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HomeMy WebLinkAboutTruss plans ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 ORR Ai "�Affeke These truss designs rely on lumber values establigc 'i'�""'_,p F : J32938-J32938 GHO Lot 282 Turner Residence MiTek USA, Inc. )formation: 6904 Parke East Blvd. r mer Info: GHO Homes Project Name: J32938 Model: Tacoma-Classic Tampa, FL 33610-4115 L6VBlock: 282 Subdivision: Meadow Wood Lot/Block:282 City: Ft. Pierce State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria& Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 [All HeighlI Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 98 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. 1Seal# JTruss Name I Date No. Seal# Truss Name Date 11 IT10195133 —CA 1/10/17 118 1 T10195150 1—EJ7P 1/10/17 12 IT10195134 I—CAA 11/10/17 119 IT10195151 I—EJ15 11/10/17 13 IT10195135 I—CAB 11/10/17 120 IT10195152 I—EJ16 11/10/17 1 14 IT10195136 I—CAP 11/10/17 121 IT10195153 I—EJ18 11/10/17 15 I T10195137 I~CJ3 11/10/17 122 I T10195154 I~HJ3P 11/10/17 16 I T10195138 I—CJ3A 11/10/17 123 I T10195155 I—HJ4 11/10/17 17 I T10195139 I—CJ3P 11/10/17 124 I T10195156 I—HJ7 11/10/17 1 18 I T10195140 I—CJ5 11/10/17 125 I T10195157 I—HJ7P 11/10/17 1 19 IT10195141 I—CJ5P 11/10/17 126 IT10195158 J—HJ18 11/10/17 110 I T10195142 I—CJ11 11/10/17 127 I T10195159 I A01 11/10/17 J I11 I T10195143 I—EA 11/10/17 128 I T10195160 I A02 11/10/17 1 112 I T10195144 I—EAA 11/10/17 129 I T10195161 I A03 11/10/17 J 113 I T10195145 I—EJ2 11/10/17 130 I T10195162 I A04 11/10/17 J 114 I T10195146 I—ERA 11/10/17 131 I T10195163 I A05 11/10/17 1 115 I T10195147 I—EJ3P 11/10/17 132 I T10195164 I A06 1 1/10117 L T10195148 —EJ4 I 1/10/17 133 T10195165 A07 1/10/17 1 T10195149 I—EJ7 134 IT10195166 IA08 1/10/17 buss drawing(s)referenced above have been prepared by MiTek USA;Inc.under my direct supervision based on the parameters provided by East Coast Truss. ti Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28,2017. e. 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 STATE OF �! designs comply with ANSUTPI 1. These designs are based upon parameters ✓*'.fi t O P" given (e.g.,loads,supports,dimensions,shapes and design codes),which were fileerefer nice purposeponly,anect d was oft taecific ken account included int he iTeWs preparation of customers f+� j 10 N�1 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 Julluskee Pl No 34869•. should verify applicability of design parameters and properly incorporate these designs MfrdkllSA Iric FL Ert6634., into the overall building design per A"I/TPI 1,Chapter 2. 404 Parke East Blvd Tampa FL 3361t1 pate: j� January 10,2017 Lee,Julius 1 of 2 i i RE: J32938-J32938 GHO Lot 282 Turner Residence Site Information: Customer Info: GHO Homes Project Name: J32938 Model: Tacoma-Classic Lot/Block: 282 Subdivision: Meadow Wood Lot/Block: 282 City: Ft. Pierce State: FL No. Seal# Truss Name I Date�No. Seal# Truss Name Date 135 IT10195167 A09G 1/10/17 178 IT10195210 I E10 11/10/17 I 136 IT10195168 I A10G 11/10/17 179 IT10195211 I E11 1/10/17 I 137 IT10195169 I A11 11/10/17 180 I T10195212 J E12G 1 1110/17 1 138 IT10195170 I Al2 11/10/17 181 IT10195213 1 EJ2A 11/10/17 I 139 IT10195171 IA13 11/10/17 182 IT10195214IF01G 11/10/17 I 140 IT10195172 I A14G 11/10/17 183 IT10195215 I F02 11/10/17 1 141 IT10195173 I B01 11/10/17 184 1T10195216 I F03 11/10/17 1 142 IT10195174 I B02 11/10/17 185 IT10195217 I F04 11/10/17 1 143 IT10195175 I B03 11/10/17 186 IT10195218 I F05 11/10/17 I 144 IT10195176 I B04 11/10/17 187 IT10195219 IF06 . 1/10/17 1 145 IT10195177 I B05 11/10/17 188 IT10195220 I F07 11/10/17 1 146 I T10195178 I B06 11/10/17 189 I T10195221 I F08 11/10/17 1 147 IT10195179 I B07 11/10/17 190 IT10195222 I F09G 11/10/17 1 148 IT10195180 I B08G 11/10/17 191 IT10195223 IG01G 11/10/17 1 149 IT10195181 I B09 1 11/10/17 192 IT10195224 IG02 11/10/17 1 150 IT10195182IB10G 1 11/10/17 193 1 T1 0195225 1 G03 11/10/17 1 151 IT10195183 I C01 1 11/10/17 194 IT10195226 I G04G 11/10/17 1 52 IT10195184 1 CO2 . 11/10/17 195 IT10195227 IH01- !1/10/17 1 153 IT10195185 IC03G 11/10/17 196 IT10195228 I H02G 11/10/17 1 54 IT10195186 I D01G 1/10/17 197 IT10195229 IMG01 11/10/17 I 155 I T10195187 I D02 11/10/17 198 I T10195230 I MV2 11/10/17 1 156 IT10195188 I D03 11/10/17 1 157 IT10195189 I D04 11/10/17 1 58 IT10195190 I D05 11/10/17 1 59 T10195191 I D06 11/10/17 1 160 IT10195192 1 D07 11/10/17 1 161 IT10195193 1 D08 11/10/17 1 162 IT10195194 1 D09 11/10/17 I 163 IT10195195 1 D10 11/10/17 1 164 IT10195196 I D11G 11/10/17 1 165 IT10195197 I D12 11/10/17 1 66 ITI0195198 I D13 11/10/17 167 IT10195199 I D14 11/10/17 1 168 IT10195200 I D15G 11/10/17 I 169 IT10195201 I E01 11/10/17 I 170 IT10195202 1 E02 11/10/17 J �71 IT10195203 J E03 11/10/17 1 172 IT10195204 I E04 1 11/10/17 1 173 {T10195205 I E05G 1_ 11/10/17 I 174 IT10195206 I E06 1 11/10/17 1 175 IT10195207 ;E07 1 11/10/17 I 176 IT10195208 !E08 11/10/17 1 177 IT10195209 1 E09 11/10/17 1 2 of 2 I � IPIFTruss Truss Type Qty Ply �J32938 G O Lot 282 Turner Residence T10195133 -CJ1 Jack-Open 10 1 i Job Reference(optional) Vast Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:12 2017 Page 1 I D:4nWsQOi?xWdQ3AibDR25Urym_dS-h_MurdEO5g8YC2929HzYKabiylh_s?24zLiael zwlxr -2-0-0 1-0-0 r 2-M 1-0-0 Scale=1:9.5 3 t 4 d 6.00 12 2 d 1x4 II d O Q° 4 Qo 1x4 II 1 3x3 = d i 1-0-0 1-0-0 Plate Offsets_(X,Y)- f1:0-2-4,0-0-81.[2:0-0-12.0-0-01 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 0.12 Vert(TL) 0.00 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 rl/a n/a BCDL 10.0 Code FBC2014rTP12007 Matrix-MS Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=39/Mechanical,2=3'40/0-8-0,4=67/Mechanical Max Harz 2=116(LC 8) ' Max Uplift 3=39(LC 1),2=334(LC 8),4=67(LC 1) Max Grav 3=64(LC 8),2=340(LC 1),4=100(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.Dpsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'This cuss 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 f — en the bottom chord and any other members. Refe girder(s)for truss to truss connections. Provi echanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) 2=33 I ®WARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711.7473 rev.10103120115 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 iw 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 I Truss Tr 'uss Type Qty Ply �J32938 MHO Lot 282 Turner Residence T10195134 —CJ1A Jack-Open 4 1 Job Reference(optional) PCoastuss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:12 2017 Page 1 ID:4nWSQ0i?xWdQ3AibDR25Urym_dS-h—MurdEO5g8YC2929HzYKabiylhfs?24zLiae 1 zwlxr -2-0-0 1-0-12 2-0-0 1-0-12 Scale=1:9.7 3 0 6.00 12 2 0 d 1x4 II d v 1x4 II N 1 3x3 = 4 0 71 I Plate Offsets(X,Y)— 11:0-2-4,0-0-81.12:0-1-4,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d 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 0.07 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-MS Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-12 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 REACTIONS. (lb/size) 3=95/Mechanical,2=334/1-0-12 Max Horz 2=117(LC 8) Max Uplift 3=95(1_C 1),2=324(LC 8) Max Grav 3=152(LC 8),2=334(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=18ft;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)-This cuss 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 f t lean the bottom chord and any other members. Ref girder(s)for truss to truss connections. Prove mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=32-IF I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity 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 IY'iTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I Truss Truss Type Qty Ply �J32938 ENO Lot 282 Turner Residence T10195135 —CJ18 Jack-Open 1OF 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:13 2017 Page 1 ID:4nWsQOi?xWdQ3AibDR25Urym_ S-9AwG2zEOs7GPgCkEj?Vnso7zk91tbSIDC?R7ATzwlxq 1-6-0 1-6-0 Scale=1:8.3 2 6.00 12 ,1 l d M v d 3 2x3= 1-6-0 1-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 3 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/TP12007 Matrix-MS Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=134/Mechanical,3=0/Mechanical Max Horz 2=127(LC 1),3=-127(LC 1) Max Uplift 2=107(LC 8) i Max Grav 2=134(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=18ft;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)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 between the bottom chord and any other members. 5)Re girders)for truss to truss connections. 6)Pror mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 2=1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1-7473 rev.10103%2015 BEFORE USE. �* Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not B�• 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 M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Truss Truss Type Qty Ply ' �J32938 G�HO Lot 282 Turner Residence T10195136 —CJ 1 P Jack-Open 8 1 Job Reference o tional PE..1!C...tFt.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:13 2017 Page 1 I D:4n WsQOi?xWdQ3AibDR25Urym_dS-9AwG2zEOs7GPgCkEj?Vnso7ti917bSIDC?R7ATzwlxq i -2-0-0 1-0-12 i 2-0-0 1-0-12 Scale=1:9.7 3 d 5.00 12 2 d d 1x4 II d 0 Q° 4 Qo 1x4 II 1 3X3 = d 1-0-12 1-0-12 Plate Offsets(X,Y)— I1:0-2-4,0-0-81.12:0-0-12,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 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 FBC2014rrP12007 Matrix-MS Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-12 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 REACTIONS, (lb/size) 3=-34/Mechanical,2=384/0-8-0,4=61/Mechanical Max Horz 2=117(LC 8) Max Uplift 3=-34(LC 1),2=324(LC 8),4=61(LC 1) Max Grav 3=59(LC 8),2=334(LC 1),4=92(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=18ft;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)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)T ,Ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' uss 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 tween the bottom chord and any other members. 5)Ref girder(s)for truss to truss connections. 6)Pro mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) 2=32 ®WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based onty 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 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 Truss Truss Type Qty�Plyf2938 GHO Lot 282 Tumer Residence T10195137 —CJ3 Jack-Open 8IP b Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:14 2017 Page 1 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-dMTeGJFfdROGRMIQGiDOP?g1 SZNKKvYMQfBhivzwlxp -2-0-0 3-0-12 2-D-0 3-0-12 Scale=1:14.7 3 6.00 12 m d 1x4 II 2 dI Q' 4 1x4 11 �• Q'. N 1 3x3 = d �3-0-12 3-0-12 Plate Offsets(X.Y)— 11:0-2-4,0-0-81.f2:0-1-0,0-0-01 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) -0.01 4-10 >999 240 MT20 244/190 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 FBC2014lfP12007 Matrix-MS Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-12 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 REACTIONS. (lb/size) 3=66/Mechanical,2=329/0-8-0,4=19/Mechanical Max Horz 2=172(LC 8) Max Uplift 3=32(LC 8),2=226(LC 8) Max Grav 3=75(LC 13),2=329(LC 1),4=47(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=18ft;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)T' uss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' ss 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 wi11 tween the bottom chord and any other members. 5)Ref girder(s)for truss to truss connections. 6)Pro', mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)3 except(Jt=1b) 2=2" ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 16111.7473 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 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 �J32938 GHO Lot 282 Turner Residence JI„i-;�.p938 —CJ3A i Jack-Open 2 1 T10195138 Job Reference o tional E4ist Coast Truss, Ft.Pierce,FL 34946 8.016 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 1012:25:14 2017 Page 1 I D:4nWSQOi?xWdQ3AibDR25Urym_dS-dMTeGJFfdROGRMIQGi00P?g 1 SZMmKvYMQfBhivcvAxp -2-0-0 2-7-0 3-0-0 , 2-0-0 2-7-0 0 5-0 Scale=1:14.6 4 f 6.00 12 i m 5 I 0 1x4 II 2 71 Li 1x4 I I �• 62x3 11 1 3x3= d 2-7-0 2-7-0 Plate Offsets(X.Y)— 11:0-2-4,0-0-81 12:0-0-8 Edge1.13:0-3-0 0.0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.01 6-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 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 FBC2014rrP12007 Matrix-MS Weight:19 lb FT=20% 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 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=48/Mechanical,2=329/0-8-0,5=37/Mechanical Max Horz 2=170(LC 8) Max Uplift 4=-17(LC 5),2=227(LC 8),5=8(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. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.0psf;h=18ft;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)i Iss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' uss 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 tween the bottom chord and any other members. 5)Re girder(s)for truss to truss connections. 6)Prot mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 2=2' ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall r�1p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 VI iTe k� is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 I Job Truss Truss Type City Ply �J32938 GHO Lot 282 Turner Residence rI' T10195139 V't2938 —CJ3P JACK-OPEN 4 1 Job Reference o tional East Coast Truss, Ft Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:15 2017 Page 1 I D:4nWsQOI?xWdQ3AibDR25Urym_dS-5Z10TfGHOIW73WtcgQXFxDDCCyjn3MoWfJwEFLzwlxo -2-M 3-0-12 2-M 3-0-12 Scale=1:14.7 3 6.00 12 m d v 1x4 II 2 M i i dI 1x4 11 �° 4 1 3x3 = d 3-0-12 3-0-12 Plate Offsets(X.Y)— 11:0-2-4.0-0-81 12:0-1-0 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.01 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-12 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 REACTIONS. (lb/size) 3=66/Mechanical,2=329/0-8-0,4=19/Mechanical Max Horz 2=172(LC 8) Max Uplift 3=43(1_C 8),2=286(LC 8),4=45(LC 5) Max Grav 3=67(LC 13),2=329(LC 1),4=47(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=18ft;B=45ft;L=24ft;eave=oft;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) ' ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' uss 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 wit tween the bottom chord and any other members. 5)Ref girder(s)for truss to truss connections. 6)Pro mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) 2=2 I ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev.10103/2015 BEFORE USE. Design valid for use onty with MTekO 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 M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 I Job ' Truss Truss Type Qty Ply �J32938 GHO Lot 282 Turner Residence T10195140 J32938 —CJ5 JACK-OPEN 8 I 1 ' Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 j 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:15 2017 Page 1 ID:4nWSQOI?xWdQ3A bDR25Urym_dS-5Z10TfGHOIW73WtcgQXFxDDCXyel3MoWfJwEFLzMxo -2-0-0 5-0-0 2 0 0 5-M Scale=1:19.5 3 i 1� 6.00 12 d W � N N 1x4 II 2 m 1x4 II 6 e 4 1 � x3 = 5-0-0 5-0-0 Plate Offsets(X.Y)— 11:0-2-4,0-0-81.12:0-1-4 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.02 4-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 4-10 >812 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=138/Mechanical,2=39710-8-0,4=54/Mechanical Max Horz 2=226(LC 8) Max Uplift 3=86(1_C 8),2=219(LC 8) Max Grav 3=152(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. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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 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 ss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Liss 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 wi qW tween the bottom chord and any other members. 5)Ret girder(s)for truss to truss connections. 6)PrD1 mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=2' 7)This russ 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 MITER REFERENCE PAGE 14II-7473 rev.1010312015 BEFORE USE. Design valid for use only whh MTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 i Job Truss Truss Type City Ply J32938 GHO Lot 282 Turner Residence T10195141 J32938 —CJ5P JACK-OPEN 4 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:16 2017 Page 1 ID:4nWsQOi?xWdQ3,AibDR25Urym_dS-albPg_Hv92e_hfSpO72000INHMzLoplfuzgonozW xn 2-0 0 5-0-12 2-0-0 5-0-12 Scale=1:19.6 3 6.00 12 N 1x4 II 2 �I 1.4 11 � 6• 1 4 x3 = L 5-0-12 5-0-12 Plate Offsets(X,Y)— I1:0-2-4,0-0-81,12:0-1-0,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.07 4-10 >823 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.08 4-10 >778 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rt/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=141/Mechanical,2=399/0-8-0,4=55/Mechanical Max Horz 2=227(LC 8) Max Uplift 3=105(LC 8),2=-320(LC 8),4=80(LC 5) Max Grav 3=142(LC 13),2=399(LC 1),4=89(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=18ft;B=45ft;L=24ft;eave=oft;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. ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ss 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 wit tween the bottom chord and any other members. 5)Re_ girder(s)for truss to truss connections. 6)Pro mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except fit=lb) 3=1 2=320. 7)This Truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev.1010312015 BEFORE USE. ' Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must 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 iTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIf Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195142 J32938 —CJ11 Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:12 2017 Page 1 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-h_Murd EO5g8YC2929HzYKabiylf9s?24zLiae 1 zwlxr -2-0-0 1-6-0 _ 2-" 1-6-0 Scale=1:10.8 3 4 1 ' 6.00 12 1x4 II 2 3. = 1x4 II N 1 d 4 i 1-6-0 1-6-0 Plate Offsets(X.Y)— I1:0-2-4.0-0-81 12:0-0-8,Edge1 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) -0.00 10 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 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 FBC2014lfP12007 Matrix-MS Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 3=278/Mechanical,4=0/Mechanical Max Horz 3=593(LC 1),4=711(LC 8) Max Uplift 3=-246(LC 8) Max Grav 3=278(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=637/652 BOT CHORD 24=593/711 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. lit;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 nested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is onsibility of the fabricator to increase plate sizes to account for these factors. 3)T ,s has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)-T uss 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 tween the bottom chord and any other members. 5)Ref 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 at=lb) 3=246. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual buldingcomponent,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 o1 trusses and truss systems,see ANSIITPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Sule 312,Alexandria,VA 22314. Tampa,FL 36610 I' Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Tumer Residence T10195143 J32938 —EJ1 Jack-Open 1 1 ' Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:16 2017 Page 1 ID:4nWSQOi7xWdQ3AibDR25Urym_dS-albPg_Hv92e—hfSpO72000INyMOuopl fuzgonozwixn -2-D-0 + 1-8-0 2-0-0 - 1-8-0 Scale=1:11.2 3 {I 6.00 12 N 1X4 II 2 d, O d 3x3 = 1x4 II 1 4 1-8-0 1-8-0 Plate Offsets(X.Y)— fl:0-2-4,0-0-81.f2:0-0-8,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 4 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 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-MS Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=293/Mechanical,4=0/Mechanical Max Horz 3=591(LC 1),4=703(LC 8) Max Uplift 3=258(LC 8) Max Grav 3=293(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-633/657 BOT CHORD 2-4=-591/703 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18:MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber L=1.60 plate grip DOL=1.60 nested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is onsibility of the fabricator to increase plate sizes to account for these factors. 3)T ;s has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' uss 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 tween the bottom chord and any other members. 5)Ref o 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=258. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use onty with MTek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPIt Quality Criteria,DSB-a9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I i Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195144 J32938 —EJ1A Jack-Open 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:18 2017 Page 1 ID:4n WsQOi?xWdQ3AibDR25Urym_dS-W8j95g19hguhwzcBVY4yZrrosAklGjXyLG9urgzwbd 1-8-0 1-8-0 Scale=1:8.7 2 6.00 12 c� c� N c? 1 m W d l 2x3 = 3 Adequate Support Required 1_B-o 1.8-0 Plate Offsets(X,Y)— 11:Edoe,0-041 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 6 Nr 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 3 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 FBC2014lrP12007 Matrix-MS Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=149/Mechanical,3=0/Mechanical Max Hors 2=142(LC 1),3=-142(LC 1) Max Uplift 2=-119(LC 8) Max Grav 2=149(LC1) 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=18ft;13=45111;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)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. is truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. cuss 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 etween the bottom chord and any other members. 5) girder(s)for truss to truss connections. 6)Pr mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 2=i I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a thus system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall pp �, 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 fy� 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 J32938 GHO Lot 282 Turner Residence T10195145 J32938 -EJ2 Jack-Open 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:19 2017 Page 1 I D:4 n WsQOi?xWdQ3AibD R25Urym_dS-_KHXJOJn SZOYY7 B 03Fb B63 N uBa4d?An5awuSO7zwlxk -2-M 1-10-3 2-M 1-10-3 Scale=1:11.7 3 I 6.00 12 M rn 1x4 II 2 0 0� 4 1x4 �� Q^ N 1 2x4= d Plate Offsets(X,Y)— 11:0-2-4.0-0-81,f2:0-3-O.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.02 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.02 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-10-3 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 REACTIONS. (lb/size) 3=2/Mechanical,2=308/0-8-0 Max Horz 2=139(LC 8) Max Uplift 3=3(1_C 5),2=255(LC 8) Max Grav 3=58(LC 8),2=308(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=18ft;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)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is responsibility of the fabricator to increase plate sizes to account for these factors. lss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 uss 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 IN :tween the bottom chord and any other members. 5)R girder(s)for truss to truss connections. 6)Pr mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2= A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195146 J32938 —EJ2A Jack-Open 1 I 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:19 2017 Page 1 ID:4nWsOOi?xWdQ3Ai6DR25Urym_dS-_KHXJOJnSzOYY7BO3FbB63Nzba4_?An5awuSO7zwlxk 1-8-1 1-8-1 Scale=1:8.7 2 i 6.00 1z r � r� m 0 o , 3 2x3 = Adequate Support Required 1-a-t 1-8-1 Plate Offsets(X.Y)f1:Edae,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.21 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 3 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MS Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-8-1 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=149/Mechanical,3=0/Mechanical Max Horz 2=143(LC 1),3=-143(LC 1) Max Uplift 2=119(LC 8) Max Grav 2=149(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=18ft;131=451t;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=O.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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. J6)P s has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ss 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 tween the bottom chord and any other members. girder(s)for truss to truss connections. mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,711.7473 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 buildingcomponent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 iTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the V1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i Job Truss Qty Ply 2938 GHO Lot 282 Turner Residence �Truss TypeT10195147 J32938 -EJ3P Jack-Open 6 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:20 2017 Page 1 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-SWrvWMKPDH8P9Hmadz7QeGw3xzQhkdl Fpae?wZzwlxj i -2-0-0 3-D-0 2-0-0 3-0-0 Scale=1:14.6 3 6.00 12 �n d 1x4 II 2 d 4 1x4 II 1 3x3 = d 3-0-0 3-0-0 Plate Offsets(X.Y)— 11:0-24,0-0-81.I2:0.0-12.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.01 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 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-MS Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=64/Mechanical,2=328/0-8-0,4=17/Mechanical Max Horz 2=170(LC 8) Max Uplift 3=31(LC 5),2=227(1_13 8) Max Grav 3=73(LC 13),2=328(LC 1),4=45(LC 3) FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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 JPr sted,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is nsibilfly of the fabricator to increase plate sizes to account for these factors. As has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ss 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 tween the bottom chord and any other members. girder(s)for truss to truss connections. mechanical connection(by others)oftruss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)3 except(jt=lb) I ®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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall at p�q building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing tyt 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 ANSIfTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type City �Plyt282 Turner Residence G m T10195148 J32938 —EJ4 Jack-Open 6 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:20 2017 Page 1 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-SWrvWMKPDH8P9Hmadz7QeGw3GzOxkdl Fpae?wZzv,4xj -2-M 2-7-0 4-0-0 2-0-0 2-7-0 1-50 Scale=1:17.0 4 Z 6.00 12 `f m 5 0 1x4 II 2 d c� �I o d. 1x4 II Q 6 2x3 II 1 d 2x4 = 2-7-0 4-0-0 ' 2-7-0 1-5-0 Plate Offsets(X,Y)— f1:0-2-4,0-0-81,f2:0-3-0.Edgel,r3:0-5-12.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.02 6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.04 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=86/Mechanical,2=362/0-8-0,5=56/Mechanical Max Horz 2=198(LC 8) Max Uplift 4=40(LC 8),2=219(LC 8),5=9(LC 5) Max Grav 4=95(LC 13),2=362(LC 1),5=68(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=18ft;6=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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) T'r truss has been designed for a live load of 20.0p§f on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide t.ill fit between the bottom chord and any.other members. 5)pefer toAirder(s)for truss to truss connections. 6)`Ft jvidrmechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 2—� 7)This truss dvslyn 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 chard. 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 n A 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 iviiTek• fabricallon,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 Qty Ply J32938 GHO Lot 282 Turner Residence T10195149 J32938 —EJ7 Jack-Open 28 i 1 I Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:21 2017 Page 1 I D:4n WsQOi?xWdQ3AibDR25Urym_dS-W OlkiL2zbGGnRLmBgefBUSC2NaUT4HO1 ENYS?zvdxi -2-0-0 7-0-0 2-0-0 � 7-0-0 Scale:1/2"=1' 3 6.00 12 d d cS c5 d, 1x4 II 2 4 II d 1x4 11 s s c 1 d 4 x4 = 7-0-0 7-0-0 Plate Offsets(X,Y)— 11:0-2-4.0-0-8IA2:0-0-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.10 4-10 >853 240 MT20 244/190 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) 0.00 2 n/a n/a . BCDL 10.0 Code F8C20141TP12007 Matrix-AS Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=210/Mechanical,2=47810-8-0,4=80/Mechanical Max Horz 2=281(LC 8) i Max Uplift 3=138(LC 8),2=-226(LC 8) Max Grav 3=229(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. NOTES- 1)Wind:ASCE 7-10;Vuit=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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)This'truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'TJr�.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 w11 flit between the bottom chord and any other members. 5)k)efer t�flirder(s)for truss to truss connections. 6)-Pi9viqe mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 3=11 3,2=226. 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.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/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195150 J32938 —EJ7P JACK-OPEN 12 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:21 2017 Page 1 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-WOlkiL2zbGGnRLmBgefBUSC2NaUT4HO1 ENYS?zwlxi r -2-0-0 7-0-0 2-0-0 7-0-0 Scale:1/2"=l' . 3 • 6.00 12 d_ A 1x4 II 2 4 11 d 1x4 11 e 1 d 4 x4 = 7-0-0 7-0-0 Plate Offsets(X.Y)— f1:0-2-4,0-0-81,I2:0-0-4•Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.28 4-10 >302 240 MT20 244/190 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 TIM n/a BCDL 10.0 Code FBC20141TP12007 Matrix-AS Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=210/Mechanical,2=478/0-8-0,4=80/Mechanical Max Horz 2=281(LC 8) Max Uplift 3=161(LC 8),2=-365(LC 8),4=111(LC 5) Max Gram 3=212(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. NOTES- 1)Wind:ASCE 7-10:Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf:BCDL=3.Opsf;h=18ft;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`.Tf,'v 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 Y.-ill fit between the bottom chord and any other members. 5)defer to girder(s)for truss to truss connections. ft)•P�ovid'mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s)except(jt=lb) 3='6- 2=365,4=111. 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. I i - ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall" building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabdcation,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 �J32938 GHO Lot 282 Turner Residence 1 T10195151 J32938 —EJ15 Jack-Open 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MTek Industries,Inc. Tue Jan 10 12:25:17 2017 Page 1 I D:4nWSQOi?xWdQ3AibDR25Urym_dS-2x9nuKHXwMmglpl?yrZj 1 elYhmMPXGHp6dPLJEzwlxm 2-0-0 1-5-0 2-0-0 1-M Scale=1:10.6 3 6.00 12 0 1x4 II 2 0 i 0 3x3= 1x4 II N 1 d 4 1-5-0 1-M Plate Offsets(X.Y)— 11:0-24.0-0-81 f2:0-0-12.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid 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 0.23 Vert(TL) -0.00 10 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MS Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-5-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=271/Mechanical,4=0/Mechanical Max Horz 3=596(LC 1),4=716(LC 8) Max Uplift 3=240(LC 8) j Max Grav 3=271(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=641/651 BOT CHORD 24=596/716 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is !ham esponsibility of the fabricator to increase plate sizes to account for these factors. 3)pots truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 4)'7 1 truss has been designed for a live load of 20.0 psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide J�11 fit etween the bottom chord and any other members. 5)R. r 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 0=1b) 3=240. i ®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 MiTeM 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 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 J32938 GHO Lot 282 Turner Residence T10195152 J32938 —EJ16 Jack-Open 2 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 j 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:17 2017 Page 1 ID:4nWsQ0i?xWdQ3,AibDR25Urym_dS-2x9nuKHXwMmglpl?yrZjl e1XtmJbXGHp6dPLJEzwlxm -2-0-0 2-10-0 2-0-0 2-10-0 � Scale=1:14.2 3 - 6.00 FIT ao h '- 1x4 2 d 2x4 = 4 1x4 II N 1 3x6 I I 0-10-0 2-10-0 0-10-0 2-0-0 Plate Offsets KY1— f1:0-2-4,0-0-81,f2:0-1-4.Edael,f2:0-1-4.0-9-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in t(loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.02 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.02 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-10-0 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=14/Mechanical,4=-54/Mechanical,2=462/0-1-8 Max Horz 2=165(LC 8) Max Uplift 3=14(LC 5),4=54(LC 1),2=-328(LC 8) Max Grav 3=28(LC 8),4=74(LC 8),2=462(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=18ft;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)As requested,plates have not been designed to,provide for placement tolerances or rough handling and erection conditions. It is the rgsponsibility of the fabricator to increase plate sizes to account for these factors. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`Ttl"s 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 It between the bottom chord and any other members. 5)Refit to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) 2=328. i i WARNING-Verify design parameters and READ NOTES ON I AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �• building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSM9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i I 1 'Job Truss I Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195153 J3293B —EJ18 Jack-Open 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:18 2017 Pagel I D:4nWSQOi?xWdQ3AibDR25Urym_dS-W8j95gl9hguhwzcBVY4yZnjRAiLGjXyLG9urgzwbd 2-0-0 1-8-1 2-0-0 1-8-1 Scale=1:11.2 3 6.00 12 N U4 11 2 3x3= lx4 II N 1 4 1-8-1 Plate Offsets(X,Y)— I1:0-2-4,0-0-81.12:0-O-8.Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.00 4 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 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/TP12007 Matrix-MS Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-8-1 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=294/Mechanical,4=0/Mechanical Max Horz 3=591(LC 1).4=703(LC 6) Max Uplift 3=258(LC 8) Max Grav 3=294(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=633/657 BOT CHORD 2-4=591/703 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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)This`russ has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'TI��((//�s 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 1.11 it between the bottom chord and any other members. 5)Refca 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=258. i ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall �• building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the p/piTek' 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 I i Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence I T10195154 J32938 —HJ3P DIAGONAL HIP GIRDER 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:23 2017 Page 1 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-s5W280MIVCW 1kU915g7GvYYsBKyxxlhVYsfXuzwlxg -2-9-15 4-2-3 2-9-15 4-2-3 Scale=1:16.8 4 5 2x3 I I 4.24 12 13 1x4II3 2 Li �I d 2x4 = 14 7 m m d 1 4x4 = d 6 2x3 I I 4-2-3 4-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.08 7-12 >612 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(TL) 0.07 7-12 >661 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.12 9 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=35/Mechanical,3=493/0-10-15,9=-173/Mechanical Max Horz 3=142(LC 5) Max Uplift 7=133(1_C 5),3=-585(LC 8),9=283(LC 28) Max Grav 7=116(LC 26),3=761(LC 28),9=227(LC 6) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=250/311 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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)Thisi'russ has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)-Thi�G truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-,0 tall by 2-0-0 wide will f it between the bottom chord and any other members. 5)Re' to girder(s)for truss to truss connections. 6)Pro'de mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=133,3=585,9=283. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)122 lb down and 133 lb up at 1-4-15,and 122 lb down and 133 lb up at 1-4-15 on top chord,and 145 lb down and 89 lb up at 1-4-15,and 145 lb down and 89 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=70,4-5=-30,6-10=20 Concentrated Loads(lb) Vert:13=111(F=55,B=55)14=Iuu(F=50,B=50) I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing i1AiTek�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 I ' Job Truss Truss Type Qty Ply �J32938 GHO Lot 282 Turner Residence J32938 —HJ4 Diagonal Hip Girder 1 i 1 T10195155 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:24 2017 Page 1 ID:4nWSQOf?xWdQ3.4 bDR25Urym_dS-LH4QMkNwGWereu3LspBMp64i9bg6g0_rjCcD3Kzwlxf i -2-9-15 3-6-5 5-7-2 2-9-15 3-6-5 2-0-13 Scale=1:20.3 2x3 I I + 5 6 16 p 4.24 12 15 4 18 8 1x4 I3 0 2 2x3 11 LLJ 2x4 = 1 17 9 m x6 I I m 1 d 2x3 II 4 = -0 2- 3-6-5 5-7-2 0-2- 3-6-5 2-0-13 Plate Offsets(X.Y)— f4:0-3-0.0-1-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.27 9 >240 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.26 9 >243 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) -0.21 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc puffins, BOT CHORD 2x4 SP No.2`Except' except end verticals. 4-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing:7-8. OTHERS 2x4 SP No.3*Except* 1-11:2x4 SP No.1 REACTIONS. (Ib/size) 8=158/Mechanical,3=594/0-10-15,11=254/Mechanical Max Horz 3=147(LC 5) Max Uplift 8=114(1_C 8),3=-649(LC 8),11=-564(LC 28) Max Grav 8=266(LC 30),3=1135(LC 28),11=326(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. WEBS 2-10=-358/621 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.0psf;h=18ft;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 DOLT1.60 plate grip DOL=1.60 2)As.rglquested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the esponsibility of the fabricator to increase plate sizes to account for these factors. 3)Thi truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•Ttls truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except Gt=lb) 8=114,3=649,11=564. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)127 lb down and 138 lb up at 1-3-15,127 lb down and 138 lb up at 1-3-15,and 99 lb down and 37 lb up at 4-1-14,and 99 lb down and 37 lb up at 4-1-14 on top chord,and 96 lb down and 95 lb up at 1-3-15,96 lb down and 95 lb up at 1-3-15,and 41 lb down and 18 lb up,at 4-1-14,and 41 lb down and 18 lb up at 4-1-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase 1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-70,4-5=-70,5-6=-30,9-12=120,4-7=-20 Concentrated Loads(lb) Vert:15=115(F=58,B=58)17=105(F=52,B=52)18=20(1`=-10,B=-10) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. ' Design valid for use only with Mrrek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing W is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the /giTek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 - I 'Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195156 J32938 —HJ7 Diagonal Hip Girder 4 j 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.0,10 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:25 2017 Page 1 I D:4nWsQ0i?xWdQ3AibDR25Urym_dS-pUeoZ3OY1 pniG2eXQWibLKduQ_PpdysLmbmzWxe -2-9-15 5-1-9 9-10-1 2-9-15 5-1-9 4-8-7 Scale=1:27.9 3x4 11 5 6 17 4.24 12 3x4 4 16 rb 15 1x4 II 3 N 2 � I I d 2x4 = 0 18 19 9 20 8 1 1x4 II 7 3x6= 4x4 = -0 1 5- 5-1-9 4-8-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.70 Vert(LL) -0.12 9-14 >936 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) 0.09 9-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) -0.14 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-6 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 REACTIONS. (lb/size) 3=664/0-10-15,8=473/Mechanical,10=-160/Mechanical Max Horz 3=281(LC 5) Max Uplift 3=-607(LC 8).8=-202(LC 8).10=327(LC 28) Max Grav 3=1108(LC 28),8=554(LC 30),10=213(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-1011/289 BOT CHORD 3-9=314/819,8-9=314/819 WEBS 4-9=0/255,4-8=828/336,2-11_234/360 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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 r quested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the quested, of the fabricator to increase plate sizes to account for these factors. 3)Thi'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;4t 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=1b) 3=607,8=202,10=327. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)127 lb down and 138 lb up at 1-4-15,127 lb down and 138 lb up at 1-4-15,108 lb down and 58 lb up at 4-2-15,108 lb down and 58 lb up at 4-2-15,and 160 lb down and 130 lb up at 7-0-14,and 160 lb down and 130 lb up at 7-0-14 on top chord,and 96 lb down and 96 lb up at 1-4-15,96 lb down and 96 lb up at 1-4-15,40 lb down and 3 lb up at 4-2-15,40 lb down and 3 lb up at 4-2-15,and 50 Ib down at 7-0-14,and 50 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-70,5-6=-30,7-12=-20 Concentrated Loads(lb) Vert:15=115(F=58,B=58)17=-79(F=-39,13=39)18=106(F=53,B=53)19=5(F=3,B=3)20=51(F=-25,B=-25) .A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and 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 I I a ' Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence J32938 —HJ7P DIAGONAL HIP GI T10195157 RDER 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:25 2017 Page 1 I D:4n WsQOi?xWdQ3AibDR25Urym_dS-pUeoZ3OY1 pniG2eXQWtbLKd_b_5GPgbysLmbmzwlxe -2-9-15 5-1-9 9-10-1 2-9-15 5-1-9 4-8-8 Scale=1:27.7 2x4 II 5 6 15 4.24 12 3x4 v 4 86 14 cS 1x4 II N 2 3 d 2x4 0 C m 16 9 17 6 1 b 1x4 II 4x6 =7 4x4 = -0 2�3 5-1-9 9-10-1 0�2� 5-1-9 448-8 Plate Offsets(X.Y)— I3:0-3-2,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.03 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.04 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:61 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or B-8-11 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 3=14/0-8-0,8=506/Mechanical,11=503/Mechanical Max Horz 3=280(LC 21) Max Uplift 3=976(LC 13),8=-473(LC 8),11=-844(LC 24) Max Grav 3=1003(LC 24),8=506(LC 1),11=949(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=267/298,3-4=-737/699 BOT CHORD 3-9=688/659,8-9=-688/659 WEBS 4-8=677/740,2-11=949/844 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.1 B;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch left and, ight exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As quested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the.esponsibility of the fabricator to increase plate sizes to account for these factors. 3)Thi truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'TV truss has been designed for alive 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(jt=lb) 3=976,8=473,11=844. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)122 lb down and 133 lb up at 1-4-15,122 lb down and 133 lb up at 1-4-15,37 lb down and 68 lb up at 4-2-15,37 lb down and 68 lb up at 4-2-15,and 83 lb down and 149 lb up at 7-0-14,and 83 lb down and 149 lb up at 7-0-14 on top chord,and 145 lb down and 89 lb up at, 1-4-15,145 lb down and 89 lb up at 14-15,14 lb down and 5 Ib up at 4-2-15,14 lb down and 5 lb up at 4-2-15,and 39 lb down and 39 lb up at 7-0-14,and 39 lb down and 39 lb up at 7-0-14 of 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-Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. ■■ Design valid for use only with Mrrek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 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 I i i • Job ' Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195157 J32938 —HJ7P DIAGONAL HIP GIRDER 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.610 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:25 2017 Page 2 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-pUeoZ3OY1pniG2eXQWibLKd_b_5GPgbysLmbrn xe LOAD CASE(S) Standard Uniform Loads(pit) Vert:1-5=70,5-6=-30,3-7=20 Concentrated Loads(Ib) Vert:12=111(F=55,B=55)13=100(F=50,B=50)15=83(F=42,B=-42)16=5(F=3,13=3)17=-52(F=-26,B=-26) ®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 M iTe k• Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i 'Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195158 J32938 -HJ18 ]DjagonalHip Girder 2 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:22 2017 Page 1 I D:4n WsQOi?xWdQ3AibDR25Urym_dS-Ovygx2LgkuO7PbwzkO9ukh?Pan6XCVmYGu76_Rzwlxh -2-9-15 2-3-10 2-9-15 23-10 Scale=1:13.6 4 5 1x4 II 10 4.24 12 1x4 II 3 �( 2 �1 0 2x4= \' rn 1 S ,.'4x4 = 1x4 II 7 6 Plate Offsets(X,Y)- 13:0-3-5,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in '(Ioc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.00 3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 3-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 2-3-10 except(jt=length)9=Mechanical. (lb)- Max Horz 3=102(LC 8) Max Uplift All uplift 100 lb or less at joint(s)6 except 5=-270(LC 24),3=-634(LC 17),9=594(LC 24), 7=-316(LC 17) Max Grav All reactions 250 lb or less at joint(s)5 except 3=571(LC 24).9=831(LC 17),7=539(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-9=831/594,4-7=522/373 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=_24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Tru-,s designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)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. 4)Gable studs spaced at 2-0-0 oc. 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 100 lb uplift at joint(s)6 except(jt=lb) 5=270,3=634,9=594,7=316. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)209 lb down and 175 lb up at 1-4-15,and 209 Ib down and 175 lb up at 1-4-15 on top 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:1-5=-70,3-6=-20 I ®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 Mi rek®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�y �• 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 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 J32938 GHO Lot 282 Turner Residence T10195158 J32938 —HJ18 l Diagonal Hip Girder 2 11 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:22 2017 Page 2 ID:4nWsQOi?xWdQ3A 6DR25Urym_dS-Ovygx2LgkuO7PbwzkO9ukh?Pan6XCVmYGu76_Rzwlxh LOAD CASE(S) Standard Concentrated Loads(lb) Vert:10=138(F=69,B=69) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek� is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI7 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 4 � 'Job Truss Truss Type City Ply J32938 GHO Lot 282 Turner Residence J32938 A01 Roof Special 2 1 T10195159 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:26 2017 Page 1 I D:4nWsQOi?xWdQ3AibDR25Urym_dS-HgCBnPOAo7vZuCDkzEEquXA1 gOHu85F7B W5J7Dzwlxd �1-9-0_r 471-4 i 12-11-4 20-11-4 25-9-0 30-9-7 '1122 ' 3-2-4 ' B-0-0 ' 8-D-0 49-12 5-0-7 5x6 = Scale=1:70.5 6 6.00 12 5x8 = 5x8 = . 6x8 = 4x4 II 3 4 5 7 2x4 II 2 19 20 3x6 i 1 n M m � 0 18 17 21 12 22 10 23 24 1g 3x6 II 15 14 13 11 9 8 10x10 = 1x4 I I 3x4= 3x4— 4x6 = 6x8 M18SHS= 3x8 = 1-9-0 -9 114 12114 -0-0 3037 1 o4-8 5-0-0' 2-2-4 9-10-3 044i Plate Offsets(X,Y)— r3:0-6-0,0-2-81.f4:0-4-0.Edael r5:0-54.0-3-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.39 8-9 >899 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.75 8-9 >464 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:253 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 2-14:2x4 SP No.3,8-10:2x4 SP No.1 10-0-0 oc bracing:14-16 WEBS 2x4 SP No.3`Except` WEBS 1 Row at midpt 3-14,4-11,5-9,6-9,7-8.6-8 7-8:2x4 SP No.2 REACTIONS. (lb/size) 18=1020/1-8-0,8=1356/Mechanical,17=391/0-3-8 Max Horz 18=654(LC 7) Max Uplift 18=-402(LC 4),8=480(LC 8),17=228(LC 5) Max Gram 18=1146(LC 14),8=1521(LC 13),17=573(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=576/320,2-3=550/361,3-4=-1348/633,4-5=-1348/633,5-6=-1542/752, 6-7=343/332,1-18=-1228/422,7-8=-321/254 BOT CHORD 17-18=610/405,16-17=610/405,14-16=308/1075,13-14=-478/895,11-13=-477/900, 9-11=-448/1325,8-9=-295/647 WEBS 3-14=-1172/337,3-13=0/336,3-11=-308/981,4-11=634/338,5-9=-1148/617, 6-9=636/1704,6-8=1393/426,1-16=-361/1068 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=18ft;B=45ft;L=31ft;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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Gt=lb) 18=402,8=480,17=228. 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-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 ivi iTek� Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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=ot 282 Tumer ResidenceT10195160 J32938 A02 Roof Special 1 o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:27 2017 Page 1 IDAnWsQ0i?xWdQ3AibDR25Urym_dS-ISmZ_IPOZRI QVMowXxl3RliAgof2tYNHQAgtgfzwlxc i 1-9-0 -11-41 10-114 i 18-11-4 25-9-0 30-9-7 1-9-0 1-2-4 8-0-0 8-0_0 6-9-12 4x4 = Scale=1:72.0 6 6.00 12 _ _ 5x5 I- 4x6 3x4= 3x6 = 5x12 7 2 3 5 3x6 i 1 18 19 4 d d r ob M cb or 0 17 16 21 12 22 23 24 Io 4x6 II 14 13 11 10 9 8 7x8 = 3x4 = 5x5= 4x8 = 4x6 II 3x4= 3x4 = 1-9-0 i 14-8 2-114 10-114 18-11A 259-0 30A7 114-8 .1-24 8-0-0 8-0-0 M2 5-0-7 04A Plate Offsets(X,Y)— f7:0-2-4,0-1-121 f8:Edge 0-3-81 f10:0-2-8 0-3-41 f15:0-3-9 0-2-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in '(loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.13 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.36 11-13 >969 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:234 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3`Except' WEBS 1',Row at midpt 3-13,5-11,5-9,7-8 7-8:2x4 SP No.2 REACTIONS. (lb/size) 17=1140/1-8-0,8=1362/Mechanical,16=269/0-3-8 Max Horz 17=654(LC 7) Max Uplift 17=-434(LC 4),8=-482(LC 8),16=162(LC 5) Max Grav 17=1252(LC 14),8=1521(LC 13),16=397(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=663/339,2-3=-547/334,3-5=-1473/631,5-6=-864/442,6-7=796/469, 1-17=-1328/449,7-8=-1419/531 BOT CHORD 16-17=-612/402,15-16=-612/402,11-13=580/1614,10-11=-512/1625,9-10=-512/1619 WEBS 13-15=-257/1054,3-13=-1367/411,3-1 1=013 9 6,5-1 0=013 70,5-9=-1414/540, 6-9=-183/351,7-9=-312/1236,1-15=-427/1205 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=18ft;B=45ft;L=31ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 17=434,8=482,16=162. 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. I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 A�Te Imo' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the M V t 6 1` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 'Job Truss i Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195161 J32938 A03 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:28 2017 Page 1 1-9-0 ID:4nWsQOi?xWdQ3A 6IDR25Urym_dS-D3KxC5QRKk9H7WN65eGlzyFNvCzfc?OQegaQC5zwlxb 0-111-1 9-4-2 16-11-0 21 -2 -0 3, za9-7 7-7-2 41-49 4 811 -a 12 0- 2 4x4 = Scale=1:72.0 4x8 M18SHS 11 8 4x4 = 3x6 i 9 10 6.00 12 7 3x4 = 2x4 II 3x8= 3x6 = 6x6= 3x6 2 3 4 6 1 5 ' co or N- 7 lb 05 21 20 22 15 23 13 24 25 26 Id 4x6 II 18 17 16 14 12 11 10xio = 3x4= 4x8 = 3x4 = 4x8= 6x6= 1x4 II 1-M 1 1-4-8 1 2a-0 I 9-42 16-11-4 214;2 2L-4: 1 3037 1-4-8• 1-0-0• 6-7.2 7-7-2 4-0-14 749 2-0-12 0." Plate Offsets(X.Y)— 12:0-2-0 0-2-81,110:0-3-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in '(loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.25 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.54 1,2-14 >642 180 M18SHS 2"/190 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.05 11 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:254 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 3-17:2x4 SP No.3 10-0-0 oc bracing:17-19 WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 10-11.4-17,9-11,7-12 10-11:2x4 SP No.2 REACTIONS. (lb/size) 11=1 351/Mechanical,21=899/1-8-0,20=517/0-3-8 Max Horz 21=684(LC 7) Max Uplift 11=-479(LC 8),21=-434(LC 4),20=-290(LC 5) Max Grav 11=1534(LC 13),21=1092(LC 14),20=694(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=522/274,2-3=510/269,3-4=-529/281,4-6=1793/665,6-7=2078/843, 7-8=833/454,8-9=763/454,1-21=1 232/419 BOT CHORD 20-21=647/392,19-20=647/392,17-19=-295/1102,3-19=-258/199,16-17=-592/1648, 14-16=592/1648,12-14=-420/1212,11-12=214/369 WEBS 4-17=-1423/454,4-16=01312,4-14=-86/374,6-14=-1225/579,9-11=-1 473/395, 8-12=-234/437,9-12=-243/1090,7-12=-1194/516.7-14=-520/1472,1-19=-458/1241 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=18ft;B=45ft;L=31ft;eave=4ft;Cat. II;E�y p C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 11=479,21=434,20=290. 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 111II.7473 rev.1010312015 BEFORE USE. Design valid for use only with Mi rek®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 WOW is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �V� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI11 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. iTampa,FL 36610 i 'Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195162 J32938 A04 Roof Special 1 1 I Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:29 2017 Page 1 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-hFtJPRR352H81fyJfMnXWAoYlcJPLWGatUJ kXzwlxa 1-9-0 8-7-10 15-6-4 20-7-10 25-9-0 7-3-11 30.3-11 3 7 1.9-0 610.10 6.10-10 5-1-6 51-6 1.6-11 30.0 0. 2 4x4 = Scale=1:70.5 6.00 12 6 78x8 4x8 M18SHS II 6 3x4 i 5 4x4 = 2x4 II 5x8= 4xl2= 1 2 3 4 , o `7 d 21 22 7 O 0 m O 20 19 2314 12 24 25 26 1a 3x6 II 17 16 15 13 11 10 9 10x10 = 3x4 = 3x4 =1x4 II 3x4=3x4= 3x8 = 6x6 1-9-0 87_10 15A4 2LIJ 10 25-9,0 27311 30-9-7 S-10.10 6-10-10 5-1E 5-1E 1f-11 "12 0-4-8 Plate Offsets(X,Y)- 13:0-4-0.0-3-01 f7:0-4-0 0-2-121,18:Edae 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.11 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.28 13-15 >999 180 M18SHS 244/190 BCLL - 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:263 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 7-8:2x8 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2*Except* 1G-0-0 oc bracing:16-18 2-16:2x4 SP No.3 WEBS 1,Row at midpt 3-16.4-15,4-11,8-9,7-9,5-10 WEBS 2x4 SP No.3'Except* 8-9:2x4 SP No.2 REACTIONS. (lb/size) 20=890/1-8-0,9=1350/Mechanical,19=527/0-3-8 Max Horz 20=701(LC 7) Max Uplift 20=-433(LC 4),9=-482(LC 8),19=268(LC 5) Max Grav 20=1004(LC 14),9=1500(LC 13),19=666(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-1129/420,1-2=-522/276,2-3=-535/285,34=1454/603,4-5=14161577, 5-6=806/449,6-7=-702/455,7-8=-277/252 BOT CHORD 19-20=660/390,18-19=660/390,16-18=-299/1004,2-18=-302/200,15-16=-615/1606, 13-15=-585/1987,11-13=-586/1982,10-11=449/1289,9-1O=265/501 WEBS 1-18=-450/1203,3-16=1318/452,3-15=59/509,4-15=-554/151,4-11=-1049/437, 5-11=-282/938,7-9=-'1405/401,6-10=-222/419,7-10=-248/984,5-10=1235/508 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=18ft;B=45ft;L=31ft;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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 20=433,9=482,19=268. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1W gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev.1010312015 BEFORE USE. R Design valid for use only with Mrrek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not ®p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design intothe 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 ITe I.' is always required for stability and to prevent collapse with.possible personal injury and property damage.For general guidance regarding the r V 1 9 IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSl1TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 a � I a Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Tumer Residence T70195163 J32938 A05 Roof Special 1 1 I Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:30 2017 Page 1 I D:4nWSQOi?xWdQ3AibDR25Urym_dS-9RRhcnShsMP_MpXVC3lm2N KjE?e44v8j683XH_zwlxZ r 1-9-0 8-0-10 i 13-0-4 i 18.8-4 24-0-4 27-5-12 2&11-12 30-9-7 i 1-9-0 63-10 5-3-10 5-4-0 5-4-0 3-5-8 1-rr0 1-9-11 5x5 = 4x8 M18SHS 11 Scale=1:65.3 4x4= 4x4 = 6 7 8 6.00 12 g 1x4 II 5 3x4= 2x4 II 3x4 = 4x12 = N 1 2 3 N ch 21ob d N 4 0 20 19 13 23 24 I� 3x4 II 17 16 15 14 12 11 10 10x10 = 3x4 = 1x4 11 3x4 = 4x8 = 3xio= 6x8= 1-9-0 i 11—.4-8 , 3000 600 M. WE 240-0 27512 28-l2 357 13—M 1-9-11 0-4-8 Plate Offsets(X.YI— 16:0-2-8.0-2-41 19:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.23 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.51 11-12 >687 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.07 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:256lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.VExcept' BOT CHORD Rigid ceiling directly applied. Except: 2-16:2x4 SP No.3 2-2-0 oc bracing:16-18 WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 9-10,3-16,6-11,7-11,8-10,6-12 9-10:2x4 SP No.2 REACTIONS. (lb/size) 20=79311-8-0,10=1346/Mechanical,19=629/0-3-8 Max Horz 20=654(LC 7) Max Uplift 20=-353(LC 4),10=-482(LC 8),19=259(LC 8) Max Grav 20=868(LC 14),10=1435(LC 13),19=724(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-1029/364,1-2=-583/282,2-3=-606/294,34=16151645,4-5=1596/639, 5-6=-1644/820,6-7=-541/380,7-8=-596/389 BOT CHORD 19-20=623/353,18-19=623/353,16-18=300/1002,2-18=-299/187,15.16=609/1749, 14-15=-639/2239,12-14=-640/2237,11-12=357/818,10-11=211/328 WEBS 1-18=-397/1147,3-16=13711476,3-15=115/555,4-15=-657/221,4-12=1006/435, 5-12=464/306,6-11=-1 001/370,8-11=-327/1138,8-1 0=-1 457/429,6-12=-613/1516 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=18ft;B=45ft;L=31ft;eave=4ft;Cat. 11;Fxp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except @=1b) 20=353,10=482,19=259. 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-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTeiC' Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195164 J32938 A06 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:31 2017 Page 1 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-de?3g7SJdfXr z6hmnp?bbtsnP0_p0?tLoo4pQzvAxY r 1-9-0 7-0-10 11-4-4 16-8-4 22-0-41 29-512 i31-9.7 i 1-9-0 5-3-10 4-3-10 5-4-0 5-4-0 7-5-8 1-3-11 Scale=1:62.4 5x5 = Sx5 II 5x6 = 6 7 8 6.00 12 • 3x4 5 3x4 = 2x4 II 3x8 = 4x4= ' 1 2 3 21 M 0 20 19 13 11 22 23 1� 3x4 II 17 16 15 14 12 10 9 10x10 = 1x4 II 3x4 = 4x4 = 3x4 = 3x4 = 4x8= 6x6 = 2-9-0 td81r9-0 7-0-10 11-0-4 16-8-4 22-0-0 29-.12 30-0-7 '14-8 Ogg ' 4-3-10 ' 43-10 ' S-0-0 ' S-0-0 7-5-8 1J-11 1-0-0 Plate Offsets(X,Y)— (6:0-2-8,0-2-41.17:0-3-0,0-2-01 LOADING (psf) SPACING. 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.21 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.48 9-10 >733 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:222 lb FT=20% 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. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:16-18 8-9:2x4 SP No.2 WEBS 1 Row at midpt 5-10,6-10,7-10,7-9 REACTIONS. (lb/size) 20=669/1-8-0,9=1340/Mechanical,19=759/0-3-8 Max Horz 20=594(LC 7) Max Uplift 20=-283(LC 4),9=480(LC 8),19=276(1_C 8) Max Grav 20=728(LC 14).9=1459(LC 13).19=831(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-947/336,1-2=686/300,2-3=715/314,3-4=-2446/909,4-5=-1859/719, 5-6=1135/552,6-7=963/547,7-8=-347/318,8-9=-299/282 BOT CHORD 19-20=573/305,18-19=-573/305,16-18=316/1034,2-18=-264/156,15-16=-620/1917, 14-15=-620/1917,12-14=-795/2621,10-12=566/1769,9-10=-208/272 WEBS 1-18=-367/1123,4-14=513/230,4-12=1072/441,5-12=215/727,5-1 0=1 0831470, 3-16=-1443/502,3-14=299/919,7-10=-434/1301,7-9=-1450/727 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=18ft;B=45ft;L=31ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DO!=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb) 20=283,9=480,19=276. 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-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.1010312015 BEFORE USE. Design valid for use only with Mfrek®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 or design parameters and property incorporate this design into the overall i�.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 piTeiC" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSlfTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 'Jab Truss I Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195165 J32938 A07 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 M7i ek Industries,Inc. Tue Jan 10 12:25:32 2017 Page 1 I D:4nWSQOI?xWdQ3AibDR25Urym_dS-6gZS 1 TTxOzfic7huKU KEBoQ4lpOQYsNOZSYeLszwlxX 1-9-0 6-0-12 9-4.4 14-9-4 20-0-4 25-3-2 30.9.7 1-9-0 4-3-10 3-3-10 5-0-0 5-4-0 S2-2 5-6-6 4x8 = Scale=1:58.4 1x4 11 46 = 6 22 7 8 6.00 12 3x4 5 0 3x4 = 1x4 11 3x4 = 412 — 1 2 3 I 21 20 14 12 23 24 LA 17 16 15 13 11 10 9 4x4 II 16x8= 5x8 = 1x4 II 44= 3x4= 48 = 46 II 1x4 11 3x4= 3x4 = 2-9-0 1-4-8113 6-0-10 944 14b4 20-0-4 25-3-2 3037 1-4-8 3310 3-3-10 5-0-0 5-0-0 52-14 5-6-6 1-0-0 Plate Offsets(X,Y)— I6:0-5-4.0-2-01.I9:Edge,0-3-81,I19:0-2-8.04-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.15 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.33 13-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-AS Weight:220 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 19-21:2x6 SP SS WEBS 1 Row at midpt 8-9,5-11,6-10 WEBS 2x4 SP No.3*Except* 8-9,2-17:2x4 SP No.2 REACTIONS. (lb/size) 21=-711/1-8-0,9=1274/Mechanical,20=2201/0-3-8 Max Horz 21=546(LC 7) Max Uplift 21=-805(LC 13),9=-457(LC 8),20=783(1_C 8) Max Grav 21=278(LC 8),9=1367(LC 13),20=2238(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-368/166,1-2=287/121,2-3=-285/120,3-4=-1563/575,4-5=-19651733, 5-6=1 2771577,6-7=-772/442,7-8=-772/442,8-9=-1251/501 BOT CHORD 20-21=553/228,19-20=553/228,15-16=-825/2599,13-15=-826/2595,11-13=-610/1836, 10-11=473/1190 WEBS 1-19=-182/466,4-13=-892/368,5-13=-138/551,5-11=-926/423,6-11=255/813, 6-10=-716/235,7-10=-414/274,8-10=456/1341,3-16=-205/694,16-19=504/1463, - 3-19=-1566/545,4-16=-1247/423 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=31ft;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)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,with BCDL=10.Opsf. 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 0=1b) 21=805,9=457,20=783. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and 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 'Jab Truss Truss Type City Ply �J32938 GHO Lot 282 Turner Residence T10195166 J32938 A08 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:33 2017 Page 1 I D:4 n WsQOi?xWdQ3AibD R25Urym_d S-aO7q Fo UZ9HnZD HF4uCsTg OyAq DhkH H P906HBtJzwlx W 1-9-0 7-4-4 i 12-8-4 i 18.0.4 i 24-3-2 30.9.7 1-9-0 5.7-4 5-0-0 5-4-0 6.2-14 Scale=1:56.5 4x8 = - 1x4 II 3x8= 5 20 6 7 6.00 12 3x4 i 4 N 4x4 = 1x4 II 5xl2 = 1 2 �I o 19 18 12 10 21 22 1$ 16 15 14 13 11 9 8 4x8M18SHd0HlI) — 5x5 = 3x4 3x4= 4x8 = 4x6 I 3x4 = 3x4= 2-9-0 1-0-8 1 74 4 12-8-4 18-0-0 24-3-2 30-9-7 1-4-8 4-7-4 5-0-0 5-0-0 6-2-14 6ES 1-0-0 Plate Offsets KY)— 15:0-5-4,0-2-01.fB:Edge,0-3-81.117:0-4-8,0-6-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.24 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.51 13-14 >685 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WE 0.95 Horz(TL) 0.09 8 n/a TIM BCDL 10.0 Code FBC2014frP12007 Matrix-AS Weight:198 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 17-19:2x4 SP 2850F 1.8E WEBS 1 Row at midpt. 7-8,3-17,5-9 WEBS 2x4 SP No.3*Except 2-15,14-17:2x4 SP No.2 REACTIONS. (lb/size) 19=43/1-8-0,8=1310/Mechanical,18=1411/0-3-8 Max Horz 19=482(LC 7) Max Uplift 19=-84(LC 4),8=-468(LC 8),18=-488(LC 8) Max Grav 19=98(LC 7),8=1389(LC 13),18=1431(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-793/284,1-2=-1176/427,2-3=-1037/381,3-4=2437/878,4-5=1609/664, 5-6=-986/511,6-7=-986/511,7-8=-1260/502 BOT CHORD 18-19=-564/162,17-18=564/162,14-15=254/783,13-14=-1218/3649,11-13=716/2267, 9-11=-545/1479 WEBS 15-17=91/382,2-17=-307/177,1-17=-537/1583,14-17=-956/2862,3-17=2613/891, 3-13=-1489/571,4-13=151/593,4-11=-1 031/453,5-11=-242/824,5-9=-651/209, 6-9=-499/308,7-9=-510/1477 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=31ft;eave=4ft;Cat. II;E,xp 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)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)19 except Ot=lb) 8=468,18=488. 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 Ml1.7473 rev.1010312015 BEFORE USE. �* Design valid for use only with MTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not �]�• a truss system.Before use,the building designer must 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 Welk' always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 r Truss Truss Type Qty Ply IJ32938 GHO Lot 282 Turner Residence n T10195167 J32938 A09G ROOF SPECIAL GIRDER 1 ` Job Reference O tional East Coast Truss,Ft.Pierce,FL 34946 8.010 s Oct 8 2016 MiTek Industries,Inc.Tue Jan 10 12:54:30 2017 Page 1 ID:4nWSQOilxWdQ3AibDR25Urym_dS-NGE81 B4c7aNAd1 EKWUJBgZP70PZ3mDvgDrZcL7zwlWN 1-4-12 -}8 3E-0 6-0-11 11-8-11 17-0-11 21-&10 2ra4-8 31-}15 1-4-12 10-1 1-2-8 2-10-11 5-0-0 5-44 4-7-11 4-7-15 4'11-7 Scale=1:59.2 4x8= 1x4 II 8 26 9 27 10 11 12 1 6.00 12 7 u5 1x4 II 1x4 II 1x4 II 4x12 = 1 2 3 4 5 Id VoV 25 22 18 16 21 20 19 17 15 14 13 24 23 5x8 = II 1x4 II 5x5 2x4 = 1x4 II 4x4 = 3x8= 4.00 b— 1x4 II 14-12 2£O Or 8 2-3-8 0 817 0-0 1-0-0 2.10.11 5-0-0 5�-0 47-15 47-15 4-11-7 0-0-2 0-4-8 0-104 0-2-8 Plate Offsets(X,Y)— I8:0-5-4,0-2-01.f21:0-5-4.0-2-81 LOADING(psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.12 19-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.27 19-20 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.34 Horz(TL) 0.04 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:392lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 1-8-0 except Qt=length)13=Mechanical,23=0-3-8,23=0-3-8. (lb)- Max Horz 24=433(LC 7) Max Uplift All uplift 100 lb or less atjoint(s)except 13=-454(LC 5),24=891(LC 1),24=891(LC 1),23=846(LC 8) Max Grav All reactions 250lb or less atjoint(s)except 13=1265(LC 1),24=320(LC 8),23=2381(LC 1). 23=2381(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=244/733,2-3=-244/733,3-4=-244/733,4-5=682/227,5-6=702/237, 6-7=-2468/883,7-8=-1676/680,8-26=-1283/606,9-26=-1283/606,9-27=827/440, 10-27=-827/440,10-11=827/440,11-12=827/440,12-13=-1219/479 BOT CHORD 24-25=752/274,23-24=903/235,22-23=903/235,20-21=-1267/3644,19-20=-1276/3645, 18-19=751/2233,17-18=751/2233,16-17=572/1455,15-16=-572/1455, 14-15=537/1283,21-22=-741/170 WEBS 6-19=1500/568,7-19=81/472,7-17=-950/422,8-17=201/615,8-15=294/89, 9-15=-42/334,9-14=768/280,11-14=-358/225,12-14=-483/1350,6-21=3135/1078, 4-22=913/314,4-21=-612/1802,3-23=-1084/400,2-24=-126/371 NOTES- 1)2-ply truss to be connected together with 1Od(0.131',xY)nails as follows: Top chords connected as follows: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)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=18ft;B=45ft;L=31ft;eave=oft;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 3x4 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load'of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 454 lb uplift at joint 13,891 lb uplift at joint 24 and 846 lb uplift at joint 23. Con}{nued on page 2 d®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall I�• building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Qty Ply J32938 GHO Lot 282 Turner Residence A T70195167 29 J338 A09G ROOF SPECIAL GIRDER 1 ` Job Reference o tional East Coast Truss,Ft.Pierce,FL 34946 8.010 s Oct 8 2016 MiTek Industries,Inc.Tue Jan 10 12:54:30 2017 Page 2 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-NGE8184c7aMcll EKWUJBgZP70PZ3mOvgDrZcL7zwwm NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)35 lb down and 31 lb up at 0-1-12 on top chord,and 7 lb up at 2-6-0 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:1-6=70,6-8=70,8-12=70,22-25=-20,13-21=20,21-22=20 Concentrated Loads(lb) Vert:1=31(B)22=7(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.f d/03/20f5 BEFORE USE. ■f 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 ANSUTP11 quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suile 312,Alexandria,VA 22314. Tampa,FL 36610 i . y ' Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195168 J32938 A10G Roof Special Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:36 2017 Page 1 I D:4nWsQOi?xWdQ3AibDR25Urym_dS-_boytgWSRC984k_fZKPAIeakBQixUgTcU4 WrUezvdxT i1-0-5 i 6-6-14 11-11-12 17-6-5 19-0-5 21.9-5 i 23-4-13 i 25-0-1 i 2&6-5 5-4-13 5-6-9 1-EO 2-9-0 1-7-8 1-7.4 3-0-4 2x4 11 Scale=1:56.3 6x8 = 6.00 112 4x4= 3x4 = 5x8 = 46 = 1 2 3 26 27 4 5 5x8 3x4 = 1x4 II 4x4= = 6 7 8 9 30 I� 6 1 4x12 = 14 4x8 M18SHS II M 4 — 6 — d r 0 25 h A 23 2x4 11 24 d�d 20 32 \\31 E 12 3x6 Ids 22 21 19 17 15 13 2x4 II 3x8 = 3x4= 1x4 II 5x10 = 4x6 = 1x4 II 28-6-5 1-0S 6$-14 11-11-12 17-6-5 19-05 21-95 23-0-13 25-0.1 26-165 7- 6 1-0-5 5-6-9 5-4-13 5-0.9 1-8-0 25-0 1-7-8 1-7-4 1-10-4 11-0 0-9-0 Plate Offsets(X,Y)— 14:0-4-0,0-3-01.16:0-5-4.0-3-41 f10:0-3-8.Edoel,[18:04-4 0-3-01,f23:0-2-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.16 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.31 13-15 >999 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.03 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:259 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, BOT CHORD 2x4 SP No.2`Except' except end verticals. 2-22,7-15:2x4 SP No.3,10-16:2x4 SP 2850F 1.8E BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. Except: WEBS 2x4 SP No.3*Except* 4-5-0 oc bracing:15-16 9-10:2x4 SP No.2 5-2-0 oc bracing:7-16 10-0-0 oc bracing:10-11 WEBS 1 Row at midpt 1-24,3-23,4-21,4-17 JOINTS 1 Brace at Jt(s):14,25 REACTIONS. (lb/size) 24=1332/Mechanical,10=1478/0-8-0 Max Horz 24=-318(LC 6) Max Uplift 24=-517(LC 4),10=682(LC 8) Max Grav 24=1336(LC 29),10=1600(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=-1191/607,1-2=-327/215,2-3=-339/221,34=967/458,4-5=-1356/609, 5-6=1425/616,6-7=826/316,7-8=1926/888,8-9=1926/888,9-10=834/405 BOTCHORD 2-23=-275/238,19-21=488/1368,17-19=488/1367,15-17=557/1320,15-16=-1268/605, 7-16=-1068/555,14-16=-492/263,11-14=1034/460,10-11=135/306 WEBS 1-23=-501/1221,21-23=362/1007,3-23=1040/419,3-21=-67/400,4-21=-712/239, 4-19=0/288,8-14=353/273,9-14=-801/1782,7-14=584/1158,16-25=-214/297, 6-16=-680/353,11-15=795/1886 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;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)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1 O.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 517 lb uplift at joint 24 and 682 lb uplift at joint 10. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)408 lb down and 258 lb up at 23-1-1,and 215 lb down and 208 lb up at 24-7-1,and 215 lb down and 208 lb up at 26-7-1 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 ®WARNING-Verity 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 MiTeM 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 ISE building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �''t'e l.IC' is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the . fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 'Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195168 J32938 A10G Roof Special Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:36 2017 Page 2 I D:4n WsQOi?xWdQ3Ai bD R25Urym_d S-_boytq WSRC984k_fZKPAIeakBQixUgTcU4 WrU ezwlxT 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=-70,6-9=70,23-24=20,15-22=20,12-15=20,10-11=20 Concentrated Loads(lb) Vert:29=408 30=80(B)31=80(B) ®WARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall I� building design.Bracing indicated is to prevent buckling of individual truss web and/or chard members only.Additional temporary and permanent bracing W iTek` Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the A 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 i __] 'Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195169 J32936 A11 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:37 2017 Page 1 I D:4nWsQOi?xWd43AibDR25Urym_dS-SnML5AX4CVH?iuZr71 wPgs7v8g3iD5AIjkFP04zwIxS e-8-7 13-1-6 i 19-6-5 11 22.6-10 i 26-9-5 26-6-5 6-8-7 6-4-15 6.4-15 3-0-3 4-2-11 1-9-0 Scale=1:52.5 3x4 = 6.00 12 3x4 = 3x4 = 3x4 = 4x4 = 1 2 19 20 3 4 21 5 4x8 = 4 x6 6= 6x6 = 6 7 8 3 0 d N m d o 3x8 M18SHS I I 8x8 = o A 18 24 17 16 25 15 26 14 13 12 11 6x5 = 3x4 = 3x4= 4x4 = 3x8 = 5x5 = 2x4 II 2M5 5 9-10-14 19b5 ZZ:Ll0 26-0-527-95 9-10-14 9-7-6 3-0-5 4-2-IV 1-0-0 9-0 Plate Offsets(X,Y)— 16:0-5-4,0-2-41.110:0-2-8.0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.20 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.51 16-18 >670 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:194 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2*Except* 10-0-0 oc bracing:10-12 17-18,15-17:2x4 SP No.1,7-12:2x4 SP No.3 WEBS 1 Row at midpt 2-18,4-14 WEBS 2x4 SP No.3*Except* 8-10:2x4 SP No.2 REACTIONS. (lb/size) 18=1426/Mechanical,9=2339/Mechanical Max Harz 18=-387(LC 6) Max Uplift 18=-588(LC 4),9=1128(LC 8) Max Grav 18=1464(LC 26),9=2339(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=1569/700,4-5=-1670/823,5-6=-1911/887,6-7=2442/1260,7-8=-2306/1175, 8-9=2196/1073 BOT CHORD 16-18=438/1279,14-16=662/1753,13-14=836/1887,7-10=937/663 WEBS 2-18=-1649/699,2-16=225/825,4-16=-491/290,4-14=-463/303,5-14=-241/570, 6-14=-431/474,6-13=-1506/695,10-13=1050/2365,6-10=-471/649,8-10=-1545/3130 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;eave=411;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DO1.=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,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 588 lb uplift at joint 18 and 1128 lb uplift at joint 9. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/z"gypsum sheetrock be applied directly to the bottom chord. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)408 lb down and 262 lb up at 23-1-1,and 397 lb down and 358 lb up at 24-7-1,and 397 lb down and 358 lb up at 26-7-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall 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 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 i i 1 Job Truss Truss Type Qty �Ply J32938 GHO Lot 282 Turner Residence T10195169 J32938 All Roof Special 1 i 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:37 2017 Page 2 I D:4n WsQOi?xWd Q3AibD R25Urym_d S-SnM L5AX4CVH?iuZr71 wPgs7v8g3iD5AIjkF PO4zwlxS LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-5=70,5-6=-70,6-8=70,12-18=-20,11-12=20,9-10=-20 Concentrated Loads(lb) Vert:7=397 22=408 23=-397 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.1010312015 BEFORE USE. �* Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not [ �• a truss system.Before use,the building designer must vedfy the applicability of design parameters and property 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 M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPIl 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 . 1 ' Job ' Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195170 J32938 Al2 i Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 1 8.610 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:38 2017 Page 1 ID:4nWsQ0i?xWdQ3AibDR25Urym_dS-w wjlWYizpPsK281gIReN3g6WEQRybLuyO?yZWzwlxR 7-2-11 14-3-10 21-6-5 26-9-1 32-6-5 34fr5 7-2-11 7-0-15 7-2-11 5-2-12 5-9-4 2-0-0 Scale=1:59.8 3x8 = 1x4 II 3x4= 3x8 = 6.00 12 1 2 23 3 4 24 25 5 4x6 = 3x4 6 3x4 7 d 81x4 II II 1x4 II lol s ° 16 26 15 14 13 27 12 11 10 d 4x5 II 4xl0 = 3x4= 1x4 II 3x8 = 1x4 II 4x4= 3x4 = 7-2-11 14-3-10 21-6-5 26-9-1 32-6-5 7-2-11 7-0-15 7-2-11 5-2-12 5-94 Plate Offsets(X,Y)— 19:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.15 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.37 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-AS Weight:188lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-16,1-15,4-15,4-11 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 16=1445/Mechanical,8=1613/0-8-0 Max Horz 16=-420(LC 6) Max Uplift 16=-512(LC 8),8=654(LC 8) Max Grav 16=1479(LC 14),8=1639(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-1 6=1 377/537,1-2=-1508/661,2-4=-15081661,4-5=19591810,5-7=2223/841, 7-8=2685/921 BOT CHORD 15-16=140/326,13-15=-490/2190,11-13=-490/2190,10-11=-627/2303,8-10=-627/2303 WEBS 1-15=-662/1884,2-15=524/307,4-15=877/286,4-13=0/304,4-11=427/111, 5-11=-144/560,7-11=509/247 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=33ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 512 lb uplift at joint 16 and 654 lb uplift at joint 8. 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. I I I ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall 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 I 1 r ' Job ' Truss Truss Type Qty Ply �J32938 GHO Lot 282 Turner Residence ! J32938 A13 Roof Special 1 1 T10195171 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:39 2017 Page 1 I D:4n WsQOi?xWdQ3AibDR25Urym_dS-PAU5VsYKk7XjxCjEESytwHCFCekJhOX2A2kV5yzwlxQ 7-10-11 15-7-10 23-6-5 ! 27-9-1 32.6-5 34.6-5 7-10-11 7-8-15 7-10-11 4-2-12 4-9A 2-0-0 Scale=1:59.8 3x8 = 1x4 II 3x4 = 3x8 = 1 2 321 4 22 23 54x6 101 6.00 12 1x4 6 d 455� 0 71x.4 II 4 II 1x4 II m 8 'r 14 13 12 11 10 9 b 4x6 II 4x12= 4x4= 1x4 II 4x4 = 3x8 = 4x4 = 7-0-1 15-7-10 23-65 32-M 7-10-11 7.8-15 7-10-11 9-0-0 Plate Offsets(X,Y1— 17:0-24.Edgel 18:0-24,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.20 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.46 9-11 >836 180 BCLL 0.0 Rep Stress Incr YES WE 0.85 Horz(TL) 0.12 7 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-14,1-13,4-13,4-9 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 14=1445/Mechanical,7=1614/0-8-0 Max Horz 14=-350(LC 6) Max Uplift 14=-512(LC 8),7=654(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-1369/534,1-2=-1966/801,2-4=-1966/801,4-5=2092/847,5-6=2358/884, 6-7=2644/967 BOT CHORD 13-14=101/266,11-13=709/2642,9-11=709/2642,7-9=682/2292 WEBS 1-13=-785/2218,2-13=569/331,4-13=-785/288,4-11=0/299,4-9=-646/234, 5-9=157/619,6-9=307/202 NOTES- 1)Wind:ASCE 7-10:Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=33ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 512 lb uplift at joint 14 and 654 lb uplift at joint 7. 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. i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �C7 a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall Ci building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ITe�� is always required far 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 i ! r f Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195172 J32938 A14G Roof Special Girder 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MTek Industries,Inc. Tue Jan 10 12:25:41 2017 Page 1 ID:4n WsQOi?xWdQ3AibDR25Urym_dS-LZcrwYaaGkoRBVtcMt?L?iHfaROe9wRLeLDc9tzwlxO 5-25 10-2-14 15-3-7 20-4-0 ;25-6-5 28-9-1 32-6-5 34-6-5 5-2-5 5-0-9 5-0-9 5-0-9 5-25 3-2-12 3-94 2-0-0 Scale=1:59.8 1x4 II dx6= 4x4 = 3x4= 3x4 = 3x4 = 4x8 1 24 25 2 26 27 3 28 29 304 5 31 32 33 34 6 35 36 7 8.00 12 1x4 8 zi F Z_ 0 g1x4 II II 1x4 II 10 17 37 38 16 39 40 15 4114 42 13 43 44 12 45 46 11 US I 4x6= 4x4= 4x6 = 3x8= 7x6 = 3x4 = 44= 5-25 10-2-14 153-7 20-4-0 25-0.5 28-9-1 32.6-5 5-2-5 5-0-9 5-0-9 5-0.9 5-2-5 3-2-12 3-94 Plate Offsets(X,Y)-. f7:0-5-4,0-2-01.f10:0-2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.28 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.56 12-13 >699 180 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(TL) 0.15 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:366 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 1.8E'Except' TOP CHORD Structural wood sheathing directly applied or 4-7-15 oc purlins, 7-10:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 17=3076/Mechanical,9=3036/0-8-0 Max Horz 17=-280(LC 6) Max Uplift 17=-1188(LC 8),9=1263(LC 8) Max Grav 17=3076(LC 1),9=3041(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-2963/1215,1-2=3843/1567,2-3=6176/2474,3-5=-7178/2866,5-6=-7178/2866, 6-7=6767/2721,7-8=-5554/2216,8-9=-5672/2230 BOT CHORD 16-17=-114/257,15-16=1283/3872,13-15=2190/6176,12-13=2467/6822, 11-12=1750/4976,9-11=-1807/4960 WEBS 1-16=-1792/4637,2-16=2407/1115,2-15=-1109/2853,3-15=1396/709,3-13=-479/1235, 5-13=-701/436,6-13=-172/443,6-12=-1003/554,7-12=-843/2198,7-11=1 58/697, 8-11=-297/334 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. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=33ft;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 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1188 lb uplift at joint 17 and 1263 lb uplift at joint 9. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall p �• building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing fy f iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r ; i Job Truss Truss Type City Ply J32938 GHO Lot 282 Turner Residence T10195172 J32938 A14G Roof Special Girder 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:41 2017 Page 2 I D:4nWSQ0i?xWdQ3AibDR25Urym_dS-LZcrwYaaGkoRBVtcMt?L?iHfaROe9wRLeLDc9rzwlx0 NOTES- 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 lb down and 169 lb up at 1-5-9,200 lb down and 169 lb up at 3-5-9,200 lb down and 169 lb up at 5-5-9.200 lb down and 169 lb up at 7-5-9,198 lb down and 169 lb up at 9-5-9,198 lb down and 169 Ill up at 11-5-9,198 lb down and 169 lb up at 13-5-9,198 lb down and 169 lb up at 15-5-9,198 lb down and 169 lb up at 17-5-9,198 lb down and 169 lb up at 19-5-9,198 lb down and 169 lb up at 21-5-9,and 198 lb down and 169 lb up at 23-5-9,and 198 lb down and 178 lb up at 25-6-5 on top chord,and 85 lb down at 1-5-9,85 lb down at 3-5-9,85 lb down at 5-5-9,85 lb down at 7-5-9,85 lb down at 9-5-9,85 lb down at 11-5-9.85 lb down at 13-5-9,85 lb down at 15-5-9,85 lb down at 17-5-9,85 lb down at 19-5-9,85 lb down at 21-5-9,and 85 lb down at 23-5-9,and 553 lb down and 227 lb up at 25-5-9 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOADCASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=70,7-10=70,17-21=20 Concentrated Loads(lb) Vert:7=140(B)16=60(B)2=140(B)13=60(B)5=-140(B)11=-505(B)24=-140(B)25=-140(B)26=-140(6)28=-140(B)29=-140(B)30=-140(B)32=-140(B) 34=140(B)35=140(B)36=140(B)37=60(B)38=60(B)39=-60(B)40=60(B)41=-60(B)42=60(B)43=60(B)44=-60(1]1)45=60(B)46=-60(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M I.7473 rev.1010312015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 J32938 GHO Lot 282 Turner Residence T10195173 J32938 B01 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 1012:25:42 2017 Page 1 ID:4n WsQOi?xWdQ3AibDR25Urym_dS-pIAE8tbD12wHofRpvbWaXvgn4roPuMeUs?zAiHzw[xN 3-0-0 8-0-0 8-0-0 5-4-0 2-10-0 1-3-6 -0-0 4x8 = Scale=1:61.6 4x4 = 8 6 6x5 7 6.o0 12 4x8 = 5x 4x8 = 8 = 2 3 4 46 i 1 19 d u5 �J&8=4x6 I I N 18 17 21 16 15 22 14 13 23 12 11 10 3x6 II 44 = 3x4 = 3x10= 3x4 1x4 II 3x8 = 1x4 II 19-0-0 4-0-0 7-2-0 2 5 9-SS 3-0-0 8-40 8-0-0 2-10-0 14- -0-0 Plate Offsets(X,Y)— f2:0-5-8.0-2-41.f3:0-4-0,0-3-41,f4:0-5-4,0-241.f5:0-5-4.0-2-01.18:Edge.0-3-81 f9:0-2-8 0-2-41 LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.10 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.28 13-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) -0.02 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:255 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15,4-12,6-9,1-18,7-8,5-9 JOINTS 1 Brace at Jt(s):9 REACTIONS. (lb/size) 18=1272/0-8-0,8=1294/Mechanical Max Horz 18=550(LC 5) Max Uplift 18=-437(LC 8),8=-452(LC 8) Max Grav 18=1329(LC 14),8=1387(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=698/353,2-3=-1 3101594,34=1310/594,4-5=788/405,5-6=414/300, 6-7=508/342,1-18=1349/469,7-8=1342/515 BOT CHORD 17-18=491/348,15-17=478/722,13-15=467/1368,12-13=468/1363 WEBS 2-17=-860/413,2-15=-366/1139,3-15=-609/329,4-13=0/350,4-12=1273/495, 5-12=-341/736,1-17=-392/1209,9-12=-335/778,5-9=728/361,7-9=394/1201 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=18ft;B=45ft;L=29ft;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)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 437 lb uplift at joint 18 and 452 lb uplift at joint 8. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''%"gypsum sheetrock be applied directly to the bottom chord. i 'A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. ■ Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and 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 Mire k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r � Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195174 J32938 B02 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.dl0 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:43 2017 Page 1 ID:4nWsQOi?xWdQ3AjbDR25Urym_dS-HxkcLDcroL28QpO?Tl1 p47NuIF7wdvpe5fijEkzwlxM -0-0 9-0-0 17-0-0 22-4-0 29-2-0 29 5 -0-0 B-0-0 8-0-0 6-10-0 0- 5x5= 4x8 = Scale=1:63.2 5 6 6.00 12 4x10M18SHS = 5x8 = 4x8 5x5 7;�- 2 3 4 1 15 d in 3x4°=15 17 12 11 18 109 19 8 20 7 14 13 4x8 = 3x4 = 1x4 II 48 = 5x6 II 7x6= 3x4 = -0-0 9-0-0 -0-0 22-4-0 9-5.5 -0-0 8-0-0 8-0-0 5-4-0 7-1-5 Plate Offsets(X,Y)— f2:0-6-8,0-1-121.f3:0-4-0.0-3-41,f4:0-5-4.0-2-41.f5:0-2-8 0-2-41 f6:0-3-8 Edael.f7:Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.11 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.30 10-12 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.04 7 n/a n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:219 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 2-13,2-12,4-12,4-8,5-8,6-8,6-7 6-7:2x4 SP No.2 REACTIONS. (lb/size) 14=-434/0-8-0,13=1790/0-8-0,7=1268/Mechanical Max Horz 14=616(LC 5) Max Uplift 14=-670(LC 13),13=-641(LC 8),7=482(LC 5) Max Grant 14=171(LC 8),13=2053(LC 13),7=1443(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1251/559,3-4=1251/559,4-5=-1027/475,5-6=-836/477,1-14=110/291, 6-7=-1287/504 BOT CHORD 1 3-1 4=5 7 01344,12-13=-546/330,10-12=-599/1617,8-10=-600/1611 WEBS 2-13=-1472/726,2-12=518/1579,3-12=625/349,4-12=-396/75,4-10=0/311, 4-8=1 1391452,6-8=-444/1361 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=18ft;B=45ft;L=29ft;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)P;ovide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 670 lb uplift at joint 14,641 lb uplift at joint 13 and 482 lb uplift at joint 7. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord; ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. ■■■ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ° a truss system.Before use,the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A'''�1.° Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the MiIC - fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPIt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i r Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195175 J32938 B03 ! Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:43 2017 Page 1 ID:4nWSQ0i?xWdQ3AibDR25Urym_dS-HxkcLDcroL28Qp0?TI1 p47NzGF4Ydp5e5fijEkzwlxM 7-6-0 15-M 20-4-0 24 8-15 29-5-5 7 6 0 75-0 5 4-0 44 4-8-7 4x4= Scale=1:54.3 6.00 12 3x4= 4x6 4 5 6 4x12 = US = 5x8 = , 1 2 3 14 15 1711 A 13r 16 12 11 17 10 9 8 18 19 . _ _ 7 4x6 I 4x10= 4x4— 1x4 II 3x4 3x8= 6x6 = i 75-0 15-M 204-0 1 29-5-5 7-M 7-M 5.41-0 9 15 Plate Offsets IX Y)— I2:04-0.0-3-41 I6:Edge 0-2-01 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 0.70 Vert(LL) -0.28 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.57 7-8 >615 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:200 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3`Except' WEBS 1 Row at midpt 1-13,6-7,3-12,3-8,5-7 6-7:2x4 SP No.2 REACTIONS. (lb/size) 1 3=1 31 210-8-0,7=1312/Mechanical Max Horz 13=549(LC 5) Max Uplift 13=-456(LC 8),7=-485(LC 5) Max Grav 13=1331(LC 14),7=1414(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-1 3=-1 243/481,1-2=1429/607,2-3=-1429/607,34=1265/553,4-5=1055/549 BOT CHORD 12-13=490/331,10-12=681/1932,8-10=682/1928,7-8=-365/702 WEBS 1-12=-586/1697,2-12=587/351,3-12=-521/153,3-8=-1121/473,4-8=-65/288, 5-8=300/960,5-7=-1313/511 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)WiRd:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;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)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 456 lb uplift at joint 13 and 485 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%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 Mrrek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall" 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 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 J32938 GHO Lot 282 Turner Residence J32938 B04 Roof Special 1 1 T10195176 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:44 2017 Page 1 I D:4nWsQOi?xWdQ3AibDR25Urym_dS-18H_ZZcTZfA?2zbB1?Y2dKv4lfUvMGknKJSGmAzwlxL 6-6-0 13-0-0 184-0 23-8-15 29-5-5 6-6-0 6-0-0 5-4-0 54-15 5-8-7 4x8 = Scale=1:53.3 6.00 12 1x4 If 3x8 = 4 17 5 6 3x8 = 1x4 11 4x12 — 1 2 m 15 16 14• 13 12 11 10 9 18 8 19 7 3x6 II 4x10 = 3x4 = 3x4= 4x8 = 3x6 11 1x4 II 3x4 = I 6-6-0 13-0-0 18�-0 + 23.8-15 29-5-5 6-6-0 6-6-0 5-4-0 5-0-15 Plate Offsets(X,Y)— 14:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.13 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.27 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:196 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-7,3-9,4-8 REACTIONS. (lb/size) 14=1312/0-8-0,7=1312/Mechanical Max Horz 14=484(LC 5) Max Uplift 14=-457(LC 8),7=472(LC 5) Max Grav 14=1312(LC 1),7=1374(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. TOP CHORD 1-1 4=-1 2501477,1-2=-1508/628,2-3=-1508/628,34=1482/626,4-5=890/469, 5-6=890/469,6-7=1259/505 BOT CHORD 13-14=431/291,11-13=732/2193,9-11=734/2189,8-9=531/1362 WEBS 1-13=-629/1814,2-13=503/308,3-13=736/251,3-9=-1115/479,4-9=268/870, 4-8=-749/252,5-8=-438/280,6-8=-489/1409 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)VVmd:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'l`his 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 457 lb uplift at joint 14 and 472 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 Y7 gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Welk' �• 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 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 i 'Job Truss Truss Type Qly Ply T10195177 �J32938 GHO Lot 282 Turner Residence J32938 B05 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:45 2017 Page 1 ID:4n WsQOi?xWdQ3AibDR25Urym_d5-DKrMmvd5Kzlsf7ANbj3H9YSJi2gE5hawzzBglczwlxK 5-6-0 11-0-0 16-4-0 22-8-15 29-5-5 5-0-0 5-M 54-0 6-4-15 6-8-7 Scale=1:51.0 s.00 12 4xe = 1x4 II 3x8= 4 16 17 5 6 3x8 = 1x4 II 4x12 = 1 2 15 d 14 r 13 12 11 10 9 18 8 19 3x6 II 7 4x10 = 1x4 I14x4 3x4 =3x4 = 4x8= 4x6 II 5-6-0 11-0-0 16-0-0 724l-15 29 5 5.6-0 5-6-0 5�-0 64-15 6-8-7 --t Plate Offsets(X,Y)— 14:0-5-4.0-2-01.I7:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.15 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.33 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:182 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-7,4-8 REACTIONS. (lb/size) 14=1312/0-8-0,7=1312/Mechanical Max Horz 14=419(LC 5) Max Uplift 14=458(LC 8),7=467(LC 8) Max Grav 14=1312(LC 1),7=1353(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-1257/473,1-2=-1678/665,2-3=-1678/665,34=1795/711,4-5=1130/545, 5-6=1130/545,6-7=1249/495 BOT CHORD 13-14=372/252,12-13=-B33/2624,10-12=-834/2620,8-10=-585/1639 WEBS 1-13=-685/1971,2-13=-417/263,3-13=-1041/361,3-1 0=1 209/507,4-1O=239/835, 4-8=-651/214,5-8=518/313,6-8=-542/1535 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wifid:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;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)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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 458 lb uplift at joint 14 and 467 lb uplift at joint 7. 8)This truss design requires that a minimum of 7/16"structural woad sheathing be applied directly to the top chord and''/:"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 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 abvays 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 , I r 1 '101 Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T70195178 J32938 B06 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:46 2017 Page 1 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-h WPkzFej5GQjHHIaBQaWiil?RJS5fg9y4ndxNr2zwlxJ 4-11-12 9-8-0 15-0-0 22-0-15 29-5-5 4-11-12 4-8-4 5-4-0 7-0-15 7-4-7 Scale=1:50.9 48 = 5x8 = 3x8 = 6.00 12 4 15 16 5 6 3x4 11 4x4= 1 3x6 = ro CV f� 17 13• 12 11 10 9 8 7 6x6 = 4x4 = 4x4= 3x4 = 3x4 4x10 = 46 11 9-8 0 _ 15-0-0 22-0-15 9-5-5 9-8-0 5-4-0 7-0.15 71i-7 Plate Offsets(X,Y)— 14:0-5-4.0-2-01 15:0-4-0.0-3-01,17:Edae.0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.22 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.64 12-13 >544 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:170 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 6-7,2-13,3-10,4-8 REACTIONS. (lb/size) 13=1312/0-8-0,7=1312/Mechanical Max Horz 13=375(LC 5) Max Uplift 13=-459(LC 8),7=466(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2941/1073,3-4=-2022/777,4-5=-1364/612,5-6=1364/612,6-7=1243/491 BOT CHORD 12-13=688/1846,10-12=-981/296B,8-10=-640/1761 WEBS 2-13=-2063/776,2-12=395/1307,3-12=545/266,3-10=1387/544,4-10=223/758, 4-8=527/188,5-8=570/335,6-8=-596/1679 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=18ft;B=45ft;L=29ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber D6L=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 459 lb uplift at joint 13 and 466 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''I%"gypsum sheetrock be applied directly to the bottom chord. I I ®WARNING-Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with NIiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall* building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPII Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r 1 r Job Truss Truss Type Qty [ly J32938 GHO Lot 282 Turner Residence T10195179 J32938 B07 Roof Special 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8A10 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:46 2017 Page 1 I D:4nWSQOi?xWdQ3AibDR25Urym_dS-hWPkzFej5GQjHHla8QaW l?W3S5kgAo4ndxNr2zwlxJ i 3-10-0 i 7-6-0 i 13-0-0 18-4-10 23-9-4 29-5_6 3-10-0 3-10-0 5-0-0 5-4-10 54-10 5-8-2 Scale=1:51.0 4x6 5x5 = 3x4 I 6.00 12 3x4= 4 5 15 6 7 2x4 11 4x6= 1 3x8 = M N N 14• 13 12 11 10 9 8 5x5 = 3x8 = 3x8M18SHS = 4x4= 3x4 = 6x6 = 3x8= 7-8-0 13-0-0 21-0-15 29-5-6 7-8-0 5-4-0 8-0-15 8-4-7 Plate Offsets(X.Y)— 16:0-2-8.0-3-01.113:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.25 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.50 11-13 >695 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.14 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:161 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-11,6-8 REACTIONS. (lb/size) 14=1312/0-8-0,8=1312/Mechanical Max Horz 14=310(LC 7) Max Uplift 14=-459(LC 8),8=467(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=3849/1379,3-4=-2420/889,4-5=-2119/859,5-6=-1708/690 BOT CHORD 13-14=790/2224,11-13=-1345/3905,9-11=733/1992,8-9=-543/1321 WEBS 2-13=-595/1826,3-13=726/321,3-11=-1 9121740,4-11=-1 78/656,5-9=-559/265, 6-9=206/759,6-8=-1669/612,2-14=-2406/892 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=18ft;B=45ft;L=29ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DflL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 459 lb uplift at joint 14 and 467 lb uplift at joint 8. 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. 14 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 1y@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 ANSIfTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I ' Job Truss Truss Type Qty Ply J32938 BOBG Roof Special Girder 1 1 �J32938 GHO Lot 282 Turner Residence T10195180 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25AB 2017 Page 1 I D:4nWSQOi?xWdQ3AibDR25Urym_dS-evXVOxfzdugRWavyGrd_nA4gaGg513VNFxQUvxzvdxH p-9-q 5-8-0 11-0-0 17-2-15 20-0-15 23-2-6 29-5-5 0-9-0 4-11-0 5 4-0 6-2-15 2-10-0 3-1-7 12-15 Scale=1:51.8 4xB = 6.00 12 3x4 = 5x6 = 4x4= 4 5 21 22 6 7 3x10 2x4 412 = 1 2 d '1 N 17 12 10 19• 18 0 5x6 I 7x10 d N 1 16 15 14 13 11 9 - 8 1x4 II 44 I 4x6= 3x4= 3x4 3x4 = 3x4 4x10 = 3x6 II 9- 2-9-0 8-0 -0-0 -2-15 0-0-5 23-2-6 9-0 2-11-0 5-0-0 6-2-15 2-1 0-0 3.1-7 6-2-15 Plate Offsets(X.Y)— 14:0-54,0-2-01,f6:0-3-0.0-3-01 117:0-4-0,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ,(loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.17 13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.35 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.93 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Weight:190lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 6-7-5 oc bracing. 1-17:2x4 SP No.2 WEBS 1 Row at midpt 7-8 REACTIONS. (lb/size) 19=1608/0-8-0,8=1326/Mechanical Max Horz 19=346(LC 7) Max Uplift 19=-745(LC 8),8=482(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-1 9=-1 377/667,1-2=-3523/1497,2-3=3367/1406,3-4=1956/790,4-5=1750n75, 5-6=-1207/567,6-7=1207/567,7-8=1269/504 BOT CHORD 18-19=412/396,17-18=412/396,13-14=810/2183,11-13=639/1688,9-11=679/1750 WEBS 14-17=-865/2381,3-17=689/1313,3-14=1316/537,3-13=-571/340,4-13=-122/454, 5-9=-742/284,6-9=-450/278,7-9=-587/1608,1-17=-1387/3369 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)W;rid:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'-Fhis 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 745 lb uplift at joint 19 and 482 lb uplift at joint 8. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)267 lb down and 285 lb up at 0-11-4,and 119 lb down and 150 lb up at 2-11-4 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:1-3=-70,3-4=-70,4-7=-70,18-19=-20,15-16=20,8-15=-20 Concentrated Loads(lb) Vert:2=79(F)20=-231(F) I ®WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/O3/2015 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 Ivabuilding 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 fyr 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 � — I 1 ob 9J Truss ITruss Type ty Ply . 32938 Gt 282 Turner Residence 73 609 Half Hip 1 1 ce T10195181 Job Reference o tidnal East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:48 2017 Page 1 I D:4nWSQOi?xWdQ3AibDR25Urym_dS-evXVOxfzdugRWavyGrd_nA4n3Gopl4DNFxQUvxzwlxH -2-0-0 4-9-4 9-0-0 15-10-6 22-7-0 29-5-5 2-0-0 4-9-4 4-2-12 E10� 6 8-10 6-10 6 Scale=1:54.5 4x8= 3x4 = 3x4= 1x4 II 3x8 = 4 21 5 22 6 7 8 6.00 12 1x4 h 3 0 1x4 II 1x4 II 1x4 II 2 0 1 14 13 12 11 10 9 4x4 = 3x4 = 3x4= 3x4= 3x4 = 4x10 = 3x6 II 9-0-0 15-10-6 22-7-0 29-5-5 9-0-0 6-10-6 6-8-10 6-10.6 Plate Offsets(X.Y)— f1:0-2-4.0-0-81.f2:0-2-4.Edgel.f4:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.15 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.35 14-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:163 lb FT=20% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1306/Mechanical,2=1476/0-8-0 Max Horz 2=350(LC 7) Max Uplift 9=-476(LC 5).2=605(1_C 8) Max Grav 9=1306(LC 1),2=1476(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2358/867,3-4=2067/777,4-5=-2142/872,5-7=1557/656,7-8=1557/656, 8-9=1240/486 BOT CHORD 2-14=-775/2052,12-14=658/1803,10-12=-792/2142 WEBS 3-14=-329/213,4-14=-47/371,4-12=-1611508,5-10=708/260,7-10=496/300, 8-10=-650/1835 NOTES- 1)Uibalanced 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=18ft;B=45ft;L=29ft;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)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 476 lb uplift at joint 9 and 605 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. I ®WARNING-Verify design paramerers 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 ?Val* building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r ! Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195182 J32938 B10G Half Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.b10 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:50 2017 Page 1 I D:4nWsQ0i?xWdQ3AibDR25Urym_dS-alfFpdhE8Vvn9mu3LNGfSsb9553a2mzQgiFvb_gzwlxF 2-0-0 3-9-0 7-D-0 15 1 E0-1 20-5 4 24-10-7 29 -5 6 2 -9� 3-2-12 4-0-11-0 15 4-5-3 4-5-3 4-5-3 4-0-15 Scale=1:56.6 r 7x8 = 3x4 = 3x4= 4x6 =2x4 II 5x5 = 5x8 = 6.00 12 4 23 245 25 26 6 27 7 8 28 29 9 30 10 1x4 3 lx4 II 1x4 II M tx4 II 2 _ �<, 1 17 31 32 16 33 34 15 14 35 36 13 37 38 39 0 12 11 4x8= 3x4 = 8x8= 3x4 = 6x8= 5x8= 3x10 M18SHS 11 4x8 M18SHS= 7-0-0 111-15 16-0-1 20-5-4 2410-7 29-5-6 3-9� 3-2-12 4-0-15 45-3 411 4-5-3 4£15 Plate Offsets(X.Y)— 11:0-2-4 0-0-81.12:0-4-0 0-1-151 f4:0-1-12 0-3-121 112:0-3-8 0-2-81 116:0-4-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.28 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.55 15-16 >636 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.12 11 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Weight:210 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-15 oc purlins, 1-4:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 5-7-1 oc bracing. WEBS 2x4 SP No.3*Except` 4-16,5-15,6-13,9-13,10-12:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=2941/Mechanical,2=2728/0-8-0 Max Harz 2=271(LC 24) Max Uplift 11=-1139(LC 5),2=1148(LC 8) Max Grav 11=2941(LC 1),2=2734(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5373/2081,3-4=-5149/2024,4-5=6025/24231 5-6=-6174/2467,6-8=5224/2093, 8-9=5224/2093,9-10=3195/1310,10-11=-2788/1167 BOTCHORD 2-17=-1890/4841,16-17=-1815/4666,15-16=2347/6019,13-15=2409/6174, 12-13=1284/3195 WEBS 3-17=-304/217,4-17=-199/851,4-16=-706/1818,5-16=-877/479,6-15=0/264, 6-13=-1205/470,8-13=-609/381,9-13=-985/2555,9-12=-2201/1019,1 0-1 2=-1 53713980 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wis d:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1139 lb uplift at joint 11 and 1148 lb uplift at joint 2. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)198 lb down and 177 lb up at 7-0-0,198 lb down and 169 lb up at 9-0-12,198 lb down and 169 lb up at 11-0-12,198 lb down and 169 lb up at 13-0-12,198 lb down and 169 lb up at 15-0-12,198 lb down and 169 lb up at 17-0-12,198 lb down and 169 lb up at 19-0-12,201 lb down and 169 lb up at 21-0-12,202 lb down and 169 lb up at 23-0-12,202 lb down and 169 lb up at 25-0-12,and 202 lb down and 169 lb up at 27-0-12,and 186 lb down and 157 lb up at 29-3-9 on top chord,and 553 lb down and 227 lb up at 7-0-0,85 lb down at 9-0-12,85 lb down at 11-0-12,85 lb down at 13-0-12,85 lb down at 15-0-12,85 lb down at 17-0-12,85 lb down at 19-0-12,85 lb down at 21-0-12,85 lb down at 23-0-12,85 lb down at 25-0-12,and 85 lb down at 27-0-12,and 100 lb down at 29-3-9 on bottom chord. Con w RNING-Vegq'ly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. ■ ?if n91ZG1k%re 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 Sob Truss Truss Type My Ply J32938 GHO Lot 282 Turner Residence T10195182 J32938 B10G Half Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 S Apr 20 2016 MTek Industries,Inc. Tue Jan 10 12:25:50 2017 Page 2 I D:4n WsQ0i7xWd Q3Aib D R25 U rym_d S-a lfFpd h E8 Vw9 mu3 LNGfS sb9553a2mzQgiFvb_gzwlxF NOTES- 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(8). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-4=-70,4-10=70,2-11=-20 Concentrated Loads(lb) Vert:4=140(F)7=-140(F)10=167(F)11=-68(F)17=505(F)9=-140(F)12=-60(F)23=140(F)24=140(F)25=-140(F)26=140(F)27=140(F)28=-140(F) 29=140(F)30=-140(F)31=60(F)32=-60(F)33=60(F)34=60(F)35=-60(F)36=-60(F)37=60(F)38=-60(F)39=60(F) ®WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p�A/ �• 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 �y� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPIt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 1 � Job Truss Truss Type City Ply �J32938 GHO Lot 282 Turner Residence T10195183 J32938 C01 Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MTek Industries,Inc. Tue Jan 10 12:25:51 2017 Page 1 ID:4nWsQOi?xWdQ3AjbDR25Urym_dS-2UCdlyisvp2OO2dXx AhPpiMnTrhVZ5pxvf8WGzvdxE -211 5-9J 11-0-0 1B-M 25-0-0 30-2-12 36-0-0 38-0-0 2-0-0 5.9.4 5-2-12 7-0-0 7-0-0 5-2-12 5-9, Scale=1:66.7 6.00 12 5x8 = Bx6 = 5x8 = 5 31 6 32 7 3x6 3x6 3x4 i 4 8 3x4 3 9 M d 2 10 d 1 11 ice-' d 18 17 16 15 14 13 12 3x6 3x6 = 3x8 = 3x4= 3x6 = 3x4 = 3x6= 5-94 11-0-0 18-M 25-0-0 3D-2-12 36-0-0 5-9_4 5-2-12 7-0-0 5-2-12 5-9� Plate Offsets(X,Y)— f5:0-5-8.0-2-41.(6:0-3-O.Edgel.(7:0-5-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.22 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.49 15-17 >879 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:199lb FT=20% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1765/0-8-0,10=1765/0-8-0 Max Horz 2=263(LC 6) Max Uplift 2=710(LC 8),10=-710(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2971/1039,3-5=-2527/964,5-6=-2621/1067,6-7=-2621/1067,7-9=2527/964, 9-10=-2971/1039 BOT CHORD 2-18=-732/2598,17-18=732/2598,15-17=-522/2197,13-15=522/2197,12-13=-732/2575, 10-12=732/2575 WEBS 3-17=-510/242,5-17=-85/422,5-15=-192/652,6-15=-543/285,7-15=-192/652, 7-13=-85/422,9-13=513/242 NOTES- 1)Urtbalanced 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=18ft;B=45ft;L=36ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 710 lb uplift at joint 2 and 710 lb uplift at joint 10. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTeM 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 vehfy the applicability of design parameters and properly Incorporate this design into the overall Not building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i i Job TC'O Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195184 J32938 Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:52 2017 Page 1 ID:4nWsQ0i?xWdQ3AibDR25Urym_dS-WgmOEIjUg6At?CCkVhhwxOFZHtG7EsTyAZOh2izwlxD 211 4-9-0 9-0-0 15-0-0 21-0-0 27-0-0 31-2-12 1 36 0-0 38-0-0 2-0-0 4-9� 4-2-12 6-0-0 6 0-0 6-0-0 4-2-12 4-:1-_4 2-0-0 Scale=1:66.7 6.00 12 5x5= " 3x4 = 3x6 = 3x4 = Sx5 = 5 6 31 7 32 8 9 3x6 i 3x6 10 3 4 d v 2 12 ctE 1 3n t1 13 18 17 16 15 14 d 3x6 = 3x8 = 4x6 = 3x4 = 4x6= 3x8= 3x6 9-0-0 18-M 27-0-0 36-0-0 9-0-0 9-0-0 9-M 9-0-0 Plate Offsets(X.YI— I2:0-3-0,Edgel.I5:0-2-8.0-2-41,I9:0-2-8.0-2-41,112:0-3-O.Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.23 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.56 14-16 >766 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.16 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:189 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied. 5-7,7-9:2x4 SP No.t BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP 285OF 1.8E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1765/0-8-0,12=1765/0-8-0 Max Horz 2=223(LC 7) Max Uplift 2=-710(LC 8),12=-710(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2984/1092,3-5=-2696/1001,5-6=2381/950,6-8=-3116/1200,8-9=2381/950, 9-11=-2696/1001,11-12=-2984/1092 BOT CHORD 2-18=-794/2596,16-18=877/3055,14-16=-877/3055,12-14=-794/2596 WEBS 3-18=-329/215,5-18=-246/815,6-18=-930/338,8-14=930/338,9-14=246/815, 11-14=331/215 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=18ft;B=45ft;L=36ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 710 lb uplift at joint 2 and 710 lb uplift at joint 12. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTeM 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 q of individual truss web and/or chord members only.Additional temporary and permanent bracing 6 iTek1 is always required for stability and to prevent collapse with possible personal injury and propeny damage.For general guidance regarding the _.-- fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I� i ' Job ' Truss Truss Type City Ply J32938 GHO Lot 282 Turner Residence T10195185 J32938 CO3G HIP GIRDER 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:54 2017 Page 1 ID:4nWsQ0i?xWdQ3AibDR25Urym_dS-S3umf kkCkQbFVM6c6k01RKsUhyRisrFdtto7bzv4xB i -2-0-0 3-9-4 7-0-0 12-6-14 18-0-0 23-5-2 2g-0-0 32-2-12 36-0-0 38-0-0 2-0-0 3-9-4 3-2-12 5-6-14 5-5-2 5-5-2 5-6-14 3-2-12 114 2-0-0 Scale=1:65.6 6x8 M18SHS = _ 6x8 M18SHS= 7x8= 6.00 12 4 27 28 5 29 30 31 32 6 33 34 35 736 37 38 8 3 9 d o c5 A 2 10 m d VII 11=� 16 39 40 15 41 42 43 14 44 45 13 46 47 48 12 4x6 — 4x4= 7x8 = 7x8 = 4x4= — 4x6 = 3-94 7-0-0 12-6-14 18-0-0 23-5-2 29-0-0 32-2-12 36-0-0 3-9, 3-2-12 5-6-14 5-5-2 5-5-2 5�-14 3-2-12 3.9.4 Plate Offsets(X.Y)— 14:0-1-12.0-3-01.16:0-4-0 0-4-81 f8:0-1-12.0-3-01,f13:0-4-0,0-4-81 f15:0-4-0.0-4-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Verl(LL) 0.52 14 >828 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.58 14 >748 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.13 10 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Weight:483 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. 4-6,6-8:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 6-5-1 oc bracing. BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=3446/0-8-0,10=3446/0-8-0 Max Horz 2=182(LC 7) Max Uplift 2=3059(LC 8),10=3059(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=6975/6122,3-4=-6782/6085,4-5=8790/7954,5-6=8785/7950,6-7=8785/7950, 7-8=8790/7954,8-9=-6782/6086,9-10=6975/6123 BOT CHORD 2-16=-5306/6189,15-16=-5245/6080,14-15=8427/9615,13-14=-8427/9615, 12-13=-5245/6081,10-12=5307/6190 WEBS 3-16=-315/232,4-16=-886/867,4-15=-2853/3224,5-15=-904/649,6-15=1017/893, 6-14=-402/453,6-1 3=-1 0171893,7-13=904/649,8-13=-2852/3224,8-12=886/867, 9-12=-315/232 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=36ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch 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)All plates are 2x4 MT20 unless otherwise indicated. 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3059 lb uplift at joint 2 and 3059 lb uplift at joint 10. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 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 Hof 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 ANSIITPH Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job ' Truss Truss Type City Ply J32938 GHO Lot 282 Turner Residence ' T10195185 J32938 CO3G HIP GIRDER 1 e>, L Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.01;0 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:55 2017 Page 2 ID:4nWsQ0i?xWdQ3AibDR25Urym_dS-xFS8sKIMzlYRsfxJApFdZft1 E41gRJ5PsXdMflzwlxA NOTES- 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)159 lb down and 202 lb up at 7-0-0,140 lb down and 193 lb up at 9-0-12,140 lb down and 193 lb up at 11-0-12,140 lb down and 193 lb up at 13-0-12,140 lb down and 193 lb up at 15-0-12,140 lb down and 193 lb up at 17-0-12,140 lb down and 193 lb up at 18-11-4,140 lb down and 193 lb up at 20-11-4,140 lb down and 193 lb up at 22-11-4,140 lb down and 193 lb up at 24-11-4,and 140 lb down and 193 lb up at 26-11-4,and 159 lb down and 202 lb up at 29-0-0 on top chord,and 538 lb down and 535 lb up at 7-0-0,85 lb down and 91 Ib up at 9-0-12,85 lb down and 91 lb up at 11-0-12,85 lb down and 91 lb up at 13-0-12,85 lb down and 91 lb up at 15-0-12,85 lb down and 91 lb up at 17-0-12,85 lb down and 91 lb up at 18-11-4,85 lb down and 91 lb up at 20-11-4.65 lb down and 91 lb up at 22-11-4,85 lb down and 91 lb up at 24-11-4,and 85 lb down and 91 lb up at 26-11-4,and 538 lb down and 535 lb up at 28-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD-CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=70,4-8=-70,8-11=70,2-10=20 Concentrated Loads(lb) Vert:4=140(F)8=-140(F)16=-538(F)12=-538(F)27=140(F)28=-140(F)29=140(F)30=140(F)32=140(F)33=140(F)35=-140(F)36=140(F)37=-140(F) 38=140(F)39=60(F)40=-60(F)41=-60(F)42=60(F)43=-60(F)44=60(1`)45=60(F)46=60(F)47=60(F)48=60(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall I ITS I' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing fy f iT�k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding.the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I, I ' � I Job ' Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195186 J32938 D01G Half Hip Girder 1 Job Reference to tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:56 2017 Page 1 I D:4n WsQOi?xWdQ3AibDR25Urym_dS-PROW4gm?kLhlUpWVkXms6sPBUUZxAgVY4BMvBTzwix9 3-6-0 I 7-0-12 11-11-0 17-4-3 21-9-5 24-10.0 3.6-0 3-6-12 4-10-4 5-5-3 30-10 6.00 12 1 6x6— 8x8 = Scale=1:72.4 8 9 3x4 5x6 7 6 5x8 WB 5x10 i 5 4 � 4x4 i 1 3 20 5x10 3x4 i 5x6 2 4 1 0 m 25 26 13 1227 26 29 11 30 � N d 6x8 M18SHS = HUS26 HUS26 10x10 = 18 17 23 24 16 15 HUS26 10x10 = 12x14 =HTU210 5x16 i 2x4 II 8x14 M18SHS = 5x10 II HUS26 HUS26 HUS26 HUS26 10x14 M18SHS = HUS26 HUS26 3-6-0 7-0- - -0 1 - 1 -4-3 2 -9 3.6-0 3-6-12 4-10-4 -0-0 4-5-3 4-5-3 3-0-10 Plate Offsets(X,Y)— [1:0-2-7,Edge],[4:0-4-0,Edge],[5:0-3-8,0-24],[6:0-1-4,0-1-12],[8:0-3-0,0-2-7],[9:04-0,0-2-4],[10:0-5-0.0-6-0],[11:0-2-4,0-6-0],[12:0-3-8,0-6-0], I14:0-10-0,0-7-81.117:0-6-0.0-4-81 LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.46 15 >641 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.91 , 15 >322 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.28 10 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Weight:485 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 1.8E'Except` TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, 7-8:2x4 SP No.2,8-9:2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP SS'Except' BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing. Except: 13-14,10-13:2x8 SP DSS 10-0-0 oc bracing:14-16 WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 9-10,5-12,6-11 9-10:2x8 SP No.2,14-17:2x4 SP 285OF 1.8E JOINTS 1 Brace at Jt(s):19 5-12,6-12:2x4 SP No.1,6-11,9-11:2x4 SP No.2 10-11,19-20:2x6 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 10=9789/0-4-0 (req.0-4-15),1=687910-8-0 Max Horz 1=674(LC 22) Max Uplift 10=-3665(LC 5).1=2541(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=14930/5537,2-3=14969/5594,3-5=-19096/7114,5-6=-8316/3162,6-8=-2804/1196, 8-9=-2456/1116,10-20=7982/3108,9-20=-7982/3108 BOT CHORD 1-18=-5088/13327,17-18=5088/13327,16-17=408/1075,14-16=1253/3500, 5-14=-4063/10986,12-14=6515/17301,11-12=2850/7391,10-11=-278/305 WEBS 2-17=-437/411,3-17=-2946/1135,14-17=5279/13963,3-14=1406/3724, 5-12=-11770/4491,6-12=-3385/9165,6-11=8666/3325,8-11=-565/1218, 11-19=3078/8038,9-19=-3087/8052 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc,2x8-2 rows staggered at 0-8-0 oc. Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc,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=18ft;B=45ft;L=25ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 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 Mrrek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 V I iTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 � 1 Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195186 J32938 D01G i Half Hip Girder 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:56 2017 Page 2 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-PROW4gm?kLhlUpV VkXms6sPBUUZxAgVY4BMvBTzwlx9 NOTES- 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)WARNING:Required bearing size atjoint(s)10 greaterthan input bearing size. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3665 lb uplift at joint 10 and 2541 lb uplift at joint 1. 11)Use Simpson Strong-Tie HUS26(14-16d Girder,6-16d Truss)or equivalent at 7-0-12 from the left end to connect truss(es)to back face of bottom chord. 12) Use Simpson Strong-Tie HUS26(14-1 Od Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-1-12 oc max.starting at 9-0-12 from the left end to 22-4-12 to connect truss(es)to back face of bottom chord. 13) Use Simpson Strong-Tie HTU210(32-10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 24-6-6 from the left end to connect truss(es)to back face of buitom chord. 14) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-8=68,8-9=-68,1-16=19.15-16=19,10-14=19 Concentrated Loads(lb) Vert:10=-1281(B)17=-2921(B)15=-1293(B)23=-1286(B)24=-1306(B)26=-1293(B)27=1293(B)28=1293(B)29=1293(B)30=-1248(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11471.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the p q iTe k• 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 'Jab Truss Truss Type City Ply �J32938 GHO Lot 282 Turner Residence J32938 D02 i Half Hip 1 1 T10195187 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.0110 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:57 2017 Page 1 I D:4nW5QOi?xWdQ3AibDR25Urym_dS-teavHOmdVfp96z5hl EH6e4yH?uupvDOhJr6Skwzwlx8 i -2-0-0 , ,6-8-12 11-11-0 19-8-0 24-4-0 2-0-0 6-B-12 5-2-0 7-9-0 4-8-0 4x8 M18SHS = Scale=1:61.0 3x8 = 6 7 6.00 12 5x6 i 3x4 5 N N 3x4 4 d 3 1x4 II 1 1x4 II 4xl2 = 10 9 21 4x6 II d e, 1x4 II 2 4x4 4x8 d = N � 1 = 14 13 12 0 4x4= 2x4 II 3x4 = 6-8-12 11-11-0 1 -11 19=8-0 24-0-0 6-8-12 5-2.4 -0-0 6-9-0 4-8-0 Plate O_ffsets_(X,Y)- 11:0-2-4,0-0-81,[2:0-0-12,Edge],16:0-5-0,0-2-01,l8:Edge.0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.13 1 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.34 9-11 >857 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.09 8 n/a. n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-AS Weight:161 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 5-13:2x4 SP No.3 10-0-0 oc bracing:11-13 WEBS 2x4 SP No.3 WEBS 1',Row at midpt 7-8,5-9 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=1083/Mechanical,2=1262/0-8-0 Max Horz 2=664(LC 5) Max Uplift 8=-434(LC 5),2=-505(LC 8) Max Grant 8=1180(LC 13).2=1262(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1824/562,3-5=2045/718,5-6=-721/336,6-7=523/374,7-8=1087/436 BOT CHORD 2-14=-583/1685,5-11=-185/800,9-11=-723/1984 WEBS 3-14=-579/269,11-14=603/1768,3-11=1 30/252,5-9=-1528/636,7-9=-397/1147 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Vlrrnd:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.0psf;h=18ft;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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 434 lb uplift at joint 8 and 505 Ib 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. i ®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 p{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 A is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the piTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSlrrPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute,2�t8 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 ' Job , Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence i T10195188 J32938 D03 Half Hip 1 1 i Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:58 2017 Page 1 j ID:4nW5QOi?xWdQ3AibDR25Urym_dS-Lg8HVMnFGyxOj7gtryoLBHVVyIH7edIrYVrOGMzwlx7 -2-0-0 4-8-12 13-11-0 17-8-0 24-4-0 r 2-0-0 7-8-12 6-2-4 3-9-0 6-8-0 46 = 3x8= Scale=1:56.6 6 7 6.00 12 4x4 i 5 3x4 ar N 3x4 - n' 3 a o o> 1x4 II 0 1x4 II 5x8= 9 21 4x6 II o M 1x4 II 2 3x10 = N d 1 14 13 12 11 4x4 = 44 = 3x4 2x4 II 7-8-12 13-11-0 1p17-8-0 24-4-0 7-8-12 6-2-4 1-0-0 2 Plate Offsets(X,Y)— f1:0-2-4.0-0-81f8:Edge,0-3-81 M0:0-5-8,0-4-Ol LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud , PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.09 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.20 14-20 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 5-12:2x4 SP No.3 10-0-0 oc bracing:10-12 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-8 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=1083/Mechanical,2=1262/0-8-0 Max Horz 2=594(LC 5) Max Uplift 8=-443(LC 5),2=-510(LC 8) Max Grav 8=1169(LC 13),2=1262(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1778/565,3-5=1639/605,5-6=-911/441,6-7=774/433,7-8=1038/444 BOT CHORD 2-14=-577/1619,5-10=215/769,9-10=-597/1499 WEBS 3-14=-438/250,10-14=612/1676,5-9=-1022/423,7-9=-420/1159 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=18ft;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)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 443 lb uplift at joint 8 and 510 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 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 MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 . I Job ' Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence J32938 D04 ' Half Hip 1 1 T10195189 Job Reference(optional) East Coast Truss, Ft Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:5B 2017 Page 1 I D:4nWSQOI?xWdQ3AibDR25Urym_dS-Lg8HVMnFGyxOj7gtryoLBH VXSI HBegwrYVrOGMzwlx7 -2-0-0 7-8-12 13-11-0 15 8-0 19-10-4 , 24 4 0 2-0-0 7-8-12 6-2-4 1-9-0 4-2-4 4-5-12 5x5 = Scale=1:51.8 lx4 II 4x4= 6.00 12 6 7 8 2x4 I I 5 3x4 3x4% M 4 3 N N W D� lx4 II 1 lx4 II 5x8 = 10 3x6 II c 1x4 II 2 4x8 = N d 1 15 14 13 12 4x4 = 4x4 = 3x4 = 2x4 II 7-8-12 13-11-0 1,4-11-q 19-104 24- 7-8-12 6-2-4 1-0-0 411.4 4-5-12 Plate Offsets KY1— 11:0-2-4.0-0-81.f6:0-2-8.0-2-41.f11:0-2-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.09 12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.20 15-21 >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 FBC20141TPI2007 Matrix-AS Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 5-13:2x4 SP No.3 10-0-0 oc bracing:11-13 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 9=1083/Mechanical,2=1262/0-8-0 Max Horz 2=524(LC 5) Max Uplift 9=-453(LC 5),2=-514(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1780/574,3-5=1585/592,5-6=-1527/690,6-7=685/376,7-8=685/376, 8-9=1049/446 BOT CHORD 2-15=-584/1590,5-11=305/204,10-11=493/1071 WEBS 3-15=-382/232,11-15=609/1647,,6-11=-409/1067,7-10=-338/250,8-10=464/1140, 6-10=-613/220 NOTES- 1)end:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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)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 453 lb uplift at joint 9 and 514 lb uplift at joint 2. 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.1010312015 BEFORE USE. Design valid for use only with NIiTek9 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 iTek° is always required for stability and to prevent collapse wfth'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 I I I i c I ' Job Truss Truss Type Qty Ply �J32938 GHO Lot 282 Turner Residence ' T10195190 J32938 D05 Roof Special 1 1 I Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:25:59 2017 Page 1 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-pOhfihot1G3tLGF4PfJakVljhiYpN3w n9bZoozwlx6 -2-0-0 7-1-4 13-M 14-11-0 1 185-0 23-1-15 24-4-0 2-0-0 7-1-4 6-6-12 1-3-0 3-0-0 49-0 1-2-1 Scale=1:49.9 _ 3x8 ' 4x6 — 4x4 = 6.OD 12 3x4= 8 5 22 23 6 7 3x4 m 3x4% 4 d c+ 3 rum 1. N r' 1x4 11 %8 1x4 11 10 2x4 11 0 = � 1x4 II 2 6x8I d 1 15 14 13 12I = 3x4 = 4x4 = 3x4 1x4 II I I i 7-1-4 13-8-0 1411-0 23-1-15 24-4-0 ' 7-1-4 ' B-6-12 130 8-2-15 1-2-1 Plate Offsets.(X,Y)— I1:0-2-4.0-0-81.12:0-1-O.Edoel,l8:0-3-3,0-1-81,111:0-2-8,0-2-81 i LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.23 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.62 10-11 >468 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:160 lb FT=20% 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 OTHERS 2x4 SP No.3 I REACTIONS. (lb/size) 9=1084/Mechanical,2=1257/0-8-0 Max Horz 2=483(LC 5) Max Uplift 9=421(LC 5),2=-514(1_C 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1841/600,3-5=1569/586,5-6=-1324/590,6-7=340/186,7-8=375/202, 8-9=1177/392 BOT CHORD 2-15=-607/1640,10-11=-494/986 I WEBS 3-15=-327/221,5-11=-47/357,6-11=-168/573,6-10=1012/481,7-10=333/193, 8-10=-416/1325,11-15=-629/1689,3-11-297/212 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=241t 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)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 421 lb uplift at joint 9 and 514 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 a nd'W gypsum sheetrock be applied directly to the bottom chord. I I i I WARNING-Verify design parameters and READ I NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev.101031201 S BEFORE USE. pal' •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 P1 A Irk' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1V1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I I i I Job Truss Truss Type City Ply J32938 GHO Lot 282 Turner Residence J32938 D06 Roof Special 1 1 T10195191 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.016 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:00 2017 Page 1 ID:4nWsQOi?xWdQ3A bDR25Urym_dS-HDF1v1pVoaBkzQgGzNrpGiavh5x46aO8?pK7KEzwlx5 -2-0-0 6-1-4 11-8-0 13-11-0 21-1-15 24-1-15 2 -0 2-0-0 6-1-4 5-6-12 2-3-0 7-2-15 3-0-0 0--1 Scale=148.9 3x8 8 6.00 12 4x8 4x6= US = 5 6 i 3x4 i 23 24 4 m 3x4 h 3 71 1x4 II 1 1x4 II II 7xB 10 3xs II d 1x4 2 5x8 = N t cs 1 I 16 15 14 13 12 3x4— 1x4 II 3x4 4x10 = 2x4 II 6-1-4 11-8-0 13-11-0 1411-Q I 21-1-15 24-4-0 6-1-4 5-6-12 2-3-0 1-0-0 6-2-15 Plate Offsets MY)— 11:0-2-4,0-0-81.12:0-2-0,Edge1 15:0-6-4.0.2-01,18:0-3-3 0-1-81 111.0-6-4.0-5-01 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.14 j 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.33 10-11 >871 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.12 1 9 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-AS Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied. Except: 6-13:2x4 SP No.3 1 OLO-0 oc bracing:11-13 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-10 OTHERS 2x4 SP No.3 I REACTIONS. (lb/size) 9=1088/Mechanical,2=125710-8-0 Max Horz 2=489(LC 5) Max Uplift 9=-401(LC 5),2=-513(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1886/614,3-5=-13491514,5-6=-18401725.6-7=821/357,7-8=1019/474, 8-9=1073/409 BOT CHORD 2-16=-639/1679,14-16=639/1679,6-11=11/303,10-11=821/1912 WEBS 3-14=-601/287,5-14=-922/474,11-14=686/1707,5-1 1=-62 311 4 6 2,6-1 0=-1 237/524, 7-10=-818/393,8-10=-64811668 NOTES- 1)Wind:ASCE 7-10;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4H;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. j 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 401 lb uplift at joint 9 and 513 lb uplift at joint 2. 1 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall pp� �• building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �yt 6Te k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 I Job ' Truss Truss Type Qty Ply �J32938 GHO Lot 282 Turner Residence J32938 D07 I Roof Special 1 1 Job Reference(optional) T10195192 East Coast Truss, Ft.Pierce,FL 34946 8.01 b s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:01 2017 Page 1 I D:4n WsQOi?xWdQ3AibDR25Urym_dS-IPpP7Ng7ZtJbaaOSX4M2pw77DVH4rzdHET4gthzwlx4 644 12-2-0 14-8-0 19-1-15 22-1-15 24-4-0 2-M 6-4-4 5-9-12 2-0-0 4-5-15 3-0-0 2-2-1 Scale=1:48.8 6.00 12 4x4 4x4 = '' = 3x4 = 8 9 5 010 = 4x12 = 3x4 61 4 1x4 \\ 24 25 3 v 2 m rb m 16 1x4 II 34x10= 1x4 II 12 11 3x6 II o� cj 1x4 II 2 1X4 II 4X8= N 1 17 16 26 27 15 14 3x4= 3x4= 3x4= 4x8= -8-12 14-8-0 14 111 0 19-1-15 --15 24-4-0 7 8-12 6 11 4 0--0 42-15 3 0-0 2 2 1 Plate Offsets(X,Y)— 11:0-2-4 0-0-81.12:0-2-O.Edgel f6:0-5-0 Edgel f13:0-3-12 0-2-01 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.21 1 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.53 15-17 >549 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.22 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:159 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* 6-15:2x8 SP SS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=1078/Mechanical,2=1255/0-8-0 Max Harz 2=415(LC 5) Max Uplift 10=-386(LC 8),2=517(LC 8) Max Grav 10=1106(LC 13),2=1279(LC 13) I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1898/627,3-5=1760/685,5-6=-1423/616,6-7=-2273/840,7-8=-558/254, 8-9=-469/255,9-10=-1062/412 BOT CHORD 2-17=-598/1735,15-17=375/1165,12-13=-473/1599,11-12=475/1594 WEBS 3-17=406/279,5-17=-250/687,5-15=-201/629,7-13=291/865,7-11=1 533/573, 9-11=-385/1099,13-15=492/206,6-13=-881/398 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18n;B=45ff;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)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,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 386 lb uplift at joint 101 and 517 lb uplift at joint 2. 1 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord.' I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.747?rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A A'rel�• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �V! 11 fabrication,storage,delivery,erection and bracing of tmsses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I � y I Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195193 J32938 D08 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:02 2017 Page 1 I D:4nW5QOi?xWdQ3AibDR25Urym_dS-DbNoKjq1KBRSCkzf4ntHL7fHSvc7aTHRT7pDP7zwlx3 -2-0-0 6-44-4 1 12-2-0 13-11-0 116-8-0 i7 1-5 z0.1-15 z4-4-0 z-o o rra a 5312 1-9-0 z-s o 0 1 3 0-0 4-z-1 Scale=1:48.8 - 6.00 1z 4X6 11 .. S = 2x4 'Il 4x4 4x4 = 3x4 i 6 1 9 10 4x12 = 4 74x4= 1x4 \\ 3 d N � 1X4 II 4 1x4 4 7x8 = 13 12 2x4 II q 1x4 II 11 3x4= 4x8 = N d 1 18 17 16 15 4x4 = 4x10= 3x4= 2x4 II 8-3-8 13-11-0 4-11-0 1fi8-0171-5 20-1-15 24-4-0 8-3-8 5-7-8 1-0.0 1-9-0 0. 1 3-0-0 4-2-1 Plate Offsets(X.Y)— (1:0-2-4,0-0-81 12:0-1-8.Edgel.114:0-2-4.0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.17 15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.34 15 >852 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.11 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:153 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied. Except: 6-16:2x4 SP No.3 10-0-0 oc bracing:14-16 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=1 086/Mechanical,2=1259/0-8-0 Max Horz 2=358(LC 5) Max Uplift 11=-382(LC 8),2=518(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=18421638,3-5=16331663,5-6=-2114/838,6-7=2198/812,7-8=-2810/1010, 8-9=12041463,9-10=-1064/452,10-11=-1 045/397 1 BOT CHORD 2-18=-598/1569,13-14=991/2940,12-13=-948/2842 WEBS 3-18=-418/280,14-18=435/1420,5-14=-465/1418,9-12=-64/297,10-12=485/1382, 8-13=-119/420,7-14=-1187/456,8-12=2086/763,7-13=-403/161 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=18ft;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)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 382 Ib uplift at joint 11 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 W gypsum sheetrock be applied directly to the bottom chord. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall r building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M'','e1Ktl�' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I Job Truss Truss Type City Ply �J32938 GHO Lot 282 Turner Residence T10195194 J32936 D09 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:02 2017 Page 1 I D:4nWSQOi?xWdQ3AjbDR25Urym_dS-DbNoKjglKBRSCkzf4ntHL7fATvdmaNuRT7pDP7zwlx3 18-7-0 -2-DO 64-4 12-2-0 16.11-0 7-11-1 24-4-0 2-0-0 6-4-4 5-9.12 4-9-0 1-1.0 7-1 Is-0 Scale=1:48.8 6.00 12 4x4 = I 5 , 3x4 i 5x6 = 3x10 = 4 4x4 = 7 8 1 x4 \\ 6 r 3 M us N t7 n 4 U4 II 104xlO — 1x4 II 3x4 = o� 1x4 II 2 N d 1 15 22 14 23 13 12 11 3x6 = 4x4 = 3x4= 3x8 = 4x4 = 8-3-8 16-0-8 17-11-15 1 -7- 24-4-0 8-3-8 7-9-0 1-11-7 -7- 5-9-0 Plate Offsets(X,Y)— 11:0-2-4,0-0-81,12:0-1-8.Edgel,17:0-3-0.0-2-01 19:Edae.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.30 10 >965 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.65 13-15 >449 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.27 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:143 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* 7-12:2x6 SP DSS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1083/Mechanical,2=1255/0-8-0 Max Horz 2=298(LC 7) Max Uplift 9=379(LC 8),2=-522(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1827/639,3-5=1618/665,5-6=-1625/674,6-7=1531/613,7-8=2232/851, 8-9=-1004/400 BOT CHORD 2-15=-588/1638,13-15=328/1073,12-13=-505/1485 WEBS 3-15=-408/274,5-15=-217/652,8-10=-808/2243,10-12=-525/1434,7-10=-131/452, 5-13=-228/735,6-13=418/242,6-12=-1258/451 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=18ft;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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=IO.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate'capable of withstanding 379 lb uplift at joint 9 and 522 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. I ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. k®Design valid for use only with MiTe 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 far stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job , Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195195 J32938 D10 Roof Special I 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:03 2017 Page 1 ID:4n WSQOi?xWdQ3AibDR25Urym_dS-ioxAY3rO4VZJquYreVOWuLCS3JwmJrMahnZnxZzwlx2 -2-0-0 6-4-4 12-2-0 16-0.8 17-10-0 1 7- 2211-4 24-4-0 2-0-0 6-4-4 5-9-12 3-10.8 1-9-8 9-0 2-4-4 3-4-12 Scale:1/4"=1' 4x4= - � 6.00 12 5 3x4 4 64x6 1x4�� 5x5 = 1x4 II 4x8= 7 8 9 3 I� m m A 1x4 II %x8= 1x4 II 11 2x4 II o� `I' °' II 2 5x10 1x4 — N d 1 17 24 16 25 13 15 14 4x4 = 3x4= 3x4= 6x8 = 1x4 II 9-6-12 16-0-8 17-10.0 1 7- 20-114 24-0-0 9-6-12 6-5-12 1-9-8 -9-0 2-4-4 3-4 12 Plate Offsets(X.Y)— 11:0-2-4 0-0-81.12:0-2-4 Edael 16:0-1-8 0-1-121 111:0-2-0 0-2-81 it2:0-5-12 Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.25 1 13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.51 13 >572 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.92 Horz(TL) 0.13 10 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-AS Weight:140 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* 6-12:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1 0=1 08 1/Mechanical,2=125510-8-0 Max Horz 2=264(LC 7) Max Uplift 10=-379(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=1807/658,3-5=-1493/606,5-6=-1643/720,6-7=4070/1477,7-8=2331/844, 8-9=2331/844,9-10=-1018/375 BOT CHORD 2-17=-596/1606,15-17=320/1072,11-12=-1303/3801 WEBS 3-17=442/293,5-17=-161/547,7-12=-1212/467,8-11=-258/169,9-11=-839/2405, 7-11=-1 595/562,5-15=281/733,6-15=2064/799,12-15=-698/2098,6-12=-1270/3655 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=18ft;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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=IO.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 379 lb uplift at joint 10 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'/V gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev.1010312015 BEFORE USE. ■ Design valid for use only with MiTekD connectors.This design is based only upon parameters shown,and is for an individual building component,not ��• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I I � t Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195196 J32938 D11G ROOF SPECIAL GIRDER 1 � Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.0,10 s Apr 20 2016 MTek Industries,Inc. Tue Jan 10 12:26:04 2017 Page 1 ID:4nWsQOi?xWd43AibDR25Urym_dS-A VYIPsOrohAR271CCARYkevjEm2KfwQIKTOzwlxl -2-0.0 45.0 fi-4-4 12-2-0 15-6-0 1 1 18-10-0 21-3-12 24-410 2-0.0 45-0 1-11-4 5-9-12 3-4-0 �r 2-9-8 2-5-12 3-0-0 Scale:1/4"=1' 4x4 = 6.00 12 5 3x4 i 4x6 4 6 3x4 3x4 I g 7 4x8 1x4 II 6x6 = = 8 9 10 c' 1x4IIIM T4. c? P8 29 3x41x4 II 13 12 2 12 = 6x8 = N 1x4 II ,x4 II 19 26 18 27 17 16 15 3x4 3x4 = 3x4 = 4x8 = 2x4 II = I 18-10-0 5-0-10 16-0-8 17-7-0 18-7-0 21312 24-0-0 5-0-10 3-2-14 7-9-0 1_6 a 1-0-0 2IN 3-0-4 030 Plate Offsets(X.Y)- I1:0-2-4.0-0-81 f8:0-5-8.0-2-01 f14:0-4-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in ;(loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.24 1 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.45 15 >652 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2014lfP12007 Matrix-MS Weight:284 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 7-16:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 7-11-11 oc bracing:12-13. OTHERS 2x4 SP No.3 6-0-0 oc bracing:14-16 REACTIONS. (lb/size) 11=1428/Mechanical,2=1291/0-8-0 Max Horz 2=248(LC 7) Max Uplift 11=-706(LC 8),2=558(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1916/720,3-5=1699/740,5-6=-1802/858,6-7=-3576/1495,7-8=4315/1772, 8-9=4323/2039,9-10=4353/2055,10-11=-1 210/568 BOT CHORD 2-19=-646/1702,17-19=378/1129,16-17=-190/432,13-14=-2567/6107, 12-13=2554/6091,11-12=185/356 WEBS 3-19=-427/287,5-19=-226/662,5-17=-395/888,6-17=2339/1026,10-12=1901/4125, 8-12=-1975/722,8-14=2518/1161,14-17=-727/2060,6-14=1336/3291 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. 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=18ft;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 5)Provide adequate drainage to prevent water ponding. 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=10.0psf. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 706 lb uplift at joint 11,and 558 lb uplift at joint 2. 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)114 lb down and 127 lb up at 20-6-9,and 258 lb down and 266 lb up at 22-6-9 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LO�Cyyl), -Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MTk®e connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the _ fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r 1 Job ' Truss Truss Type Qty Ply , J3293B GHO Lot 282 Turner Residence T10195196 J32938 D11 G ROOF SPECIAL GIRDER 1 ! Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tua Jan 10 12:26:04 2017 Page 2 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-A VYIPsOrohAR271CCvIRYkevjEm2KfjwQIKTOzwlxl I 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=70,16-23=-20,15-16=20,11-14=20 Concentrated Loads(lb) Vert:28=114(17)29=-258(F) ! I i i I ! I i I - I ! I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. ■■■■ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify,the applicability of design parameters and properly incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ivi iTe k• Is always required for stability and to prevent collapse with possible personal injury and property,damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses'and truss systems,see ANSVTPI1 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,Alexandra,VA 22314. Tampa,FL 36610 i I r Job ' Truss Truss Type Qty Ply �J329311 GHO Lot 282 Turner Residence T10195197 J32938 D12 Common 8 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:05 2017 Page 1 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-eA3wzltec6p 13BiEmwQ_zmHoZ6fdnwit942tOSzwlxO -2-0-0 6-4-4 12-2-0 17-11-12 24-4-0 26-4-0 2-0-0 6-0-0 5-9-12 5-9-12 6-4-4 2-0-0 Scale=1:45.8 = 6.00 12 4x4 5 3x4- 3x4 4 6 3 7 ai 2 8 ro � rr d1 12 25 2611 10 9 w d 3x4= 3x4 = 1 3x4= 3x4= 3x4 = a-3-8 16-0-8 244-0 8-3-8 7-9-0 8-0-8 Plate Offsets(X.Y)— I1:0-2-4,0-0-81 I2:0-2-0 Edael I8:0-2-O.Edoel 19:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in '(loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.15 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC _0.61 Vert(TL) -0.33 10-12 >877 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:123 lb FT=20% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1240/0-8-0,8=1240/0-8-0 Max Horz 2=262(LC 7) Max Uplift 2=-525(LC 8),8=-525(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1813/656,3-5=1595/675,5-7=-1595/675,7-8=1813/656 BOT CHORD 2-12=-383/1670,10-12=118/1092,8-10=383/1543 WEBS 5-10=-219/662,7-10=-419/276,5-12=-219/661,3-12=-418/276 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=18ft;B=45ft;L=241t;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber 170L=1.60 plate grip DOL=1.60 3)All plates are 1x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 525 lb uplift at joint 2 and 525 lb uplift at joint 8. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015'BEFORE USE. ���• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verifyithe 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 oftrusses'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 [ h 'Job ' Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence ' J32938 D13 Hip 1 � 1 T10195198 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MTek Industries,Inc. Tue Jan 10 12:26:06 2017 Page 1 ID:4nWsQ0i?xWdQ3AibDR25Urym_dS-6NGA5tGNQxuhLHQJdxDWzq_1 W2hWKFOOknRYuzwlx? -2-0-0 5-9-4 I 11-0-0 13-4-0 612 24-4-0 24-0 -0-0 5-9-4 5-2-12 24-0 8-2 -0-02 -1 Scale=1:47.3 6.00 12 4x8 = 4x4 = 5 5 3x4 i >3x4 3x4 G 4 3 m d 6 2 9 M d 1 10 d 15 14 13 12 11 3x4 = 3x4 = 3x4 = 3x4 = 3x8= 5-9-4 11-0-0 13-4-0 18-6-12 24-4-0 5-9-4 5-2-12 24-0 5-2-12 5-9-4 Plate Offsets(X,Y)— I1:0-2-4.0-0-81,f5:0-5-4,0-2-01,f10:0-2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.08 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.20 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:140111 FT=20% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1240/0-8-0,9=1240/0-8-0 ! Max Horz 2=-241(LC 6) Max Uplift 2=525(LC 8),9=-525(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1872/650,3-5=1369/558,5-6=-1154/551,6-8=1370/558,8-9=1871/650 1 BOT CHORD 2-15=-387/1629,14-15=387/1629,13-14=-155/1152,11-13=387/1600,9-11=387/1600 WEBS 3-14=-564/267,5-14=-108/341,6-13=-109/341,8-13=564/267 1 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=18ft;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 COL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 1x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 525 lb uplift at joint 2 and 525 lb uplift at joint 9. 1 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/"gypsum sheetrock be applied directly to the bottom chord. I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev.1010312015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verifyithe 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 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 lrusses'and truss systems,see ANSVTPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2181 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Tampa,FL 36610 i i ` Job ' Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195199 J32938 D14 Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.610 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:07 2017 Page 1 ID:4nWsQ0i?xWdQ3AibDR25Urym_dS-aZAhNRuu8j3kl VsctLTS2BM6W3Fr4AcOX_4LzvAx_ -2-0-0 4-9-4 9-0-0 15-4-0 19-6-12 24-4-0 26-4-0 2-0-0 4-9-4 4-2-12 6-4-0 4-2-12 4-9-4 2-0-0 - Scale=1:47.3 6.00 12 46 = 1 4x8 = 5 6 3x4 i 3x4 4 7 3 8 M d v 2 9 M m 61 12 10 d 13 11 4x4 = 3x8 = 3x4 = 3x4= 4x4= 9-0-0 15-4-0 24-0-0 9-0-0 BA-0 9-0-0 Plate Offsets(X.YI— 11:0-2-4,0-0-81,f2:0-2-4 Edael 16:0-5-4 0-2-01 f9:0-2-4 Edoel f10:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.12 11-25 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.33 11-25 >872 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:128 lb FT=20% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1240/0-8-0,9=1 24 010-8-0 Max Horz 2=-204(LC 6) Max Uplift 2=525(LC 8),9=525(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=18541700,3-5=1551/606,5-6=1341/592,6-8=1551/607,8-9=1853/700 BOT CHORD 2-13=-446/1612,11-13=253/1340,9-11=447/1595 WEBS 3-13=-337/220,5-13=-56/350,6-11=-56/350,8-11=339/220 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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)All plates are 1x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)-This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 525 lb uplift at joint 2,and 525 lb uplift at joint 9. 1 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. I I i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. r Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicabirdy of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2118 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence I T10195200 J32936 D15G i Roof Special Girder 1 I 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:08 2017 Page 1 ID:4nWsQOi7xWdQ3AibDR25Urym_dS-2lk3bmvWv1BbwfRoR2_hbOvD_KdW 9wJr2GYbnzwlwz -2-0-0 3-9-4 7-0-0 10-4-0 12-2-0 14-0-0 117-" 20-6-12 24-4-0 26A-0 2-0-0 3-9-4 3-2-12 3-4-0 1-10-0 1-10-0 3-40 3-2-12 3-9-4 2-0-0 Scale:1/4"=1' 5x5 I I 4x8= 6x6= 6 7 4x8 = 4 30 6x6 6.00 12 28 29 31 32 3 >:9 O c5 ch 2 10 EWE . 01 15 33 14 34 35 13 36 12 w 11 d 3x8— 3x4 = 6x8= 6x8 = 3x4 = 3x8= 3-9-4 7-0-0 10-4-0 14-0-0 17-4-0 20-6-12 24-4-0 3-9-0 3-2-12 3-4-0 3-4-0 3-2-12 3-9-4 Plate Offsets(X,Y)— 11:0-2-4.0-0-81.f4:0-5-4.0-2-01 18:0-54 0-2-01,H 1:0-2-4.0-0-81 113.0-2-12 0-3-01 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.27 12-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.51 13-14 >578 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.77 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2248/0-8-0,10=2241/0-8-0 Max Horz 2=200(LC 23) Max Uplift 2=-1031(LC 8),10=1026(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=4023/1762,3-4=-3850/1726,4-5=3964/1838,5-6=4518/2119,6-7=-4410/2058, 7-8=3964/1831,8-9=-3838/1716,9-10=4012/1752 BOT CHORD 2-15=-1398/3576,14-15=-1308/3477,13-14=1212/3232,12-13=1299/3432, 10-12=1390/3505 WEBS 3-15=-287/264,4-15=-2421749,4-14=-369/782,5-14=2102/1013,6-14=944/2016, 6-13=-881/1937,7-13=2015/952,8-13=363/778,8-12=-246/758,9-12=288/264 NOTES- 1)8nbalanced 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=18ft;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)All plates are 1x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1031 lb uplift at joint 2 and 1026 lb uplift at joint 10. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)198 lb down and 176 lb up at 7-0-0,70 lb down and 45 lb up at 9-0-13,108 lb down and 139 lb up at 11-0-13,and 70 lb down and 45 lb up at 15-3-3,and 198 lb down and 176 lb up at 17-4-0 on top chord,and 553 lb down and 227 lb up at 7-0-0,231 lb down and 161 lb up at 9-0-13,110 lb down and 50 lb up at 11-0-13,110 lb down and 50 lb up at 13-3-3,and 231 lb down and 161 lb up at 15-3-3.and 553 lb down and 227 lb up at 17-3-3 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 111II-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the; fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218iN.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I it Job Truss Truss Type City Ply J32938 GHO Lot 282 Turner Residence J32938 D15G Roof Special Girder 1 1 T10195200 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.610 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:08 2017 Page 2 ID:4nWsQOi?xWdQ3A I ibDR25Urym_dS-2lk3bmvWvlBbwfRoR2_hbOvD_KdW 9wJr2GYbnzwlwz LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=70,4-5=-70,5-6=70,6-7=70,7-8=70,8-11=70,22-25=-20 Concentrated Loads(Ib) Vert:4=140(1`)8=-140(F)15=505(F)12=-505(F)30=68(F)33=-231 34=95(F)35=-95(F)36=231 I i i I i ®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 Mrrek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the' fabrication,storage,delivery,erection and bracing of trusses'and truss systems,see ANSVTPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218,N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 t T I Job A Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence J32938 E01 � Half Hip 1 I 1 T10195201 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:09 2017 Page 1 ID:4n WSQOi?xWdQ3AibDR25Urym_dS-WxlRo6w8gLJSYpO??IVw7cSSlky2jh4S4i058Dzwlwy -2-0-0 6-7-11 12-8-14 18-10-1 1 7 2-0-0 6-7-11 6-1-3 6-1-3 0- Scale=1:58.9 Sx8 = 6 6.00 12 1 3x4 i 5 3x4 4 0 d. 1x4 \\ 01 d 3 1x4 II 1x4 II 1x4 II 2 d 1 9 817 18 7 3x4 = 0 3x4= 3x4 = 3x8= 9-9-3 18-10-1 1 - 7 9-9-3 9-0-13 0. Plate Offsets(X,Y)— 11:0-2-4,0-0-81.12:0-1-12.Edael,16:0-4-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.27 7-9 >862 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.54 7-9 >426 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3"Except* WEBS 1:Row at midpt 6-7,5-7 6-7:2x4 SP 285OF 1.8E,6-13:2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=841/Mechanical,2=1026/0-8-0 Max Horz 2=705(LC 7) Max Uplift 7=324(LC 5),2=-426(LC 8) Max Grav 7=1001(LC 13).2=1026(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1336/451,3-5=1099/408,5-6=348/218 BOT CHORD 2-9=487/1300,7-9=-34Or728 WEBS 3-9=-429/302,5-9=196/644,5-7=-921/407 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. k Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=IO.Opsf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 324 lb uplift at joint 7 and 426 lb uplift at joint 2. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the tap chord and Y"gypsum sheetrock be applied directly to the bottom chord. i i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11I1-7473 rev.1010312015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verifyithe applicability of design parameters and property incorporate this design into the overall Welk' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ry f iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 ' Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195202 J32936 E02 Half Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.610 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:10 2017 Page 1 ID:4n WsQOi?xWdQ3AibDR25Urym_dS-_8spOSxnReRJ9zaBYT09gp_b87LKSOTGMlegfzwlwx -2-0-0 5-11-11 11-4-14 16-10-1 1913-7 2-0-0 5-11-11 5-5-3 5-5-3 2-5-6 4x4 = Scale=1:50.9 5x6= 6 7 6.00 12 i 3x4 5 3x4 4 1x4\\ 3 1x4 II 1x4 ll m 1x4 II 2 U. 0 1 11 18 10 19 9 8 3x4 = 4x4 = 08= 5x5 II 3x4= 8-8-4 16-10-1 19-3.7 8-8-4 8-1-12 2-57 Plate Offsets(X.Y)— f1:0-2-4,0-0-81 12:0-2-O.Edgel,f8:Edge.0.3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ',(loc) VdeFl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.11 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.28 19-11 >821 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014lfP12007 Matrix-AS Weight:131 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* WEBS 1 IRow at midpt 7-8,6-9 7-8:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=844/Mechanical,2=1023/0-8-0 Max Horz 2=625(LC 7) Max Uplift 8=342(LC 5),2=-432(LC 8) Max Grav 8=938(LC 13),2=1023(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1365/459,3-5=1111/429,5-6=-453/246,6-7=314/269,7-8=-953/401 BOT CHORD 2-11=-515/1338,9-11=364/836 WEBS 3-11=-382/254,5-11=-1 41/559,5-9=783/384,7-9=302/970 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. t>,Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4);This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 342 lb uplift at joint 8 and 432 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. I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev.1010312015'BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��- a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ivi iTek" Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 �112938 GHO Lot 282 Turner Residence T10195203 J32938 E03 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:10 2017 Page 1 IDAnWsQ0i?xWd0AibDR25Urym_dS-_8spOSxnReRJ9zaBYT09gp_WY7NBS1 eclMlegfzwlwx -2-0-0 7-8-4 14-10,1 17-10.1 19-3-7 2-0-0 7-8-4 7-1-12 3-0-0 1-5.6 4x4 11 Scale=1:51.1 4x6 — 4x4 = 7 6.00 12 5 18 3x4 i 3x4 %4 3 m n' 1x4 II 1x4 II r� 1x4 II 2 PZ d 1 11 10 9 8 3x4 = 1x4 II 3x4 = 3x8 = 3x8= 7-84 14-10-1 17-10-1 19-3-7 7-8-4 7-1-12. 3-0-0 1-5-6 Plate Offsets(X,Y)— f1:0-2-4,0-0-81.12:0-2-O.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ,(loc) Vdef1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.06 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.18 ,9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-8,3-9 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=840/Mechanical,2=1027/0-8-0 Max Horz 2=599(LC 7) Max Uplift 8=338(LC 5),2=437(LC 8) Max Grav 8=877(LC 13),2=1027(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1299/420,3-5=-612/279,5-6=428/313 BOT CHORD 2-11=-481/1183,9-11=481/1183 WEBS 3-11=0/303,3-9=-822/383,6-8=-803/353,6-9=320/760 NOTES- 1)Wind:ASCE 7-10;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;1_=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 140L=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ;;ill 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 338 lb uplift at joint 8 and 437 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-Verfly 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 ANSVrPi1 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 I i Job Truss Truss Type City Ply J32938 GHO Lot 282 Turner Residence J32938 E04 Roof Special 1 1 T10195204 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.d10 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:11 2017 Page 1 I D:4nWsQOi?xWdQ3AibDR25Urym_dS-TKQBDoxPCyZAn69N6AXOD1 Xm9XkNBVOIXOVCC6zwlww -2-0-0 6-8-4 12-10-1 15-10-1 19-3-7 2-" "-4 6-1-12 3-0-0 3-5-0 i Scale=1:51.6 4x4 II 7 4x4 = 4x4 = 6.00 12 5 I 3x4 3x4% 4 3 66 m M m m 1x4 II 1x4 II n 1x4 II 2 t d 1 11 10 9 18 19 8 3x4= 1x4 II 3x4 = 3x8= 3x8= 6-8.4 12-10-1 15-10-1 19-3-7 6-8-46-1-12 3-0-0 Plate Offsets(X,Y)— 11:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in i(loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.07 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.13 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.03 8 n1a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:124 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 7-8 7-8:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=844/Mechanical,2=1023/0-8-0 Max Horz 2=599(LC 7) Max Uplift 8=332(LC 5),2=-435(LC 8) Max Grav 8=940(LC 13),2=1023(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1356/438,3-5=-786/323,5-6=603/345 BOT CHORD 2-11=-518/1263,9-11=518/1263,8-9=-250/422 WEBS 3-9=683/322,6-8=812/342,6-9=-221/592 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. H;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4):This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 332 lb uplift at joint 8 and 435 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 MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the - fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 �J32938 GHO Lot 282 Turner Residence T10195205 J32938 E05G Roof Special Girder 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:12 2017 Page 1 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-xW ZRBylzGilPGkagu2dlE4saxyYwvRvmgEllYzwlwv -2-01 5.8-5 10-10-1 113-10-1 19-3 7 2-0-0 5-8-5 5-1-13 3-0-0 5-5-0 I 6x8 Scale=1:51.7 7 6.00 12 4x8 = 4x6 = 5 3x4 5x6 i 4 3 m 0 N lx4 11 m 1x4 II 2 d 1 18- 19 �20 1 21 22 10 23 24 2526 S26 x I I 11 9 827 5x8 0 11 HUS26 46 HUS26 10x10 5x10 11 HHUS26-2 HUS26 HUS26 - HUS26 HUS26 HUS26 5 85 10-10-1 13-10.1 19-3 7 5 85 5-1-13 3-0-0 5-6-6 Plate Offsets KYI- NZ-240-0-81.12:0-1-11,Edge1.15:0-5-4,0.2-01,111:0-3-0.0-4-81 LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) Vdefj Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.19 12-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.37 12-17 >60B 180 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.07 8 n1a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MS Weight:312 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, 1-4:2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP SS'Except* BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. 8-10:2x6 SP No.2 WEBS 1'Row at midpt 7-8 WEBS 2x4 SP No.3*Except* 7-8:2x8 SP No.2,7-9:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=6367/Mechanical,2=6414/0-8-0 Max Horz 2=572(LC 18) Max Uplift 8-2548(LC 5),2=2625(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=10370/3916,3-5=5836/2274,5-6=-4343/1798,6-7=-4969/2127,7-8=-4504/1810 BOT CHORD 2-12=-3678/9275,11-12=-3678/9275,9-11=2150/5238 WEBS 3-12=-1368/3734,3-11=4690/1858,5-11=-1471/4011,5-9=19131766,6-9=2413/1061, 7-9=3167/7791 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 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 CASES)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2548 lb uplift at joint 8 and 2625 lb uplift at joint 2. 9)Use Simpson Strong-Tie HHUS26-2(14-10d Girder,4-1 ad Truss)or equivalent at 1-7-10 from the left end to connect truss(es)to back face of bottom chord. 10) Use Simpson Strong-Tie HUS26(14-10d Girder,4-1 ad Truss,Single Ply Girder)or equivalent spaced at 2-3-1 oc max.starting at 2-6-12 from the left end to 18-11-13 to connect truss(es)to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTekO 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 IT �• 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 M i Yek• 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 I 'Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence I T10195205 J32938 E05G Roof Special Girder 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.Q10 s Apr 20 2016 MTek Industries,Inc. Tue Jan 10 12:26:12 2017 Page 2 ID:4nWsQ0i?xWdQ3AibDR25Urym_dS-xW ZR8ylzGilPGkagu2dlE4saxyYwvRvmgEllYzwlwv LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) ' Vert:1-5=68,5-6=-68,6-7=68,2-8=19 Concentrated Loads(lb) Vert:8=1068(B)11=1068(B)18=1408(B)19=-1062(B)20=1063(B)21=1066(B)22=-1059(B)23=1065(B)24=1064(B)26=1063(B) I I • i I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verifylthe applicability of design parameters and properly incorporate this design into the overall p building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iTe k• is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the IV I 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 I ' Job Truss Truss Type City Ply J329311 GHO Lot 282 Turner Residence T10195206 J32938 E06 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010�s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:13 2017 Page 1 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-PjYyeUzfkZquOQJmEbZslScO8LP4fVQ2?K JH—zwlwu -9-0 4-11-0 9-1-0 11-1-0 12-10.8 16-3-7 -9-0 i 4-2-0 4-2-0 2-0-0 1,9-8 3-4-15 6.00 12 3x8 4x4— Scale:1/4"=l' = 4 5 3x4 = 3x4 II 4x12 = 1 2 17 15 d 13 14, h 2.4 I I N O 4x12 = 4 0 9 12 ' 11 4 10 x 3x4 I I 5x5= 8 7 3x8=6 1x4 II 9-0 1-9-0 9-1-0 11-1-0 12-10-8 16-3-7 9-0 1-0-0 7-4-0 21-0 1-9-8 3-4-15 Plate Offsets(X,Y)— 19:0-2-8.0-2-81.110:0-2-4,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.05 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.15 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:144 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied. Except: 2-11:2x4 SP No.3 10-0-0 oc bracing:11-13 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-6,4-7 JOINTS 1 Brace at Jt(s):13 REACTIONS. (lb/size) 14=750/0-8-0,6=748/Mechanical Max Horz 14=482(LC 7) Max Uplift 14=-280(LC 4),6=274(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-686/261,1-2=477/220,2-3=-524/248,3-4=-484/250,4-5=360/256, 5-6=720/284 BOT CHORD 13-14=457/273,2-13=-452/324,9-10=-311/641 WEBS 3-9=-543/289,10-13=-325/630,3-,13=-301/104,5-9=-272/688,1-13=371/879 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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 L?OL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,:,ill 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 280 lb uplift at joint 14 and 274 lb uplift at joint 6. 7)This truss design requires that a minimum of 7/16"structural woad sheathing be applied directly to the top chord and''%"gypsum sheetrock be applied directly to the bottom chord. i ®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 p�• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of imsses 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 J32938 GHO Lot 282 Turner Residence T10195207 J32938 E07 � Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 Is Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:13 2017 Page 1 I D:4n WsQOi?xWd Q3Aib D R25Urym_dS-PjYye UzfkZquOQJmEbZs ISc36LQSf VN2?K_J H_zwlwu -9- 7-1-0 11-1-0 14-10.8 1:63-7 9I0 6-4-0 4-0-0 3-9-8 1-4-15 4xG 4x6 Scale=1:53.2 = 6.00 12 5 6 2x4Z 4 3x4 = 2x4 II 4x12 = 1 2 b15 2x4 II 0 5 = 10 13 12 11 5 = 2x4 I I 3x4 = 9 8 5x6 =7 3x4 II 11-1-0 2-1-0 1410-8 16.3-7 -9-01-0-0 5-4-0 4-0-0 1-0-0 2-9.8 1-415 Plate Offsets(X.Y)— 15:0-2-15,0-2-51.110:0-2-0.0-2-01,114:0-2-0.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.09 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:136lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 2-12,4-8:2x4 SP No.3 10-0-0 oc bracing:12-14,8-10 WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 6-7 6-7:2x4 SP No.2 REACTIONS. (lb/size) 15=747/0-8-0,7=738/Mechanical Max Horz 15=557(LC 7) Max Uplift 15=-231(LC 4),7=273(LC 8) Max Grav 15=747(LC 1),7=752(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-1 5=-6 8612 1 9,1-2=-674/242,2-3=-717/265,3-4=-592/236,4-5=466/294, 5-6=-4081321,6-7=-713/270 BOT CHORD 14-15=528/269,2-14=276/209,10-11=2 6217 6 5,4-10=334/227 WEBS 11-14=277/802,3-14=341/165,3-10=527/287,7-10=-351/332,6-10=-266/805, 1-14=-2991925 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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)erovide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 231 lb uplift at joint 15 and 273 lb uplift at joint 7. 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-Verity 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 ivt iTe k• is always required for stability and to prevent collapse wfth�possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPN Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r I Job Truss Truss Type City Ply J32938 GHO Lot 282 Turner Residence T10195208 J32938 E08 ]:Roof Special Girder 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:14 2017 Page 1 ID:4n WsQOi?xWdQ3AibDR25Urym_dS-tv5Ksq_HVtyleauynJ55gf9DIIg00s1 CDJspRzwlvrt 9 5-1-0 8-8-10 10-5-7 163-7 -9 4�-0 3-7-10 1-8-13 5-9-15 I 3x6 4 Scale=1:58.3 4 dM 1 13 ax4 3 11 124x8M18SHS 2x4 Ic' Lil 9 8 6 5 4x6 = 1x4 II 3x4 = 3x8 = 2x4 II -9 5-':9 -8-0 0-5-7 16-3 7 -9 -4 3-7-10 1$-13 53-15 Plate Offsets(X.Y1— 111:0-4-0,13-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 211.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.13 6-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.24 6-8 >812 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.13 5 n1a n1a BCDL 10.0 Code FBC2014rrP12007 Matrix-MS Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 7-6-2 oc bracing. 4-5:2x6 SP No.2,2-8:2x4 SP No.2 WEBS 1 Row at midpt 4-5,4-6 REACTIONS. (lb/size) 12=896/Mechanical,5=737/Mechanical Max Horz 12=631(LC 7) Max Uplift 12=-412(LC 8),5=308(1_C 5) Max Grav 12=896(LC 1),5=8B7(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-725/386,1-2=-825/356,2-3=722/283,3-4=-682/459,4-5=767/328 BOT CHORD 11-12=622/306,10-11=646/211,B-9=-237/463,6-8=383/725 WEBS 2-10=-455/235,2-6=266/213,3-6=-494/307,4-6=-4841929,1-10=-304/926 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber CJOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5):This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1 O.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 412 lb uplift at joint 12 and 308 lb uplift at joint 5. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)201 lb down and 271 lb up at . 1-9-7 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=70,2-4=-70,11-12=-20,5-9=20 Concentrated Loads(lb) Vert:13=201(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iVliTe k• is always required for stability and to prevent collapse with'possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 I Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195209 J32938 E09 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:15 2017 Page 1 I D:4n WsQOi?xWdQ3AibD R25Urym_dS-L5fi3A_vGB4 cGkT9 LOcKN tiNg87e7QALSeTPLtzwhvs 9-0 7-9-12 11-1-0 13-10-8 15-4-8 6-3-7 9-0 7-0-12 3-3-4 2-9-8 1-6-0 6x14 M18SHS= Scale:1/4"=1' 6.00 12 3x4 = 2x4 I I 3x8 = 4x6 = 5 6 1 2 3 • 17 v ' ol 14 15, 2x4 11 0 5x8 = 10 13 12 11 x 1111 2x4 11 3x4 = 9 8 3x8 =7 1x4 II 9-0 -9-0 7-9-12 --0 13-10.8 6-3- 9-0 1-0-0 6-0-12 3-3-4 2-9-8 2-4-15 Plate Offsets(X.Y)— I5:Edge.0-1-151.110:0-2-8.0-2-81,114:0-2-0.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.07 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.20 9 >962 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:147lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 2-12:2x4 SP No.3 10-0-0 oc bracing:12-14 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-7,3-10 JOINTS 1 Brace at Jt(s):14 REACTIONS. (lb/size) 15=753/0-8-0,7=760/Mechanical Max Horz 15=460(LC 7) Max Uplift 15=-314(LC 4),7=295(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-700/292,1-2=365/189,2-3=-379/199,3-4=401/214,4-5=435/238, 5-6=402/263,6-7=-751/297 BOT CHORD 14-15=-428/307,2-14=299/231,10-11=-360/573 WEBS 11-14=-384/591,3-14=375/217,3-10=-375/184,4-10=-406/250,1-14=-339/763, 7-10=-250/201,6-10=-365/870 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. h;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)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 314 lb uplift at joint 15 and 295 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 Y"gypsum sheetrock be applied directly to the bottom chord. I ®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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall TS WOW building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 1 is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the V,iT 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 City Ply J32938 GHO Lot 282 Turner Residence T10195210 J32938 E10 i Roof Special 1 ' 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:16 2017 Page 1 ID:4nWsQOi?xWdQ3A bDR25Urym_dS-pID4GV?YOUCTtu2Lvk7Zw4EcgYMUskwUhlCzuJzwlwr p 9-0 7-M 11-1-0 112-0-8, 13-6-8 , 16-3-7 0-9-0 63-8 4-0-5 0-11-8 i 6.00 12 5x5—_ Scale=1:40.7 3x4 = 3x4= 4.4 = 3x4 = 5x5 = 5 6 1 2 3 16 4 d 05 e 14 e e - 15 6x6 = ¢ 2x4 I N o 1 M 0 10 13 12 11 0 4x6= 3x4 = 9 B 7 3x4= 4x4 = A-9-0 1-9-0 7-0-8 11-1-0 0-11-8 12-0-B 13-8-B 16-3-7 1.6-0 2-8-15 Plate Offsets(X.Y)— 14:0-2-8.Edgel.15:0-2-8,0-2-41.I6:Edge.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.16 13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.26 10-11 >741 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.36 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied. Except: 2-12:2x4 SP No.1 10-0-0 oc bracing:12-14 WEBS 2x4 SP No.3`Except' JOINTS 1 Brace at Jt(s):14 4-8:2x4 SP No.1 REACTIONS. (lb/size) 15=747/0-8-0,7=737/Mechanical Max Horz 15=400(LC 7) Max Uplift 15=-300(LC 4),7=292(1_C 5) FORCES: (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-596/301,1-2=359/209,2-3=-675/343,3-4=-513/267,4-5=-484/310 BOT CHORD 14-15=376/260,2-14=550/330,11-12=230/306,10-11-354/622,7-8=205/291 WEBS 2-11=-1 84/503,3-11=-280/199,3-10=-264/126,5-7=-694/297,8-10=-447/309, 4-10=-309/252,1-14=-351/666,5-8=-325/607 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=18ft;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)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 300 lb uplift at joint 15 and 292 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%"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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp qq �• building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing fyp 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 ANSIlTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,21,8 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 • � i • Job ' Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence � T10195211 J32938 E11 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:17 2017 Page 1 I D:4nWsQOi?xWdQ3Ai6DR25Urym_dS-HUnSUrOAnoKKV 1 dXTReoSlnndyhrbBAevyyWQlzwlwq 0-9-0 to-10-0 12-4-0 16-3-7 0-9-0 'S-0-8 5-0-81-6-0 3-11-7 6.00 12 4x4 = 3x6 Scale=1:37.8 = • 5 6 3x4= 4x4 = 1x4 II 4x4 = 1 2 3 16 17 e e 14 e e 15 5x6 2x4 11 N O 4 c5 O p V 13 12 11 d 4x4 13x8= 9 8 7 3x4= 3x4 II 0-9-0 1-9-0 5-9-8 11-1-0 12-4-0 16-3-7 0-9 4-0-8 5-3-8 1-3-0 3-11-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.15 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.33 10-11 >589 180 BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(TL) 0.34 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:123 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 2-12:2x4 SP No.1 10-0-0 oc bracing:12-14 WEBS 2x4 SP No.3*Except* JOINTS 1 Brace at Jt(s):14 5-8:2x4 SP No.2 REACTIONS. (lb/size) 15=749/0-8-0,7=742/Mechanical Max Horz 15=361(LC 7) Max Uplift 15=-290(LC 4),7=-285(LC 5) Max Grav 15=749(LC 17),7=742(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-583/281,1-2=441/218,2-3=704/342,3-4=-704/342,4-5=545/280, 5-6=-417/263,6-7=-705/296 BOT CHORD 14-15=333/224,2-14=-526/282,11-12=-203/300,10-11=-322/590 WEBS 2-11=-197/580,3-11=-414/239,8-10=-498/238,4-10=-538/296,6-8=233/653, 1-14=-323/655 NOTES- 1)Wribalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.0psf;h=18ft;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)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 290 lb uplift at joint 15 and 285 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. I 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 Mfrek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 ' I 'Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195212 J32938 E12G Roof Special Girder 1 q J Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:18 2017 Page 1 I D:4nWsQ0i?xWdQ3AibDR25Urym_dS-IgLrhB 1 oY6SB7BCj0891?VK1 aM9UKh2n8ch4yCzwlwp 3-8-11 7-5� 10-5-6 12-10-9 , 15A9:9 ',1_7-4-9, 21-8-12 22 0 3-8-11 3-8-11 3-0-0 2-5-3 3-0.0 1-6-0 44-3 0-74 6.00 12 5x8— 6x6 = Scale=1:69.6 7x6 = 2x4 6x8= 4 5 5x8 = 6x6 = 1 2 6 7 6x6 8 v e u� o o5 cs us 16 18 19 20 -14 21 22 23 24 2526 27 282930 31 15 13 12 11 10 9 32 10x10 = 10x14 = 3x10 11 8x8 = 8x8 = 4x6=HUS26 5x12 =10x10 = 5x12 =HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 1ox10= HUS26 Special HUS26 HUS26 HUS26 HUS26 HUS25 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS28-2 0- 8- 1 -5-6 10-5-6 2-10-9 15-10-9 17-4-9 22-3-9 22 -0 3-8-11 3-0-0 2-5-3 3-0-0 1-6-0 411-0 047 Plate Offsets(X,Y)— [1:D-2-4,0-1-12],[3:0-5-4,0-3-0],[4:0-5-8,0-2-12],[7:0-5-8,0-2-12],[8:0-1-12,0-2-8],[9:0-5-0,0-5-12],[10:D-3-12,0-6-0],[12:0-2-8,0-6-0],[13:0-3-8,0-5-12], 115:0-5-12.0-5-121.[16:0-4-4,D-6-01 LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.12 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.23 13-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:1002 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD St,ructural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x8 SP DSS except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. 1-16,8-9:2x8 SP No.2,1-15,3-13,6-12:2x4 SP No.1 WEBS 1 Row at midpt 1-16 8-10:2x4 SP No.2,15-16,9-10:2x6 SP No.2 REACTIONS. (lb/size) 16=15766/0-3-2 (req.0-5-5),9=13172/0.3-2 (req.04-7) Max Horz 16=-567(LC 6) Max Uplift 16=-6195(LC 4),9=5013(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-1 6=-1 278314988,1-2=5540/2309,2-3=5540/2309,3-4=-8562/3473,4-5=-7560/3114, 5-6=-8368/3397,6-7=-6806/2777,7-8=-7276/2902,8-9=-1 0 732/4 1 1 0 BOT CHORD 15-16=473/510,14-15=3277/8253,13-14=-3255/8194,12-13=3025/7722, 11-12=-2731/7038,10-11=2499/6430 WEBS 1-15=-5289/13613,2-15=-274/316,3-15=-6449/2454,3-14=1198/3272,3-13=-1515/697, 4-13=-1707/4415,4-12=839/354,5-12=1278/3207,6-12=-677/1724,6-11=-4588/1741, 7-11=-1 047/2785,7-10=336/111,8-10=3626/9650 NOTES- 1)3-ply truss to be connected together with 1od(0.131"x3")nails as follows: Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x8-4 rows staggered at 0-4-0 oc. Webs connected as follows:2x6-3 rows staggered at 0-4-0 oc,Except member 10-9 2x6-2 rows staggered at 0-9-0 oc,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=18ft;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 5)Provide adequate drainage to prevent water ponding. 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)WARNING:Required bearing size atjoint(s)16,9 greater than input bearing size. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6195 lb uplift at joint 16 and 5013 lb uplift at joint 9. 10) Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-2-0 oc max.starting at ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.1010312015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling ofiindividual truss web and/or chord members only.Additional temporary and permanent bracing i�e�° 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 . I 'Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195212 J32938 E12G Roof Special Girder 1 q J Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:19 2017 Page 2 ID:4nWsQ0i?xWdQ3AipDR25Urym_dS-EtvDvX1 QJPal lLmwasgGXjsCKmUj38lxNGRdUezwlwo NOTES- 11) Use Simpson Strong-Tie HUS26(14-1Od Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-2-0 oc max.starting at 4-0-0 from the left end to 19-7-0 to connect truss(es)to back face of bottom chord. 12) Use Simpson Strong-Tie HUS28-2(6-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 21-0-6 from the left end to connect truss(es)to back face of bottom Oord. 13) Fill all nail holes where hanger is in contact with.lumber. 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)6349 lb down and 2566 lb up at 2-1-11 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:1-3=-68,3-4=-68,4-5=68,5-6=-68;6-7=68,7-8=68,9-16=19 Concentrated Loads(lb) Vert:15=1337(B)11=729(F)18=-6349(F)19=-824(F)20=-2157(1`=821,B=-1337)21=-2167(F=-824,B=-1343)22=-2153(1`=821,B=1331)23=-1331(13) 24=-717(F)25=-1326(B)26=-719(F)27=-1320(B)28=-1255(B)29=740(F)30=-1291(B)31=718(F)32=-1911(F=-722,B=1189) I WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��®® a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall i��ir�• 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 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 J32938 GHO Lot 282 Turner Residence T10195213 J32938 EJ2A Jack-Open 1 i� 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:19 2017 Page 1 ID:4nWSQOi?xWdQ3AibDR25Urym_dS-EtvDvX1 QJPal lLmwasgGXjsDSmYl3JexNGRdUezwlwo 1-8-1 181 Scale=1:8.7 , 2 6.00 12 M N 1 Of O) cs 1M O 3 2x3 = Adequate Support Required 181 r 1-8-1 Plate Offsets(X.Y)— Il:Edge.0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 6 Nr 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 3 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 FBC2014lrP12007 Matrix-MS Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-8-1 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=149/Mechanical,3=0/Mechanical Max Horz 2=143(LC 1),3=-143(LC 1) Max Uplift 2=-119(LC 8) Max Grav 2=149(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=18ft;B=45ft;L=2411;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)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 lb uplift at joint 2. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II-7473 rev.1010312015 BEFORE USE. * Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSLITP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r I Job Truss Truss Type Qty Ply �J32938 GHO Lot 282 Turner Residence T10195214 J32938 F01G Monopitch Girder 1 � 2 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.011)s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:20 2017 Page 1 I D:4n WSQOI?xWdQ3AibDR25Urym_dS-i3Tb6t224jiuMVL68ZCV4wPM79nXoX74cwAA14zWwn -2-0l) , 4-0-12 7-0-12 11-3-4 16-M D 4-0-12 3-0-0 4-2-8 4-0-12 6x8 i Scale=1:55.1 6.00 12 7 lx4 II 3x4 i 6 5x6 i 5 N 4 3x4! 16 3 17 5x10 = 4x6= l x4 I d M 1x4 II 2 6 1 12 11 20 10 9 21 22 9 II , 823 3x8 = 2x4 II 7x6 = 6x6= HUS26 8x8 = HHUS26-2 HUS26 10x10 = HGUS210-2 5xl4 M18SHS = HUS26 HUS26 4-0-12 7-0-12 , 11-3-4 , 15-M 4-0-12 3-0-0 4-2-8 4-4-12 Plate Offsets(X Y)— 11:0-2-4 0-0-81 12:0-4-0 0-1-11 18:0-4-0 0-4-81 19:0-2-4 0-5-01 111:0-3-0,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.13 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.25 9-11 >730 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014(rP12007 Matrix-MS Weight:293 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, BOT CHORD 2x6 SP SS*Except* except end verticals. 8-10:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 7-8 7-8:2x8 SP No.2,7-9:2x4 SP No.2,8-9,16-17:2x6 SP No.2 JOINTS 1 Brace at Jt(s):16 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=9769/0-4-0 (req.0-4-15),2=3888/0-8-0 Max Horz 2=569(LC 5) Max Uplift 8=3927(LC 5),2=1552(LC B) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=7852/2904,3-4=-7814/2985,4-6=4283/1699,6-7=-4264/1820,8-17=-5053/2009, 7-17=-5053/2009 BOT CHORD 2-12=-2738/6983,11-12=-2738/6983,9-11=-2738/6971,8-9=-284/324 WEBS 4-11=-1469/3953,4-9=-4160/1642,6-9=-355/262,9-16=-3076/7638,7-16=-3104/7690, 3-11=-356/254 NOTES- 1)2-ply truss to be connected together with 1Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. :Nebs connected as follows:2x6-2 rows staggered at 0-5-0 oc,Except member 16-17 2x6-2 rows staggered at,,0-9-0 oc,2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0,tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)WARNING:Required bearing size atjoint(s)8 greater than input bearing size. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3927 lb uplift at joint 8 and 1552 lb uplift at joint 2. 9)Use Simpson Strong-Tie HGUS210-2(46-10d Girder,16-10d Truss)or equivalent at 14-6-6 from the left end to connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. 10) Use Simpson Strong-Tie HHUS26-2(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 7-1-11 from the left end to connect truss(es)to back face of bottom chord. I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Vat 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 withlpossible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPN Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2�18 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195214 J32938 FO1G Monopitch Girder 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:20 2017 Page 2 I D:4n WSQOi?xWdQ3AibDR25Urym_dS-i3Tb6t224jiuMVL68ZCV4wPM79nXoX74rwAA14zwlwn NOTES- 11) Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 9-0-12 from the left end to 15-0-12 to connect truss(es)to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with'lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=70,2-8=-20 Cceicentrated Loads(lb) Vert:11=3056(B)9=-1425(B)20=1425(B)21=-1406(B)22=3501(F)23=1316(B) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall I�Iva I' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ivi iTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Jab Truss Truss Type Qty Ply �J32938 GHO Lot 282 Turner Residence T10195215 J32938 F02 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:21 2017 Page 1 ID:4nWSQOi?xWdQ3AibDR25Urym_dS-AFOzKD3gr1 gl_fwl iHjkd8yPYZ81X?VEgawkZXzwlwm -2-0-0 7-3-13 14-0-11 2-0-0 7-3-13 7-0-14 4x6 i Scale=1:44.8 • 6.00 12 5 • 3x4 1x4 II 4 m 3 u5 n 1x4 II 1x4 II 2 tx4 II d N 1 8 7 15 6 3x4= 3x4= 3x4 = 3x4 II 7-3-13 14-0-11 7-3-13 7-0-14 Plate Offsets(X.Y)— 11:0-2-4.0-0-81.15:0-2-15,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.07 6-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.17 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Weight:82 lb FT=20% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=615/Mechanical,2=812/0-8-0 Max Horz 2=533(LC 7) Max Uplift 6=-238(LC 5),2=-362(LC 8) Max Grav 6=762(LC 13),2=812(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=875/267,3-5=886/485,5-6=-619/262 BOT CHORD 2-8=313/794 WEBS 3-8=-583/364,5-8=-473/1047 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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 OOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 238 lb uplift at joint 6 and 362 lb uplift at joint 2. 6)This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and 1/"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verily 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 propedy 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 ry f iTek• is always required for stability and to prevent collapse wfth,possible personal injury and properly 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 L' u Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T70195216 J32938 F03 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:21 2017 Page 1 ID:4n WsQOi?xWdQ3AjbDR25Urym_dS-AFOzKD3gr1 ql_fwliHjkd8yX2Z3OX3oEgawkZXzwlwm -2-0.0 2-7-0 8-4-2 14-4-11 2-0-0 2-7-0 5-9-1 6-0-9 Scale=1:44.9 3x6 6.00 12 6 • 3x6 1x4 II 4 5 m 1x4 II 3 1x4 II 2 6x o 8 t 3x6 = Io tx4 II 1 d 1 3x4 = 13 9 4x4 = 2x4 II 2-7-0 8-4-2 144-11 2-71 5-9-1 6-0-9 Plate Offsets(X,YI— fl:0-2-4.0-0-81.f2:0-1-O.Edgel f3:0-4-0 0-1-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.20 3-8 >842 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.41 3-8 >419 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.19 13 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:87 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP 285OF 1.8E'Except' BOT CHORD Rigid ceiling directly applied. 2-9:2x4 SP No.2,3-9:2x4 SP No.3 WEBS 2x4 SP No.3'Except' VERTICALS THAT ARE EXTENDED BELOW A CHORD FORMING A"LEG DOWN"CONDITION, 6-13:2x6 SP No.2 ARE NOT DESIGNED TO RESIST LATERAL FORCES BETWEEN THE TRUSS AND THE SUPPORT. OTHERS 2x4 SP No.3 ADDITIONAL DESIGN CONSIDERATIONS(BY OTHERS)ARE REQUIRED TO TRANSFER THESE FORCES TO THE APPROPRIATE LATERAL FORCE RESISTING ELEMENTS. REACTIONS. (lb/size) 2=855/0-8-0,13=569/Mechanical (TYPICAL FOR ALL APPLICABLE"LEG DOWN"TRUSSES IN THIS JOB). Max Horz 2=537(LC 7) Max Uplift 2=371(LC 8),13=217(LC 5) Max Grav 2=855(LC 1),13=625(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-15=-569/171,3-4=817/259,4-6=-879/460,7-13=-625/217,6-7=-583/241 BOT CHORD 3-8=-345/788 WEBS 4-8=574/345,6-8=-465/1046 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3),This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 371 lb uplift at joint 2 and 217 lb uplift at joint 13. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum sheetrock be applied directly to the bottom chord. ®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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing R iTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the - - fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type City Ply GHO Lot 282 Turner ResidenceT101952J32938 F04 Half Hip 1 1 �132938 ob Reference o tior East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MTek Industries,Inc. Tue Jan 10 12:26:22 2017 Page 1 I D:4 n WsQO i?xWd Q3Aib DR25Urym_dS-eSaLXZ41 cKyccpV VF_Ez9LUTzPfG WwN3EfH5zzwiwl -2-M 2-7-0 8-3-8 14-M 2-0-0 2-7-0 5-8-8 5-B-8 0-4-11 Scale=1:44.0 6.00 12 3x6 6 • 3x6 i 1x4 II 4 5 m 1x4 II 1x4 II 3 2 6x 8 7 3x6 = Io 1x4 II l d N 3x4 = 13 I 1 9 x = 2x4 11 2-7-0 838 I 14-4-11 2-7 0 5-8-8 6-1-3 Plate Offsets KY)- 11:0-2-4,0-0-81.12:0-1-O.Edgel,f3:0-4-0.0-1-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.20 3-8 >847 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.40 3-8 >422 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.19 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:87 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2"Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5:2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2`Except* 3-9:2x4 SP No.3,3-7:2x4 SP 2850F 1.8E WEBS 2x4 SP No.3*Except* 6-13:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=855/0-8-0,13=569/Mechanical Max Harz 2=537(LC 7) Max Uplift 2=-371(LC 8),13=217(LC 5) Max Grav 2=855(LC 1),13=625(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-15=-569/172,3-4=822/261,4-6=-884/463,7-13=-625/217,6-7=-581/241 BOT CHORD 3-8=347/793 WEBS 4-8=572/346,6-8=-467/1046 NU'TES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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)Jhis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 371 lb uplift at joint 2 and 217 lb uplift at joint 13. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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 p�• a truss system.Before use,the building designer must verify,the applicability of design parameters and properly Incorporate this design into the overall piq.�` building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I V�iTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the - fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i i K Job Truss Truss Type Qty Ply' J32938 GHO Lot 282 Turner Residence i T10195218 J32938 F05 Half Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:22 2017 Page 1 { ID:4nWsQ0i?xWdQ3A bDR25Urym_dS-eSaLXZ4lcKyccpWF_Ez9LUcKzPhGZsN3EfH5zzwlwl -2-0-0 2-7-0 7-3-8 12-0-0 14-4-11 2-0-0 2-7-0 4-8-8 4-8-8 2-4-11 - 4x4 = 3x6= Scale=1:38.9 6.00 12 6 7 3x4 3x4 ! 5 4 M h u5 1x4 II 3 1x4 II 2 6x d 8 3x6 10 g = lx4 II d e 1x4 II 3x8 = 15 1 e e 11 2x4 II 2-7-0 7-3-8 12-0-0 14-4-11 2-7-0 4-8-8 4-8-8 2-0-11 Plate Offsets(X,Y)— I1:0-2-4,0-0-81.f3:0-4-0,0-1-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.19 3-10 >875 240 MT20 244/190 TCDL ' 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.38 3-10 >447 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.21 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:94lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 3-11:2x4 SP No.3 WEBS 2x4 SP No.3*Except* 7-15:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=854/0-8-0,15=570/Mechanical Max Horz 2=463(LC 7) Max Uplift 2=-375(LC 8),15=232(LC 5) Max Grav 2=854(LC 17),15=591(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-17=-489/150,34=914/302,4-6=-340/163,8-15=-591/232,7-8=-553/222 BOT CHORD 3-10=-380/889,9-10=-380/889 WEBS 4-9=-725/319,7-9=-194/544,4-10=0/256 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=18ft;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)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 375 lb uplift at joint 2'and 232 lb uplift at joint 15. 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.1010312015 BEFORE USE. Design valid for use only with Mrrek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i Job Truss Truss Type Qty Ply �J32938 GHO Lot 282 Turner Residence T10195219 J32938 F06 Half Hip 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:23 2017 Page 1 ID:4nWSQOi?xWdQ3AibDR25Urym—dS-6e8kkv5xNe4TDy4hpilCiZl ICNld?2a WluPgdPzwlwk 2-0-0 2-7-0 10-0-0 14 4-11 2-0-0 2-7-0 7-5-0 4-4-11 4x8 M18SHS Scale=1:35.2 3x6 = 4 5 6.00 12 3 1x4 II 2 5x 7 6 Io 3i to ..4 1x4 II 3x4 = cs e N 12 1 e a 8 d 3x4 II 2-7-0 10-0-0 144-11 2-7-0 7-6-0 4.4-11 Plate Offsets MY)— 11:0-2-4.0-0-81.13:0-7-0,0-2-151 f4:0-4-0,0-1-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.30 3-7 >560 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.67 3-7 >255 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.25 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 2-8:2x4 SP No.1,3-8:2x4 SP No.3 WEBS 2x4 SP No.3*Except* 5-12:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=870/0-8-0,12=554/Mechanical Max Horz 2=392(LC 7) Max Uplift 2=387(LC 8),12=238(LC 5) Max Grav 2=870(LC 1),12=554(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-14=403/125,3-4=-627/211,4-5=-476/263,6-12=-554/238,5-6=-567/254 BOT CHORD 3-8=253/118,3-7=-289/541 WEBS 4-7=286/197,5-7=256/714 NOTES- 1);Jnbalanced 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=18ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 387 lb uplift at joint 2 and 238 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 111II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify,the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 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 J32938 GHO Lot 282 Turner Residence T10195220 J32938 F07 Half Hip 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 Mi fek Industries,Inc. Tue Jan 10 12:26:24 2017 Page 1 I D:4n WsOOi?xWdQ3AibD R25Urym_d S-agi6yF5Z8yC Kr6ftN PGRE mZygn46kVkgXY8OArzwlwj -211 2-7-0 8-0-0 14-4-11 2-0-0 2-7-0 5-5-0 6-4-11 Scale=1:30.5 4x8 M18SHS = 3x6 = 4 5 6.00 12 M 3 1x4 II x 6 II 3x4 = 1x4 II s e 12 1 c e 8 2x4 I I i 2-7-0 8-0-0 14-4 2-7-0 5-5-0 6-0-11 Plate Offsets(X,Y)— 11:0-2-4,0-0-81.f2:0-1-O,Edgel.f3:0-4-0.0-1-161 f4:0-5-0.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.23 3-7 >755 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.45 3-7 >381 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.21 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 3-8:2x4 SP No.3 WEBS 2x4 SP No.3*Except* 5-12:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=858/0-8-0,12=566/Mechanical - Max Horz 2=322(LC 7) Max Uplift 2=-384(LC 8),12=251(LC 5) Max Grav 2=858(LC 1),12=566(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-14=-348/107,3-4=-819/276,4-5=-683/306,6-12=-566/251,5-6=-522/271 BOT CHORD 3-7=-371/723 WEBS 5-7=27W712 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=18ft;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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)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 2 and 251 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 11111•7473 rev.1010312015 BEFORE USE. ■ Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual buildingcomponent,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property into orate this design into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing A is always required for stability and to prevent collapse whh possible personal injury and property damage.For general guidance regarding the ttiTek• q 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 I Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195221 J32938 F08 Half Hip 1 11 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:24 2017 Page 1 ID:4n WsQOi?xWdQ3AibDR25Urym_d3-agi6yF5Z8yCKr6ftNPGREmZxin6rkUngXY8OArroM i -2-M 2-7-0 6-0-0 10-0-10 14-4-11 2-0-0 2-7-0 3-5-0 4-0-9 4.4-1 Scale=1:29.1 ' 4x4 = 3x4 = 2x4 I 4 17 5 6 6.o0 12 EE yM 7 M 3 1x4 II x 7 83x4= 3x d 2 0 1x4 II II s s 13 0 s s 9 1 2x4 II 4x4 = r 2-7-0 6-0-0 14A-11 2-7-0 11-0 B-4-11 Plate Offsets_(X,Y)— 11:0-2-4,0-0-81.f3:0-4-0,0-1-151 LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.17 3-8 >989 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.30 3-8 >564 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.19 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:75 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied. 3-9:2x4 SP No.3 WEBS 2x4 SP No.3*Except* 6-13:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=823/0-8-0,13=556/Mechanical Max Horz 2=244(LC 7) Max Uplift 2=371(LC 8),13=-251(LC 5) Max Grav 2=823(LC 1),13=556(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-15=-309/84,3-4=-1017/340,4-5=-902/341,7-13=-556/251 BOT CHORD 3-8=433/899,7-8=450/765 WEBS 5-7=775/414 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=18ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live 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 371 lb uplift at joint 2 and 251 lb uplift at joint 13. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y."gypsum sheetrock be applied directly to the bottom chord. WARNING-Verily 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 Iva I- building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AN"TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,suite 312,Alexandria,VA 22314. Tampa,FL 36610 I Job Truss Truss Type City Ply J32938 GHO Lot 282 Turner Residence T10195222 J32938 F09G Half Hip Girder 1 � Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:26 2017 Page 1 I D:4n WsQOi?xWdQ3AibDR25Urym_dS-WDgsNw7pgZS24QpGUgIvKBfFbao8CNaz_sdVEkzwlwh -2-M 2-7-0 4-0-0 9-2-6 14-4-11 2-0-0 2-7-0 15-0 5-2-5 5-2-5 Scale=1:29.1 5x8 I I 4x8 = 1x4 II 4x6 = 4 18 19 20 21 5 22 23 24 6 6.00 12 `) r> 3 `f N 1x4 II 7 2 ¢ 9 25 26 8 27 28 29 3 = o n I 1x4 I 4x8= 'r 1x4 II s s N 14 c s 10 1 d 2x4 II 3x4 = 2-7-0 4-0-0 9-2-6 14-4-11 2-7-0 15-0 5-2-5 5-2-5 Plate Offsets(X,Y)— I1:0-2-4,0-0-81.12:0-0-8,Edoel.l3:0-4-0,0-1-151.I4:0-5-4.0-2-01.f14:0-1-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.14 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.26 8-9 >665 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(TL) 0.17 14 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Weight:147 lb FT=20% LUMBER- BRACING- - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-10:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3`Except* 6-14:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1066/0-8-0,14=800/Mechanical Max Horz 2=182(LC 7) Max Uplift 2=-524(LC 8),14=357(LC 5) Max Grav 2=1163(LC 29),14=850(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-16=-455/161,3-4=-2455/1017,4-5=-2634/1119,5-6=-2634/1119,7-14=-850/357, 6-7=715/335 BOT CHORD 3-9=1034/2301,8-9=-1065/2390,7-8=162/276 WEBS 4-9=191/544,4-8=-121/458,5-8=-402/257,6-8=-1045/2451 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered 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)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=18ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=O.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 524 lb uplift at joint 2 and 357 lb uplift at joint 14. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall A �• building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing f y�iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSOTPI1 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 �J32938 GHO Lot 282 Turner Residence T10195222 J32938 F09G Half Hip Girder 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:26 2017 Page 2 I D:4 n WsQOi?xWdQ3Aib DR25U rym_dS-W Dq sNw7p gZS24QpGUq l VKBfFba08C Naz_sdVEkzwlwh NOTES- 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)108 Ib down and 72 Ib up at 4-0-0,118 Ib down and 64 Ib up at 6-1-3, 118 Ib down and 64 Ib up at 8-1-3,118 Ib down and 64 Ib up at 9-11-3,and 118 Ib down and 64 Ib up at 12-1-3,and 118 Ib down and 64 Ib up at 13-1-3 on top chord, and 314 Ib down and 172 Ib up at 4-0-0.49 Ib down and 25 Ib up at 6-1-3,49 Ib down and 25 Ib up at 8-1-3,49 Ib down and 25 Ib up at 9-11-3,and 49 Ib down and 25 Ib up at 12-1-3,and 49 Ib down and 25 Ib up at 13-1-3 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:1-3=70,3-4=-70,4-6=70,10-15=20,3-7=20 Concentrated Loads(lb) Vert:4=16(F)9=-166(F)19=16(F)21=-16(F)22=16(F)23=16(F)24=16(F)25=36(F)26=36(F)27=36(F)28=36(F)29=36(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. R Design valid for use only with Mi-rek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSlfTPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I 1 Job Truss Truss Type Qty Ply �J32938 GHO Lot 282 Turner Residence T10195223 J32938 G01G Roof Special Girder 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:27 2017 Page 1 I ID:4nWsQ0i?xWdQ3AibDR25Urym_dS-?POEaG8RRtaviaOS2Xg8sPBU8_Cmxot6DWN2mAzwlwg -2-0-0 2-8-81 7-4-8 12-0-8 14-9-0 16-9-0 2-0-0 2-8-8, 4-8-0 4-8-0 2-8-8 2-0-0 4x4 = Scale=1:40.2 5 6.00 12 4x4 i 4x4 2x4 114 6 2x4 II 3 7 1x4 114x6 4 N x628 1x4 II 1x4 II 1x4r e14 r r3x6 11 4x8 = 3x6 od 48= 4x8= c� N 18 25 17 11 26 10 7x6 =HTU210 3x6 11 3x6 I 1 7x6= HTU210 7-4-8 11-11-8 1 -8 1 9-0 2-8-8 0.-0 47-0 4-7-0 0.-0 2-8-8 Plate Offsets KYI- I1:0-2-4.0-0-81.19:0-2-4,0-0-81,f10:0-3-0,0-5-81.112:0-5-8.0-2-81 f16:0-5-8.0-2-81 118:0-3-0 0-5-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.01 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(TL) 0.01 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.56 Horz(TL) -0.02 13 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MS Weight:238 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-4-10 oc purlins, BOT CHORD 2x8 SP No.2*Except* except end verticals. 3-17,7-11:2x4 SP No.3,12-16:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing:16-17,11-12. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 15=124210-8-0,13=3567/0-8-0 Max Horz 15=379(LC 7) Max Uplift 15=-657(LC 8),13=1707(LC 8) Max Grav 15=1263(LC 17),13=3587(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1151/1560,3-4=-1133/1664.4-5=642/1108,5-6=-640/1104,6-7=-2236/4139, 7-8=2278/4084,2-18=-281/424,8-10=-806/1602 BOT CHORD 16-17=261/512,15-16=1455/1316,14-15=1407/1235,13-14=3675/2245, 12-13=3767/2270,11-12=383/741 WEBS 5-1 4=-1 183/693,6-14=1448/2940,4-14=-444/516,4-15=-812/527,6-13=-2671/1359, 2-16=-1344/1160,8-12=3579/2158 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-4-0 oc,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)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=18ft;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;Lumber DOL=1.60 plate grip DOL=1.60 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 657 lb uplift at joint 15 and 1707 lb uplift at joint 13. 8)Use Simpson Strong-Tie HTU210(20-1Od Girder,32-1 Odxl 1/2 Truss,Single Ply Girder)or equivalent spaced at 12-4-8 oc max. starting at 1-5-12 from the left end to 13-10-4 to connect truss(es)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard .nntinued on Dane 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use any with MiTek®connectors.This design is based only upon parameters shown,and is for an individual buildingcomponent,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall p� iTe k• building design.Bracing indicated is to prevent buckling!of individual truss web and/or chord members only.Additional temporary and permanent bracing W 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 offmsses 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 I r Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence T10195223 J32938 G01 G Roof Special Girder 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:27 2017 Page 2 ID:4nWsQOi?xWdQ3AibD(25Urym_dS-?POEaG8RRtaviaOS2Xg8sPBU8_Cmxot6DWN2mAzwlwg LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) 11 Vert:1-2=70,2-5=-70,5-8=70,8-9=70,17-18=20,12-16=20,10-11=20 Concentrated Loads(lb) Vert:25=876(1]1)26=2322(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10103/2015 BEFORE USE. *R Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 f e Job Truss Truss Type Qty �PPTIyJ32938 GHO Lot 282 Tumer Residence J32938 G02 HP eference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 1012:26:28 2017 Page 1 I D:4nWsQ0i?xWdQ3AibDR25Urym_dS-Tbydoc83CAjmKkzecFLNPckfa000gMFFR96bJdzwlwf 2-0-0 2-5-1 7-M 7-9-0 11-7-8 14-M 16-9-0 2-0-0 2-5-1 4-6-15 0-9-0 3-10-8 3-1-8 2-0-0 Scale=1:31.0 4x4 = 4x4 = 4 5 6.00 12 d c� 3 c; 2 7 r� d a s s w d 12 11 10 s s 8 1 13 3x4= 9 4x4 4x4 = o 1-11-7 -5-1 7-M 7-9-0 11-7-8 11 11 14-9-0 1-11-7 5-1 4-0-15 0-9-0 3-10-8 Plate Offsets(X,Y)— 11:0-2-4.0-0-81.17:0-0-12 Edge],f8:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.13 12-13 >847 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.18 12-13 >629 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:74 lb FT=20% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 13=766/0-11-5,9=851/0-8-0 Max Horz 13=-167(LC 6) Max Uplift 13=-645(LC 8).9=567(1_C 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-13=-472/348,6-9=512/336 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=18ft;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 3)Provide adequate drainage to prevent water ponding. 4)iAll plates are 1x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7);Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 645 lb uplift at joint 13 and 567 lb uplift at joint 9. 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 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 r.. �• building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iw iTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANStfTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i i t l Job Truss Truss Type Qty Ply [J32938 GHO Lot 282 Tumer ResidenceT10195225 J3293B G03 HIP Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:28 2017 Page 1 ID:4nWsQOi?xWdQ314ibDR25Urym_dS-Tbydoc83CAjmKkzecFLN PcklUObjgMnFR96bJdzWwf 2-0-0 5-0-0 9-9-0 14-9-0 16 9-0 2-0-0 5-0-0 r 4-9-0 5-0-0 2-0-0 Scale=1:32.9 08 = 4x4= 3 22 23 4 6.00 12 m M o d rJ 1x4 II A N 1x4 II 2 5 1x4 II bxl 1x4 II e e s 1x4 II Id 1 e e 9 8 7 e e 6 d 1x4 II 3x4 = 3x4= o 3x4 = 3x4= 5-0-0 9-9-0 14-9-0 5-0-D 4-9-0 5-0-0 Plate Offsets MY)— f1:0-2-4,0-0-81,13:0-5-4.0-2-01.16:0-2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.05 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.06 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-AS Weight:74 lb FT=20% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=808/0-8-0,5=808/0-8-0 Max Horz 2=-130(LC 6) Max Uplift 2=-668(LC 8),5=-669(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=976/736,3-4=813/710,4-5=-977/736 BOT CHORD 2-9=487/807,7-9=-496/812,5-7=-484/808 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=18ft;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 3),Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6),Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 668 lb uplift at joint 2 and 669 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 1/7 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 Nat � a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �At 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 iVii Yeka fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r C Job Truss Truss Type Qty Ply J32938 GHO Lot 282 Turner Residence 0195226 J32938 G04G i HIP GIRDER 1 1 T1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:30 2017 Page 1 I D:4nWSQ0i?xWdQ3AibDR25Urym_dS-P_3NCIAKjozUZ161jgNrU1 p3LBEz8DLYvTbiNVzwlwd -2-0-0 3-0-0 7-4-8 11-910 149-0 16-9-0 2-01 31-0 4-4-8 4-4-8 3101 211 Scale=1:31.0 4x8= 4x8 = 6.00 12 3 23 24 4 25 26 5 d d 2 0 6 m n d a e N 10 27 28 9 29 30 8 N s e 7 0 1 x4 = 0 5x8= d 3.4 3-0-0 74-8 11-9-0 14-9-0 3-0-0 44-8 44-8 3-0-0 Plate Offsets(X.Y)— f1:0-2-4,0-0-81,f2:0-0-4.Edgel,f3:0-5-4,0-2-01,f5:0-5-4,0-2-01,f6:0-0-4.Edgel,f7:0-2-4,0-0-81,f9:04-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.12 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.13 9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-14 Do purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 64-2 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=837/0-8-0,6=837/0-8-0 Max Horz 2=93(LC 31) Max Uplift 2=-769(LC 8),6=-769(LC 8) Max Grav 2=875(LC 36),6=875(LC 37) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1295/1025,3-4=-1776/1444,4-5=1776/1444,5-6=1297/1025 BOT CHORD 2-10=-820/1167,9-10=836/1180,8-9=-832/1155,6-8=-814/1141 WEBS 3-9=-543/702,4-9=-354/209,5-9=-543/704 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=18ft;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)All plates are 1x4 MT20 unless otherwise indicated. 51 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 769 lb uplift at joint 2 and 769 lb uplift at joint 6. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)91 lb down and 57 lb up at 3-0-0,101 lb down and 49 lb up at 5-0-12,92 lb down and 49 lb up at 7-0-12,92 lb down and 49 lb up at 7-8-4,and 101 lb down and 49 lb up at 9-84,and 91 lb down and 57 lb up at 11-9-0 on top chord,and 247 lb down and 112 lb up at 3-0-0,83 lb down and 2 lb up at 5-0-12,83 lb down and 2 lb up at 7-0-12,83 lb down and 2 lb up at 7-84,and 83 lb down and 2 lb up at 9-8-4,and 247 lb down and 112 lb up at 11-8-4 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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-3=-70,3-5=-70,5-7=-70,17-20=-20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111114473 rev.1010312015 BEFORE USE. �* Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not q�• a truss system.Before use,the building designer must verily 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 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 ANS11TPI1 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 I t Job TG'O Truss Type City Ply J32938 GHO Lot 282 Turner Residence T10195226 J32936 HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:30 2017 Page 2 ID:4nWsQ0i?xWdQ3AibDR25Urym_dS-P_3NCIAKjozUZ161jgNrU1 p3LBEz8DLYvTbiNVzwlwd LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=0(17)5=0(F)10=31(F)8=-31(F)23=0(F)24=-0(F)25=-0(F)26=0(F)27=2(F)28=2(F)29=2(F)30=2(F) ®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 verifyithe 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-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply J32938 GHO Lot 282 Turner Residence ' J32938 H01 i Half Hip 2 1 T10195227 Job Reference Io tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:30 2017 Page 1 ID:4n WsOOi?xWdO3AjbDR25Urym_dS-P_3NCIAKjozUZ161jgNrU1 p5zBFf8GCYvTbiNVzwlwd -2-0-0 15-0 3-8-1 7-8-0 2-0-0 3-11-15 4x8 = Scale=1:26.3 4 18 5 6.o0 12 3x4 3 1x4 II 2 m ry 6 1x4 II s 3xAr=B 7 6 1 10 0 3x6 II d 2x4 = `" 9 8 2x4 II 3x4 = 3x4 = 0-8-0 15-0 3 8 1 7-" 7 0 0-8-0 0-9-0 2-3-1 3-105 0-1-10 Plate Offsets(X.Y)— f1:0-2-4.0-0-81.f2:0-1-4,0-9-111,12:0-1-4.0-0-21.f4:0-5-0.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.03 14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.03 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied. 3-9:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=138/Mechanical,2=583/0-8-0,6=108/Mechanical Max Horz 2=191(LC 8) Max Uplift 5=94(1_C 5),2=312(LC 8),6=30(1_C 5) Max Grav 5=138(LC 1),2=583(LC 1),6=148(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=254/121 BOT CHORD 3-10=-290/220 NOTES- 1}Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;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)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 94 lb uplift at joint 5,312 lb uplift at joint 2 and 30 lb uplift at joint 6. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTESION THIS A s.This design is basND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectored only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �- building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the p qiTek• 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 Qty Ply J32938 GHO Lot 282 Turner Residence T10195228 J32938 H02G Hip Girder 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:31 2017 Page 1 ID:4nW5QOi?xWdQ3AibDR25Urym_dS-tAdlQeByU55LBBhDHNu41 FM9obYAtasi87LGvxzwiwc -2-0-0 1 8-1 6-0-1 7-8-0 2-0-0 1-8-1 4-8-0 1-3-15 Scale=1:21.8 5 4x4 = 4x4= 3 6.00 12 18 m - N 1x4 II ED r 1x4 II 14x�,4, = 107 6 Q• g2 4 4x6 I I 9 8 3x4 = 3x4 = 0-8-0 15-0 1r8-1 6.4-1 7-8-0 4-8-0 1 Plate Offsets(X,Y)— 11:0-24.0-0-81 12:0-1-12.Edoel.l2:0-1-0,0-9-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.20 7-8 >464 180 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) -0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:48 lb FT=20% 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:2-10. OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=44/Mechanical,2=77510-8-0,6=251/Mechanical Max Horz 2=170(LC 8) Max Uplift 5=-32(LC 8),2=608(LC 8),6=141(LC 5) Max Grav 5=48(LC 13),2=775(LC 1),6=251(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-393/440 BOT CHORD 2-10=-369/330 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=18ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sj,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 32 lb uplift at joint 5,608 lb uplift at joint 2 and 141 lb uplift at joint 6. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)70 lb up at 1-8-1,and 264 lb down and 297 lb up at 1-8-1,and 119 lb down and 151 lb up at 3-8-13 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:1-3=70,3-4=-70,4-5=70,10-14=20,6-9=-20 Concentrated Loads(lb) Vert:3=154(1`=-224)18=-79(F) �I ®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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify1the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2181 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r { Job Truss Truss Type IQty Ply �J32938 GHO Lot 282 Turner Residence T10195229 J32938 MG01 Half Hip Girder 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 1012:26:32 2017 Page 1 I D:4 n WsQOi?xWdQ3Aib D R25Urym_dS-L N B7d_CaFP D BoLGQr5P JZSvR9?p8c2orMn4pS Ozwlwb -2-0-0 4-0-12 9-0-0 14-4-11 16.8.6 2-0-0 4-0-12 4-11-4 5-4-11 4-3-11 6x6= 4x6= Scale=1:47.3 6.00 12 6 18 7 4x4 r- 3x4 i 5 4 3x4 i 3 tx4 II 2 0 1x4 II d 1 r 12 19 20 11 21 10 22 9 23 24 8 l U24 U24 U24 4x6= U24 4x4= 2x4 II 6x6 = Sx8 = 3x8 II HHUS26-2 ,U24 U24 U24 4-0-12 9-0-0 144-11 18-M 4-0-12 ' 4-114 5-4-11 43-11 Plate Offsets KY)— 11:0-2-4.0-0-81 12:0-2-4,Edoel.16:0-3-0.0-2-71.111:0-3-0,0-3-121 LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.11 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.20 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.58 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Weight:295 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, 6-7:2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3"Except' 7-8:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=3521/Mechanical,2=2873/0-8-0 Max Horz 2=514(LC 7) Max Uplift 8=1492(LC 5),2=-1289(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=5796/2418,3-5=-4051/1743,5-6=-1765/826.6-7=-1510/790,7-8=-2827/1219 BOT CHORD 2-12=-2294/5151,11-12=-2294/5151,9-11=1621/3582 WEBS 3-12=-490/1178,3-11=-1691/767,5-11=-978/2317,5-9=2675/1252,6-9=357/635, 7-9=1288/3049 NOTES- 1;2-ply truss to be connected together with 1Od(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 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 21 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=18ft;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 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1492 lb uplift at joint 8 and 1289 lb uplift at joint 2. 10) Use Simpson Strong-Tie HHUS26-2(14-1Od Girder,4-1 Od Truss)or equivalent at 4-1-11 from the left end to connect truss(es)to back face of bottom chord. 11) Use Simpson Strong-Tie U24(4-1 Od Girder,2-10dx1 1/2 Truss)or equivalent spaced at 2-2-0 oc max.starting at 6-0-12 from the left end to 16-2-12 to connect truss(es)to back face of bottom chord. 12) Use Simpson Strong-Tie U24(4-16d Girder,2-10dxl 1/2 Truss)or equivalent at 18-0-12 from the left end to connect truss(es)to ®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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verifyithe 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 " fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I Job Truss Truss Type Qty Ply �J212938 GHO Lot 282 Turner Residence T10195229 J32938 MG01 Half Hip Girder 1 2 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.01 b s Apr 20 2016 MiTek Industries,Inc. Tue Jan 1012:26:32 2017 Page 2 I D:4n WsQOi?x WdQ3Aibb R25Urym_dS-LN B7d_CaFP D BoLGQr5PJZSvR9?p8c2orMn4pS Ozwlwb NOTES- 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Lrn'iform Loads(plf) Vert:1-6=68,6-7=-68,2-8=-19 Concentrated Loads(lb) Vert:10=-550(B)12=-775(B)19=537(B)20=547(121)21=535(13)22=549(131)23=549(B)24=601(13) ®WARNING-Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall � building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the piTe k• 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 J32938 GHO Lot 282 Turner Residence T10195230 J32938 MV2 Valley 3 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jan 10 12:26:33 2017 Page 1 I D:4nWSQOi?xWdQ3AibDR25Urym_dS-pZIWrKCCOjL2QVrcPowY6gRfGPLELe5?bRgM_gzwlwa 2-M 2-0-0 Scale=1:7.8 2 6.00 12 0 d 1 3 2x3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-S Weight:5 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=62/2-0-0,2=48/2-0-0,3=14/2-0-0 Max Horz 1=39(LC S) Max Uplift 1=-12(LC 8),2=36(LC 8) Max Grav 1=62(LC 1),2=53(LC 13),3=28(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=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.1 B;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)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 ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface, 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 12 lb uplift at joint 1 and 36 lb uplift at joint 2. WARNING-Verify design parameters and READ NOTES ION 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 buildingcomponent.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 ANSVTPI1 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 14- Center plate on joint unless x,It 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. � c1-2 c2a 2. Truss bracing must be designed by an engineer.For � 0_�i 4 wide truss spacing,individual lateral braces themselves 0 JWEBS cav may require bracing,or alternative Tor I T tY ry 0 bracing should be considered. U am Of 0 3. Never exceed the design loading shown and never d U stack materials on inadequately braced trusses. OEL � 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c�-e csa cs s F designer,erection supervisor,property owner and plates 0- 'lid'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIITPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIrrPI 1. "Plate location details available in MiTek 20120 NUMBERS/LETTERS. ft soware or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. -BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 8 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. Nil � is not sufficient. BCSI: Building Component Safety Information, i T�k 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.10/03/2015