvQLSAzBLeR -0.2.8 47-0-0 2-0-0 2-7-0 6-9-8 11-0-0 12-9-0 15-0-0 19-10-0 22-1-7 26-11-0 29-2-15 34-40 39-2-12 45-0-0 4 -8 1-9-8 2-7-0 4-2-8 4-2-8 1-9-0 2.3.0 4-10.0 2-3-7 4-9-9 2-3.15 49-1 5-2-12 0-2-8 1-9-8 Scale = 1:90.2 6.00 12 3x8 = 5x8 = 3x4 113x6 = 3x6 = 2x4 II 5x8 = 5x5 i 5 6 7 39 8 9 40 10 41 11 3x6 3x6 4 12 2x4 I I 13 2x4 I I d 2x4 II 2x4 II h 2x4 = 2 3 11 d 24 2x4 = 14 ^ Id 1 25 d 26 23 22 42 21 20 43 1 15 0 19 18 17 16 0 —_ 2x4 I I 6x8 = 3x8 = 2x4 I I 3x6 3x8 = 3x6 = 2x4 I I 4x6 4x6 3x4 II 3x6 = 3x6 _ 2-7-0 11-0-0 j2-9-015-0-0 , 22-1-7 29-2-15 34-0-0 39-2-12 45-0-0 2-7-0 8-5-0 1-9-0 2-3-0 7-1-7 7-1-7 4-9-1 5-2-12 5-9-4 Plate Offsets (X.Y)—T3:0-1-9.0-1-121.T4:0-2-8.0-3-01.f5:0-6-0,0-2-81.T11:0-6-0.0-2-81.T24:0-2-12.0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.14 3-25 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.42 3-25 >424 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.07 22 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -AS Weight: 272 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied. 6-23: 2x4 SP No.3 WEBS 1 Row at midpt 8-22, 8-19 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except (jt=length) 19=0-11-5. (lb) - Max Horz 2=274(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-297(LC 8), 22=-511(LC 8). 19=457(LC 8), 14=-331(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=466(LC 17), 22=2047(LC 13), 19=1439(LC 18), 14=732(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-34=-264/219, 3-4=-49/384, 4-5=-68/767, 5-6=-54/1029, 6-7=-55/1033, 7-8=56/1200, 8-10=01484, 10-11=0/484, 13-14=-736/263 BOT CHORD 24-25=-520/309, 21-22=-311/223, 19-21=-311/223, 16-17=-49/564, 14-16=-49/564 WEBS 4-25=-496/257, 5-25=-77/503, 5-24=1064/203, 22-24=-1176/417, 11-19=845/246, 11 -1 7=-98/386, 13-17=-632/262, 7-22=-740/229, 7-24=-12/398, 10-19=-442/215, 8-21=01309, 8-22=-1043/217, 8-19=-453/165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 2, 511 lb uplift at joint 22, 457 lb uplift at joint 19 and 331 lb uplift at joint 14. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1W gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ii.e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance, regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, OSB-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 J33967 GHO Lot 53 Boyer Residence T11317970 J3�967 A08 HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:11 2017 Page 1 ID:6z11mLrNk el 6oOuhJmH5rzNViG-MD-1goYjNlBf8wicg5EhZ4tjRylys6HTWZAv?cz8LeQ -0-2-8 47.0-0 -2-0.0 2-7.0 9-0-0 12-9-0 15-0.0 20-6-0 23-0.13 31-1-11 36-0.0 40-2-12 45-0-0 45 -8 1-9-8 2-7-0 6-5-0 3-9-0 2-3-0 5-6-0 2-6-13 8-0.13 4-10-5 4-2-12 M 0- -8 0-2-8 1-9-8 Scale = 1:88.5 5x8 M18SHS = 3x4 II3x6 = 5x8 = 2x4 II 5x8 - 6.00 12 4 5 6 36 7 37 8 38 9 2x4 m d 4 2x4 m d 5x8 = 3x8 = _ 3x8 = V 3x6 = _ 4x6 = 2x4 I I 3x4 I I 3x6 4x6 2x4 11 3x6 11 2x4 = 13 T d 4 d� 2-7-0 , 9-0-0 12-9-0 15-0 0 23-0-13 31-1-11 3611 45-0-0 2-7-0 ' 6-5-0 3-9-0 2 3-0 ' 8-0-13 6-0-13 4-10-5 9-0-0 Plate Offsets (X.Y)-f3:0-6-4,0-2-81.f4:0-6-0.0-2-81,17:0-3-8.0-3-41.f9:0-6-0,0-2-81,f21:0-2-8.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.12 3-22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.32 3-22 >567 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.10 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 249 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 5-20: 2x4 SP No.3 WEBS 1 Row at midpt 7-19, 7-16 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except Qt=length) 16=0-8-12. (lb) - Max Horz 2=232(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-287(LC 8), 19=-561(LC 8), 16=450(LC 8), 12=-298(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=496(LC 17), 19=1948(LC 17), 16=1394(LC 18), 12=669(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-91/466, 4-5=-119/1174, 5-6=-122/1180, 6-7=-112/1296, 7-8=0/429, 8-9=0/429, 11-12=-599/245 BOT CHORD 12-14=-50/464 WEBS 4-22=0/280, 4-21=-1196/298, 19-21=1286/484, 7-19=-1214/327, 9-16=-745/218, 9-14=-66/350, 11-14=-429/237, 6-19=-669/227, 8-16=494/243, 7-18=0/341, 7-16=-580/185 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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 chard and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 287 lb uplift at joint 2, 561 lb uplift at joint 19, 450 lb uplift at joint 16 and 298 lb uplift at joint 12. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/a" gypsum sheetrock be applied directly to the bottom chord. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317971 J331967 A09G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 t3.11U S Apr 13 2U77 Mi I ek Inclustnes, Inc. I nu Jun B 12:14:14 2017 Pagel ID:6z11mLrNk el6oOuhJmH5rzNViC-mofASpacgDaE?NQAVDoOAjUER9DV3SzvDXOZbxz8LeN -0-2.8 47-0-0 -2-0-0 2-7-0 7-0-0 12-9-0 15-0-0 19-0-12 2 -4-1 25-4-8 31.2.0 31 38-0-0 45-0-0 4 -8 1-9-8 2-7-0 4-5-0 5-9-0 2-3-0 4-0-12 1-3-1 4-11-13 5-9-8 63-12 7-0.0 0-2-8 1-9-8 Scale = 1:88.5 6.00 12 2x4 II d 2x4 II 2x4 = 2 M 1 4x6 = 3x8 = 5x8 = 3x4 II 4x6 = 3x6 = 6x8 M18SHS = 5x8 = 4 37 38 5 6 39 7 8 40 41 42 9 43 44 45 1046 47 48 11 Nkoihmllmi= 19MINAVil d 24 4x6 = 2x4 11 `_ 49 50 3x6 II 21 20 51 52 19 1§3 54 17 55 56 57 1658 1559 60 14 d 6x8 =6x10 = 2x4 II 3x6 = 3x6 6x10 —_ 3x6 II 3x4 II 3x6 = II 2x4 11 2x4 = 12 13 4x6 = 2-7-0 7-0-0 12-9-0 15-0-0 20�1-11 25 4 8 31-2-0 38-0-0 45-0-0 2-7-0 4-5-0 5-9-0 2 3-0 5-4-11 4-11-13 5-9-8 6-10-0 7-0-0 Plate Offsets (X,Y)— 13:0-1-11,0-1-121, 14:0-6-0.0-2-81, 17:0-3-O.Edoel, 110:0-4-O.Edgel, it 1:0-6-0.0-2-81, 122:0-2-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.17 14-16 >958 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.35 3-23 >508 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.19 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 244 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E *Except* TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins. 1-4,11-13: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-22, 9-16, 11-16, 8-20 3-22: 2x4 SP 2850F 1.8E, 5-21: 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer 6-20,10-16: 2x6 SP No.2 Installation guide. OTHERS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 2=-190(LC 23) Max Uplift All uplift 100 lb or less at joint(s) except 2=-387(LC 8), 20=-2020(LC 8), 16=2312(LC 8), 12=-513(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=848(LC 29). 20=3847(LC 17), 16=3017(LC 18), 12=998(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-32=-341/203, 3-4=997/360, 4-5=-584/1614, 5-6=-613/1686, 6-8=-750/2327, 8-9=389/712,9-10=479/769,10-11=-505/816,11-12=-1223/657 BOT CHORD 3-23=-251/847, 22-23=-258/894, 5-22=-610/343, 19-20=-774/35, 17-19=-774/35, 16-17=-616/389, 14-16=-408/1030, 12-14=-391/1000 WEBS 4-23=-217/803, 4-22=-2655/1000, 20-22=-2375/1076, 6-22=-299/1007, 9-17=-362/188, 9-16=-1358/1340, 11-14=-415/820, 6-20=-1243/531, 10-16=-1016/676, 11-16=-2076/1272, 8-19=-297/454, 8-20=-2533/1640, 8-17=-93/618 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 387 lb uplift at joint 2, 2020 lb uplift at joint 20, 2312 lb uplift at joint 16 and 513 lb uplift at joint 12. ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not®� pal' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ipa 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type City Ply J33967 GHO Lot 53 Boyer Residence T11317971 J3.'i967 ' A09G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:14 2017 Page 2 ID:6z11mLrNk_e16oOuhJmH5rzNViC-mofASpacgDaE?NQAVDoOAiUER9DV3SzvDXOZbxz8LeN NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 154 lb up at 7-0-0, 190 lb down and 144 lb up at 9-0-12, 190 lb down and 144 lb up at 11-0-12, 199 lb down and 162 lb up at 13-0-12, 177 lb down and 184 lb up at 15-0-12, 177 lb down and 184 lb up at 17-0-12, 177 lb down and 184 lb up at 19-0-12, 177 lb down and 184 lb up at 21-0-12, 177 lb down and 184 lb up at 22-6-0, 177 lb down and 184 lb up at 23-11-4, 177 lb down and 184 lb up at 25-11-4, 177 lb down and 184 lb up at 27-11-4, 177 lb down and 184 lb up at 29-11-4, 177 lb down and 184 lb up at 31-11-4, 177 lb down and 184 lb up at 33-11-4, and 177 lb down and 184 lb up at 35-11-4, and 177 lb down and 195 lb up at 38-0-0 on top chord, and 529 lb down and 250 lb up at 7-0-0, 83 lb down and 32 lb up at 9-0-12, 83 lb down and 32 lb up at 11-0-12, 85 lb down at 12-10-12, 85 lb down and 126 lb up at 17-0-12, 85 lb down and 126 lb up at 19-0-12, 85 lb down and 126 lb up at 21-0-12, 85 lb down and 126 lb up at 22-6-0, 85 lb down and 126 lb up at 23-11-4, 85 lb down and 126 lb up at 25-11-4, 85 lb down and 126 lb up at 27-11-4, 85 lb down and 126 lb up at 29-11-4, 85 lb down and 126 lb up at 31-11-4, 85 lb down and 126 lb up at 33-11-4, and 85 lb down and 126 lb up at 35-11-4, and 530 lb down and 351 lb up at 37-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-1 1=-70,11-13=-70, 24-31=-20, 3-22=-20, 21-34=-20 Concentrated Loads (lb) Vert:4=-125(F) 7=-140(F) 1 1=-140(F) 22=-60(F) 5=-140(F) 18=-60(F) 23=-517(F) 6=-140(F) 14=-530(F) 37=-125(F) 38=-125(F) 39=-140(F) 40=-140(F) 41=-140(F) 42=-140(F) 43=140(F) 44=-140(F) 45=-140(F) 46=-140(F) 47=-140(F) 48=-140(F) 49=-77(F) 50=-77(F) 51=-60(F) 52=-60(F) 53=-60(F) 54=-60(F) 55=-60(F) 56=-60(F) 57=-60(F) 58=-60(F) 59=-60(F) 60=-60(F) WARNING -Verily 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 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 Mirek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317972 J30967 ' A10 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 -0-2-8 2-0-0 B-0.12 14-7-0 21-0.0 8.110 s Apr 13 2017 MITek Industries, Inc. Ihu Jun 8 12:14:16 2U17 Page 1 I D:6zl l mLrNk_el6oOuhJmH5rzNViC-jAnwtVcsCggyFhaZdegsG7adSzvJXKqCgqtggpz8LeL 47-0-0 23-0-0 26-0-0 30-0.11 34-1-5 3 -9 0 39-3.7 45-0-0 45 -8 1-9-8 B-0-12 6-6-4 6-5-0 2-0-0 3-0-0 4-0-11 4-0-11 0.- 1 4-6-7 5-8-9 0. -8 0-2-8 1-9-8 Scale = 1:91.9 5x5 = 5x5 = 6.00 12 6 7 5x5 = 8 4x6 i 3.6 9 5 3x6 44 3x6 10 3x6 ' d 3 4 11 3x6 d 12 m 2x4 II 2x4 II 2x4 11 2x4 11 2x4 = 2 3 — T 18 r 1 22 41 2042 19 132x4 cs 40 21 14 o d 27 26 25 24 4x6 = 3x8 = 3x6 = 17 16 15 d _ 4x6 = 3x6 3x4 II 4x6 3x8 = 3x4 II 3x8 = 6x8 = 7x8 = 8-0-12 14-7-0 1 -7 21-0-0 3-0-0 26-0-0 30-0-11 34-1-5 3 -1 39-3-7 45-0-0 8-0-12 6-6-4 1-0 55-0 2-0-0 3-0-0 4-0-11 4-0-11 1-0 4-2-2 Plate Offsets (X,Y)—I8:0-2-8,0-2-41.115:0-3-8,0-1-81,118:0-6-4.0-4-81.123:0-5-8.0-4-121.127:0-3-8.0-3-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.40 24 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.97 22-23 >559 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.44 13 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -AS Weight: 308 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 5-25,10-16: 2x4 SP No.3, 13-17,18-21: 2x4 SP No.1 10-0-0 oc bracing: 23-25, 16-18 WEBS 2x4 SP No.3 "Except' WEBS 1 Row at midpt 5-22, 7-20, 6-22, 7-22, 10-19, 9-20 23-27,15-18: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2192/0-8-0, 13=2193/0-8-0 Max Horz 2=-482(LC 6) Max Uplift 2=-794(LC 8), 13=-790(LC 8) Max Grav 2=2242(LC 13), 13=2213(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3783/1200, 3-5=-4035/1289, 5-6=-2856/1063, 6-7=-2717/1074, 7-8=2680/1052, 8-9=3047/1131, 9-10=-3705/1258, 10-12=-4924/1538, 12-13=-3823/1213 BOT CHORD 2-27=-843/3599, 5-23=-211/1094, 22-23=-748/3808, 20-22=-470/2842, 19-20=-687/3245, 18-19=-1073/4379, 10-18=-259/1107, 13-15=-890/3327 WEBS 3-27=-717/244, 23-27=-829/3587, 3-23=01289, 5-22=-1576/516, 7-20=-326/155, 8-20=-358/1057, 15-18=-890/3351, 12-18=482/1095, 12-15=-1103/355, 6-22=731/2016, 7-22=4216/450, 9-19=-233/860, 10-19=4495/488, 9-20=1123/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 794 lb uplift at joint 2 and 790 lb uplift at joint 13. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T71317973 J33967 A11 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 -0-2-8 2-0-0 8-0.12 14-7-0 21-0.0 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:17 2017 Page 1 I D:6z11 mLrNk_e16oOuhJmH5rzNV C-BNL14rcUz8ypsr91BLL5oL6tAMHmGnwLvUdDCGz8LeK 47-0-0 25-0-0 28-0.0 34-1-5 39-3-7 45-0-0 4 -8 1-9-8 &0-12 6-6-4 6-5-0 40.0 3-0-0 6-1-5 5-2-1 5-8-9 0- -8 0.2.8 1-9-8 Scale = 1:91.9 5x5 = 6.00 12 6 5x5 = Sx5 = 7 4x6 5 3x6 4x6 3x6 18 9 3x6 0 3 4 10 3x6 d cb 11 ob 2x4 II 2x4 II 2x4 II 2x4 II 2x4 - 2 1 0 2x4 17 12 `} r 1— cn 20 19 18 40 d 25 38 24 23 22 39 13 3x8 = 4= 16 15 14 1 _ o 4x6 = 3x6 3x4 II 4x6 3x8 = 3x4 II 3x8 4x8 M18SHS = 7x8 = 8-0-12 14-7-0 1 -7- 21-0-0 25-0-0 28-0-0 34-1-5 3 -1 5 39-3-7 45-0-0 8-0-12 6-6-4 1-0- 5-5-0 4-0-0 3-0-0 6-1-5 1-0- 4-2-2 5-8-9 Plate Offsets (X,Y)--r8:0-2-8,0-2-41,r14:0-3-8.0-1-81,f1.7:0-6-4,0-4-81,f21:0-5-8,0-4-121,r25:0-3-8.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.34 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.83 17-18 >654 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.38 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 288 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E *Except* TOP CHORD Structural wood sheathing directly applied. 6-7,7-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP 285OF 1.8E *Except* 10-0-0 oc bracing: 21-23, 15-17 5-23,9-15: 2x4 SP No.3 WEBS 1 Row at midpt 9-18, 6-20, 5-20, 7-20 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 21-25,14-17: 2x4 SP 285OF 1.8E be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=2191/0-8-0, 12=219310-8-0 Max Horz 2=482(LC 6) Max Uplift 2=-793(LC 8), 12=-790(LC 8) Max Grav 2=2246(LC 13), 12=2224(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3800/1202, 3-5=-4054/1291, 5-6=-2858/1063, 6-7=-2800/1073, 7-8=-2967/1112, 8-9=3409/1166, 9-11=-4952/1547, 11-12=-3844/1211 BOT CHORD 2-25=-844/3615, 5-21=-213/1092, 20-21=749/3822, 18-20=-608/3153, 17-18=1100/4430, 9-17=-233/1073, 12-14=887/3331 WEBS 3-25=-719/244, 21-25=-835/3609, 3-21=01290, 7-18=-433/112, 8-18=-308/1133, 9-18=-1769/606, 14-17=-882/3390, 11-17=-200/1126, 11-14=-1103/349, 6-20=731/2081, 5-20=-1579/519, 7-20=-1361/506 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 793 lb uplift at joint 2 and 790 lb uplift at joint 12. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 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 ANSIrrPII 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 J33967 GHO Lot 53 Boyer Residence T11317974 J33967 A Al2 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:19 2017 Pagel I D:6zi l mLrNk_el6oOuhJmH5rzNYC-71T2VXekUICW68J81mNZtmC8iAxOkhReMo6KH8z8Lel -0-2.8 47-0-0 2.0-0 8-0.12 14-7-0 17-8-10 21-0-0 27-0-0 30.0-0 34-1-5 39-3-7 45-0-0 45- -8 1-9-8 8-0.12 6-6-4 3-1-10 3-3-6 6-0.0 3-0-0 5-2-1 0- -8 0-2-8 1-9-8 Scale = 1:92.1 6.00 12 5x5 = 3x6 i 7 4X 6 5x8 = 5x5 = 8 5 4x6 3x6 9 c 3x6 3x6 � 34 10 11 3x6 d 12 0 2x4 II 2x4 II 2x4 II 2x4 II 2x4 = 2 3 4v 18 6 2x4 = To 1 22 20 19 = 13 40 41 21 92 14 o d 26 25 24 3x8 = 4x6 = 3x8 = 17 16 15 d 46 = 6x8 = 3x4 II 4x6 = 2x4 II 3x4 II 3x6 = 7x8 = ' 8-0-12 14-7-0 17-8-10 21-0-0 27-0-0 30-0-0 34-1-5 3 -1- 39-3-7 45-0-0 8-0-12 6-6-4 3-1-10 0 6-0-0 3-0-0 4-1-5 1-0- 4-2-2 5-8-9 Plate Offsets (X Y)- 18:0-5-4.0-2-81,19:0-2-8,0-241 115:0-3-8.0-1-81.118:0-6-4.0-4-121123:0-5-8.0-4-121.f26:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.41 20-22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.97 22-23 >557 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.46 13 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix -AS Weight: 290 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 11-14: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 23-25, 16-18 5-25,10-16: 2x4 SP No.3, 13-17,18-21: 2x4 SP 285OF 1.8E WEBS 1 Row at midpt 7-22, 8-22, 10-19, 5-22 WEBS 2x4 SP No.3 `Except' MiTek recommends that Stabilizers and required cross bracing 5- 2x4 SP No.2 2x4 be installed during truss erection, in accordance with Stabilizer SP .3 OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=2190/0-8-0, 13=2195/0-8-0 Max Horz 2=-482(LC 6) Max Uplift 2=-793(LC 8), 13=-790(LC 8) Max Grav 2=2233(LC 13), 13=2216(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3763/1200, 3-5=-4010/1288, 5-7=-2854/1063, 7-8=-2830/1061, 8-9=3241/1170, 9-10=-3688/1238, 10-12=-5257/1631, 12-13=-3791/1200 BOT CHORD 2-26=-842/3581, 5-23=-212/1089, 22-23=746/3787, 20-22=-760/3470, 19-20=759/3473, 18-19=-1194/4733, 10-18=-275/1201, 13-15=875/3292 WEBS 3-26=-713/244, 23-26=-830/3566, 3-23=01285, 7-22=-697/2033, 8-22=-1578/569, 8-19=-696/184, 9-19=-391/1292, 10-19=-1809/591, 15-18=-893/3443, 12-18=-316/1489, 12-15=-1450/434, 5-22=-1578/512 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 793 lb uplift at joint 2 and 790 lb uplift at joint 13. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317975 J39967 ' A13 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:21 2017 Page 1 I D:6z11 mLrNk_e16oOuhJmH5rzNV C-38apwDf?OMSELSSXQBQI zBHYm_e?CeKxg6bQL1 zBLeG -0-2-8 47-U 2-0-0 8�12 147-0 19-0-0 22-8-0 29-0-0 32-0-0 3-9-12 41-0-0 450-0 4 -8 1-98 8-0-12 6E-4 49-0 3-4-0 6-0-0 3-0-0 1-9-12 7-2-4 4-0-0 0. -8 0-2-8 1-9-8 Scale = 1:92.1 5x8 = 5x5 = 6.00 12 R - 2x4 = 4x6 = 3x6 3x4 I I 2x4 II 5x6 = 3x8 = 5x6 = 6x8 = 34-9-12 8-0.12 14-7-0 1 7- 19-0-0 22-8-0 230.0 32-M 3-9-12 36-10.0 41A-0 45-0-0 8�12 fi-0-4 -0. 3-9-0 31 6-4-0 3-0-0 1-9-12 2-0-4 42-0 4-0-0 2x4 = o 13 14 0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.34 BC 0.78 WB 0.62 Matrix -AS DEFL. in (loc) Udefl Ud Vert(LL) 0.36 22 >999 240 Vert(TL) -0.87 22-24 >623 180 Horz(TL) 0.41 13 n/a n/a PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 310 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E `Except' TOP CHORD Structural wood sheathing directly applied. 6-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP 285OF 1.8E *Except* 10-0-0 oc bracing: 26-28 5-28: 2x4 SP No.3, 11-16: 2x4 SP No.2 WEBS 1 Row at midpt 5-25, 6-24, 8-24, 11-21 WEBS 2x4 SP No.3 'Except` MiTek recommends that Stabilizers and required cross bracing 26-30,15-18: 2x4 SP 285OF 1.8E be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=2190/0-8-0, 13=2195/0-8-0 Max Horz 2=-448(LC 6) Max Uplift 2=-793(LC 8), 13=-790(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3758/1203, 3-5=-3923/1288, 5-6=-3021/1115, 6-7=-2700/1066, 7-8=-3095/1115, 8-9=-3941/1364,9-11=-4002/1316,11-12=-5538/1690,12-13=-3785/1194 BOT CHORD 2-30=-846/3382, 5-26=-223/982, 25-26=-740/3490, 24-25=-438/2635, 22-24=-937/3959, 21-22=-793/3525,19-21=-1268/4944,18-19=-1267/4947,11-18=-239/1112, 15-16=-131/416, 13-15=-897/3300 WEBS 3-30=-656/246, 26-30=-841/3349, 3-26=0/273, 5-25=1352/474, 6-25=-320/1002, 6-24=-155/365, 7-24=-294/966, 8-24=-1659/618, 8-22=-638/278, 9-22=-284/867, 9-21=-212/753, 11-21=-1662/544, 15-18=-819/3085, 12-18=-365/1633, 12-15=1152/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 793 lb uplift at joint 2 and 790 lb uplift at joint 13. 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 -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIfTP11 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 Qly Ply J33967 GHO Lot 53 Boyer Residence T11317976 J3; 967 ' A14 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:23 2017 Page 1 ID:6zl1 mLrNk_el6oOuhJmH5rzNV C-?XiZLuhFY_iyamcvXcSV2cMmlnHagWKEHQ4XQvz8LeE -0-2-8 47-0-0 2-0-0 6-1-11 I1 s13 17-4-0 24-&0 31-1-1 34-0-0 39-2-12 45-0-0 45- 8 1.9.8 6-1-11 5-7-3 5-7.3 7-0-0 6-4-0 3.0-0 5-2-12 5-9-4 0. 18 0-2-8 1-9-8 Scale = 1:89.9 5x5 = 5x8 M18SHS = 6.00 12 4x6 = 3x6 = 5x8 1NB = 3x8 = 3x6 = 2x4 11 3x8 = 2x4 11 vxo 4x6 = 4x6 = c'r 13 d 8-114 11-4-0 24-B-0 31-0-0 34-0-0 39-2-12 45-0-0 8-11-4 S 4-12 7 4-0 6 4-0 5-2-12 5-9-4 Plate Offsets (X,Y)—I6:0-3-0,0-2-81.I7:0-5-8.0-241,f8:0-5-4.0-2-81,f9:0-2-8.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.34 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.83 20-22 >647 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress [nor YES WB 0.72 Horz(TL) 0.29 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 273 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-20, 7-20, 8-18 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2170/0-8-0, 12=2170/0-8-0 Max Horz 2=406(LC 7) Max Uplift 2=-798(LC 8), 12=-799(LC 8) Max Grav 2=2234(LC 13), 12=2196(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3913/1279, 3-5=-3653/1255, 5-6=-2826/1094, 6-7=-2493/1035, 7-8=-2945/1123, 8-9=-3015/1126,9-11=-3399/1194,11-12=-3841/1255 BOT CHORD 2-22=-946/3688, 20-22=-728/3189, 18-20=-525/2619, 17-18=-898/3447, 15-17=-897/3449, 14-15=-931/3340, 12-14=-931/3340 WEBS 3-22=-386/239, 5-22=-126/545, 5-20=-810/355, 6-20=-259/845, 7-20=353/147, 7-18=-284/1029,8-18=-1231/498,8-15=-1012/332,9-15=395/1202,11-15=-508/223 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 798 lb uplift at joint 2 and 799 lb uplift at joint 12. 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 MII-7473 rev. 10/07/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317977 J31967 A15 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:24 2017 Page 1 ID:6zl1mLrNk el 6oOuhJmH5rzNViC-UjGxYEitJHgpCvB55KzkapvxYBh9PzDNW4p5yMz8LeD -0.2.8 47-0.0 -2-0.0 7-11-4 15-0-0 21-0-0 26-8-0 33-0-0 36-0.0 40.2-12 45-0-0 45 -8 1-9-8 7-11-0 7-0-12 5-5-0 5-8-0 6-4-0 3-0-0 4-2-12 4-. 0. -8 0-2-8 1.9-8 Scale = 1:90.2 O 6.00 12 5x8 = 2x4 II 5x8 = 5 33 6 7 4x6 _ 2x4 11 4x6 = 3x6 = 3x8 = 4x6 3x6 = 5x6 = 3x8 = 4x6 2x4 = 12 7-11.4 15-4-0 21-0-0 26-8-0 33-0-0 36-0-0 45.0-0 7-11 4 7 4-12 5 8-0 5-8-0 6 4-0 3-0-0 9-0-0 Plate Offsets (X,Y)--15:0-6-0,0-2-81.17:0-6-0,0-2-81,18:0-5-4,0-2-81.19:0-2-8,0-2-41,f14:0-3-0.0-3-41 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.33 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.76 14-15 >713 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(TL) 0.26 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight:271 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-18, 8-15 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2171/0-8-0, 11=2168/0-8-0 Max Horz 2=364(LC 7) Max Uplift 2=-801(LC 8), 11=-796(LC 8) Max Grav 2=2197(LC 13), 11=2183(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3759/1238, 3-5=-3044/1112, 5-6=-2894/1153, 6-7=-2894/1153, 7-8=-3224/1187, 8-9=3155/1146, 9-10=-3531/1219, 10-11=-3825/1304 BOT CHORD 2-20=-884/3485, 18-20=-884/3485, 17-18=-566/2758, 15-17=-634/2817, 14-15=-1056/3826, 13-14=-1056/3826, 11-13=-987/3341 WEBS 3-20=0/292, 3-18=-837/363, 5-18=-1341601, 5-17=-153/610, 6-17=-409/186, 7-17=-113/333, 7-15=-263/946, 8-15=-1305/522, 8-13=-12701447, 9-13=-422/1303, 10-13=-326/205 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. 11; Ekp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 14. 5) Plate(s) at joint(s) 4, 5, 7, 8, 9, 12, 2, 19, 3, 20, 18, 17, 6, 15, 13, 10, 1, 11, 16, 23, 24, 25 and 26 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 14 checked for a plus or minus 3 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 796 lb uplift at joint 11. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and%" gypsum sheetrock be applied directly to the bottom chord. ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1e/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 [y�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ii�•��` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317978 J3$967 ' A16G ROOF SPECIAL GIRDER 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:27 2017 Page 1 I D:6z11 mLrNk_el6o0uhJmH5rzNV C-ulx4BGkmcCD03NwgmSXRCSXWM011 cHnpC221Zhz8LeA -0.2-8 47.0-0 2-0.0 6-11-4 13-0-0 18-5-15 23-6-1 28-8-0 31-2-4 34-0.0 38-0.0 41-0.0 45-0.0 4 -8 1.9-8 6-11-4 6-0-12 5-1-15 5-0.3 5-1-15 2-6-4 2-9.12 4-0.0 3.0.0 4-0-0 0• -8 0-2-8 1-9-8 Scale = 1:91.6 6.00 12 = Sx8 3x6 II 6x8 =4x6 = 8x8 = 6x8 3x6 � 5 39 6 7 8 409 7x8 = 10 4x4 II 5x8 M18SHS = 3x6 4 11 3 3x6 2x4 I q 14 2x4 II d 2x4 11 2x4 I I 2x4 = 2 15 2x4 = M N N 16 1 d 4L 27 24 42 43 44 2045 46 d d 28 26 25 23 22 21 19 18 17 0 5x8 = 3x6 ll 6x8 = 4x8 = 445 = HUS26 7x6 = 4x8 = 64 = 4x6 = 3x6 11 5x8 = 46 = 7x8 = NAILED 6x8 M18SHS = NAILED HUS28-2 HUS26 4 6 13 4-0 18-5-15 23 6-1 2112,1 31-2 4 , 34-0-0 , 38-0-0 41-0-0 , 45-0-0 6 -11-11-4 6-4-12 5-1-15 5-0-3 5-1-15 2-6-4 2-9-12 4-0-0 3-0-0 Plate Offsets (X,Y)— 12:0-4-0.0-1-151. 15:0-4-0,0-1-151. 19:0-4-12.0-2-41.110:0-3-1.0-2-01.112:0-5-8,0-5-81. (13:0-6-0.0-2-81, 115:0-4-0,0-1-151.121:0-3-8,0-2-01.122:0-2-12.0-5-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.55 19-21 >974 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.84 19-21 >642 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(TL) 0.16 15 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 764 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E *Except* TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, 5-7,7-9: 2x8 SP DSS except end verticals. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. WEBS 2x4 SP No.3 "Except' 11-19,13-19: 2x4 SP 285OF 1.8E, 10-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=3653/0-8-0, 15=521010-8-0 Max Horz 2=-305(LC 6) Max Uplift 2=-1793(LC 8), 15=-3035(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7432/3572, 3-5=-6761/3458, 5-6=-7672/4129, 6-8=-7666/4123, 8-9=-9075/5010, 9-10=-10316/5940, 10-11=-1764/1038, 12-19=-3569/1894, 11-12=-1002/588, 12-13=-14642/8725,13-14=-ll089/6556,14-15=-10888/6267 BOT CHORD 2-28=-3081/6579, 26-28=-3081/6579, 25-26=-2799/5940, 23-25=-4664/9068, 22-23=-4948/9132,21-22=-5565/9962,19-21=-8298/14371,18-19=-5660/9955,, 17-18=-5439/9701, 15-17=-5439/9701 WEBS 3-28=01306, 3-26=-837/338, 5-25=-158812896, 6-25=551/271, 8-25=2370/1466, 8-23=-1301/1504, 9-23=-834/1106, 10-12=-10876/6316, 12-21=-6828/4233, 13-19=-3598/6021, 13-18=-791/1416, 14-17=-379/325, 14-18=-447/355, 10-21=-3018/4635, 10-22=-1798/1344, 5-26=-182/613, 9-22=-2950/4554 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` This truss has been designed for a live load of 20.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. 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 �e�• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T71317978 J31967 A16G ROOF SPECIAL GIRDER 1 n L Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:27 2017 Page 2 ID:6zl1 mLrNk_el6oOuhJmH5rzNYC-ulx4BGkmcCD03NwgmSXRCSXWMOI I cHnpC221Zhz8LeA NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1793 lb uplift at joint 2 and 3035 lb uplift at joint 15. 11) Use Simpson Strong -Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 26-3-12 from the left end to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 31-10-8 from the left end to connect truss(es) to back face of bottom chord. 13) Use Simpson Strong -Tie HUS28-2 (6-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 33-9-10 from the left end to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates 3-10d (0.148"xW) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 180 lb down and 184 Ito up at 35-11-4, and 180 lb down and 195 lb up at 38-0-0 on top chord, and 85 lb down and 126 lb up at 35-11-4, and 530 lb down and 351 lb up at 37-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-9=-70, 9-11=70, 12-13=70, 13-16=70, 2-15=-20 Concentrated Loads (lb) Vert: 19=-592(B) 13=140(13) 18=530(B) 41=140(13) 42=2105(13) 43=-278(B) 44=-278(B) 45=-399(B) 46=-60(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J33967 GHO Lot 53 Boyer Residence T11317979 J3"J967 B01 HALF HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:28 2017 Page 1 ID:6zl1 mLrNk_el6oOuhJmH5rzN V C-MUVSOcION WLFhXVtK92glf4hAoOfLm5zRin157z8Le9 -2-0.0 -0 8 6-2-12 11-11-0 19-1-0 26-3-0 1-9 8 0- 8 6-2-12 N- 7-2-0 7-2-0 3x4 = 1x4 II 5x5 = 3x4 = 6.00 12 5 19 206 7 3x8 = 6-2-12 , 9-5-10 11-11-0 19-1-0 26-3-0 6-2-12 3-2-14 2-5-6 7-2-0 7-2-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1160/Mechanical, 2=1334/0-8-0 Max Horz 2=435(LC 7) Max Uplift 9=-404(LC 5), 2=-518(LC 8) Max Grav 9=1218(LC 13), 2=1367(LC 13) CSI. DEFL. in (loc) I/deft Ud TC 0.59 Vert(LL) -0.22 10-12 >999 240 BC 0.84 Vert(TL) -0.52 10-12 >598 180 WB 0.75 Horz(TL) 0.06 9 n/a n/a Matrix -AS Scale=1:48.6 4x4 = sxb PLATES GRIP MT20 244/190 Weight: 147 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 8-9, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2089/680, 3-5=-1785/630, 5-6=1070/485, 6-8=-1070/485, 8-9=-1104/412 BOT CHORD 2-12=-674/1926, 10-12=-525/1377 WEBS 5-10=-318/108, 6-10=-560/306, 8-10=-467/1418, 3-12=-436/273, 5-12=-133/608 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 404 lb uplift at joint 9 and 518 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 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 -.Y�• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall �ip�� 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 iVliTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J33967 GHO Lot 53 Boyer Residence T11317980 J3'0967 ` B02 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:29 2017 Page 1 ID:6zllmLrNk el6oOuhJmH5rzMlC-gg3gbymO8pT6lh43utZvHtcqaCPa4E-6fMXsdzz8Le8 -2-M :28 5-10-4 11-2-0 12-7-0 195-0 26-3-0 1-9 8 0- -8 5-10� 5-3-12 1-5-0 6-10-0 6-10-0 4x4 6.00 12 64x4 = tx4 II Scale = 1:49.4 4x4 = 3x4 = 1x4 II 3x6 = """ 3x6 = II axo 5-1OA 5-3-12 1-5-0 6-10-0 6-10-0 Plate Offsets (X,Y)— 11:0-2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 CSI. DEFL. in (loc) Udefl Ud TC 0.74 Vert(LL) -0.11 10-12 >999 240 BC 0.67 Vert(TL) -0.36 10-12 >872 180 WB 0.64 Horz(TL) 0.07 9 n/a n/a Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1162/Mechanical, 2=1332/0-8-0 Max Horz 2=388(LC 7) Max Uplift 9=-384(LC 8), 2=-521(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2052/667, 3-5=1580/584, 5-6=1506/616, 6-7=-1255/522, 7-8=-1255/522, 8-9=-1102/405 BOT CHORD 2-13=-594/1804, 12-13=-594/1804, 10-12=-527/1537 WEBS 3-12=-538/251, 6-10=-371/128, 7-10=-542/292, 8-10=-499/1520, 5-12=-399/1086, 6-12=-739/331 PLATES GRIP MT20 244/190 Weight: 153 lb FT = O% Structural wood sheathing directly applied, except end verticals Rigid ceiling directly applied. 1 Row at midpt 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at joint 9 and 521 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. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall i•� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPII Quality Criteria, DSB-89 and 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 J33967 GHO Lot 53 Boyer Residence T11317981 J33967 B03 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:30 2017 1-9-8 0-2=8 5-10-4 5-3-12 2-7-0 6-2-8 6-3-8 4x4 = 6.00 12 Scale = 1:49.4 3x4 = 5x8 = 3x4 = ax0 7-7-8 13-9-0 19-11-8 26-M 7-7-8 6-1-8 6-2-8 6-3-8 Plate Offsets (X,Y)— f1:0-2-4.0-0-81.f11:0-3-4.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.12 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.27 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 150 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 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1161/Mechanical, 2=1333/0-8-0 Max Horz 2=371(LC 7) Max Uplift 9=-384(LC 8), 2=-521(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2045/685, 3-5=1847/704, 5-6=-2040/817, 8-9=-1101/404, 6-7=-1734/665, 7-8=1328/537 BOT CHORD 2-12=-557/1785, 11-12=-417/1309, 10-11=-451/1328 WEBS 3-12=-384/240, 5-12=-187/540, 5-11=-403/1089, 6-11=-1148/490, 7-11 =-1 59/501, 7-10=-795/339, 8-10=-527/1589 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at joint 9 and 521 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''Y2" gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply J33967 GHO Lot 53 Boyer Residence T11317982 JA967 B04 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:31 2017 Page 1 ID:6zi l mLrNk_el6oOuhJmH5rzNViC-m3BbOdnGgRjpY_DS?IbNNIiGuOBOY8HP7gOyiSz8Le6 2-0-0 -0 8 5-10 4 " -0 15 8-0 20-11 8 26-3-0 1-9-8 0- -8 5-10-4 5-3-12 4-6-0 5-3-8 5-3-8 4x4 = 6.00 12 Scale = 1:49.3 cn ob 3x4 = 3x8 = 4x4 = ex4 I I 7-7-8 15-8-0 20-11-8 26-3-0 7-7-8 8-0-8 5-3-8 5-3-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 TCDL 15.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP NO.2 'Except' 5-6: 2x4 SP No.1 BOT CHORD 2x4 SP 285OF 1.8E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.15 11-13 >999 240 MT20 244/190 Vert(TL) -0.43 11-13 >728 180 Horz(TL) 0.05 9 n/a n/a Weight: 144 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1161/0-7-0, 2=1333/0-8-0 Max Horz 2=342(LC 7) Max Uplift 9=-382(LC 8), 2=-523(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2054/683, 3-5=18561703, 5-6=2533/971, 6-7=-2152/773, 7-8=-1475/563, 8-9=1105/398 BOT CHORD 2-13=-537/1863, 11-13=-337/1331, 10-11=-429/1475 WEBS 3-13=-377/236, 5-13=-175/620, 5-11=-519/1437, 6-11=-1402/583, 7-11=-252/826, 7A0=-859/341, 8-10=-571/1725 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint 9 and 523 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall piTek� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oly Ply J33967 GHO Lot 53 Boyer Residence T11317983 J31967 B05 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:32 2017 Page 1 ID:6zl1 mLrNk_e16oOuhJmH5rzNV KI C-FFIzEzouRkrg98oeZ76cvVEMyPPkHXwZLWEuz8Le5 2-0-0-0 8 5-10 4 11-2-0 17 6-0 21 8-12 26-3-0 1-9 8 0- 8 5-10-4 5-3-12 6-4-0 4-2-12 4 6A 4x4 = 6.00 12 Scale = 1:49.5 3x4 = .... _... sx4 3x4 = 7-7-8 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 TCDL 15.0 Lumber DOL 1.25 BC 0.77 BCLL 0.0 Rep Stress Incr YES WB 0.95 BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1161/0-7-0, 2=1333/0-8-0 Max Horz 2=315(LC 7) Max Uplift 9=-381(LC 8), 2=-524(LC 8) 14-8-8 17.6-0 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.16 9-10 >999 240 MT20 244/190 Vert(TL) -0.47 9-10 >671 180 Horz(TL) 0.09 9 n/a n/a Weight: 138 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2039/681, 3-5=1843/702, 5-6=2184/798, 6-7=-2733/944 BOT CHORD 2-13=-525/1820, 11-13=-317/1317, 10-11=-849/2763, 9-10=532/1703 WEBS 3-13=-370/225, 5-13=-165/582, 5-11=-345/1066, 6-10=-506/231, 7-10=-355/1204, 7-9=-1877/665, 6-11=-1192/465 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 381 lb uplift at joint 9 and 524 lb uplift at joint 2. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 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 iviiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J33967 GHO Lot 53 Boyer Residence T11317984 J3�3967 B06 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:33 2017 Page 1 ID:6zl1 mLrNk_el6oOuhJmH5rzNV C-jSJLRJpNB2zXnl Ng7jdrSjncjpnyO_Sia_V3mKz8Le4 -2-0-0 40 -8 5-10-4 11-2-0 15-5-0 6-5-12 19-8-0 22-11-8 26-3-0 1-9-8 0- -8 5-10-4 5-3-12 4-3-0 1-0-12 3-2-4 3-3-8 3-3-8 3x4 = 4x4 = 6.00 12 3x4 = Scale = 1:49.3 IF 3x6 = 4x12 = 2x4 II 7-7-8 11-2-0 14-8-8 19-8-0 22-11-8 26-3-0 7-7-8 3-6-8 3-6-8 4-11-8 3-3-8 3-3-8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 `Except` 5-7,7-9: 2x4 SP 285OF 1.8E BOT CHORD 2x4 SP No.2 `Except* 10-14: 2x4 SP 285OF 1.8E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=1160/0-7-0, 2=1334/0-8-0 Max Horz 2=282(LC 7) Max Uplift 10=-380(LC 8), 2=-525(LC 8) CSI. DEFL. in (loc) I/defl L/d TC 0.34 Vert(LL) 0.23 12-13 >999 240 BC 0.58 Vert(TL) -0.49 12-13 >638 180 WB 0.93 Horz(TL) 0.09 10 n/a n/a Matrix -AS PLATES GRIP MT20 244/190 Weight: 138 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2032/684, 3-5=1836/704, 5-6=2232/838, 6-7=4525/1550, 7-8=-2332/796, 8-9=-2332/796, 9-1 0=-1 106/381 BOT CHORD 2-15=-518/1798, 13-15=-302/1310, 12-13=-749/2437, 11-12=-1238/3904 WEBS 3-15=-374/232, 7-12=-1446/535,6-13=-962/433,5-13=-397/1196, 5-15=-172/572, 6-12=-734/2180, 8-11 =-264/141, 9-11 =-805/2453, 7-11 =-1 707/546 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 380 lb uplift at joint 10 and 525 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'%" gypsum sheetrock be applied directly to the bottom chord. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R AiTel.° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MY� 7 R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317985 J3�967 B07G ROOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 1-9-8 0-2-8 5-10-4 3x4 = 8.110 s I D:6zi l mLrNk_e16t 11-2-0 16-5-12 5-3-12 5-3-12 4x4 = 6.00 12 3x4 = 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:34 2017 2-6-4 ' 2-0-0 2-" 12-8-8 08 = 5x10 = 7-7-8 14-8-8 19-0-0 21-0-0 23.6-8 26-3-0 Scale = 1:49.3 IF LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.32 13-14 >991 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.62 13-14 >501 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.67 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 137 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, 5-8,8-10: 2x4 SP 285OF 1.8E except end verticals. BOT CHORD 2x4 SP 2850F 1.8E BOT CHORD Rigid ceiling directly applied or 5-3-10 oc bracing. WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 10-11: 2x6 SP No.2, 10-12,8-12: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation uide. REACTIONS. (lb/size) 11 =1 038/0-7-0, 2=1318/0-8-0 Max Horz 2=262(LC 31) Max Uplift 11=-458(LC 8), 2=-534(LC 8) Max Grav 11=1167(LC 37), 2=1318(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1996/701, 3-5=-1798/721, 5-6=-2167/870, 6-7=-3729/1404, 7-8=3718/1352, 8-9=-3480/1357, 9-10=-3480/1357, 10-11 =-1 074/433 BOT CHORD 2-17=-527/1800, 15-17=-306/1286, 14-15=-790/2343, 13-14=2181/5921, 12-13=-2167/5895, 11-12=-102/288 WEBS 3-17=-385/242, 5-17=-182/586, 5-15=-428/1214, 6-15=-1016/470, 6-14=-580/1531, 10-1 2=-1 275/3310, 8-12=-2538/875, 8-14=-2768/1085 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 458 lb uplift at joint 11 and 534 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 Ill down and 84 lb up at 22-4-12, and 88 lb down and 84 lb up at 24-4-12 on top chord, and 66 lb down and 59 lb up at 22-4-12, and 66 lb down and 59 lb up at 24-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ITS building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and Bost Building Component 69g4 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 J33967 GHO Lot 53 Boyer Residence T11317985 J3�967 ' B07G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-8=-70, 8-10=-70, 11-21=-20 Concentrated Loads (lb) Vert: 24=34(B) 25=34(B) 28=31 (B) 29=31 (B) 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:35 2017 Page 2 ID:6zl1 mLrNk_el6oOuhJmH5rzNViC-fgQ6s?gnjfDFOcXDE7gJX8swidRXUyO?21_ArDz8Le2 ®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 MITe'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 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 J33967 GHO Lot 53 Boyer Residence T11317986 J3�967 ' C01 COMMON 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:35 2017 Page 1 ID:6zl1 mLrNk_e16oOuhJmH5rzNViC-fgQ6s?gnjfDFOcXDE7gJX8szfdUDU3N?21_ArDz8Le2 -2-0-0 -0 2 5-1 OA 11-2-0 16-5-12 22-4-0 1-9 8 0- -8 5-1OA 5-3-12 5-3-12 5-104 Scale=1:41.8 4x4 = 60 R 0 N4 = 1x4 II 7-7-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 15.0 Lumber DOL 1.25 BC 0.53 BCLL 0.0 Rep Stress Incr YES WB 0.20 BCDL 10.0 Code FBC2014rrP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=1003/0-8-0, 2=1152/0-8-0 Max Horz 2=236(LC 7) Max Uplift 6=-329(LC 8), 2=-465(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1657/562, 3-4=1458/581, 4-5=-1467/590, 5-6=-1665/571 BOT CHORD 2-9=399/1491, 7-9=175/971, 6-7=410/1419 WEBS 4-7=-196/601, 5-7=-390/244, 4-9=-182/591, 3-9=383/237 14-8-8 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.10 7-9 >999 240 MT20 244/190 Vert(TL) -0.24 7-9 >999 180 Horz(TL) 0.05 6 n/a n/a Weight: 106 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 6 and 465 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall AiTek� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the " fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317987 J3§967 CO2 COMMON 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 -2-0-0 :2-8 5-10-4 1-9-8 0- -8 5-10-4 W o � 5-3-12 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:36 2017 ID:6z11mLrNk e16oOuhJmH5rzNViC-71 U3LrPUzL6em6PorBY4LP701gZDWi8Gyljl 4x4 = 5-3-12 5-10-4 0-2=8 1-9-8 7-7-8 14-8-8 224-0 ' 7-7-8 7-1-0 7-7-8 Plate Offsets (X.Y)— 11:0-2-4 0-0-81 17:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 15.0 Lumber DOL 1.25 BC 0.52 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1150/0-8-0, 6=1150/0-8-0 Max Horz 2=-244(LC 6) Max Uplift 2=-463(LC 8), 6=-463(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1652/558, 3-4=1454/577, 4-5=1454/577, 5-6=-1652/558 BOT CHORD 2-10=-310/1511, 8-10=-86/991, 6-8=310/1405 WEBS 4-8=-184/590, 5-8=-384/237, 4-10=-184/591, 3-10=-383/237 Scale = 1:45.4 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.10 8-10 >999 240 MT20 2441190 Vert(TL) -0.24 8-10 >999 180 Horz(TL) 0.05 6 n/a n/a Weight: 114 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FrisMiTe:e-mmendsrthat Stabilizers and required cross bracing intalledduring truss erection, in accordance with Stabilizer tallation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 463 lb uplift at joint 2 and 463 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 W gypsum sheetrock be applied directly to the bottom chord. c4 II :�? d ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711-7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �e 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 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317988 A967 CO3 HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:37 2017 Page 1 I D:6z11 mLrNk_el6oOuhJmH5rzN V C-bDYsHhs1 FHTzGvhbMYincZx18QAoyz_I VcTHw6z8LeO 11-4-0 -2-0-0 -0 8 5-10-4 11-0-0 11 16-5-12 22-4-0 22 8 24-4-0 1-9-8 0. -8 5-10-4 5-1-12 0- - 6-1-12 5-10-4 0. -8 1-9-8 0-2-0 Scale = 1:46.1 4x4 = M :o 3x4 = 3x4 — 5-10-4 7-7-8 11-0-0 11 0 14-8-8 16-5-12 22-4-0 5-10-4 1-9-4 3-4-8 0-4 3-4-8 1-9-4 5-10-4 Plate Offsets (X Y)— fl:0-2-4 0-0-81 17:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) BCLL 0.0 ' Rep Stress Incr YES WE 0.20 Horz(TL) BCDL 10.0 Code FBC2014lrP12007 Matrix -AS in (loc) I/deft Ud -0.10 8-10 >999 240 -0.24 8-10 >999 180 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP.No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1150/0-8-0 6=1150/0-8-0 Max Horz 2=243(LC 7) Max Uplift 2=-463(LC 8), 6=-463(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1652/558, 3-4=-1454/576, 4-5=-1454/576, 5-6=-1652/558 BOT CHORD 2-10=-310/1510, 8-10=-89/997, 6-8=310/1405 WEBS 3-10=-375/233, 4-10=-180/584, 4-8=180/583, 5-8=-375/233 0.05 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 113 lb FT = 0% Structural wood sheathing directly applied Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 463 lb uplift at joint 2 and 463 lb uplift at joint 6. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Dot 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 � q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Tmss Truss Type Qty Ply J33967 GHO Lot 53 Boye r Residence T11317989 J33967 � C04 HIP 1 1 - Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:38 2017 Page 1 ID:6zI1 mLrNk_el6oOuhJmH5rzNViC-3P6EU 1 tf0abqu3GovGD09mUTugTkhRSRkGCgSYz8Le? -2-0-0 -0 -8 4-9-4 9-0-0 13-4-0 17-6-12 22-4-0 22 8 24-4-0 1-9-8 0- -8 4-9 4 4-2-12 4-4-0 4-2-12 4-9-4 0- -8 Scale = 1:46.0 4x4 = 4x8 = 4 24 255 4x4 — 9-0-0 13-4-0 22-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.12 9-23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.34 9-23 >795 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 120 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1150/0-8-0, 7=1150/0-8-0 Max Horz 2=-205(LC 6) , Max Uplift 2=-463(LC 8), 7=-463(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1667/598, 3-4=-1347/502, 4-5=1150/493, 5-6=-1346/503, 6-7=-1666/598 BOT CHORD 2-11=-363/1462, 9-11=-167/1149, 7-9=-363/1432 WEBS 3-11=-369/223, 4-11=-64/315, 5-9=-64/315, 6-9=-371/223 Structural wood sheathing directly applied Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 463 lb uplift at joint 2 and 463 lb uplift at joint 7. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317990 J33967 � C05G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:39 2017 Page 1 ID:6zilmLrNk_e16oOuhJmH5rcNVC-XcgciMtHnujhVDr TzkFh_1W_KEoZQrkbyvyNz8Le_ -2-0-0-0 4-0-0 7-0-0 11-2-0 15-4-0 184-022-400 22 824-4-0 1-9 8- 8 04-0-0 3-0-0 4-2-0 4-2-0 3-0-0 4-0-0 0- 8 1-9-8 Scale = 1:46.3 4x8 = 1x4 II 4x8 = 4 26 27 5 28 29 6 3x6 = 3$M — 3X4 — 3X5 — 3x8 = 7-0-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014rTP12007 CSI. TC 0.78 BC 0.76 WB 0.37 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) Vdefl Ud 0.29 12-13 >937 240 -0.39 12-13 >680 180 0.13 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 123 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-4-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2221/0-8-0, 8=2221/0-8-0 Max Horz 2=-168(LC 23) Max Uplift 2=-1357(LC 8), 8=-1357(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3982/2480, 3-4=-3801/2466, 4-5=-4013/2778, 5-6=-4013/2778, 6-7=-3801/2466, 7-8=-3982/2480 BOT CHORD 2-13=-2037/3481, 12-13=-1985/3402, 10-12=-1985/3403, 8-10=-2037/3482 WEBS 4-13=-347/706,4-12=-698/858, 5-12=-767/528,6-12=698/858, 6-10=-347/706, 7-1 0=-316/230, 3-13=-314/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1357 Ito uplift at joint 2 and 1357 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 177 lb down and 192 lb up at 7-0-0, 177 lb down and 184 lb up at 9-0-12, 177 lb down and 184 lb up at 11-0-12, 177 lb down and 184 lb up at 11-3-4, and 177 lb down and 184 lb up at 13-3-4, and 177 lb down and 192 lb up at 15-4-0 on top chord, and 530 lb down and 351 lb up at 7-0-0, 85 lb down and 126 lb up at 9-0-12, 85 lb down and 126 lb up at 11-0-12, 85 lb down and 126 lb up at 11-3-4, and 85 lb down and 126 lb up at 13-3-4, and 530 lb down and 351 lb up at 15-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 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 R A'�elY�.' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the �Y� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jo~ Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317990 J3r3967 t C05G HIP GIRDER 1 1 Job Reference o liana/ East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:39 2017 Page 2 ID:6z11mLrNk_el6oOuhJmH5rzNVGXcgciMtHnujhVDr TzkFh_1WKEoZQrkbyvyN_z8Le_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-9=-70, 20-23=-20 Concentrated Loads (lb) Vert: 4=-140(B) 6=-140(B) 13=-530(B) 12=-121(B) 5=-280(B) 10=-530(B) 26=-140(B) 29=-140(B) 30=-60(B) 31=-60(B) 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 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 J33967 GHO Lot 53 Boyer Residence T11317991 J3'J967 D01 COMMON 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:40 2017 Page 1 I D:6zI l mLrNk_el6oOuhJmH5rzN V C-OoE?viuvYCrY7NPA1 hFUEBZlme9a9MSkBZhxVQz8Ldz -2-0-0 2 1-6-1 4-8-0 9-4-0 9 - 11-4-0 1-9-8 0-2 1.6-1 3-1-15 4-8-0 0-2- Scale = 1:24.9 04 = 1 4 4-81 9-3-4 9 0 1 4-1 0-2-0 3-1-15 4-7-4 0-0- 2 Plate Offsets (X.Y)— f1:0-2-4.0-0-81.f6:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.08 7-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.10 7-20 >930 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -AS Weight: 48 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 FMiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=673/0-4-0, 5=456/0-3-5 Max Horz 8=-124(LC 6) Max Uplift 8=-537(LC 8). 5=-364(LC 8) Max Grav 8=673(LC 1), 5=463(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-8=400/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 537 lb uplift at joint 8 and 364 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 - 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 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, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317992 J33967 D02G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:41 2017 Page 1 1 D:6z11 mLrNk_el6oOuhJmH5rzNViC-U_oN72vYJVzPiX_NbOnjmP6tl2UGup4tQDRU2tz8Ldy -2-M 2 16-1 3-0-0 6-4-0 7-9-3 7- 15 9-4-0 9 11-4-0 1-9 8 0-2 1 6-1 1-5-15 3 4-0 1-5-3 0- -12 1-8-1 0-2 1-9-8 4x4 = 4x4 = 1 4-1 1 1 3-0-0 6 3-0 7-9-3 7- 15 9-34 9 0- 1-5 15 34-0 1-5-3 0 -12 1-5-5 0 -12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=76210-4-0, 7=516/0-3-5 Max Horz 12=94(1_C 6) Max Uplift 12=-680(LC 8), 7=-461(LC 8) Max Grav 12=762(LC 1), 7=545(LC 18) CSI. DEFL. TC 0.75 Vert(LL) BC 0.74 Vert(TL) WB 0.13 Horz(TL) Matrix -MS in (loc) I/dell L/d 0.13 10 >701 240 -0.15 10 >635 180 0.01 7 n/a n/a Scale = 1:25.3 PLATES GRIP MT20 244/190 Weight: 49 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=346/369, 3-4=-410/438, 4-5=-314/376, 5-6=362/402, 6-7=-410/412 BOT CHORD 2-12=-353/401, 11-12=-282/401, 10-11=-297/410, 9-10=-284/396, 7-9=-284/396 WEBS 3-12=-478/422 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 680 lb uplift at joint 12 and 461 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 65 lb up at 3-0-0, and 38 lb down and 57 lb up at 4-8-0, and 38 lb down and 65 lb up at 6-4-0 on top chord, and 174 lb down and 108 lb up at 3-0-0, and 15 lb down and 13 lb up at 4-8-0, and 174 lb down and 108 lb up at 6-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, toads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=70, 4-5=-70, 5-8=-70, 19-22=-20 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek' TBE' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply J33967 GHO Lot 53 Boyer Residence T11317992 J33967 D02G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-0(B) 5=-0(B) 11=-74(B) 10=74(B) 26=-0(B) 28=2(B) 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:41 2017 Page 2 1 D:6z11 mLrNk_el6oOuhJmH5rzN V C-U_oN72vYJVzPIX_NbOnjmP6tl2UGup4tQDRU2tz8Ldy ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �' �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317993 J3$967 E01 ROOF SPECIAL 1 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:42 2017 Page 1 ID:6z11mLrNk el 6oOuhJmH5rzNVC-yBLIKOwA4p5GMhZZ86lyJcf2WRvcdFPlftA2aJz8Ldx 6-11-0 4x4 = 3x4 = 4 3x4 11 3 44 = Scale = 1:37.9 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.72 BC 0.42 WB 0.12 Matrix -MS DEFL. in Vert(LL) -0.08 Vert(TL) -0.19 Horz(TL) -0.00 (loc) I/deft Ud 3-4 >992 240 3-4 >417 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 51 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. WEBS 1 Row at midpt 1-3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=29810-7-0, 3=298/Mechanical Max Horz 4=431(LC 5) Max Uplift 4=-337(LC 4), 3=-337(LC 5) Max Grav 4=477(LC 14), 3=431(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-340/342 BOT CHORD 3-4=-369/322 WEBS 1-3=292/292 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 337 lb uplift at joint 4 and 337 lb uplift at joint 3. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 69134 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 J33967 GHO Lot 53 Boyer Residence J:�3967 Y E02G ROOF SPECIAL GIRDER 1 1 T11317994 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2x4 = 3x6 = 6-11-0 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:43 2017 Page 1 ID:6zllmLrNk e16oOuhJmH5rzNViC-QNv7Xkwof7E6_g8lippBsgBEirFRMfRAtXwb6lz8Ldw 10 3x4 = Scale = 1:32.8 6 2x4 II 3x4 = 6-11-0 6-11-0 Plate Offsets (X,Y)— f2:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.07 5-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.18 5-6 >440 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MS Weight: 56 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=414/0-7-0, 5=419/Mechanical Max Horz 6=-360(LC 4) Max Uplift 6=-288(LC 4), 5=-291(LC 5) Max Grav 6=521(LC 23), 5=566(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7=447/300, 1-7=-373/261, 1-2=-277/183, 3-5=-358/192 BOT CHORD 5-6=296/291, 3-4=-142/348, 4-7=-194/331 WEBS 14=182/267, 4-5=-278/257 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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 288 lb uplift at joint 6 and 291 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 86 lb up at 1-10-4, and 208 lb down and 86 lb up at 3-10-4, and 197 lb down and 85 lb up at 5-6-4 on top chord. The design/selection of such connection device(s) is the.responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 5-6=-20, 3-7=-20 ®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 pal 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 iviiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot53 Boyer Residence T11317994 J3r3967 E02G ROOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:43 2017 Page 2 ID:6zl1 mLrNk_e16oOuhJmH5rzNViC-QNv7Xkwor7E6_gBlippBsgBEirFRMfRAtXwb6lzBLdw LOAD CASE(S) Standard Concentrated Loads (Ib) Vert:4=-35(F) 11=-35(F) 12=35(1`) AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN 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 Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317995 LJob J3rJ967 E03 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:44 2017 Page 1 1 D:6z11 mLrNk_el6oOuhJmH5rzNV C-uZTV14xQcQMzcjxGWKQ01 kOUFeY56OK6Bf8eCz8Ldv 4-8-12 6-11-0 4-8-12 2-211 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014frP12007 6.00 12 6 4 2x4 II 3x8 = 3x4 1 � 4-8-12 6-11-0 CSI. DEFL. in (loc) Udell Ud TC 0.76 Vert(LL) -0.02 5-6 >999 240 BC 0.19 Vert(TL) -0.04 5-6 >999 180 WB 0.30 Horz(TL) -0.00 4 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=298/0-7-0, 4=298/Mechanical Max Horz 6=475(LC 7) Max Uplift 6=-306(LC 4). 4=-341(LC 5) Max Grav 6=444(LC 14), 4=446(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-400/307, 3-4=-426/311 BOT CHORD 5-6=-425/313 WEBS 1-5=-265/373, 2-5=-313/187, 3-5=-341/450 Scale = 1:38.7 PLATES GRIP MT20 244/190 Weight: 66 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 9-0-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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 306 lb uplift at joint 6 and 341 lb uplift at joint 4. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII 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 Job Truss Truss Type - Qty Ply J33967 GHO Lot 53 Boyer Residence T11317996 JA967 E04G ROOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:45 2017 Page 1 ID:6zl1 mLrNk_el6oOuhJmH5rzN V C-MI1 uyQy2NkUgD818gErfxFHYlfu5gQOTLrPiBez8Ldu 3-2-0 6-11-0 3-2-0 1 3-9-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SP No.3 "Except" 1-6: 2x6 SP No.2 REACTIONS. (lb/size) 6=1886/0-7-0, 4=2126/Mechanical Max Horz 6=468(LC 18) Max Uplift 6=-783(LC 4), 4=-958(LC 5) 6.00 12 3x6 II HUS26 8x8 = HUS26 4x8 11 HUS26 3-2-0 6-110 3-2-0 3-9-0 CSI. DEFL. in (loc) Vdefl Ud TC 0.82 Vert(LL) 0.04 4-5 >999 240 BC 0.62 Vert(TL) -0.07 4-5 >999 180 WB 0.87 Horz(TL) -0.00 4 n/a n/a Matrix -MS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1613/697, 1-2=922/431, 2-3=-1095/557, 3-4=-1270/645 BOT CHORD 5-6=429/276 WEBS 1-5=-721/1744, 2-5=679/349, 3-5=-88611855 Scale = 1:41.0 PLATES GRIP MT20 244/190 Weight: 75 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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 783 lb uplift at joint 6 and 958 lb uplift at joint 4. 8) Use Simpson Strong -Tie HUS26 (14-1Od Girder, 4-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-2-0 cc max. starting at 2-2-12 from the left end to 5-6-12 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-3=-70, 4-6=-20 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII 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 J33967 GHO Lot 53 Boyer Residence T11317996 J93967 ' E04G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:45 2017 Page 2 I D:6z11 mLrNk_el6oOuhJmH5rzNViC-MI1 uyQy2NkUgD818gErfxFHYlfu5gQOTLrPiBez8Ldu LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 7=-1141(F) 8=-1142(F) 9=-1140(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence >< T11317997 J313967 FG01 ROOF SPECIAL GIRDER 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:46 2017 Page 1 ID:6zl1 mLrNk_e16oOuhJmH5rzNV C-gybGAmzg82chritKNxMuTSpgL3KHZ1 gcZV8Fj4z8Ldt 4 4-6 6-10-12 9-9-7 13-3-7 4-54 2-5-8 2-10-12 3-6-0 0 0 4 4x6 = Scale = 1:26.4 2x4 II 4x6 = 2x4 II 5x6 = 1 14 15 2 16 17 3 18 19 20 4 21 22 5 10 93x6 II VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 6-7-6 6- 0- 2 9-9-7 13-3-7 6.7-6 0-3 2-10-12 3-6-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 3-9: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-10: 2x6 SP No.2, 5-13: 2xB SP No.2 CSI. DEFL. in floc) I/deft Lid TC 0.35 Vert(LL) O:06 9-10 >999 240 BC 0.18 Vert(TL) -0.06 9-10 >999 180 WB 0.22 Horz(TL) -0.01 13 n/a n1a Matrix -MS REACTIONS. (lb/size) 10=612/Mechanical, 9=1875/0-6-12, 13=640/0-7-4 Max Horz 10=267(LC 4) Max Uplift 10=-609(LC 4), 9=-1681(LC 5), 13=-1393(LC 8) Max Grav 10=612(LC 1), 9=1875(LC 1), 13=1100(LC 29) 0 0 PLATES GRIP MT20 244/190 Weight: 214 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. JOINTS 1 Brace at Jt(s): 12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-553/416, 3-4=961/877, 4-5=-961/877, 6-13=-1100/1393, 5-6=-1104/1320 BOT CHORD 8-9=-1811/1559, 3-8=-1690/1356, 7-8=-261/156, 6-7=-364/273 WEBS 10-12=-272/268, 8-12=-281/275, 4-7=-732/590, 5-7=-842/896, 3-7=-853/922 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2xB - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 10) ,Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 609 lb uplift at joint 10, 1681 lb uplift at joint 9 and 1393 lb uplift at joint 13. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 229 lb down and 246 lb up at 1-4-12, 246 lb down and 265 lb up at 3-0-12, 246 lb down and 265 lb up at 5-0-12, 393 lb down and 396 lb up at 7-0-12, 393 lb down and 396 lb up at 8-7-4, 475 lb down and 493 lb up at 10-7-4, and 321 lb down and 347 lb up at 12-7-11, and 739 lb down and 793 lb up at 12-11-13 on top chord. The design/selection of such connection device(s) is the responsibility of others. tz ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply J33967 GHO Lot 53 Boyer Residence T71317997 Jk967 FG01 ROOF SPECIAL GIRDER 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:46 2017 Page 2 ID:6zl1 mLrNk_el6o0uhJmH5rzNViC-gybGAmzg82chrltKNxMuTSpgL3KHZ1 gcZVBFj4z8Ldt LOAD CASE(S) Standard 1) Dead + Roof Livelbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 9-10=-20, 6-8=-20 Concentrated Loads (lb) Vert: 5=324 14=229 15=-246 16=-246 18=-393(B) 20=-393(B) 21=-475 22=-321 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVli l*ek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33967 GHO Lot 53 Boyer Residence T11317998 it J3t3967 FG02 ROOF SPECIAL GIRDER 1 n L Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:47 2017 Page 1 I D:6z11 mLrNk_el6oOuhJmH5rzNYC-189eN6_IuLkYTSSWxfu7OgM?RSgdlSgmo9upF Wz8Lds 4-7-4 9-2-8 4-7A 4-7-4 Scale: 12"=l' 13 54 = 1x4 II 15 16 17 1x4 II 1x4 II 4x6 = 18 3 19 20 4 12 J11X4 3 5 3x8 = 1 x4 11 7 6 3x8 = tx4 II @ B E C LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 TCDL 15.0 Lumber DOL 1.25 BC 0.17 BCLL 0.0 Rep Stress Incr NO WB 0.36 BCDL 10.0 Code FBC20141TPI2007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` 1-13,4-14: 2x8 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 13=764/0-7-4, 14=76410-7-4 Max Horz 13=273(1_13 4) Max Uplift 13=1557(1_13 4), 14=1558(LC 5) Max Grav 13=1201(LC 29), 14=1201(LC 28) DEFL. in floc) Vdefl Ud PLATES GRIP Vert(LL) 0.03 6-7 >999 240 MT20 2441190 Vert(TL) -0.03 6-7 >999 180 Horz(TL) -0.03 14 n/a n/a Weight: 136 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 8-13=-1201/1557, 1-8=-1220/1474, 1-2=-1181/1184, 2-3=-1181/1184, 3-4=-1181/1184, 5-14=-1201/1558,4-5=-1095/1377 BOT CHORD 7-8=491/368, 6-7=-281/191, 5-6=-281/191 WEBS 1-7=1226/1209, 2-7=-959/793, 7-12=-1196/1169, 4-12=-1210/1185 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.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. 10) Bearing at joint(s) 13, 14 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1557 lb uplift at joint 13 and 1558 lb uplift at joint 14. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 rev. 1010312015 BEFORE USE. u* Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not p�• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall i�.� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the piTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J33967 GHO Lot 53 Boyer Residence t. T11317998 J:i3967 FG02 ROOF SPECIAL GIRDER 1 n L Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:47 2017 Page 2 ID:6z11mLrNk el 6o0uhJmH5rzNVC-189eN6_IuLkYTSSVMu70gM7RSgdlSgmo9upFWz8Lds NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 743 lb down and 799 lb up at 0-3-10, 317 lb down and 349 lb up at 0-11-9, 258 lb down and 304 lb up at 3-0-0, 258 lb down and 304 lb up at 4-7-4. 258 lb down and 304 lb up at 6-2-8, and 317 lb down and 349 lb up at 8-2-15, and 743 lb down and 799 lb up at 8-10-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) Studding applied to ply: 1(Front) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced); Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 5-8=-20 Concentrated Loads (lb) Vert: 1=326'2=-258 4=326 15=317 17=-258 18=-258 20=-317 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J33967 GHO Lot 53 Boyer Residence 4 T11317999 J13967 MV2 VALLEY 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2x4 i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 TCDL 15.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix-13 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=62/2-0-0, 2=4812-0-0, 3=14/2-0-0 Max Horz 1=42(LC 8) Max Uplift 1=-15(LC 8), 2=-40(LC 8) Max Grav 1=63(LC 13), 2=55(LC 13), 3=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu Jun 8 12:14:48 2017 Page 1 I D:6z11 mLrNk_el6oOuhJmH5rzNViC-nKjObR_xffsP4cljVMPMZtvFQs201_Ivl pdMnzz8Ldr 2-0-0 Scale = 1:7.8 DEFL, in (loc) I/defl Lid PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(TL) n/a n/a 999 Horz(TL) -0.00 2 n/a n/a Weight: 5 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 1 and 40 lb uplift at joint 2. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE I1711.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeloG 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 ■■�•YY■ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 14_13/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'�1fi , For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS o cr-z cza 03_ 4 I WEBS 0_ T ! V 9 IL W U O F C -8 C6-7 Cs. BOTTOM CHORDS 8 7 6 ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I p bracing should be considered. X O 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. 0- O 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5 I 5. Cut members to bear tightly against each other. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESRA311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrl-PI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIfrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. Lumber design values are in accordance with ANSI7TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at spacing, or less, if no ceiling is installed, unless otherwise noted. established by others. 15. Connections not shown are the responsibility of others. © 2012 MiTek@ All Rights Reserved mm W1 0 MiTek 0 MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria. e