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1835 ATLANTIC BEACH DR - TRUSSES ..... . t , Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY M i Tek RE: 14096T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Toll Brothers Project Name: 14096T0 Model: Terrano Lot/Block: 047 Subdivision: Atlantic Beach Address: ., . City: Atlantic Beach State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 95 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# [Truss Name Date No. Seal# Truss Name Date 1 711981258 IEJ07 1 -( 9/5/17 18 T11981275 F09 9/5/17 2 1 T11981259 LEJ13 1 9/5/17 19 I T11981276 1 F10 19/5/17 3 T11981260 EJ23 9/5/17 20 1T11981277 F11 9/5/17 4 T11981261 EJ24 j 9/5/17 21 T11981278;F12 19/5/17 5 T11981262 EJ33 19/5/17 22 T11981279 F13 1 9/5/17 6 1T11981263 1 EJ47 9/5/17 23 I T11981280 1 FG01 ; 9/5/17 7 1T11981264 j EJ48 _ 19/5/17 24 T11981281 ; FG02 9/5/17 8 I T11981265 1 EJ49 9/5/17 25 1T11981282 I FT01 19/5/17 9 ;T11981266 I EJ50 9/5/17 26 I T11981283 I FT02 9/5/17 10 j 711981267 F01 9/5/17 27 T119812841 FT03 19/5/17 11 1T11981268; F02 9/5/17 28 I T11981285 1 F1-04 i 9/5/17 112 I T11981269 I F03 9/5/17 j29 ,T11981286 FT05 19/5/17 13 I T11981270 1F04 9/5/17 30 1T11981287 GEB01 ; 9/5/17 14 1-111981271 F05 9/5/17 31 T11981288 HJ07 9/5/17 15 1T11981272 I F06 9/5/17 32 1T11981289! HJ 13 1 9/5/17 16 1T11981273 F07 9/5/17 33 T11981290 HJ23 9/5/17 17 1 T11981274 ' F08 9/5/17 34 T11981291 HJ24 9/5/17 ♦,gritaitsiii. The truss drawing(s) referenced above have been prepared by MiTek ♦♦,%%",'S R,P. F7� , USA, Inc. under my direct supervision based on the parameters �� ,T.•.G E NS�.,.• 1,0 provided by Building Component Supply. Truss Design Engineer's Name: Finn, Walter :* No 22 3s * My license renewal date for the state of Florida is February 28, 2019. : : IMPORTANT NOTE: The seal on these truss component designs is a certification �:• STA OF :�./: that the engineer named is licensed in the jurisdiction(s)identified and that the �� ,�•.,�c4 ,-,P-,•\�`.: Job Truss Truss Type j . Qty Ply T11981261 14096T0 EJ24 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:31 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-zB6F?cUUWCFSNy13PIKa1 g3uQFkonjW pNdwyxlygj7s -1-4-0 4-8-0 1-4-0 4-8-0 Scale=1:14.4 3 1 5.00 FIF • 9 & 2 14 3x4- 03.0i 4-8-0 0-3-0 4-5-0 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) 0.07 4-7 >811 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.05 4-7 >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-AS Weight 17 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=117/Mechanical,4=55/Mechanical,2=280/0-3-8 Max Horz 2=114(LC 12) Max Uplift 3=-74(LC 12),4=-44(LC 12),2=182(LC 12) Max Gray 3=117(LC 1),4=82(LC 3),2=280(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 4-7-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) 2=182. 6)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. 1 � a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AMEX REFERANCE PAGE A11.7073 rev.10103!2015 BEFORE USE Desk In valid for use only with MiTekL:connectors.Ids design Is based only upon parameters shown.and Is for an Individual building component,not a lin r.s 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,seeANSI/TPII Quality Criteria,DS8-89 and SCSI 8uNdi ng Component 6904 Parke East Blvd. Safely Information avdlabie from Trus Plate Ins:Mute,218 N.Lee Street,Suite 312,Alexandria-VA 22314. Tampa.FL 33610 Job Truss Truss Type I, Tk Oty Ply 111981262 14096T0 EJ33 Jack-Open 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:33 2017 Page 1 I D:fzVrkTV7F It3R R7yNytuu7zrYxY-waE?P I W kSgVAdGASXAN26F8GU3TyFd06gxP3Odygj7q -1-4-0 3-0-0 1-4-0 3-0-0 Scale=1:14.5 3 5.00 i 6 2x4 I I 2 dv QS ry N 1 i - 4 hall 5 2x4 II I 3-0-0 I 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=229/0-5-8,3=62/Mechanical,4=24/Mechanical Max Horz 5=114(LC 12) Max Uplift 5=-96(LC 12),3=44(LC 12) Max Gray 5=229(LC 1),3=62(LC 1),4=51(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 2-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. fA WARNING-Verily design parameters and READ NOTES ON TNS AND INCLUDEDMIrEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE tut Design valid for use only with MITek0 connectors.TNs design Is based only upon parameters shown,and Is for an kndMdual 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 tTe k is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/TPI1 Quality Criteria,D58-89 and SCSI Building Component I 6904 Parke East Blvd. Safely Information available from Truss Plate Inslltute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss !Truss Type , Qty Ply T11981263 14096T0 EJ47 Jack-Open 18 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:34 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-OmoOddXMC7d1 EQIe4tuHeThLQTjK_4GG3b8cY4ygj7p -1-4-0 7-0-0 1-4-0 7-0-0 Scale=1:19.0 3 , 1 5.00 I12 1r) o_ 9 _o 8 2 1 ♦ 4 3x4= 7-0-0 7-0-0 LOADING (psf) l SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.11 4-7 >731 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.27 4-7 >309 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 i Code FBC2014/TPI2007 Matrix-AS Weight:24 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=186/Mechanical,2=369/0-5-8,4=83/Mechanical Max Horz 2=154(LC 12) Max Uplift 3=-103(LC 12),2=-128(LC 12) Max Gray 3=186(LC 1),2=369(LC 1),4=124(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 6-11-4 zone;C-C for members and forces&MWFRS for reactions shown;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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 3=103,2=128. 6)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. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10193/2015 BEFORE USE. Design valid for use only with MITekS connectors.This design B based only upon parameters shown,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 i ncoip 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 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 tracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job `Truss Truss Type . Qty Ply T11981264 1409610 EJ48 Jack-Open 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:35 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-szLmgzX?zRlusaKgeaPW BgDVgs2JjXW PIFuA4Wygj7o -1-4-0 7-6-0 1-4-0 7-6-0 Scale=1:20.0 3 5.00 rW 9 N 8 2 '1 f 1 3x4= 4 7-6-0 7-6-0 Plate Offsets(X,Y)-- 12:0-0-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.14 4-7 >633 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.35 4-7 >252 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 2 Ala lila BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:26 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. i MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 3=201/Mechanical,2=389/0-5-8,4=89/Mechanical Max Horz 2=163(LC 12) Max Uplift 3=-112(LC 12),2=131(LC 12) Max Gray 3=201(LC 1),2=389(LC 1),4=133(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Enct.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 7-5-4 zone;C-C for members and forces&MWFRS for reactions shown;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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 3=112,2=131. 6)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. Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I / Design valid for use only with MITeW connectors.This design h based only upon pararr refers shown,and Is for an Individual building component.not �t 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 teas systems,seeANSI/IPI l Quality Gilleds,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 33610 Job ITruss Truss Type . Qty IPIy 7119812651 14096TO EJ49 IJack-Open I1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:36 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-K9v82JYdkktl UjvOC Iwl kumfxGNNS_mYW vdjdyygj7n 7-6-0 7-6-0 Scale=1:19.8 2 5.00112 rn 7 • M 3 3x4 1 7-6-0 7-6-0 - I I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.15 3-6 >579 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.37 3-6 >239 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 1 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:23 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=297/0-5-8,2=205/Mechanical,3=93/Mechanical Max Horz 1=127(LC 12) Max Uplift 1=-51(LC 12),2=-116(LC 12) Max Gray 1=297(LC 1),2=205(LC 1),3=134(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft L=24tt;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-5-4 zone;C-C for members and forces&MWFRS for reactions shown;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 20.0psf 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. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 2=116. 6)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. � 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITekS connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the appilcabtity 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/TPN Quality Criteria,DSB-89 and SCSI BuNdng Component 6904 Parke East Blvd. Safety Information available from Truss Plate InstiMe.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type • s Oty Ply 111981266 14096T0 EJ50 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:37 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-oLTW FfZFV2?c5tUDm?R_G5JgOgizBR?ilZNG9Pygj7m 2-4-0 7-6-0 2-4-0 5-2-0 Scale=1:21.2 3 ' 5.00 ,2 It 6 3x4 II 4x6= `' m 1 r%t c. 1 I ADEQUATE SUPPORT 4 REQUIRED. 3x6 2-4-0 7-6-0 2-4-0 5-2-0 Plate Offsets(X,Y)— 12:0-3-0,Edge1,15:0-3-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.13 4-5 >687 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.38 4-5 >233 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS I Weight:24 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 ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=292/Mechanical,3=205/Mechanical,4=86/Mechanical Max Horz 5=87(LC 12) Max Uplift 5=-61(LC 9),3=-118(LC 12) Max Gray 5=292(LC 1),3=205(LC 1),4=138(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=2511;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-4-0,Interior(1)2-4-0 to 7-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 3=118. 7)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. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MllekD connectors.this design Is based only upon parameters shown.and is for an individual budding component,not a truss system.Before use,the building designer must verity the applicabtlty of design parameters and properly incorporate this design into the overall building design. Wachg indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' a always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/IPI l Quality Criteria,DS11-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute.218 N.Lee Street.Sutte 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type . • Qty Ply T11981267 14096T0 F01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:39 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-kkbHgLaV 1 fGJLBebtQTSLW OK?UX3fLy?DtsN DHygj7k 0x8 o•Ka Scale=1:32.5 3x4= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 • a o s o 0 0 • _ 1 • • o e s • 'iriiim a 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4= 3x4= 3x6 FP= 3x4= 1-6.12i 2-10-12 4-2-12 5-6-12 16-10-12 1 8-2-12 1 9-6-12 110.10-12 I 12-2-12 I 13-6-12 114-10-12 I 16-2-12 I 17-6-12 118-10-12 19-6- 81 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 b-7-1 Plate Offsets(X,Y)-- 133:0-1-8,Edge) _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeff Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 33 n/a rl/a BCDL 5.0 Code FBC2014JTPI2007 I Matrix-S Weight:89 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:33-34. REACTIONS. All bearings 19-6-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)34,33,32,31,30,29,27,26,25,24,23,22,21,20,19 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7073 rev.10N3/2015 BEFORE USE. NMI Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is for an Indwidual building cot nponenl.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 k 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 busses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Stile 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • i Qty Ply T11981268 14096T0 F02 Floor 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:40 2017 Page 1 I D:fzVrkN7FIt3RR7yNytuu7zrYxY-Cw9fthb7ozOAyLDoR8?hukxN?th4OeN8RXbxmjygj7j 0-1-8 H 1-3-0 I I 1-3-8 I 0-�1 8 Scgib=1:33.0 4x6= 4x6= 4x6= 1.5x3= 4x6= 1.5x3 II 1.5x3 I I 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 23 ' N. / X / X / N zr x / x ,,,,,,-N. joor-i. 24 Y Y i - - a .' e ae - 21 20 19 18 17 16 15 14 13 4x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 13-0-8 15-6-8 18-0-8 19-6-8 1-6-0 I 2-6-0 I 2-6-0 I 6-6-8 I 2-6-0 i 2-6-0 i 1-6-0 Plate Offsets(X,Y)-- (1:Edge,0-1-8),111:0-1-8,Edge),116:0-1-8,Edgel,117:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL in (lac) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.32 16-17 >716 360 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.50 16-17 >459 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.09 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:101 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=1055/0-5-8,12=1055/0-3-0 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-1050/0,11-12=-1050/0,1-2=-1080/0,2-3=-2697/0,3-4=-3712/0,4-5=-4208/0, 5-6=-4208/0,6-7=-4208/0,7-8=-3712/0,8-10=-2697/0,10-11=-1080/0 BOT CHORD 20-21=0/2036,19-20=0/3332,17-19=0/4064,16-17=0/4208,15-16=0/4064,14-15=0/3332, 13-14=0/2036 WEBS 11-13=0/1394,1-21-0/1394,10-13=-1330/0,2-21=-1330/0,10-14=0/919,2-20=0/919, 8-14=-884/0,3-20=-884/0,8-15=0/528,3-19=0/528,7-15=-490/0,4-19=-490/0, 7-16=-174/524,4-17=-174/524 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. _ l V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Al-7473 rev.101032015 BEFORE USE. tut Design valid for use only with MITeke connectors.this design is based only upon parameters shown,and Is for an Individual buwNdkng 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 fabricatlon.storage,delivery,erection and tracing of trusses and truss systems.seeANS1/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Soley Information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 'Job Truss Truss Type c Qty Ply T11981269 14096T0 F03 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:41 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-h6j 151 cIZHW 1 aVo_?rW wRxTYxH2w75UHgBLU IAygj7i 0-1-8 H I 1-3-0 I i 1-0-8 Scale:3/8'=1' 4x6= 3x6= i.5x3= 3x6= 1.5x3 II 1.5x3 II 3x6 FP= 4x6= 1 2 3 4 5 6 7 8 9 10 11 All 141 0„..... : : 'T" 17 16 15 14 13 12 4x6= 3x6= 3x12 Mi8SHS FP= 4x6= I 1-6-0 I 4-0-0 I 6-6-0 i 12-9-8 I 15-3-8 I 17-9-8 { 19-3-8 I 1-6-0 2-6-0 2-6-0 6-3-8 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y) [1:Edge,0-1-81,[14:0-1-8,Edge),(16:0-1-8,Edgel,[17:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.31 16-17 >743 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.48 16-17 >476 240 M18SHS 244/190 BCLL 0.0 Rep Stress!nor YES WB 0.67 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:101 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(fiat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=1041/0-5-8,12=1047/Mechanical FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1036/0,11-12=-1041/0,1-2=-1065/0,2-3=-2653/0,3-4=-3640/0,4-5=-4103/0, 5-6=-4103/0,6-7=-4103/0,7-8=-364010,8-10=-2654/0,10-11=-1063/0 BOT CHORD 20-21=0/2006,19-20=0/3274,17-19=0/3978,16-17=0/4103,15-16 /3979,14-15=0/3274, 13-14=0/2008 WEBS 11-13=0/1415,1-21=0/1374,10-13=-1315/0,2-21=-1310/0,10-14=0/898,2-20=0/900, 8-14=-862/0,3-20=-864/0,8-15=0/509,3-19-0/508,7-15=-472/0,4-19=-471/0, 7-16=-182/481,4-17=-182/481 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 6 MINIM N a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with MITek®connectors.This design Is Lased only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design info the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ' ek' is always required tor 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,seeANSI/1'P11 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 33610 _. i IJob Truss Truss Type 4 , Qty Ply 711981270 1409670 F04 Floor 4 1 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:42 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-9JGPIMdOKaeuCeNAYZ19z9011hOPsczRvr41 gcygj7h 0-1-8 H I- 1-3-0 1 I 1-11-8 I Scale'= 1:21.3 1.5x3= 1.5x3= 1 2 3 4 5 6 • • • ' • • -X-i • 5 16 ; _4:\...,/0" x _ _ N. _ 13 12 11 10 9 8 4 1.5x3 II 1.5x3 II 1-6-0I 4-0-0 I 8-8-8 11-2-8 I 12-8-8 1-6-0 2-6-0 4-8-8 2-6-0 1-6-0 Plate Offsets(X,Y)-- [3:0-1-8,Edgel,[4:0-1-8,Edge],[6:0-1-8,Edge],[8:0-1-12,Edge],[13:0-1-12,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/detl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.09 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.13 11-12 >999 240 BCLL 0.0 Rep Stress!nor YES WB 0.40 Horz(rL) 0.03 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SI Weight:66 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=679/0-5-8,7=679/0-3-0 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-675/0,6-7=-675/0,1-2=-656/0,2-3=-1490/0,3-4=-1745/0,4-5=-1490/0,5-6=-656/0 BOT CHORD 12-13=0/1226,11-12=0/1745,10-11=0/1745,9-10=0/1745,8-9=0/1226 WEBS 6-8=0/845,1-13=0/845,5-8=-792/0,2-13=-792/0,5-9=0/387,2-12=0/387,4-9=-457/0,3-12=-457/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE A®-7473 rev.lOD3,201S BEFORE USE. Ild Design valid for use only with MITekT.%connectors.this design is t.used only upon parameters shown.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,seeANSl/IP11 Quality Catena,DSB-89 and BCSI Budding Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type , Qty Ply 711981271 14096T0 F05 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:43 2017 Page 1 ID:fzVrkTV7Flt3RR7yNytuu7zrYxY-dVgnW ie05umlgoxN6GYOW MZ?_5u?b9xa7VgbM2ygj7g 08 or:143 Scale=1:14.7 1 3x4= 2 3 4 5 6 73x4 II 15 '— i . o R • o •.i i i� .•i i...•.•i..i .i.•.•i..i..iii.•.•.'i..'••i.�iv...'.•i.•i•.'.'.•.•.•.•.•.• .•.•:•. 14 13 12 11 10 9 8 3x4= 3x4= 3x4= 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 7-11-8 ' 1-6-12 I 1-4-0 1-4-0 I 1-4-0 + 1-4-0 1-0-12 Plate Offsets(X,Y)-- [13:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BC LL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-P Weight:40 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 7-11-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 7-11-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. l A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with MilekS connectors.This design Is t rose..1 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 MiTek" B always required for stability and to prevent collapse with possble personal Inpay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria.DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avaTable from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • , Qty Ply 111981272 14096T0 F06 Floor 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:44 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-5hOAj2eesCucRyW Zgz3d2a55iV3LKXykM9Z8VVygj7f 0-1-8 H 1-3-0 1-8-0 i 1 0-7-8 ?-3-Q Scale=1:1 .7 3x6= 1.5x3= 4x6= 1 2 3 4 5 6 a a a a • • • .i -/IN_ t- 5 • Nig Aalkihk:arrAir'° 9 13 12 11 10 9 8 I 1.5x3 II 10x3 II 4x6= 3x6= I 11-11-0 l 11-11-0 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edge],[6:0-1-8,Edge] I - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.08 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.11 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S i Weight:65 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 14=632/0-5-8,7=638/0-5-8 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-627/0,6-7=-639/0,1-2=-604/0,2-3=-1338/0,3-4=-1518/0,4-5=-1222/0,5-6=-392/0 BOT CHORD 12-13-0/1128,11-12=0/1518,10-11=0/1518,9-10=0/1518,8-9=0/934 WEBS 1-13=0/777,2-13=-729/0,2-12=0/317,3-12=-357/0,6-8=0/674,5-8=-757/0,5-9=0/401,4-9=-462/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3°)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. m Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.idDY1015 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 verily the applicability of design parameters and properly incorporate fhb 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 Mt!k Is always required for stability and to prevent cottager with possbie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Huss systems.seeANSI/1911 Quality Oneida,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available Born Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 1 IJob Truss Truss Type 4 Qty Ply TI1981273 1409610 F07 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:45 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-ZuyYxOfGdVOT3651 EhasbneGCuRQ3z8tbpJiRxygj7e 0-3-0 1-3-0 II--H I 1-5-0 I Or $tale=1:16.3 4x6 II 3x4= 3x4= 1 2 33x6= 4 5 3x4= 6 •:\ • I III • ' 14 = • 1.5x3= 4 NN , r • • — 13 12 11 10 9 8 � ' 1.5x3= 3x4= 3x4= 1.5x3 II 1.5x3 II 3x4= ' 3x4= 10381 3-0-8 I 4-4-8 i 5-1-4 I 7-2-8 I 8-8-8 I 0-3-8 2-9-0 1-4-0 0-8-12 2-1-4 1-6-0 Plate Offsets(X,Y)-- 12:0-3-0,Edgel,14:0-1-8,Edge),[5:0-1-8,Edge1,16:0-1-8,Edge),112:0-1-8,Edge] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdeff lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.06 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.08 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) -0.01 7 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:49 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=466/0-3-8,1=469/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=454/0,2-3=-600/0,3-4=-738/0,4-5=-813/0,5-6=406/0 BOT CHORD 11-12=0/604,10-11=0/813,9-10=0/813,8-9=0/813 WEBS 3-12=499/0,2-12=0/786,6-8=0/520,5-8=-554/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to beating plate at joint(s)1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1003/2016 BEFORE USE Design valid for use only with Milek®O connectors.This design Is based only upon paranro lets shown,and Is for an Individual building component,not mit a truss system.Before use,the building designer must verity the applicability of design rxxameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Indlvktual truss web and/or chord members only. Additional temporary and permanent tracing M]Tek Is always required for stability and to prevent collapse with poable personal hurry and property damage. For general guidance regarding the fabrk atlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria.D5B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnalton available from Truss Plate Insittute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 4 Qty Ply T11981274 14096T0 F08 Floor 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:47 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-VG41 L4hW 97GBIQF8L6dKgCjbgi6bXtoA2600Vpygj7c 0-3-0 1-3-0IH I 1-5-0 I 0-9-8 I Scale=1:27.5 Special 4x6= 4x6 II 3x6= 3x6 FP= 3x6= 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 I • • r / I./ X .1 24 0 2 1 A N / _N /—X _ II 23 22 21 20 19 18 16 15 14 13 12 1.5x3= 1.5x3 II 1.5x3 II 1.5x3 II 9-31 3-0-8 4-4-8 I 5-1-4 I 7-2-8 I 8-6-12 8-7-0 9-11-8 I 14-9-0 I 16-3-0 0-3 8 2-9 0 1-4-0 0-8-12 2-1 4 1-a 4 ab 4 1-4-8 a-9 8 1-6-0 Plate Offsets(X,Y)– [2:0-3-0,Edge),14:0-1-8,Edge),15:0-1-8,Edge),[8:0-1-8,Edge),/11:0-1-8,Edge),[14:0-1-8,Edge),[22:0-1-8,Edge) LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.06 20-21 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.08 20-21 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) -0.01 17 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:90 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:17-18,16-17. REACTIONS. (lb/size) 12=1419/Mechanical,1=443/0-2-8,17=949/0-3-8 Max Gray 12=1447(LC 7),1=457(LC 3),17=949(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 11-12=-1444/0,2-3=-584/0,3-4=-711/0,4-5=-763/0,5-7=-344/0,7-8=-354/0, 8-9=-659/0,9-10=-659/0,10-11=-390/0 BOT CHORD 21-22=0/588,20-21-0/763,19-20=0/763,18-19=0/763,17-18=-276/30,16-17=-276/30, 15-16-0/659,14-15=0/659,13-14=0/668 WEBS 3-22=-489/0,2-22=0/766,7-17=-904/0,7-18=0/518,5-18=-588/0,11-13=0/428, 7-16=0/489,10-13=-387/0,8-16=-501/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 5)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-2=-100,2-11=-100 Concentrated Loads(Ib) Vert:11=-1048 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-2=-100,2-11=-100 Concentrated Loads(Ib) Vert:11=-1048 3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Continued on naae2 Ai WARNING-Verity ASTER parameters and READ NOTES ON THIS AND INCLUDED TEK REFERANCE PAGE 515.7473 rw.10/032015 BEFORE USE. Design valid for use only with Mltekti connectors.this design is based only upon parameters shown,and Is for cn Individual building component,not i a truss system.Before use,the building designer must verify the applicabilityof design parameters and properly Incorporate This design into the overalll building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M[Tek. 'll k always required fa stability and to prevent collapse with possible personal Inlury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/1PI I Quality Criteria,DSB-59 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T11981274 14096T0 F08 Floor 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:47 2017 Page 2 I D:fzVrkTV7FIt3R R7yNytuu7zrYxY-VG41 L4h W 97GBIQF8L6dKgCjbgi6bXtoA2600Vpygj7c LOAD CASE(S) Standard Uniform Loads(pif) Vert:12-23=-10,1-2=-100,2-7=-100,7-11=-20 Concentrated Loads(Ib) Vert:11=-1048 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:12-23=-10,1-2=-20,2-7=-20,7-11=-100 Concentrated Loads(Ib) Vert:11=-1048 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) Vert:12-23=-10,1-2=-100,2-7=-100,7-11=-20 Concentrated Loads(Ib) Veil:11=-1048 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:12-23=-10,1-2=-20,2-7=-20,7-11=-100 Concentrated Loads(Ib) Vert:11=-1048 7) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:12-23=-10,1-2=-20,2-5=-100,5-7=-20,7-11=-100 Concentrated Loads(Ib) Vert:11=-1048 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:12-23=-10,1-2=-20,2-4=-20,4-11=-100 Concentrated Loads(Ib) Vert:11=-1048 9)3rd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:12-23=-10,1-2=-20,2-9=-100,9-11=-20 Concentrated Loads(Ib) Vert:11=-1048 10)4th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:12-23=-10,1-2=-20,2-7=-100,7-8=-20,8-11=-100 Concentrated Loads(lb) Vert:11=-1048 11)5th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:12-23=-10,1-2=-20,2-5=-100,5-7=-20,7-11=-100 Concentrated Loads(Ib) Vert:11=-1048 12)6th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:12-23=-10,1-2=-20,2-4=-20,4-11=-100 Concentrated Loads(lb) Vert:11=-1048 13)7th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Veil:12-23=-10,1-2=-20,2-9=-100,9-11=-20 Concentrated Loads(Ib) Vert:11=-1048 14)8th chase Dead:Lumberincrease=1.00,Platelncrease=1.00 Uniform Loads(pif) Vert:12-23=-10,1-2=-20,2-7=-100,7-8=-20,8-11=-100 Concentrated Loads(Ib) Vert:11=-1048 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekm connectors.this design Is based only upon parameters shown,and is for an individual building component,not a truss system.Bet re 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 Mi%ek' is always required for stability and to prevent collapse with possible personal Inlu ry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information avdlab ie from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss Truss Type . Qty Ply T11981275 11409610 F09 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:48 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-zTegZQh8VQ02WZgKvp8ZDQGsd6cAGPAJHmXM2Gygj7b 0043 Scale=1:14.9 1 3x6= 2 3 4 5 6 73x4 II ` • 0 . \ l' — e I 14 13 12 11 10 9 8 3x4= 3x4= 3x4 I I 1-6-12 2-10-12i 4-2-12 i 5-6-12 I 6-10-12 I 8-0-8 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-1-12 Plate Offsets(X,Y)-- (13:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 8 n/a n/a I BCDL 5.0 Code FBC2014/TP12007 Matrix-P Weight:41 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 8-0-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 8-0-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. • t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with MITek®connectors.lids design Is based only upon parameters shown,and Is lot at r Individual budding 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 M iTe k 5 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,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component i 6904 Parke East Blvd. Safely information avcilable from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type - ,, Qty Ply T11981276 14096T0 F10 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:49 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-SfC3mmingkW VYjPW TXfoldpyLW uz?pcTW QHvaiygj7a 0-1-8 H I 1-3-0 I 0-11-0 01- Scale=1:14.6 1.5x3 II 1 2 3 4 5 1 e 12 O T / N15:= 10 9 8 7 1.5x3 II 1-6-0 6-5r0I 7-11-0 1-6-0 I 4-11-0 1-6-0 Plate Offsets(X,Y)— (2:0-1-8,Edgel,(5:0-1-8,Edgel,18:0-1-8,Edgel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.02 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL) -0.04 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES , WB 0.22 Horz(TL) 0.01 6 rile n/a BCDL 5.0 Code FBC2014/TPI2007 I Matrix-S Weight:45 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=415/0-5-8,6=415/0-5-0 FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-410/0,5-6=-411/0,1-2=-350/0,2-3=-659/0,3-4=-659/0,4-5=-354/0 BOT CHORD 9-10=0/659,8-9=0/659,7-8=0/649 WEBS 5-7=0/452,1-10=0/447,4-7=-410/0,2-10=-420/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-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 Ind sated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing Age Is always required for stability and to prevent collapse with possible personal key and property damage. For general guidance regarding the EastBlvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIRPI l Quality Cr terra,DSB46904 9 and SCSI Building Component Tampa,04 ParkeFE Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type „ Oty Ply T11981277 1409610 F11 Floor 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:50 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-wrl R_6j P R2em9t_j0 EA1 I rL7Zv6akAXck40S68ygj7Z 10-11-81 1-3-0 I 0-7-1I 2-0-0 IQ-7-8 0-H8 Scale=1:44.4 4x6= 4x6= 4x6= 3x6 FP= 3x6= 3x6= 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 O a b b t u �r b I t, R \,/ �N.,/ X/ N/_\/ 33 9 \/ail/ N / b P ig 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 4x6= 4x6= 3x12 M18SHS FP=1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 3x12 M18SHS FP= 4x6= 4x6= 26-5-8 II 26-5-8 Plate Offsets(X,Y)-- 11:Edge,0-1-81,17:0-1-8,Edgel,[8:0-1-8,Edge),114:0-1-8,Edge1,[32:Edge,0-1-81 LOADING (psf) SPACING- 1-4-0 CSI. DEFL- in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.59 23-24 >529 360 MT20 24.4/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.93 23-24 >338 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.13 15 n/a n/a BCDL 5.0 Code FBC2014/fPI2007 Matrix-S Weight:139 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 32=961/Mechanical,15=957/0-5-8 FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-32=-957/0,14-15=-953/0,1-2=-803/0,2-3=-2441/0,3-5=-3690/0,5-6=-4559/0, 6-7=-5081/0,7-8=-5177/0,8-9=-5109/0,9-10=-4636/0,10-12=-3811/0,12-13=-2608/0, 13-14=-1008/0 BOT CHORD 30-31=0/1715,29-30=0/3149,27-29=0/4214,26-27=0/4904,25-26=0/4904,24-25=0/5177, 23-24=0/5177,22-23=0/5177,21-22=0/4959,20-21=0/4959,18-20=0/4314, 17-18=0/3291,16-17=0/1907 WEBS 1-31=0/1202,2-31=-1270/0,2-30=0/1009,3-30=-985/0,3-29=0/753,5-29=-729/0, 5-27=0/478,6-27=-470/0,6-25=-14/418,7-25=-541/220,7-24=-239/284,14-16-0/1303, 13-16=-1251/0,13-17=0/975,12-17=-950/0,12-18=0/723,10-18=-699/0,10-20-0/449, 9-20=-439/0,9-22=-38/394,8-22=-502/258,8-23=-263/260 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MNNEK REFERANCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE I • Design valid tar use only with MiTek®connectors.This design is based only upon parameters shown-and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �t building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M[Te 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 puss systems,seeANSI/1P11 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avcilabie from Truss Plate institute,218 N.Lee Street.Suite 312-Alexandria.VA 22314. j Tampa.FL 33610 Job Truss Truss Type 4 , Qty Ply T11981278 14096T0 F12 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:52 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-sEtBPnIfzfuTPB758fCVNFRTtjo0C4wvCOVZB1 ygj7X 0-1-8 0-7-1 NI 1-3-0 1 �C � 14 41 0-1-8 Scale=1:45.4 4x6= 4x6= 1.5x3= 4x6= 3x6 FP= 3x6= 3x6= 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 251 e - e •- e Or. 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 4x6= 4x6= 3x12 M18SHS FP= 1.5x3 I I 1.5x3 I I 1.5x3 II 1.5x3 I I 3x12 M18SHS FP= 4x6= 4x6= 13-0-0 114-0-0115-0.01 26-9-0 1 13-0-0 1-0-0 1-0-0 11-9-0 Plate Offsets(X,Y)- F1:Edge,0-1-8],17:0-1-8,Edge],F8:0-1-8,Edge],[14:0-1-8,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL in (loc) I/deff Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.62 23-24 >513 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.97 23-24 >328 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.13 15 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:140 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, GOT CHORD 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 32=968/0-5-8,15=968/0-5-8 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-32=-964/0,14-15=-964/0,1-2=-1020/0,2-3=-264210,3-5=-3867/0,5-6=-4714/0, 6-7=-5212/0,7-8=-5294/0,8-9=-5227/0,9-10=-4714/0,10-12=-3867/0,12-13=-2642/0, 13-14=-1020/0 BOT CHORD 30-31=0/1930,29-30=0/3336,27-29=0/4381,26-27=0/5048,25-26=0/5048,24-25-0/5294, 23-24=0/5294,22-23=0/5294,21-22-0/5049,20-21=0/5049,18-20=0/4381, 17-18=0/3336,16-17=0/1930 WEBS 1-31=0/1318,2-31=-1266/0,2-30=0/990,3-30=-966/0,3-29=0/738,5-29=-715/0, 5-27=0/464,6-27=454/0,6-25=-28/409,7-25=-526/243,7-24=-255/276,14-16-0/1318, 13-16=-1266/0,13-17=0/990,12-17=-966/0,12-18=0/738,10-18=-715/0,10-20=0/464, 9-20=455/0,9-22=-38/436,8-23=-291/311,8-22=-542/272 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. I WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. III Design valid for use only with MITekE connectors.This design is based oily upon parameters shown,and is for an irxiividual 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.seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type . Oty Ply T11981279 14096T0 F13 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:53 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-KQRZc71HkzOKOLi I iM kkwTzg_71 Axdb2 R2 F7jTygj7 W 0-1-8 5x6= 3x6= 145Pr3 F 0-3-8 I 1 1-3-0 31 Special Scale=1:9.5 I i 1.5x3= 7 1.5x3 11 6 4 5x6= 3x4 11 0-5-4 0-8-0 2-2-0 0-5-4 10-2-12 I 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[2:0-0-12,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 1 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) 0.00 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-P Weight:18 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=-232/Mechanical,5=1350/0-3-8 Max Uplift 4=-290(LC 3) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4-0/288,1-2=0/349,2-3=0/349 WEBS 3-5=455/0,1-5=-942/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 290 lb uplift at joint 4. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-6=-10,1-3=-100 Concentrated Loads(Ib) Vert:1=-908 t t Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. ifs Design valid for use only with MITeke connectors.this design Is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possbie personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSU1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormatlon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply 711981260 14096T0 FG01 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:55 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-GpZK1 pnXGaH2GesgpnmC?u2wLwmrPP2LuMkDoMygj7U 3-0-10I 5-11-8 I 8-10-6 I 11-11-0 3-0-10 2-10-14 2-10-14 3-0-10 Scale=1:20.2 Special Special Special 2x4 II 4x5= 5x6= 1 4x6 Special 2 4x5=Special 3 Special 4 Special 5 . i ----"-------"------"---- ----'---"-------"-- 0 1 0 o 9 4 = 7 5x6= 10 5x6= 4x10 6 2x4 11 2x4 11 3-0-10I 5-11-8 1 8-10-6 - 11-11-0 3-0-10 2-10-14 2-10-14 3-0-10 Plate Offsets(X,Y)— [5:0-2-12,0-2-8),17:0-2-12,0-2-81,[9:0-2-12,0-2-81 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.11 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.27 8 >523 240 BCLL 0.0 * Rep Stress lncr NO WB 0.73 Horz(TL) 0.03 6 We. n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.07 8 >999 240 Weight:114 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,2-8,4-8,5-7:2x4 SP No.2 REACTIONS. (lb/size) 10=2434/0-5-8,6=2434/0-5-8 FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-2341/0,1-2=-5159/0,2-3=-6828/0,3-4=-6828/0,4-5=-5159/0,5-6=-2341/0 BOT CHORD 9-10=0/278,8-9=0/5159,7-8=0/5159,6-7=0/278 WEBS 1-9=0/5185,2-9=-1807/0,2-8=0/1773,3-8=-1151/0,4-8=0/1773,4-7=-1807/0, 5-7=0/5185 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: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=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-0-10,Interior(1)3-0-10 to 11-9-4 zone;C-C for members and forces&MWFRS for reactions shown;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 20.0psf 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)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 11-9-4 sufficient to connect truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-409,6-10=-10 MINIM hit a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITeke,connectors.This design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the billeting 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,seeANSI/IPI I Qualify 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 33610 Job Truss Truss Type , Qty Ply T11981281 14096TO FG02 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:56 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-k?7iE9oA1 uPvtoRsNVHRYSbBFKCf8gEV70TnKoyg]7T 3-4-12 6-9-8 I3-4-12 I 3-4-12 Scale=1:12.9 5x6= 1 5x6= 24I1 3 1 � THD46 TH046 THD46 8x10= 7 8 5 9 4 2x4 I) 2x4 ;I 3-4-12 6-9-8 II 3-4-12 I 3-4-12 Plate Offsets(X,Y)-- [1:0-3-0,0-1-12],[3:0-3-0,0-1-121 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.05 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 i BC 0.55 Vert(TL) -0.08 5 >970 240 I BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MP Weight:75 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 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=2134/0-3-8,4=1694/Mechanical FORCES. (lb)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-1199/0,1-2=3474/0,2-3=3474/0,3-4=-1199/0 WEBS 1-5=0/3622,2-5=-301/0,3-5=0/3622 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: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)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-11-4 from the left end to 4-11-4 to connect truss(es)to back face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,4-6=-10 Concentrated Loads(Ib) Vert:7=-1038(B)8=-1037(B)9=-1037(B) t I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.Ns design is based only upon parameters shown,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' 5 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,seeANSI/lPll Quality Cdteda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandrla,VA 22314. Tarrpa,FL 33610 Job Truss Truss Type . Qty Ply T11981282 14096T0 FT01 Half Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:57 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-DBh4SVo0oBXmVy03xC0h4J8EXkShtl UeLgDKsEygj7S 2-4-0 4-8-0 8-6-0 2-4-0 2-4-0 I 3-10-0 Scale:3/4'=1' 0.25 12 3x4= 4 5 2x4 I I 1 2 .(>1x5 4 9 ,f� 10 8 11 12 NAILED 2x4 II NAILED Special ��� 6 5x811 3x5 II 0-3-8. 2-4-0 I 4-3-0 1 4-8-0 I 8-6-0 I 0-3-8 2-0 8 1-11-0 0 5 0 3-10 0 Plate Offsets(X,Y)-- 11:0-0-1,0-2-01,13:0-1-4,0-1-4),13:0-2-8,0-0-61,14:0-1-4,0-1-41,19:0-0-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.16 7-8 >612 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) 0.22 6-7 >443 180 BCLL 0.0 * Rep Stress Incr NO WB 0.80 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS I Weight 33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-9:2x6 SP No.2 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=515/0-3-8,6=297/0-5-8 Max Horz 9=5(LC 4) Max Uplift 9=-230(LC 4),6=286(LC 23) Max Gray 9=515(LC 1),6=391(LC 36) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-274/134,1-2=-917/562,2-3=-913/561,4-5=-621/382,5-6=-329/159 BOT CHORD 8-9=-560/912,7-8=-560/912 WEBS 3-7=-301/125,5-7=-274/532 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 230 lb uplift at joint 9 and 286 lb uplift at joint 6. 7)*NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)300 lb up at 4-9-12,and 300 lb up at 6-9-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-100,4-5=-100,6-9=-10 Concentrated Loads(lb) Vert:7=133(B)10=-123(B)11=-62(B)12=133(B) Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with MITek®connectors.This design 6 based only upon parameters shown,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 ordy. 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,seeANSI/IPIT Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 l Job Truss Truss Type . Qty Ply T11981283 14096T0 FT02 Half Hip 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:58 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-hOESfrpQZVfd76bFUWJwdW gN18pbct?oaKyuOhygj7R 2-4.04-8-0 I 8-6-0 I 2-4-0 I 2-4-0 3-10-0 Scale:3/4"=1' 0.2512 3x4= '= 4 11 2x4 II 3 1 1 10 iI 1 I� L , 3x6=i . - 9 8 7 3x5= 2x4 I I 6 6x8 I I 2x4 I I 10-3-8 2-4-0 I 4-8-0 I ' 8-6-0 03-8 2-0-8 2-4-0 3-10-0 Plate Offsets(X,Y)-- [1:0-0-1,0-2-01,[3:0-1-7,0-2-4),[4:0-1-8,0-1-81,[7:0-2-4,0-1-81,[9:0-0-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.13 7 >773 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.20 7 >486 180 BCLL 0.0 * Rep Stress Incr NO WB 0.27 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC20141TPI2007 Matrix-MS Weight:34 lb FT=20°i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,4-7:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 9=44710-3-8,6=447/0-5-8 Max Horz 9=5(LC 8) Max Uplift 9=-152(LC 8),6=-153(LC 8) Max Gray 9=469(LC 17),6=447(LC 1) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-288/126,1-2=-969/337,2-3=-966/339,4-5=-658/233,5-6=-354/168 BOT CHORD 8-9=-341/964,7-8=-341/964 WEBS 3-7=-269/126,5-7=203/570 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vubt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 8-4-4 zone;C-C for members and forces&MWFRS for reactions shown;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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 152 lb uplift at joint 9 and 153 lb uplift at joint 6. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,4-5=-100,6-9=-10 t i pill Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design B 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 biding 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 East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI11P11 Quality 6904 Parke Criteria,DSB-89 and SCSI Building Component 6904 P.FEast 0 Safety information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type „ I Qty Ply T11981284 14096T0 FT03 Jack-Closed 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:02:59 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-9aortAg2KpnUkGAR2dg99kDICYMYLOSxp_i Rx7ygj7Q 1-0-0 1-0-0 1 2x4 I I 0.25 12 Scale=1:7.9 2 3 dr4 Ir I 6 4 2x4 II 2x4 I I 5 0-3-8 1-0-0 0-3-8 0-8-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Weft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.02 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MR Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=58/0-3-8,4=37/Mechanical Max Horz 6=1(LC 8) Max Uplift 6=-15(LC 8),4=-15(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 6 and 15 lb uplift at joint 4. _ r WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MITekJ connectors.This 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 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,seeANSI/1P11 Quality Criteria,DS8-59 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 33610 Job Truss Truss Type Qty Ply T11981285 14096TO FT04 Flat 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 510:03:01 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-5zwbIsrlsQ1 C_ZJgA2tdF9I4NL2jplyEGI BY?Oygj7O 2-2-0 2-2-0 Special 2x4 I 2x4 II Scale=1:7.8 1 2 I 1 )( ' S 4 NAILED 3 3x4 II 2x4 II I 0-5-4 2-2-0 0-5-4 1-8-12 Plate Offsets(X,Y)-- [4:0-2-0,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (Loc) Vdefl Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ` Rep Stress Inch NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2014/1PI2007 Matrix-MR Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-3:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=1057/0-3-8,3=147/Mechanical Max Uplift 3=-43(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1034/112 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi�.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 3. 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34, 35,36 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)'NAILED'indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)908 lb down and 46 lb up at 0-2-12 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=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-140,3-4=-10 Concentrated Loads(Ib) Vert 1=-908 5=-28(F) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-110,3-4=-10 r Continued on oaae 2 MEMO WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 kxdividual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incoiporate 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,seeANSI/IP11 Quality Criteria,0S8-89 and SCSI Building Component 6904 Parke East Blvd. ,I Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11981285 14096T0 FT04 Flat 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:01 2017 Page 2 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-5zwblsrlsQl C_ZJgA2tdF914NL2jpIyEGIBY?Oygj7O LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-776 5=-22(F) 3) Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-20,3-4=-30 Concentrated Loads(Ib) Vert:1=-468 5=-4(F) 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=73,3-4=-6 Concentrated Loads(Ib) Vert:1=46 5=21(F) 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=73,3-4=-6 Concentrated Loads(Ib) Vert:1=46 5=21(F) 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-40,3-4=-10 Concentrated Loads(Ib) Vert:1=-468 5=22(F) 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-40,3-4=-10 Concentrated Loads(lb) Vert:1=-468 5=22(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=44,3-4=-6 Concentrated Loads(Ib) Vert:1=-82 5=21(F) 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=44,3-4=-6 Concentrated Loads(Ib) Vert:1=-82 5=21(F) 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,3-4=-10 Concentrated Loads(Ib) Vert:1=-413 5=22(F) 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,3-4=-10 Concentrated Loads(Ib) Vert:1=-413 5=22(F) 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=31,3-4=-6 Concentrated Loads(Ib) Vert:1=-138 5=21(F) 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,3-4=-6 Concentrated Loads(Ib) Vert:1=-203 5=21(F) 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,3-4=-10 Concentrated Loads(Ib) Vert:1=-413 5=22(F) 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-21,3-4=-10 Concentrated Loads(Ib) Vert:1=-413 5=22(F) 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-2=-20,3-4=-10 Concentrated Loads(Ib) Vert:1=-380 5=-4(F) 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-111,3-4=-10 Continued on oaae 3 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek/connectors.ibis design is based only upon parameters shown,and is for art individual building component,not a truss system.Before use,the building designer must verify the applicability or 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,seeANSI/IPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type . , Qty Ply T11981285 14096T0 FT04 Flat 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:01 2017 Page 3 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-5zwblsrlsQl C_ZJgA2tdF914NL2jpIyEGIBY?Oygj7O LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-800 5=17(F) 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-111,3-4=-10 Concentrated Loads(lb) Vert:1=-800 5=17(F) 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-111,3-4=-10 Concentrated Loads(Ib) Vert:1=-800 5=17(F) 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-111,3-4=-10 Concentrated Loads(lb) Vert:1=-800 5=17(F) 21)Reversal:Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=73,3-4=-6 Concentrated Loads(ib) Vert:1=46 5=-7(F) 22)Reversal:Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=73,3-4=-6 Concentrated Loads(lb) Vert:1=46 5=-7(F) 23)Reversal:Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-40,3-4=-10 Concentrated Loads(Ib) Vert:1=-468 5=-3(F) 24)Reversal:Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-40,3-4=-10 Concentrated Loads(Ib) Vert:1=-468 5=-3(F) 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=44,3-4=-6 Concentrated Loads(Ib) Vert:1=-82 5=-7(F) 26)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=44,3-4=-6 Concentrated Loads(lb) Vert:1.82 5=-7(F) 27)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,3-4=-10 Concentrated Loads(Ib) Vert:1=-413 5.3(F) 28)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,3-4=-10 Concentrated Loads(Ib) Vert:1=-413 5=-3(F) 29)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-2=31,3-4=-6 Concentrated Loads(Ib) Veil:1=-138 5=-7(F) 30)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-2=16,3-4=-6 Concentrated Loads(Ib) Vert:1=-203 5=-7(F) 31)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,3-4=-10 Concentrated Loads(Ib) Vert:1=413 5=-3(F) 32)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,3-4=-10 ;.nntinired nn nano 4 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek/connectors.this design is based only upon parameters shown,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 Mile k Is always required for stability and to prevent collapse with possible personal knlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUIPII Quality Crlfefia,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdldble from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11981285 14096T0 FT04 Flat 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:01 2017 Page 4 I D:fzVrkTV7Flt3RR7yNytuu7zrYxY-5zwblsrlsQ 1 C_ZJgA2tdF914NL2jplyEGl BY?Oygj70 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-413 5=-3(F) 33) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-111,3-4=-10 Concentrated Loads(Ib) Vert:1=-800 5=-17(F) 34)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-111,3-4=-10 Concentrated Loads(Ib) Vert:1=-8005=17(F) 35)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-111,3-4=-10 Concentrated Loads(Ib) Vert:1=-800 5=-17(F) 36)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-111,3-4=-10 Concentrated Loads(Ib) Vert:1=-800 5=-17(F) MMIM 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Nut 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 appilcablllty 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 g of trusses and truss systems.seeANSI/TPI1 Quality Cdferla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdiabie from Truss Plate institute,218 N.Lee Street,Suite 312.Aiexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . , Qty Ply T11981286 14096T0 FT05 Flat 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:02 2017 Page 1 I D:fzV rkTV7FIt3R R7yNytuu7zrYxY-Z9 UzVCswck93bjuOjlOsnMrGkI NCYI BNVyw5XSygj7N 2-2-0 2-2-0 1 2x4 II 2 2x4 iI Scale:1.5'=1' I III 4 3 2x4 II 2x4 II 0-5-4 2-2-0 i 0-5-4 1-8-12 I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.00 4 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MR Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-3:2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer j Installation guide. REACTIONS. (lb/size) 4=99/0-3-8,3=99/Mechanical Max Uplift 4=-59(LC 8),3=-59(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch left exposed;C-C for members and forces& MWFRS for reactions shown;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 59 lb uplift at joint 4 and 59 lb uplift at joint 3. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. I l tutDesign valid for use only with Mi1ek i:connectors,this design Is based only upon parameters shown-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 ordy. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possbie personal Inlay and property damage. For general guidance regarding the fabrication,storage.delivery-erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ° Qty Ply T11981287 14096T0 GEB01 FLOOR 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:03 2017 Page 1 ID:py8sLaxEQ_mhi8R7EQMVRpz1 NZI-1 L2LiYtZN 1 HvDtTDHTv5KaOGL9WoH_KXkcgf4uygj7M I 3-6-0 3-71-3 6-10-4 71019 10-2-8 1q-6r0 134-7 1316)12 16-9-13 1611-0 20 5-0 I 3-6-0 0- -3 3-3-1 0-2-5 3-1-15 3- 2-10-7 0-2-5 3-3-1 0-4I-3 3-6-0 Scale=1:34.7 4x6= 4x5= 4x5= 8x14 M18SHS= 4x5= 4x5= 4x6= 1 2 3 4 5 6 7 iI ° i I°I i 1 HI I I xC 1 °1 T J 13 12 1115 10 9 2x4= 4x6= 4x5= 7x14 MT2OHS= 4x5= 4x6= 2x4= I 3-6-0 3- -3 6-10-4 71019 10-2-8 11.6rO 13-4-7 7316112 16-9 13 16-11-0 20 5-0 I 3-6-0 0-T-3 3-3-1 0-2-5 3-1-15 0-3-8 2-10-7 0.215 3-3-1 0- -3 3-6-0 Plate Offsets(X,Y)-- [1:0-3-8,0-2-0),17:0-3-8,0-2-01,[9:0-2-8,0-2-01,[13:0-2-8,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 54.0 Plate Grip DOL 1.60 TC 0.71 Vert(LL) 0.31 10-11 >778 360 MT20 244/190 TCDL 5.0 Lumber DOL 1.60 BC 0.84 Vert(TL) -0.77 11 >315 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.11 8 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 2-4-12 oc bracing. 1-13,2-12,3-11,5-11,6-10,7-9:2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1805/0-3-8,8=1809/0-3-8 Max Uplift 14=-1809(LC 3),8=-1805(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-1762/1612,1-2=-3389/3399,2-3=-5838/5851,3-4=-7298/7340,4-5=-7372/7340, 5-6=-5855/5837,6-7=-3399/3389,7-8.1766/1607 BOT CHORD 12-13=-3399/3389,11-12=-5851/5838,10-11=-5837/5855,9-10=-3389/3399 WEBS 2-13=-1555/1163,3-12=-1107/760,4-11.1404/4,5-10=-1110/750,6-9=-1560/1160, 1-13=-3670/3660,2-12=-2711/2708,3-11=-1650/1618,5-11=-1659/1674, 6-10=-2706/2716,7-9=-3659/3670 NOTES- 1)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. 2)All plates are MT20 plates unless otherwise indicated. 3)Bearing at joint(s)14,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1809 lb uplift at joint 14 and 1805 lb uplift at joint 8. 5)Load case(s)1,2,3 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 16-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb down at 10-2-8 on top chord,and 1038 lb up at 10-6-0,and 1038 lb up at 10-2-8 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) 1)Dead+Floor Live(balanced):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-14=-10,1-7=-118 Continued on oaoe 2 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7-7473 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 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 Inlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312•Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Oty Ply TI1981287 14096T0 GEB01 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 510:03:03 2017 Page 2 ID:py8sLaxEQ_mhi8R7EQMVRpz1 NZI-1 L2LiYtZZN1 HvDtTDHTv5KaOGL9WoH_KXkcgf4uygj7M LOAD CASE(S) Concentrated Loads(Ib) Vert:4=-1038(F) 2)Dead:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:8-14=-10,1-7=-118 Concentrated Loads(Ib) Vert:15=1038(F) 3)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:8-14=118(F),1-7=10(F) Concentrated Loads(lb) Vert:11=1038(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AM-7473 rat,.10V9/2015 BEFORE USE. Design valid tot use only with MiTekL)connectors.this design Is based only upon parameters shown,and Is for an IndMdual buNding 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. [Tracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k Is always required for stability and to prevent collapse wtth possible personal iniuxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I 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 33610 Job Truss Truss Type , , Qty Ply T11981288 14096T0 HJO7 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:04 2017 Page 1 I D:fzVrkTV7FIt3R R 7yNytuu7zrYxY-VYckwuuB8LPmr12 PrAQKsnwQiZgyOVMgyGPCcKygj7L -1-10-10 3-5-0 9-10-1 1-10-10 i 3-5-0 I 6-5-1 Scale=1:26.7 NAILED 2.12 12 l NAILED 4 • m NAILED 12 i' I� _ NAILED ci NAILED 3x5 17 I I NAILED 3 ' ' 3x4= 10111: lc II III I_ 2 ' 011 cv 1 Imin 0 e ma■II I $fid ..,III I �St � li 14 15 6 �. 13 3x5= NAILED 3x4= , NAILED 8 NAILED NAILED 9 3x5 �I 3x5= NAILED NAILED 3-5-0I 9-10-1 3-5-0 6-5-1 Plate Offsets(X,Y)-- [2:0-1-4,0-1-81,[3:0-1-8,0-1-81,[7:0-2-4,0-1-81,(8:0-2-0,0-1-81,[9:0-2-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.26 6-7 >450 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.31 6-7 >374 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(TL) -0.05 5 n/a n/a BCDL 10.0 Code FBC201411PI2007 Matrix-MS Weight:54 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*Except* except end verticals. 3-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=484/0-7-6,4=185/Mechanical,5=269/Mechanical Max Horz 9=169(LC 8) Max Uplift 9=-703(LC 4),4=127(LC 4),5=-251(LC 4) Max Gray 9=692(LC 30),4=185(LC 1),5=333(LC 28) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-616/603,2-3=-486/394 BOT CHORD 6-7=-625/665 WEBS 2-8=-451/569,3-6=-709/666 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);end vertical left 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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 703 lb uplift at joint 9,127 lb uplift at joint 4 and 251 lb uplift at joint 5. 6)"NAILED"indicates 3-10d(0.148'x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,8-9=-20,5-7=-20 Concentrated Loads(Ib) Vert:10=96(F=48,B=48)12=-59(F=-29,B=-29)14=-20(F=-10,B=-10)15=-62(F=-31,B=-31) t mi t 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0120f5 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon pararneters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek' building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi Tek 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.seeANSUTel I Giddily Criteria,DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type • . Qty I Ply T11901289 14096T0 HJ13 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:05 2017 Page 1 I D:fzV rkTV 7FIt3R R7yNytuu7zrYxY-_k967EvpvfXdSBdbPuxZP?Tj IyNtl5xq Bw918nygj7K -1-10-10 4-2-3 1-10-10 4-2-3 Scale:1"=1' 3 to 3.5412 Co m , or N 2 el 'i\\I 1 8 4 NAILED NAILED 3x4= I 4-2-3 I 4-2-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.03 4-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:16 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 3=93/Mechanical,2=307/0-7-6,4=44/Mechanical Max Horz 2=85(LC 24) Max Uplift 3=-40(LC 8),2=-158(LC 8) Max Gray 3=93(LC 1),2=307(LC 1),4=70(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 158 lb uplift at joint 2. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-5=-20 k t Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. INglir Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual buldirr a 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,seeANSI/IPI I 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 33610 Job II Truss Truss Type . Qty Ply T11981290 14096T0 HJ23 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:07 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-w7HsYww3RGnLiUn_WJ_1 U0Y33m34D?R6fEesDfygj7l -1-10-10 4-2-3 I II 1-10-10 4-2-3 Scale:1•=1' 3 li 3.54 12 to , N N 2 i .4 1 10 4 NAILED NAILED 2x4= 0-3-8 4-2-3 0-3-8 3-10-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.01 4-9 >999 240 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.02 4-9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MP Weight:16 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 3=82/Mechanical,4=32/Mechanical,2=331/0-4-15 Max Horz 2=85(LC 24) Max Uplift 3=-34(LC 8),4=-19(LC 5),2=-176(LC 8) Max Gray 3=82(LC 1),4=63(LC 3),2=331(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch 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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 34 lb uplift at joint 3,19 lb uplift at joint 4 and 176 lb uplift at joint 2. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-5=-20 is A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/13/2015 BEFORE USE. Design valid for use only with MITek4)connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the braiding 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 tnus web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IMI Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bed. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 I Job Truss Truss Type ., I Qty Ply TI1981291 14096T0 HJ24 1 Diagonal Hip Girder 1 1 f Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:08 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-OJrEmFXhCavCJeMA40VG1 d5AwALYyShGtuN Pl6ygj7H I -1-10-10 6-6-7 6-6-7 I 1-10-10 Scale:3/4"=1' 3 , NAILED UN NAILED 3.54 I12 10 11 0- 't c. 2 , a Ell ' �� 1 .ii11 12 4 AI NAILED NAILED NAILED NAILED 3x4= oa151 6-6-7 0-4-15 6-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.09 4-9 >825 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.16 4-9 >496 180 BCLL 0.0 * Rep Stress Incr NO ! WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:23 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. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=150/Mechanical,4=71/Mechanical,2=422/0-4-4 Max Horz 2=113(LC 24) Max Uplift 3=-80(LC 8),4=-53(LC 5),2=214(LC 8) Max Gray 3=150(LC 1),4=109(LC 3),2=422(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;porch lett 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 80 lb uplift at joint 3,53 lb uplift at joint 4 and 214 lb uplift at joint 2. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-5=-20 Concentrated Loads(Ib) Vert: 12=-10(F=-5,B=-5) 1 I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/032015 BEFORE USE. mit Design valid for use only with MiTek®connectors.this design 6 based only upon parameters shown,and Is for an Individual building cornrxment,not a truss system.Before use,the building designer must verify the applicability of design parameters and property k corporate 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.seeANSI/IPli Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Btvd. Safety Information avalable from truss Plate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type . 1 Qty Ply 1 T11981292 14096T0 HJ33 i Diagonal Hip Girder 4 1 I I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:09 2017 Page 1 I D:fzV rkTV 7FIt3RR7yNytuu7zrYxY-sV PczbyJzt13xoxMejOVZreNBaj EhvwP6Y7zHYygj7G -1-10-10 4-2-3 I II 1-10-10 4-2-3 Scale=1:14.3 3 1 I3.54 12O NAILED NAILED 6 3x4 I I n 2 r: T N 1 ..111111111, I , , a NAILED NAILED 5 3x4 II 4-2-3 4-2-3 LOADING (psf) SPACING- 2-0-0 CSI. j DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 3 n/a r/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:17 Ib 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 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=253/0-7-6,3=70/Mechanical,4=29/Mechanical Max Horz 5=86(LC 8) Max Uplift 5=-220(LC 8),3=-67(LC 8) Max Gray 5=262(LC 28),3=78(LC 28),4=65(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left 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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 220 lb uplift at joint 5 and 67 lb uplift at joint 3. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:6=91(F=45,B=45) pa A WARNING-Verify design parameter's and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekS connectors.this design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must 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 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,seeANSi/IPI I Quality Criteria,DSB-89 and BCSI Building Component ] 6904 Parke East Blvd. Safety Information avdtabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandrt a.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type . Oty Ply T11981293 14096T0 HJ47 Diagonal Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:11 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-ouXNOHzaVV I nA641182zeGjfbNJg9fFiarc4MOygj7E -1-10-10 4-2-0 9-10-1 1-10-10 l 4-2-0 5-8-1 Scale=1:22.3 4 y NAILED i'' Io . NAILED NAME/112 11I ' NAILED 2x4 z--- '4 O 10 0, 3 i o % L\ ' N imei i 2 / 1 I I 1 1 I,I 1 _� 12 13 14 6 NAILED NAILED NAILED 3x4= _ 5 3x8— NAILED NAILED NAILED I 9-10-1 I 9-10-1 Plate Offsets(X,Y)-- [2:0-0-4,0-0-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.23 6-9 >516 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.60 6-9 >196 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-13 oc purlins. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=177/Mechanical,2=562/0-7-6,5=306/Mechanical Max Horz 2=153(LC 24) Max Uplift 4=-111(LC 8),2=-200(LC 8),5=19(LC 8) Max Gray 4=177(LC 1),2=562(LC 1),5=314(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1009/274 BOT CHORD 2-6=-343/983 WEBS 3-6=-1004/351 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=S.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 111 lb uplift at joint 4,200 lb uplift at joint 2 and 19 lb uplift at joint 5. 6)'NAILED'indicates 3-10d(0.148'x31 or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert 1-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:11=-78(F=-39,B=-39)13=-10(F=-5,B=-5)14=-60(F=-30,13=-30) 6MUMI Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M1-7473 Nev.10/03/7015 BEFORE USE will Design valid for use only with MiTek®connectors,this design Is t,used,,ely upon parameters shown.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,seeANSI/IPI I Qualify Criteria,DS$-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Teas Plate Institute,218 N.Lee Street.Sutie 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type „ Qty Ply T11981294 14096T0 HJ48 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:12 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-H451bd_CGoQeoGfxJsZCBTGmbnb1 u4lroV Ldutygj7D -1-10-10 4-6-0 10-6-8 I 1-10-10 4-6-0 6-0-8 '11:20.9 NAILED d' NAILED 13 3542 NAILED ' ' NAILED 4x5 v: 12 3 a NAILED _ I NAILED 11 000000001111111111111111111I I 147 15 16 6 NAILED 2x4 11 NAILED 4x5= 3x4= NAILED 5 NAILED NAILED NAILED 4-6-0 10-6-8I i 4-6-0 I 6-0-8 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.09 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.27 6-7 >467 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.83 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:45 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-6 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 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=200/Mechanical,2=600/0-7-6,5=348/Mechanical Max Horz 2=162(LC 8) Max Uplift 4=-Il3(LC 8),2=207(LC 8),5=-39(LC 8) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1207/220 BOT CHORD 2-7=-311/1142,6-7=-311/1142 WEBS 3-7=0/307,3-6=-1174/319 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 113 lb uplift at joint 4,207 lb uplift at joint 2 and 39 lb uplift at joint 5. 6)NAILED"indicates 3-10d(0-148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert 1-4=-60,5-8=-20 Concentrated Loads(Ib) Vert:12=-4(F=-2,B=-2)13=-108(F=-54,B=-54)14=10(F=5,B=5)15=-20(F=-10,B=-10)16=-72(F=-36,B=-36) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MA-7473 rev,10103!2015 BEFORE USE. tilt 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 Mile k° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPit Quality Criteria,DSB-89 and SCSI Building Component Safety Information available horn Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty Ply TI1981295 14096T0 J01 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:13 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-IGe7pz?g16YVQPE8IZ5Rkho3kB6Cdjw?195AQJygj7C -1-4-0 0-10-15 1-4-0 0-10-15 3.00 FE Scale=1:17.7 2 3 2x4 II 1 1f 5 4 3x4 II 0-10-15 0-10-15 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.00 5 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=212/0-5-8,3=-59/Mechanical,4=-2/Mechanical Max Horz 5=109(LC 12) Max Uplift 5=158(LC 8),3=62(LC 19),4=-i17(LC 12) Max Gray 5=218(LC 19),3=44(LC 8),4=90(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;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 158 lb uplift at joint 5,62 lb uplift at joint 3 and 117 lb uplift at joint 4. � 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE A/-7473 rev.10/932016 BEFORE USE. Design valid for use only with MITek®connectors.Itis 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 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,seeANSI/IPI l Quality Criteria,DSS-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 33610 Job Truss Truss Type • , I Qty I Ply T11981296'I 14096T0 J03 Corner Jack 21 I 1 [Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:14 2017 Page 1 I D:fzVrkTV 7FIt3RR7yNytuu7zrYxY-DTCV0J0SoQgM2ZpKOHcgGuLF6bP5MAA8Gpgkzlygj7B -1-4-0 2-5-8 �101� 1-4-0 2-5-8 0-5-7 300 12 • Scale=1:20.0 3 4 I� 9 2x4 r1i I 2x4 I I 2 J i . I o m N OMNIS •II 9■ I x4= 2x4 II 8 2x4 l i 2-5-8 2-10-1 2-5-8 0-5-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 i Vert(TL) -0.00 7-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 I Horz(TL) -0.04 4 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-7:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. 1 REACTIONS. (lb/size) 8=224/0-5-8,4=54/Mechanical,5=28/Mechanical Max Horz 8=129(LC 12) Max Uplift 8=-113(LC 8),4=-11(LC 8),5=-94(LC 12) Max Gray 8=224(LC 1),4=54(LC 1),5=69(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 2-10-3 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;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 20.0psf 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. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 113 lb uplift at joint 8,11 lb uplift at joint 4 and 94 lb uplift at joint 5. 1 � . pm a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.10/03/201S BEFORE 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 bidding 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 MiMek' 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,seeANSUIPII Quality Criteria,DSB-89 and BCSI Betiding Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job ITruss - ITruss Type . . J Oty Ply T11981297 14096T0 J05 Corner Jack 2 1 I I i I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:15 2017 Page 1 I D:fzVrkTV7 FIt3RR7yNytuu7zrYxY-hfmuEf04ZjoDfjO W 7vp6t0 E_i25dPl UTaHVCygj7A -1-4-0 2-5-8 4-10-15 1-4-0 2-5-8 2-5-7 Scale=1:22.3 3.00 RI 4 , 3x4 11 I 3 10 2x4 'I 9 2 1 , . I cc • • ■ 4x5— ao IMIMIIMIKIIa 7 ►, 8 2x4 11 2x4 I I 2-5-8I 4-10-15 2-5-8 2-5-7 Plate Offsets(X,Y)-- 13:0-2-0,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.05 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 I Vert(TL) -0.06 5-6 >988 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 I Horz(TL) -0.08 4 rile n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS I Weight:24 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. 3-7:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=294/0-5-8,4=114/Mechanical,5=59/Mechanical Max Horz 8=149(LC 12) Max Uplift 8=-125(LC 8),4=-71(LC 12),5=-27(LC 12) Max Gray 8=294(LC 1),4=114(LC 1),5=75(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0pst;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 4-10-3 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;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 125 lb uplift at joint 8,71 lb uplift at joint 4 and 27 lb uplift at joint 5. 6)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. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Mitek©connectors.TNs 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 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,seeANSI/IP11 Quality Criteria,D58-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMomration avaliable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply 711981298 14096T0 J11 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:16 2017 Page 1 1 D:fzVrkTV7FIt3RR7yNytuu7zrYxY-9rKGR?t iJ t w3HtziYie8LJQdwO9Yg4fRj7Jr1 eygj79 -1-4-0 0-10-15 1-4-0 I 0-10-15 Scale=1:6.5 3 ii 5.00 12 2 ,', r i M 4 WI4 2x4= I 0-10-15 0-10-15 Plate Offsets(X,Y)-- (2:0-0-2,0-0-0) LOADING(psi) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 rn/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-6/Mechanical,2=184/0-5-8,4=-23/Mechanical Max Horz 2=51(LC 12) Max Uplift 3=-6(LC 1),2=144(LC 12),4=-23(LC 1) Max Gray 3=17(LC 12),2=184(LC 1),4=36(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi 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 6 lb uplift at joint 3,144 lb uplift at joint 2 and 23 lb uplift at joint 4. t. 1 tea. Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-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 art it 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' Tek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/W9l1 Guailly Criteria,DSS-89 and SCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type , Qty Ply T11981299 14096T0 J21 Corner Jack 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:18 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-5ES0sg3zreAnW B75f6gcRkVz0Cr0l_9kBRox6Wygj77 -1-4-0 0-10-15 1 1-4-0 l 0-10-15 Scale=1:6.5 3 I li 5.00 I 12 VA! i ,LMIMIN 0.m o 1 2 4 ',,''A" 2x4= 0-3-0 0-10-15 0-3-0 1 0-7-15 { Plate Offsets(X,Y)-- (2:0-0-2,0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/delI Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 � Vert(TL) 0.00 5 >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 FBC2014/TPI2007 Matrix-MP Weight:5lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 3=-6/Mechanical,4.-23/Mechanical,2=184/0-3-8 Max Horz 2=51(LC 12) Max Uplift 3=-6(LC 1),4=-23(LC 1),2=-144(LC 12) Max Gray 3=17(LC 12),4=36(LC 12),2=184(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=S-Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;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 6 lb uplift at joint 3,23 lb uplift at joint 4 and 144 lb uplift at joint 2. Ai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A45-7473rev.10/133/2015 BEFORE USE mil Design valid for use only with MITekh connectors.This design Is based only upon parameters shown,and is for an Individual budding component,not a truss system.Before use,the building designer must verify the applicabilty 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 Mile k is always required for stability and to prevent collapse with possible personal Inkgy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Criteria,DSB-89 and SCSI Budding Component 6904 Parke East Blvd. Safety IMormallon available horn Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty Ply T11981300 14096T0 IJ23 Corner Jack I 2 1 i I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:19 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-Z000303bcyle8KiHDgBrzy28AcA71 RPtPSYVezygj76 -1-4-0 2-10-15 1-4-0 { 2-10-15 Scale=1:10.8 3 , 5.00 FIT 8 0 W co N 2 r11.11111111=11=11=1 1 ' 4 3x4= 0-3-0 2-10-15 0-3-0 2-7-15 LOADING (psf) SPACING- 2-0-0 ii CSL DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-7 >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 FBC2014TTPI2007 Matrix-MP Weight:11 lb FT=20e/ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=63/Mechanical,4=30/Mechanical,2=218/0-3-8 Max Horz 2=84(LC 12) Max Uplift 3=-38(LC 12),4=-26(LC 9),2=152(LC 12) Max Gray 3=63(LC 1),4=48(LC 3),2=218(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 2-10-3 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;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 20.0psf 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. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 lb uplift at joint 3,26 lb uplift at joint 4 and 152 lb uplift at joint 2. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 balding designer must verify the applicability of design rxtrameters 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 Inlray and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Soley information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T11981301 14096T0 J31 Corner Jack i6 1 _1 ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:20 2017 Page 1 I D:fzVrkTV 7F1t3 RR7yNytuu7zrYxY-2dZnHM4D NGQVmUGUnXj4W 9b14?XNmuf 1 e112APygj75 -1-4-0 0-10-15 1-4-0 0-10-15 Scale=1:10.1 3 1 5.00 j12 2x4 ..I 2 1 PI 1 i ii 1 =EA 6, 5 4 2x4 I I 0-10-15 0-10-15 LOADING (psf) I SPACING- 2-0-0 CSL DEFL. in (loo) Udefl Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 iLumber DOL 1.25 ! BC 0.03 Vert(TL) 0.00 5 >999 180 BCLL 0.0 • I Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 ri/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR f Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=216/0-5-8,3=-52/Mechanical,4=-12/Mechanical Max Horz 5=79(LC 12) Max Uplift 5=-112(LC 12),3=-52(LC 1),4=14(LC 12) Max Gray 5=216(LC 1),3=33(LC 8),4=12(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 112 lb uplift at joint 5,52 lb uplift at joint 3 and 14 lb uplift at joint 4. IIIIIMIN 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MUTEK REFERANCE PAGE MA-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITeke connectors.This design 8 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 rnernbers 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.seeANSI/WPt I Qualify Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inlormallon available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • . I Oty Ply T11981302 14096T0 J32 Corner Jack 2 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:21 2017 Page 1 I D:tzVrkTV7FIt3RR7yNytuu7zrYxY-W p79Ui5r8ZYMNerg LFEJ2N7W QPsoVKuAtP 1 birygj74 0-10-15 0-10-15 5.00;12 Scale=1:10.1 2 y 2x4 l 1 O u> ,,, : , : 1 o: X - • 4 3 2x4 I 0-10-15 0-10-15 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:4 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=30/0-5-8,2=22/Mechanical,3=8/Mechanical Max Horz 4=13(LC 12) Max Uplift 2=-20(LC 12),3=-4(LC 12) Max Gray 4=30(LC 1),2=22(LC 1),3=15(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opst;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;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 20.0pst on the bottom chord in 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 20 lb uplift at joint 2 and 4 lb uplift at joint 3. 4 •111 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10103f2015 BEFORE USE. in Design valid for use only with MITeke connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorpoi ale this design into the overall building design. Bracklg 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,seeANSI/1P11 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 33610 Job Truss Truss Type Qty Ply T11981303 14096T0 J41 Corner Jack 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:22 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytu u7zrYxY-_?hXi 26Tvtg D?oQsuylYbagfQpCyEn8K53n9F lygj73 -1-4-0 0-10-15 l 1-4-0 0-10-15 Scale=1:6.5 3 5.00 FY-2 , , r =MI 1 4 2x4= 0-10-15 0-10-15 Plate Offsets(X,Y)-- [2:0-0-2,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 5 >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 FBC2014/TP12007 Matrix-MP Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-6/Mechanical,2=184/0-5-8,4=-23/Mechanical Max Horz 2=51(LC 12) Max Uplift 3=-6(LC 1),2=144(LC 12),4=-23(LC 1) Max Gray 3=17(LC 12),2=184(LC 1),4=36(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;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 20.0pst on the bottom chord in 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 6 lb uplift at joint 3,144 lb uplift at joint 2 and 23 lb uplift at joint 4. � l 0 WARNING-Verify design parameters and READ NOTES ON TINS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MITeks connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type e , Qty Ply T11981304 14096T0 J42 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:23 2017 Page 1 ID:tzVrkTV7FIt3RR7yNytuu7zrYxY-SCFwO75gBo4dy?3SgGn800g9DY8zEOTKjW inkygj72 -1-4-0 1-4-15 I 1-4-0 I 1-4-15 i Scale=1:7.6 3 5.00 12 1 � 2 ____ y 1 ._M 4 14Ida 2x4= I 1-4-15 I 1-4-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 � Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 7 >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 FBC2014/TPI2007 Matrix-MP 1 Weight 7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 3=15/Mechanical,2=181/0-5-8,4=0/Mechanical Max Horz 2=60(LC 12) Max Uplift 3=-5(LC 9),2=-123(LC 12) Max Gray 3=15(LC 17),2=181(LC 1),4=20(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 lb uplift at joint 3 and 123 lb uplift at joint 2. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. lot Design valid for use only with MilekG connectors.his design Is based only upon parameters shown,arid is for an individual building component.not a truss system.Before use,the building designer must verity the appilcabety of desIgn parameters and property Incorporate this design into the overall building design. Brac9rg 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,seeANSI/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.21 B N.bee Street.Suite 312,Alexandria VA 22314. Tanga.FL 33610 Job Truss Truss Type , Qty Ply T11981305 14096T0 J43 Corner Jack 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:24 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-wOpH6k7kRU WXE6aFONnOg?I?vdtjihedZNGGJAygj71 -1-4-0 2-10-15 1-4-0 2-10-15 Scale=1:10.8 3 5.001. 8 2 1 „ 4 2x4= 2-10-15 2-10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3.63/Mechanical,2=218/0-5-8,4=30/Mechanical Max Horz 2=84(LC 12) Max Uplift 3=-31(LC 12),2=-112(LC 12) Max Gray 3=63(LC 1),2=218(LC 1),4=48(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 2-10-3 zone;C-C for members and forces&MWFRS for reactions shown;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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 112 lb uplift at joint 2. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-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,seeANSI/1911 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety tnfomrallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexardria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T11981306 14096T0 J44 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:25 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-OaNgK38MCo2osF9Ra5IFDDIAIODVR8umo1?prcygj70 -1-4-0 3-4-15 1-4-0 3-4-15 Scale=1:11.8 3 5.00 12 9 2 8 4 2x4= 3-4-15 3-4-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=78/Mechanical,2=235/0-5-8,4=38/Mechanical Max Horz 2=93(LC 12) Max Uplift 3=-40(LC 12),2=-112(LC 12) Max Gray 3=78(LC 1),2=235(LC 1),4=58(LC 3) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 3-4-3 zone;C-C for members and forces&MWFRS for reactions shown;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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 112 lb uplift at joint 2. 1 I Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.lids design Is based only upon parameters shown,and Is for an individual building oc reponent,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.seeANS1/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 IJob Truss Truss Type Qty Ply T11981307 14096T0 J45 Corner Jack 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:27 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-KzVQIIAckPJW 5ZJghVLjleNU Bgtiv203FLUwwVygj7_ -1-4-0 4-10-15 1-4-0 4-10-15 Scale=1:14.9 3 If 5.00 12 • 8 V 2 a 1 ♦ 4 2x4 4-10-15 4-10-15 Plate Offsets(X,Y)-- [2:0-0-2,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 I Vert(TL) -0.06 4-7 >918 180 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:18 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=124/Mechanical,2=289/0-5-8,4=58/Mechanical Max Horz 2=119(LC 12) Max Uplift 3=-67(LC 12),2=117(LC 12) Max Gray 3=124(LC 1),2=289(LC 1),4=86(LC 3) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=lft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 4-10-3 zone;C-C for members and forces&MWFRS for reactions shown;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 67 lb uplift at joint 3 and 117 lb uplift at joint 2. 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/7 gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verify design parameters and READ NOTES ON TNfS AND INCLUDED ANTEK REFERANCE PAGE M6-7473 rev.10/03/2015 BEFORE USE • Design valid for use only with MiTek®connectors.TNs design k based only upon parameters shown,and Is fon an Individual buNding 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 tracing MiTek' Is always required for stability and to prevent collapse with possbie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPt t Quality Criteria,DSB-89 and 8CS1 Building Component 6904 Parke East BNd. Safely Infommatton available from Truss Plate institute.218 N.Lee Street.State 312,Nexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type 4 Oty Ply T11981308 14096T0 J46 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:28 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-p92oy5AEVjRMjjuOFDsyrrwesEBFeVdCU?ETRxygj6z -1-4-0 5-4-15 1-4-0 5-4-15 Scale:3/4"=1' 3 5.00 12 a a 9 8 -7 2 y( /////ftyttll' 1 4 3x4= 5-4-15 r — 5-4-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.09 4-7 >678 180 BCLL 0.0 . Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:19 lb FT=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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=139/Mechanical,2=308/0-5-8,4=65/Mechanical Max Horz 2=127(LC 12) Max Uplift 3=-76(LC 12),2=-120(LC 12) Max Gray 3=139(LC 1),2=308(LC 1),4=95(LC 3) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 5-4-3 zone;C-C for members and forces&MWFRS for reactions shown;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 76 lb uplift at joint 3 and 120 lb uplift at joint 2. 6)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 1 � AI WARNING-Verily design parameters and READ NOTES ON TMS AND INCLUDED M/TEK REFERANCE PAGE 1417473 rev.1OD3/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Ibis design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Qualify Citrarla,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information avcBabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type 6 • Qty Ply T11981309 14096T0 TO1 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 510:03:30 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-IYAZNnCVOKh4y1 I PMeuQwG?061 wr6PRVxJjaW gygj6x _7_q_0 10-2-8 I 20-5-0 21-9-0 1.4.0 I 10-2-8 10-2-8 1-4-0 Scale=1:38.6 3x6=- 8 8 9 10 5.00 12 11 297 r 30 6 12 Y 13 5 r 4 14 : r r 3 + I ■ 15 2 ' ' 16 , iiP, •......•y•......y......•y•......•y•.....•"....................................• ........•.•.L�......�•.•.`7 O 5x6=4x10 4x10 5x6= 28 27 26 25 24 23 22 21 20 19 18 3x6= I 20-5-0 20-5-0 Plate Offsets(X,Y)-- [2:0-3-8,Edgel,[2:0-0-8,Edge),[9:0-3-0,Edgel,[16:0-3-8,Edge),[16:0-0-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 17 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 16 n/r 120 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 16 n/a n/a BCDL 10.0 Code FBC2014ITP12007 I Matrix-S I Weight:101 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. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-5-0. (Ib)- Max Horz 2=-82(LC 10) Max Uplift All uplift 100 lb or less at joint(s)24,25,26,27,28,22,21,20,19, 18 except 2=-111(LC 12),16=-111(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,16,24,25,26,27,22,21,20, 19 except 28=255(LC 1),18=255(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. Il;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-4-11 to 1-7-5,Exterior(2)1-7-5 to 10-2-8,Comer(3)10-2-8 to 13-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)24,25,26,27,28, 22,21,20,19,18 except(jt=lb)2=111,16=111. Q WARNINO-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekss connectors.fits design is based only upon parameters shown,and Is for an Individual balding 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 ek building design. Bracing indicated Is to prevent buckling of Indlvidud truss web and/orchord members only.Additional temporary and permanent bracing irg • 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,seeANSl/1PI1 Quality CdHMla.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Si.ty tnlormallon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply j r T119813101 14096T0 T02 Common 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:31 2017 Page 1 I D:fzV rkTV7Flt3 RR7yNytuu7zrYxY-Dkkxb7D7nepxaAcbwLPfS UYATR8YrpW eAzS72Gygj6w -1-4-0 5-8-4 10-2-814-8-12 20-5-0 21-9-0 1-4-0 I 5-8-4 i 4-6-4 4-6-4 5-8-4 1-4-0 Scale=1:37.4 61(6= 4 5.00 12 17 18 2x4 II 2x4 II 3 5 r r 19 16 6 2 2 r �1 fon am irl.. ' lo Z 9 8 3x4= 6x6= 4x5- 3x4= 5-8-4 14-8-12 20-5-0 584 i 9-0-8 5-8-4 Plate Offsets(X,Y)-- [4:0-3-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.16 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 I Vert(TL) -0.45 8-9 >539 180 BCLL 0.0 " I Rep Stress Ind YES WB 0.25Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:92 lb FT=20% L LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 2=900/0-5-8,6=900/0-5-8 Max Horz 2=-88(LC 10) Max Uplift 2=-286(LC 12),6=-286(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1537/441,3-4=-1509/525,4-5=-1530/536,5-6=-1540/437 BOT CHORD 2-9=-302/1361,8-9=-185/909,6-8=-323/1364 WEBS 4-8=-190/649,5-8=-290/210,4-9=-179/632,3-9=-284/206 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 10-2-8,Exterior(2)10-2-8 to 13-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=286,6=286. 6)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. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.111/03/2015 BEFORE USE. NE. 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 incort orate this design Into the overall building design. Bracing Inciicated is to prevent buckling of IndMdual 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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlonnatlon avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job i Truss Truss Type Oty Ply T11981311 14096T0 IT03 Common 18 1 I ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:33 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-975h?pENJF3fpUm_2m R7YVdW 0Fg0JjzxdGxE69ygj6u -1-4-0 5-8-4 10-2-8 14-8-12 20-5-0 i 1-4-0 5-8-4 4-6-4 4-6-4 5-8-4 Scale=1:35.0 6x6=- 4 4 5.00 1216 17 2x4 I 2x4 I I 3 ill 1,1 IN 18 15 6 i 1 1 2 `r ■ am rig Id Z 8 7 3x4= 3x4= 6x6= 4x5= 5-8-4 14-8-12 20-5-0 I5-8-4 9-0-8 5-8-4 Plate Offsets(X,Y)-- (4:0-3-0,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.16 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.45 7-8 >540 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:90 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=815/0-5-8,2=901/0-5-8 Max Horz 2=90(LC 11) Max Uplift 6=213(LC 12),2=-287(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1540/449,3-4=-1512/534,4-5=-1541/549,5-6=-1549/456 BOT CHORD 2-8=-353/1364,7-8=-213/912,6-7=-346/1374 WEBS 4-7=-194/659,5-7=-293/212,4-8=-178/631,3-8=-284/206 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 10-2-8,Exterior(2)10-2-8 to 13-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL.-1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=213,2=287. 6)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. MINN9 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.10103/2015 BEFORE USE. lot 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 Milek• Is always required for stability and to prevent collapse with possbte personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPII Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdiable corn Truss Plate Institute,218 N.Lee Street,Sutte 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss [Truss Type . i Qty Ply T11981312 14096T0 i T04 Half Hip Girder 11 1 II Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:34 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-dJQ3D8F?4ZBW ReLAbTzM46AhpfAF29y5swhnfbygj6t -1-4-0 2-5-8 7-0-0 9-7-0 1-4-0 2-5-8 4-6-8 2-7-0 Scale=1:28.9 NAILED NAILED 5x6= 2x4 II 3.00 12 4 11 5 ill 11 I I w 3x4 3 3x4% 1A 2 f a 1 WO M a I 1 d eu MM: 0 1L3X5= 7 12 6 to =I 3x4= 5x6= MI 9 Special NAILED 10 3x4= SPECIAL INDICATES THAT NOT ALL HANGERS 2x4 II HAVE BEEN DESIGNED. TYPICAL. 2-5-8 7-0-09-7-0 I 2-5-8 4 6 8 2-7-0 Plate Offsets(X,V)-- 14:0-1-4,0-2-81,16:0-3-0,0-2-121,18:0-2-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.02 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 ; BC 0.57 Vert(TL) -0.06 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.27 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:65 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*Except' except end verticals. 3-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing J be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=878/Mechanical,10=585/0-5-8 Max Horz 10=171(LC 8) Max Uplift 6=-508(LC 4),10=-276(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-335/166,3-4=-492/257,2-10=-592/302 BOT CHORD 8-9=-296/132,3-8=-256/157,7-8=-267/400,6-7=-277/456 WEBS 4-7=-204/439,4-6=-774/470,2-9=-184/466 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf 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. 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) 6=508,10=276. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)311 lb down and 276 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,4-5=-60,9-10=-20,6-8=-20 Concentrated Loads(Ib) Vert:7=-267(F)4=-155(F)11=-174(F)12=-32(F) � I la 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicabtlty 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,seeANSl/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type . ',;Qty Ply 1 1 T11981313 14096T0 T05 Half Hip 11 I 1 [Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:35 2017 Page I I D:f zVrkTV 7FIt3R R7yNytuu7zrYxY-SVzSQUGdrtJN 3owM9BUbd KioS2UsnaxE5SOLB 1 ygj6s -1-4-0 2-5-8 9-0-09-7-01 1-4-0 2-5-8 6-6-8 0-7-0 Scale=1:30.0 3x4 H 4 3.00i12 . 10 3x5 s 3 3x4= 9 2 seek o i 1 >s 1 \ N MB 6 1% 3x5- 5 16 3x4 7 8 3x4= 2x4 II 2-5-8 9-7-0 ' 2-5-8 7-1-8 Plate Offsets(X,Y)-- 12:0-1-12,0-1-81,13:0-2-0,0-1-81 1 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.51 Vert(LL) -0.08 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.20 5-6 >564 180 BCLL 0.0 * Rep Stress lncr YES WB 0.41 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 I Matrix-AS Weight:59 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*Except* BOT CHORD Rigid ceiling directly applied. 3-7:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=364/Mechanical,8=470/0-5-8 Max Horz 8=196(LC 12) Max Uplift 5=-149(LC 8),8=-168(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-267/126,2-8=-480/256 BOT CHORD 5-6=-304/409 WEBS 3-5=-390/298,2-7=-109/402 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 9-5-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=149,8=168. 6)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. 1 � la 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10N3i2015 BEFORE USE. Design valid for use oNy with Mitek®connectors.This design Is based only upon parameters shown,and is for an Individual butding 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 possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Bullring Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. i Tampa,FL 33610 Job Truss Truss Type Qty Ply T11981314 14096T0 T06 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:36 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYXY-aiXgeq HFcAREgyVYju?g9XFtdSgi W 5ZOJ EAuj Uygj6r -1-4-0 4-9-8 9-7-0 1-4-0 4-9-8 4-9-8 2x4 Scale=1:30.2 4 3.00,[ X 3x4%B 3 0.14 2x411 7 2 1 5 6 3x5 — 3x5= 9-7-0 9-7-0 Plate Offsets(X,Y)-- [3:0-1-8,0-1-81,15:0-2-4,0-1-81,16:0-2-0,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.21 5-6 >520 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.53 5-6 >209 180 BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:57 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=364/Mechanical,6=470/0-5-8 Max Horz 6=196(LC 12) Max Uplift 5=-149(LC 8),6=-i68(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-5=-254/281 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 9-5-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=149,6=168. 6)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. � I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the braiding designer must verify the applicability of design parameters and properly 6 corporate 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,seeANSI/lPt t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 4 Qty Ply T11981315 14096T0 T07 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:38 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-W4fa3W I W8ohyWFfxgJ1IFyKGHGVH_gngnYf?oMygj6p -1-4-0I 2-5-8 i 7-0-12 l 9-7-0 10-1-r1 11-4-8 1-4-0 2-5-8 4-7-4 2-6-4 0-6-8 1-3.0 3x6= 2x4 I I Scale=1:31.3 5 6 3.00 I12 4x5% ii 4 al 11810 4x5 3 4x5 2 Iry a 100 (Ti Ell ■t !!i II ■ w r ti, 2 10MIMI 4x6= 19 -rl 3x5= t1 15 2x4 II MEW, o 1�� 7x6-;---- JUS24 a 13 THD26 8 7 14 4x5= 2x4 II 3x5 II 3x5 I I Special 2-5-8 7-0-12 10-1-8 11-4-8 2-5-8 I 4-7-4 I 3-0-12 l 1-3-0 Plate Offsets(X,Y)-- [5:0-3-0,0-2-12),[7:0-3-0,0-1-81,[9:0-3-8,0-2-01,[11:0-3-0,0-4-41,[12:0-2-0,0-0-41,[14:0-2-12,0-1-81 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) 0.05 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.08 10-11 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.85 Horz(TL) 0.08 7 rn/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:83 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-9 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 9-12:2x6 SP No.2,8-10:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. WEBS 2x4 SP No.3 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1566/Mechanical,14=960/0-5-8 Max Horz 14=198(LC 8) Max Uplift 7=-776(LC 4),14=-436(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-625/289,3-4=-1350/632,7-9=-1530/768,2-14=-983/471 BOT CHORD 12-13=-579/249,3-12=-601/302,11-12=429/712,10-11=-664/1277,9-10=-651/1241 WEBS 3-11=-332/622,4-11=-516/1029,4-9=-1587/826,2-13=-355/870 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=Ib) 7=776,14=436. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 7-0-12 from the left end to connect truss(es)to back face of bottom chord. 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 9-0-12 from the left end to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)346 lb down and 167 lb up at 10-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12) 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 continued on nate 2 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not t a truss system.Before use,the building designer must verify the applicability of design parameters and properly iiicorporate this design Into the overall • building design. Bracing Indicated Is to prevent buckling of individual buss web and/or chord members only.Additional temporary and permanent bracing MITe k , is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and huss systems.seeANSI/TPli Dually Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely IMormalon available from Trus Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 IJob Truss Truss Type Qty Ply T11981315 1409610 T07 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:38 2017 Page 2 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-W 4fa3W I W 8ohyW FfxgJ 1 I FyKGHGV H_gngnYf?oMygj6p LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-60,2-5=-60,5-6=-60,13-14=-20,10-12=-20,7-8=-20 Concentrated Loads(lb) Vert:10=-346(B)11=-858(B)15=-344(B) V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mt-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITekt%connectors.Ibis design Is based only upon parameters shown,and Is for an individual building component,not t a truss system.Before use.the building designer must verify the appik:abllty 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 MI ek Is always required for stability and to prevent collapse with pose le personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Sagely IMormallon available from Truss Plate Insttlute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply I 111981316 14096T0 T08 Monopitch Girder 11 2 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:39 2017 Page 1 I D:fzV rkTV7FIt3RR7yNytuu7zrYxY-_HDyGsJ8v5ppXPD7O1 YXnAtU6ggdjJygOCOYKpygj6o 3-11-8 7-7-8 11-7-0 3-11-8 I 3-8-0 3-11-8 Scale=1:31.4 4 3.00 12 , Sx6 r 3 4x5 2 II 4x6 1 1 H ,1 i im. M a Mil•0 ri 0 _ -il-i-- 9 7 10 6 11 12 13 6 8 THD48 10x12= THD48 10x12= THD28 5x6— 3x6 II Special THD48 THD48 3-11-8 7-7-8 11-7-0 3-11-8 3-8-0 3-11-8 Plate Offsets(X,Y)-- 11:0-2-8,0-2-0),13:0-2-12,0-2-81,15:0-3-0,0-3-0),16:0-6-0,0-7-81,17:0-3-8,0-7-81 — 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 0.47 Vert(LL) -0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.73 Horz(TL) 0.01 5 n/a n/a 1 BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:202 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 2x10 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-6,1-7:2x4 SP No.2 REACTIONS. (lb/size) 5=4661/Mechanical,8=3406/0-5-8 Max Horz 8=127(LC 4) Max Uplift 5=-842(LC 4),8=-226(LC 4) Max Gray 5=5025(LC 2),8=3867(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=3826/233,2-3=-3330/351,1-8=-3068/222 BOT CHORD 6-7=-329/3686,5-6=-400/3216 WEBS 2-7=-3521594,2-6=-760/295,3-6=-364/3968,3-5=-4643/573,1-7=-217/4138 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:2x10-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-8-0 oc,Except member 6-2 2x4-1 row at 0-9-0 oc,member 3-6 2x4-1 row at 0-9-0 oc, member 5-3 2x4-1 row at 0-9-0 oc,member 7-1 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=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=842,8=226. 8) Use USP THD28(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 9-7-12 from the left end to connect truss(es)to front face of bottom chord. 9)Use USP THD48(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-0 from the left end to 8-0-0 to connect truss(es)to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1427 lb down at 10-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1 Continued on Dane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mii • Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall balding 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 wtth possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI BuYding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 :Job Truss Truss Type Qty Ply T11981316 14096T0 T08 Monopitch Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:39 2017 Page 2 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-_HDyGsJ8v5ppXPD7O1 YXnAtU6ggdjJygOCOYKpygj6o LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,5-8=-20 Concentrated Loads(lb) Vert:7=-1124(B)9=-1124(B)10=-1124(B)11=-1124(B)12=-1546(F)13=-1124(B) V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MJ-7473 ree,1603/2015 BEFORE USE Design valid for use only with MiTek®connectors.Irks 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 Mk 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 seeANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Rale institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty I Ply II 111981317. 14096T0 T09 Half Hip Girder 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:40 2017 Page 1 I D:fzV rkTV7FIt3RR7yNytuu7zrYxY-STnLTC KmgPxf9ZoKyk4mKNOjr3KKSwczEs865Fygj6n -1-4-0 3-0-0 4-0-0 1-4-0 3-0-0 1-0-0 NAILED 2x4 Scale=1:10.9 3 4 3x6 J 5.00 12 r- 2 1 10 6 Special 2x4= 2x4 11 5 3-0-0 4-0-0 3-0-0 1-0-0 Plate Offsets(X,Y)-- 13:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:16 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=178/Mechanical,2=259/0-5-8 Max Horz 2=88(LC 8) Max Uplift 6=-31(LC 5),2=-117(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 2=117. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)62 lb down at 3-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:3=-15(B)10=-32(B) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEX REFERANCE PAGE MI7473 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 balding 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.seeANSI/l'PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria-VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply i T11981318 14096T0 T10 Monopitch 12 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:41 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-wfLjhYKORj3W njN W W Sb?sbyvbTffBNr7TW ttPhygj6m -1-4-0 4-0-0 I 1-4-0 I 4-0-0 Scale=1:12.8 3 2x4 I I 5.00 12 1111 9 2 VIZ "..4.,All..1111.11.11111.1111 lin a , el / 1111111111,14 , 5 4 2x4= 2x4 II I 4-0-0 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.01 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.02 5-8 >999 180 BCLL 0.0 * Rep Stress Incr YESWB 0.00 Horz(TL) 0.00 2 n/a No. BCDL 10.0 Code FBC201411P12007 I Matrix-AS Weight:17 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=140/Mechanical,2=249/0-5-8 Max Horz 2=100(LC 12) Max Uplift 5=-36(LC 12),2=-113(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 3-9-4 zone;C-C for members and forces&MWFRS for reactions shown;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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 2=113. 6)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. I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with MiTekU connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the,ipplicability 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 In ury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPII Quality Criteria,DSB-69 and SCSI Building Component6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type a Qty Ply TI1981319 14096T0 ,T11 Half Hip Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:43 2017 Page 1 ID:tzVrkN7FIt3RR7yNytuu7zrYxY-s2ST6DMeyKKE00XvdsdTx027wHJEfE.QwgMmTaygj6k -1-4-03-0-0 8-5-8 1-4-0 I 3-0-0 5-5-8 Scale=1:18.6 NAILED 4x5= NAILED NAILED 4x5= 3 10 11 4 — 5.00112 I i — 2 I vt r r ���1 n — s \x/ 1 12 13 Ill, 4x5- NAILED NAILED i✓ ` Special 5 2x4— 2X411 9-3-9 3-0-0 I 8-5-8 I 0-3-0 2-9-0 5-5-8 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) 0.06 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.09 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MP Weight:38 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. I REACTIONS. (lb/size) 5=360/0-5-8,2=446/0-3-8 Max Horz 2=88(LC 8) Max Uplift 5=-264(LC 5),2=-301(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-626/418,3-4=-548/397,4-5=-304/215 BOT CHORD 2-6=-395/547 WEBS 4-6=-409/565 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lOtmph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=264,2=301. 6)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)40 lb down and 14 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:3=-6(B)6=-16(B)10=-6(B)11=-6(B)12=-12(B)13=-12(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/73/2015 BEFORE USE. m11- Design valid for use only with MITek6 connectors.This design is based only upon parameters shown,and is for an individual building component.ent.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 possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate institute,218 N.Lee Street,Suite 312,Aiexardrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type a Qty Ply T11981320 1409610 T12 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:44 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-LEOrJZNHjeS5eA65Ba8iUDaNjggBOg1 Z9U6J?Oygj6j -1-4-0 3-10-0 8-5-8 I 1-4-0 I 3-10-0 I 4-7-8 I Scale=1:18.6 4x5= 3x4= 3 12 4 I 5.00 12 � I 11 2 1 10 _ 1 63x4= / \ 5 2x4= 2x4 II Q 3-Q 3-10-0 I 8-5-8 �3� 3-7-0 4-7-8 Plate Offsets(X,Y)-- [2:0-0-10,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.04 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) -0.00 5 rile n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:38 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 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=326/0-5-8,2=423/0-3-8 Max Horz 2=102(LC 12) Max Uplift 5=-239(LC 9),2=-278(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-492/679,3-4=-413/675,4-5=-291/388 BOT CHORD 2-6.670/417 WEBS 4-6=-722/442 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 3-10-0,Exterior(2)3-10-0 to 8-3-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=239,2=278. 7)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. i V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/201S BEFORE USE. Design valid for use only with MiTekSJ connectors.This design Is based only upon parameters shown,and Is for an individual balding 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 III 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 possbie personal Wry and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,D5B-89 and SCSI Building Component 6904 Parke East Bled. Safety Information avcilable from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply I T11981321 14096T0 T13 Roof Special '9 1 [Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:46 2017 Page 1 I D:tzV rkTV7FIt3RR7yNytuu7zrYxY-Hd8ckFOXF FiptUGTI?AAZegeAUFusc Psdob04vygj6h -1-4-0 4-0-0 7-11-8 1-4-0 4-0-0 3-11-8 Scale=1:23.6 2x4 I I 4 5 I vi 5.00 12 2x4 3 r. 11 2 ' no a ' Io 1 // 7I W1 3x4= 6 3x6 0-3- 8-5-8 I 0-3-00 8-2-8 Plate Offsets(X,Y)-- [2:0-2-15,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.38 7-10 >260 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.36 7-10 >274 180 BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:38 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.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide. I REACTIONS. (lb/size) 6=290/0-5-8,2=418/0-3-8 Max Horz 2=169(LC 12) Max Uplift 6=-192(LC 12),2=-254(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-424/350 BOT CHORD 2-7=-534/391 WEBS 3-7=-425/580 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 7-10-0 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;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 20.0psf 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. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=192,2=254. 5)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. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use oily with MITek®connectors.this design is t:,ased only upon parameters shown,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 tabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available(torn Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 111981322 14096T0 T14 Half Hip 1 1 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:47 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-Ipi_xbP90ZggVergsii P6sCnJuXhb2m?rSK_cLY9j6g -1-4-0 4-0-0 6-8-0 7-11-8 8-5-8 1-4-0 I 4-0-0 I 2-8-0 i 1-3-8 10-6-0 Scale=1:20.5 3x6= 2x4 II 4 5 65 6 itiallErla 5.00 I12 2x4 C 3 13 ro 12 2 ME r m 1 i-/CI a hi. Io ha 3x4= 7 3x8= a9 0 6-8-0 6 5-0 I 7-11-8 1-3-8 i 8-5-8 o s o I 0 Plate Offsets(X,Y)-- 12:0-8-0,0-0-61,14:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.40 8-11 >247 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.40 8-11 >249 180 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:37 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=290/0-5-8,2=418/0-3-8 Max Horz 2=150(LC 12) Max Uplift 7=-185(LC 12),2.261(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-549/534 BOT CHORD 2-8=-705/526 WEBS 3-8=-572/766 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 6-8-0,Exterior(2)6-8-0 to 7-10-0 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=185,2=261. 6)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. i I Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. ig. Design valid for use only with MiTekt%connectors.lids design Is based only upon parameters shown,and is for an Individual balding 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,seeANSI/IPI1 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 33610 I Job Truss I Truss Type . !Ory Ply I II T11981323 14096T0 T15 Half Hip Girder I 1 1 I ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:48 2017 Page 1 I D:fzVrkTV7Flt3RR7yNytuu7zrYxY-D?GM9xQnnsyX7oPsQQDee313tIwkKVf9464X8nygj6f -1-4-04-8-0 7-11-8 1 8-5-8 1-4-0 4-8-0 3-3-8 0-6-0 Scale=1:19.0 NAILED 4x5= NAILED 3x4= 3 12 4 5 ------ Lj 1 H 5.00 12 rh N 2 j I 1 Mil — 1 fl — Io 1 NI 8 3x4- 13 7 Special NAILED 2x4 I 6 2x4= p 3-Q 4-8-0 7-11-8 8-5-8 0 3- 4-5-0 3-3-8 0-6-0 Plate Offsets(X,Y)-- 12:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.07 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 j BC 0.68 Vert(TL) -0.09 7-8 >999 180 BCLL 0.0 ' I Rep Stress Incr NO WB 0.25 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:37 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-6-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 6=445/0-5-8,2=492/0-3-8 Max Horz 2=116(LC 8) Max Uplift 6=294(LC 5),2=-324(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-637/369,3-4=-536/365,4-7=-517/349 BOT CHORD 2-8=-366/540 WEBS 4-8=-448/659 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=294,2=324. 6)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)94 lb down and 76 lb up at 4-8-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,4-5=-20,6-9=-20 Concentrated Loads(Ib) Vert:3=-57(F)8=-78(F)12=-59(F)13=-35(F) Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. ta 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. Brachg 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/MPM I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty Ply 1 T11981324 14096T0 T16 Hip Girder 2 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:50 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-90N6adR 1 JUCFMSZFXrF6kUgQs5i RoSPRXQZeDgygj6d -1-4-0 3-0-06-3-0 9-3-0 1-4-0 I 3-0-0 3-3-0 3-0-0 Scale=1:19.9 NAILED NAILED 4x5= 4x5= NAILED 4 18 5 5.00 ,2 -�'�� 1I Illimili 1 5x6, 65x6 3 2 0 �� 7 M PIP' au I �! N 1 I H - II 4 19 2x4 I! NAILED 2x4 II Special Special 4x10 I 4x10 I I 3-0-06-3-0 i 9-3-0 3-0-0 3-3-0 3-0-0 Plate Offsets(X,V)-- 12:0-7-14,0-0-31,17:0-8-2,0-0-71 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.02 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 I Vert(TL) -0.04 8-9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 7 rVa n/a � BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:45 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. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=374/Mechanical,2=470/0-5-8 Max Horz 2=36(LC 25) Max Uplift 7=-110(LC 8),2=-189(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-444/151,4-5=-376/147,5-7=-440/149 BOT CHORD 2-9=-104/373,8-9=-101/376,7-8=-105/374 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);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. 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=1b) 7=110,2=189. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)54 lb down at 3-0-0,and 54 lb down at 6-2-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,5-7=-60,10-14=-20 Concentrated Loads(Ib) Vert:4=-2(F)5=-2(F)9=-5(F)8=-5(F)18=-2(F)19=-4(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters aux,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 arid bracing of trusses and truss systems.seeANSl/IPII Quality Criteria,DSB-89 and SCSI Building Component I 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandrlo,VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type • ` City Ply I T11981325 14096T0 T17 Hip 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:52 2017 Page 1 ID:fzVrkN7FIt3RR7yNytuu7zrYxY-6nVt?ITIr5SzbPjdfFHapvwnKVORGMfk?k2kHYygj6b 4-8-4 I -1-4-0 I 4.6.72 9-3-00-14 1-4-0 4-6-12 4-6-12 0-0-12 4x5 I Scale=1:21.4 4 5.0012 17 5x6% 16 5 5x6 • 3 T ��� /4* 6 2 c 1 — 4 7 2x4 H 4x10 II 4x10 II 4-8-4 I 4-6-t2 4- 9-3-0 I 4-6-12 o-6if2 4-6-12 0-0.12 Plate Offsets(X,Y)-- 12:0-7-6,0-0-1 11,[6:0-8-2,0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 7-10 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.18 Vert(TL) -0.02 7-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS 1 Weight:44 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 1 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 , be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 6=364/Mechanical,2=460/0-5-8 Max Horz 2=47(LC 11) Max Uplift 6=-93(LC 12),2=-173(LC 12) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-403/236,4-6=401/250 BOT CHORD 2-7=-152/331,6-7=-152/331 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL .Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 4-7-8,Exterior(2)4-7-8 to 8-9-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)6 except(jt=lb) 2=173. 7)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. t l mit Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mi1eks connectors.this design Is bused only upon parameters shown,and is for an individual building xnixxtent,riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly Inc rporate 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 Mile k is always required for stability and to prevent collapse with possble personal kiluy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and teas systems.seeANSI/1911 Quality Criteria,DSB-89 and SCSI Budding Component 6904 Parke East Bed. Safely Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type I Qty 'Ply T11981326 14096T0 T18 Common Girder I 1 1 f Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:53 2017 Page 1 I D:fzVrkTV7FIt3R R7yNytuu7zrYxY-az3FCeUwc PapDZlq DzopL7SWJaQ?lhuEOnlq?yg)6a 3-11-8 7-11-0 3-11-8 3-11-8 Scale=1:18.4 4x5 H 3 5.00 112 r 5x6 4 5x6 2 Aiiiiiiiil el 110 4111111111/ 5 I II Il 4 ill 1 1:1 1 1 ►/ 15 6 16 IMI 1111111111... '441 JUS24 2x4 II JUS24 JUS24 4x10 I I 4x10 II 3-11-8 7-11-0 3-11-8 3-11-8 Plate Offsets(X,Y)-- (1:0-2-12,0-0-3],[5:0-8-2,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.03 6-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.06 6-13 >999 180 BCLL 0.0 ' Rep Stress lncr NO I WB 0.26 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 i Code FBC2014/TPI2007 Matrix-MP I Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=860/0-5-8,5=860/0-5-8 Max Horz 1=-30(LC 23) Max Uplift 1=-249(LC 8),5=-249(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1064/339,3-5=-1064/339 BOT CHORD 1-6=-262/934,5-6=-262/934 WEBS 3-6=-190/695 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=249,5=249. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 1-6-12 oc max.starting at 2-4-12 from the left end to 5-6-4 to connect truss(es)to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,7-11=-20 Concentrated Loads(Ib) Vert:6=-344(B)8=-17 12=-17 15=-354(B)16=-354(B) I 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. mil• Design valid for use only with MITeke connectors.this design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safely Informallon avdiabie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job I Truss !Truss Type • . 'Qty Ply T11981327 1409610 11-19 Common 13 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:54 2017 Page 1 I D:fzV rkTV7FIt3RR7yNytuu7zrYxY-29ddP_VYNiigrjt0mgK2uK?7Mi5fkGK1 S2XrM Rygj6Z -1-4-0 3-11-8 7-11-0I 9-3-0 1-4-0 I 3-11-8 I 3-11-8 1-4-0 Scale=1:20.0 455 II 4 5.00112 18 5x6 17 5 5x6 3 2 0 �` 6 7 1 k —0 8 2x4 II 3* 4x10 II 4x10 I I 3-11-8 7-11-0 3-11-8 3-11-8 Plate Offsets(X,Y)-- [2:0-2-0,0-0-111,[6:0-7-6,0-0-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 8-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 8-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:42 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 MiTek recommends that Stabilizers and required cross bracing 1 SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 2=400/0-5-8,6=400/0-5-8 Max Horz 2=41(LC 11) Max Uplift 2=-155(LC 12),6=-155(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-302/176,4-6=-302/176 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 3-11-8,Exterior(2)3-11-8 to 6-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=155,6=155. 6)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. ta. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.this design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulking 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 ifury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available trom Truss Plate Institute.218 N.Lee Street,Smite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type . Oty Ply T11981328 14096T0 120 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:56 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-_YIOggWovKy0401 Pu5MWz14SxWoPC9CKwM0yRJygj6X -1-4-0 3-11-8 7-6-0 1-4-0 { 3-11-8 3-6-8 Scale=1:18.1 4x5 I I 4 13 5.00 FIT 5x6% 12 3x4 14 5 3 2 I� 4111,41* 1 N 1 j 7 3x4= 6 2x4 I I 4x10 I I 3-11-8 7-6-0 3-11-8 3-6-8 Plate Offsets(X,Y)-- (2:0-2-0,0-0-7) LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:39 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 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=385/0-5-8,6=286/Mechanical Max Horz 2=45(LC 12) Max Uplift 2=-153(LC 12),6=74(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-280/181,4-5=-271/177,5-6=-258/203 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 3-11-8,Exterior(2)3-11-8 to 6-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)6 except(jt=lb) 2=153. 7)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mf7EK REFERANCE PAGE MF7473 raw.10/03r2015 BEFORE USE 1. Design valid for use only with MITekb connectors.This design is 15150 J only upon Parameters shown,and Is for an Individual building component,not a lass system.Before use,the building designer must verify the appltcabllty of design ixtrameteis 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 Mi ek Is always required for stability and to prevent collapse with possible personal k*ay and property damage. For general guidance regarding the fabricate rr,storage,delivery,erection and bracing of trusses and bass systems.seeANSI/iW b Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T11981329 14096T0 T21 Jack-Closed Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:57 2017 Page 1 I D:fzV rkTV7FIt3RR7yNytuu7zrYxY-SkJ m2OXQfd4FiAbbSptIW zdVO Wy2xdpT8?IVzmygj6W 7-0-0 I 7-0-0 Scale=1:21.6 2x4 I 2 3 I I 5.00 FY IN d: 1 • 0 I I 111 . ci '= 8 9 5 MI NAILED NAILED NAILED 3x6% 4 2x4 II 7-0-0 I 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 I Vert(LL) 0.13 5-7 >615 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 I Vert(TL) -0.30 5-7 >272 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.00 j Horz(TL) 0.01 5 rila n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP I Weight:31 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 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer j Installation guide. REACTIONS. (lb/size) 1=705/0-5-8,5=643/Mechanical Max Horz 1=119(LC 8) Max Uplift 1=-i82(LC 8),5=-214(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 1=182,5=214. 6)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-20,1-4=-20 Concentrated Loads(Ib) Vert:7=-266(F)8=-266(F)9=-266(F) is 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I 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 wtlh possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I 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 33610 Job I Truss �Truss Type . Qty Ply l 711981330 14096T0 T22 Hip Girder 1 1 i i IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:59 2017 Page 1 I D:fzVrkN7FIt3RR7yNytuu7zrYxY-O7QW TiYhBFLzxUIzZEV DbOio3jd0PJnmcJEc 1 eygj6U -1-4-0 7-0-0 11-5-7 15-10-13 20-4-4 22-7-11 25-1-10 27-11-0 129-3-0 1-4-0 i 7-0-0 4-5-7 4-5-7 1 4-5-7 2-3-7 2-5-14 2-9-6 1-4-0 Scale=1:50.2 NAILED NAILED NAILED NAILED 7x10= NAILED 2x4 I NAILED 4x5= NAILED 4x5= 7x10= 5.00112 3 24 425 26 27 5 28 29 6 7 = nn nn.Fi nn 5 5 nn nn 84.5x12 O , 9 d- / ** r` 10 m m 2 it O mos �' j111 � 01'_ : 111 I1 11 I MI�tTl'llt= .� 714 16 30 3115 32 33 14 34 35 13 12 4x10= 2x4 I NAILED 7x14 MT2OHS= 7x14 MT2OHS= NAILED 5x6 4x5 5x12 I': Special JUS24 NAILED NAILED NAILED NAILED 7-0-0 11-5-7 15-10-13 20-4-4i 22-7-11 27-11-0 7-0-0 4-5-7 4-5-7 4-5-7 2-3-7 5-3-5 Plate Offsets(X,Y)-- [2:0-0-0,0-0-41,[3:0-4-4,0-2-41,[7:0-4-4,0-2-41,[10:0-8-14,Edge1,[13:0-3-0,0-2-121 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.30 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.73 14-15 >456 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress lncr NO WB 0.87 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 i Matrix-MS Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS"Except" TOP CHORD Structural wood sheathing directly applied. 7-11:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-7 oc bracing. BOT CHORD 2x4 SP No.1 *ExceptMiTek recommends that Stabilizers and required cross bracing 14-15:2x4 SP SS be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.3 Installation guide. , SLIDER Right 2x8 SP No.2 2-6-0 REACTIONS. (lb/size) 2=2297/0-5-8,10=2328/0-5-8 Max Horz 2=65(LC 7) Max Uplift 2=-638(LC 8),10=-692(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4865/1224,3-4=-5823/1574,4-5=-5822/1574,5-6=-5976/1653,6-7=-4978/1438, 7-8=-3925/1113,8-10=-3446/988 BOT CHORD 2-16=-1040/4406,15-16=-1037/4429,14-15=-1539/5999,13-14=-1312/4978, 12-13=-920/3604,10-12=-756/2887 WEBS 3-16=0/581,3-15=-495/1749,4-15=-583/315,5-14=-471/251,6-14=-260/1244, 6-13=-1030/336,7-13=-648/2276,7-12=-516/175,8-12=-237/937 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=638,10=692. 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 20-4-4 from the left end to connect truss(es)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)341 lb down and 34 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12) 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 Continued on oaae 2 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/032015 BEFORE USE. la 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,seeANSI/IPI I Quality Criteria,0S13-09 and BCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Rate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T11981330 14096T0 T22 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:03:59 2017 Page 2 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-O7QW TiYhBFLzxUIzZEVDbOio3jd0PJnmcJEc 1 eygj6U LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-7=-60,7-11=-60,17-20=-20 Concentrated Loads(Ib) Vert:3=-126(F)16=-341(F)13=-623(F)24=-126(F)25=-126(F)26=-126(F)27=-126(F)28=-126(F)29=-126(F)30=-63(F)31=-63(F)32=-63(F)33=-63(F)34=-63(F) 35=-63(F) a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek©connectors.This design Is t rased only upon parameters shown,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 I Is always required for stability and to prevent collapse with possible personal Injury aund property damage. For general guidance regarding the I fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salely Information avallabie from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Type , I Qty Ply I T11981331 ' 14096T0 T23 Hip 1 1 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:00 2017 Page 1 ID:fzVrkTV7Flt3RR7yNytuu7zrYxY-tJ_ug1 ZJyYTgZeKA7xQS8bF_I7yB8VNwrz_Aa5y9j6T -1-4-0 7-0-0 9-0-0 14-9-14 20-7-11 27-11-0 129-3-0 1-4-0 7-0-0 i 2-0-0 5-9-14 5-9-14 i 7-3-5 1-4-0 Scale=1:50.2 7x10= 2x4 li 7x10= 4 22 23 5 2425 6 5.00 j 12 2x4 rte — a, I 3 OM 21 + 1 26 5x6 7 e 20 '1 8 s 2 9 k I21 la 12 11 10 4x5= 7x10= 2x4 I I 4x12 I 3x6= 9-0-0 14-9-14 20-7-11 27-11-0 9-0-0 5-9-14 5-9-14 7-3-5 Plate Offsets(X,Y)-- [2:0-3-0,Edge],F4:0-4-4,0-2-4],16:0-4-4.0-2-4],[8:0-8-14,Edge] 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 0.85 Vert(LL) -0.15 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.39 10-11 >849 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied. 6-9:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Right 2x8 SP No.2 2-0-0 Installation guide. REACTIONS. (lb/size) 2=1214/0-5-8,8=1186/0-5-8 Max Horz 2=81(LC 11) Max Uplift 2=-368(LC 12),8=-362(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2123/789,3-4=-1914/740,4-5=-2049/807,5-6=-2049/807,6-8=-1763/649 BOT CHORD 2-12=-642/1887,11-12=-511/1748,10-11=-476/1542,8-10=-479/1539 WEBS 3-12=-254/222,4-12=-101/368,4-11=-162/451,5-11=-423/244,6-11=-238/703 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. It;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 9-0-0,Exterior(2)9-0-0 to 24-10-10,Interior(1)24-10-10 to 29-3-11 zone;C-C for members and forces&MWFRS for reactions shown;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. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=368,8=362. 7)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. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10403/2015 BEFORE USE. Design valid for use only with MITekei connectors.this design Is based only upon parameters shown,and is for an Individual building component,not . a truss system.Before use,the butkSng designer must verify the appilca lllty of design parameters and properly incorporate lhk design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Addttlonal 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,seeANSI/IP11 Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Oty Ply T11981332 I 14096T0 IT24 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:02 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-pi6f5jbZUAjYoxUYEMTwDOKJXxdlcooCl HTGezygj6R -1-4-0 5-9-14 11-0-0 18-7-11l 23-1-10 l 27-11-0 29-3-0 1-4-0 5-9-14 5-2-2 7-7-11 4-5-14 4-9-6 1-4-0 Scale=1:50.2 6x6 ii 6x6 1/ 4 22 23 24 5 5.00 12 � At 2x4 i 4x5 21 20 3 256 5x6 7 a 6 101.414 — s 1 2 Lq o 01, 12 11 10 3x5= 2x4 I I 6x6= 6x8= 4x12 I. 5-9-14 11-0-0 18-7-11 27-11-0 5-9-14 5-2-2 7-7-11 I 9-3-5 Plate Offsets(X,Y)-- 12:0-1-6,0-0-21,[4:0-1-0,0-3-0],[5:0-1-0,0-3-0],[8:0-8-14,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ( TC 0.83 Vert(LL) -0.50 11-12 >672 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.81 11-12 >412 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007i Matrix-AS Weight:128 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied. 5-9:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2'Except' MiTek recommends that Stabilizers and required cross bracing 10-11:2x4 SP No.1 be installed during truss erection,in accordance with Stabilizer WEBS 21(4 SP No.3 Installation guide. SLIDER Right 2x8 SP No.2 2-0-0 REACTIONS. (lb/size) 2=1213/0-5-8,8=1187/0-5-8 Max Horz 2=97(LC 11) Max Uplift 2=-369(LC 12),8=362(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2227/771,3-4=-1861/658,4-5=-1656/645,5-6=-1802/637,6-8=-1774/664 BOT CHORD 2-12=-642/2056,11-12=-642/2056,10-11=-437/1658,8-10=-510/1531 WEBS 3-11=-535/246,4-11=-8/411,5-10=0/303,6-10=-38/312 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 11-0-0,Exterior(2)11-0-0 to 22-10-10,Interior(1)22-10-10 to 29-3-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=369,8=362. 7)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. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. tem 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 Wry and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPII 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 33610 Job 1�Truss Truss Type 'Qty Ply T11981333 14096TO 1T25 Hip 1 1 I Job Reference(optional) o tional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTekIndustries,Inc. Tue Sep 5 10:04:03 2017 Page 1 I D:fzVrkTV7FIt3R R7yNytuu7zrYxY-Hug 113cBFTrPQ531o3_91EtV3L_zLADMXxCgAQygj6Q -1-4-01 6-9-14 I 13-0-0 16-7-11 22-4-14 28-5-8 ' 1-4-0 6-9-14 6-2-2 3-7-11 5-9-2 6-0-10 Scale=1:49.2 6x6 '1I 6x6 11 4 22 5 if IN • 5.0012 4x5 21 23 4x5 6 3 e4k. o 24 4x5 7 20 1 v — 8 0 2 10 1® a i 1 --- pino 12 11 10 9 3x5= 2x4 H 6x6= 4x5= 2x4 I 4x10 II 6-9-14 13-0-0 16-7-11 22-4-14 28-5-8 6-9-14 6-2-2 3-7-11 5-9-2 I 6-0-10 Plate Offsets(X,Y)-- f8:0-6-3,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 i Vert(LL) -0.23 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 1Vert(TL) -0.46 11-12 >737 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.65 Horz(TL) 0.12 8 rile n/a j BCDL 10.0 Code FBC2014/TPI2007 Matrix-ASII Weight:136 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 MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1125/Mechanical,2=1235/0-5-8 Max Horz 2=117(LC 11) Max Uplift 8=-294(LC 12),2=-375(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-22741773,3-4=-1653/629,4-5=-1452/632,5-6=-1628/640,6-8=-1979/683 BOT CHORD 2-12=-671/2034,11-12=-671/2034,10-11=-409/1452,9-10=-560/1754,8-9=-560/1754 WEBS 3-12=0/254,3-11=-704/289,4-11=-66/374,5-10=-65/333,6-10=-450/194 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 13-0-0,Exterior(2)13-0-0 to 16-7-11,Interior(1)20-10-10 to 28-5-8 zone;C-C for members and forces&MWFRS for reactions shown;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=10.0psf. 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) 8=294,2=375. 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. _ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MITei&connectors.This design is based only upon parameters shown,and Is for an individual building a%,rnponent not a truss system.Before use,the building lding designer must verify the applk:aboity of design parameters and properly incorporate this design Into the overall briding 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 muss systems,seeANSI/TPI1 Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiabie Corn Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type . Qty 'Ply I T11981334 14096T0 T26 Roof Special 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:05 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-D HnnjldSn556fPD7wU0drfypC8hJ p8af_FhwFlygj60 -1-4-0 7-8-13 14-9-14 20-6-4 26-2-11 28-5-8 1-4-0 1 7-8-13 I 7-1-1 5-8-6 5-8-7 2-2-13 Scale=1:51.2 6x6= 5.00 Fl2 4 018 15 16 2x4// ' 7x6 3 •• � 7x6 0 2x4 II 6 7 •iiiii \ Abu. 11ce cv 17 1 y1 2 v a 10 17 18 9 8 7x6= 7x6= 5x6= 3x6= 9-9-13 18-11-15 28-5-8 9-9-13 9-2-1 9-5-9 Plate Offsets(X,Y)-- [2:0-3-0,Edqe],[4:0-3-0,0-2-4),[6:0-3-0,0-3-0),[8:Edge,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.32 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.66 9-10 >519 180 BCLL 0.0 * Rep Stress lncr YES WB 0.40 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-AS Weight:129 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1116/Mechanical,2=1232/0-5-8 Max Horz 2=126(LC 11) Max Uplift 8=-295(LC 12),2=-372(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2169/666,3-4=-1927/641,4-5=-1738/610,5-6=-1868/588 BOT CHORD 2-10=-614/1930,9-10=342/1266,8-9=-489/1653 WEBS 3-10=-430/282,4-10=-185/731,4-9=-135/568,5-9=-312/228,6-8=-1869/638 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 14-9-14,Exterior(2) 14-9-14 to 17-9-14,Interior(1)26-2-11 to 28-3-12 zone;C-C for members and forces&MWFRS for reactions shown;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=10.0psf. 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) 8=295,2=372. 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. mi. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. 1 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 6icorporate 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 i errnanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Inkxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSITIPit Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Trues Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type • % Qty Ply T11981335 1409610 T27 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:06 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYXY-hTLAx5e4YODzHZnKTCXsNsVOpYOFYW eo DV RUnkygi6 N -1-4-0 7-8-13 14-9-14 20-6-4 24-6-3 28-5-8 1 1-4-0 I 7-8-13 I 7-1-1 I 5-8-6 I 3-11-15 I 3-11-5 Scale=1:50.7 6x6=- 5.00 5.00 1 12 4 frit 15 16 7x6 2x4 // 5 300000000000:0500001/01.11°." 6x6= 2x4 II • ie 6 7 lili N 14LL \ ur V 2 CS a •� 0174 10 18 19 9 8 7x6= 7x6= 4x5= 3x6= 9-9-13 18-11-15I 28-5-8 9-9-13 I 9-2-1 9-5.9 Plate Offsets(X,Y)-- 12:0-3-0,Edgel,14:0-3-0,0-2-41 _ I LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.82 Vert(LL) -0.28 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.57 9-10 >600 180 BCLL 0.0 * Rep Stress!nor YES WB 0.73 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight 132 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 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1117/Mechanical,2=1232/0-5-8 Max Horz 2=124(LC 12) Max Uplift 8=-297(LC 12),2=370(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2170/666,3-4=-1928/640,4-5=-1755/613,5-6=-1845/591 BOT CHORD 2-10=-643/1931,9-10=-370/1268,8-9=-521/1666 WEBS 3-10=-432/283,4-10=-185/728,4-9=-137/584,5-9=-315/227,6-8=-1837/611 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eavem4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 14-9-14,Exterior(2) 14-9-14 to 17-9-14,Interior(1)24-6-3 to 28-3-12 zone;C-C for members and forces&MWFRS for reactions shown;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 psi 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=10.0psf. 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) 8=297,2=370. 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. 1 I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1•7473 rev.1003/2015 BEFORE USE. Design valid for use only with MlIekh connectors.Ibis design Is based only upon parameters shown,and Is for an IndMdual 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 bwiding design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing M ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply T11981336 14096T0 T28 'Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:07 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-91vY8RfiJiLquiMW 1v35w41CFyMyHxbySZA1JBygj6M -1-4-0 7-8-13 14-9-14 20-6-4 22-6-3 28-5-8 I 1-4-0 7-8-13 7-1-1 5-8-6 1-11-15 5-11-5 Scale=1:50.7 6x6= 5.00 pr 2- 4 CI 15 16 2x4 // 7x6% 5 6x6= 3x4 II 3 6 7 �* gra 2. .. 18 d: 14 m 211 CA y11 ii 10 19 20 9 8 7x6= 7x6= 4x5= 3x6= 9-9-13 18-11-15i 28-5-8 9-9-13 9-2-1 9-5-9 Plate Offsets(X,Y)-- [2:0-3-0,Edgel,(4:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.27 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.53 9-10 >646 180 BCLL 0.0 * Rep Stress lncr YES WB 0.88 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:142 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* MiTek recommends that Stabilizers and required cross bracing 6-8:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1117/Mechanical,2=1232/0-5-8 Max Horz 2=158(LC 12) Max Uplift 8=-300(LC 12),2=-367(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2171/661,3-4=-1929/635,4-5=-1772/606,5-6=-1812/585 BOT CHORD 2-10=-673/1933,9-10=-400/1267,8-9=-548/1684 WEBS 3-10=-434/283,4-10=-186/730,4-9=-133/598,5-9=-327/226,6-8=-1821/605 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 14-9-14,Exterior(2) 14-9-14 to 17-9-14,Interior(1)22-6-3 to 28-3-12 zone;C-C for members and forces&MWFRS for reactions shown;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=10.0psf. 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) 8=300,2=367. 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. Ila 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekSo connectors.this design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the balding 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 k4zy and properly damage. For general guidance regarding the fabrication-storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IP11 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 33610 Job Truss Truss Type • s Qty Ply T11981337 14096T0 T29 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:09 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-6211Z6gyrJbY8OW u9K5Z?V7Xx1011tgEvtf8O3ygj6K -1-4-0 7-8-13 14-9-14 20-6-3 28-5-8 1-4-0 7-8-13 i 7-1-1 i 5-8-6 7-11-5 i Scale=1:50.5 6x6= 5.00 I12 4 1 14 15 6x6— 4x5= 7x6% 3 5 6 e. V' 16 17 ..♦,+ I 4 73 11 i 1 2 31 ICI y ►_4 9 18 19 8 7 6x8= 7x10= 3x5 I I 3x6= 9-9-13 20-6-3i 28-5-8 l I 9-9-13 10-8-6 7-11-5 Plate Offsets(X,Y)-- 14:0-3-0,0-2-41,[8:0-4-4,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.43 8-9 >799 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.92 8-9 >367 180 BCLL 0.0 " Rep Stress Incr YES WB 0.77 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:142 lb FT=20% I 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. 8-9:2x4 SP No.1 I MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1117/Mechanical,2=1231/0-5-8 Max Horz 2=192(LC 12) Max Uplift 7=-304(LC 12),2=-363(LC 12) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2186/649,3-4=-1944/623,4-5=-1946/657,5-6=-1674/522,6-7=-1052/407 BOT CHORD 2-9=-695/1946,8-9=-433/1258 WEBS 3-9=-434/282,4-9=-169/792,4-8=-189/749,5-8=-1130/490,6-8=-555/1808 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 14-9-14,Exterior(2) 14-9-14 to 17-9-14,Interior(1)20-6-3 to 28-3-12 zone;C-C for members and forces&MWFRS for reactions shown;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=10.0psf. 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) 7=304,2=363. 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. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ill Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design Into the overall ;� budding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Nitric' Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/7PI1 Quality CrIteda,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 33610 Job Truss Truss Type • • Qty Ply 711981338 1409610 130 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:11 2017 Page 1 ID:fzVrkN7FIt3RR7yNytuu7zrYxY-2R93_oiCMxrGNKgHGI714WCuuZlxDjtXNB8FSyygj6l -1-4-0 7-8-13 14-9-14 18-6-3 24-0-0 28-5-8 1-4-0 i 7-8-13 i 7-1-1 I 3-8-6 5-5-13 1 4-5-8 Scale=1:50.7 6x6= 5.00 72 4 16 j j 6x6= 2x4 I I 155 4x5= 7 7x6 .[7 18 $ 3 i: \ .-e v 14 2 0 i70 r i 10 19 20 9 6 7x6= 7x10= 5x6= 3x6= 9.9.13I 18-6-3 28-5-8 l 9-9-13 8-8-6 9-11-5 Plate Offsets(X,Y)-- 12:0-3-0,Edgel,14:03-0,0-2-41,18:03-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.24 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.57 8-9 >594 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:149 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 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1117/Mechanical,2=1232/0-5-8 Max Horz 2=226(LC 12) Max Uplift 8=-309(LC 12),2=357(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2170/651,3-4=-1927/625,4-5=-1738/593,5-6=-1544/503 BOT CHORD 2-10=-731/1933,9-10=-455/1267,8-9=-331/879 WEBS 3-10=-435/283,4-10=-191/719,4-9=-148/638,5-9=-885/378,6-9=-231/885, 6-8=-1258/497 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 14-9-14,Exterior(2) 14-9-14 to 17-9-14,Interior(1)18-6-3 to 28-3-12 zone;C-C for members and forces&MWFRS for reactions shown;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=10.0psf. 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) 8=309,2=357. 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. t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10,9312015 BEFORE USE pa Design valid for use only with MITeke9 connectors.this design is fused only upon parameters shown,and is for an IndMdual building component,not a trrlss 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,seeANSI/TPI1 Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Sutie 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type : Qty Ply T11981339 14096T0 T31 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:12 2017 Page 1 I D:fzVrkTV7FIt3R R7yNytuu7zrYxY-W dj RB8i r7Ez7?U FTgSeGd7163z7ByF Fhbruo?Oygj6 H -1-4-0 7-8-13 14-9-14 16-6-3 20-2-10 26-5-8 28-5-8 i 1-4-0 I 7-8-13 I 7-1-1 i 1-8-6 I 3-8-6 I 6-2-14 2-0-0 Scale=1:51.6 3x6= 5.0012 7x10 5x6 5 6 4x5= 7x6 4 Ii` 7 2x4 II 18 r 19 �1 9 6x8 3 I. o, N O 17 1 1 ?Z1 2 o 0 :� 13 12 11 20 21 10 3x5= 2x4 I I 7x10= 4x5= 5x6= 7-8-13 13-2-3 13-11-1 1 20-2-10 28-5-8 7-8-13 I 5-5-6 -9-> 6-2-15 I b 8-2-14 Plate Offsets(X,Y)— 12:0-1-2,0-0-01,[4:0-2-0,Edgel,[5:0.3-0,Edge),[6:0-0-7,Edgei,[12:0-4-12,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.11 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.31 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.66 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 2=1232/0-5-8,10=1117/Mechanical Max Horz 2=228(LC 12) Max Uplift 2=-359(LC 12),10=-308(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2167/622,3-4=-1611/545,4-6=-1242/498,6-7=-1419/555,7-8=-1232/467 BOT CHORD 2-13=-688/1921,12-13=-690/1917,11-12=-422/1232,10-11=-141/357 WEBS 3-13=0/251,3-12=597/211,7-11=-608/333,8-11=-375/1167,7-12=-111/346, 8-10=-1068/460,4-12=-5/345 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 14-9-14,Exterior(2) 14-9-14 to 28-3-12 zone;C-C for members and forces&MWFRS for reactions shown;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=10.0psf. 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(t=lb) 2=359,10=308. 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. 9)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. IMINIIV WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. lilt 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,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avcltable from Tess Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply T11981340 1409610 132 Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:14 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-S?gBcgkSfsErEnPsxthkiYgUJmgwQ9y_39Nv3Hygj6F 1-4-0 7-0-14 13-6-0 19-9-8 26-1-0 28-5-8 1 1-4-0 I 7-0-14 I 6-5-2 I 6-3-8 I 6-3-8 i 2-4-8 Scale=1:50.5 6x6 11 4x5= 7x10=- 5.00 5.00 12 4 18 • 19 5 20 21 6 4x5 n7 6x8 17 00.0001111.111.11.11y 3 I 40. m 10.0.414444440 — 16 1 2 .� .. 1 r v _, 12 11 10 9 8 3x5= 2x4 I I 7x10= 4x5= 4x5= 3x5 II 7-0-14I 13-6-0 19-9-8 i 26-1-0 i 28-5-8 7-0-14 6-5-2 6-3-8 6-3-8 2-4-8 Plate Offsets(X,Y)-- 16:0-4-4,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.10 11-12 >999 240 MT20 244/190 BCLLTCDL 2 10.0 0.0 * Rep Stressr Incr YES I WB 0.64 Horz(TL) 0.08 L 1.25 BC 0.55 Vert(TL) -0.28 11 18 >999 n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:165 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 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1229/0-5-8,8=1119/Mechanical Max Horz 2=228(LC 12) Max Uplift 2=-358(LC 12),8—309(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2237/712,3-4=-1598/578,4-5=-1408/592,5-6=-1220/507,6-7=-501/206, 7-8=-1109/438 BOT CHORD 2-12=-788/1996,11-12=-790/1992,10-11=-453/1220,9-10=-160/431 WEBS 3-12=0/258,3-11=-651/277,4-11=0/320,5-11=-116/262,5-10.592/327, 6-10=-394/1068,6-9=-792/388,7-9=-372/995 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 13-6-0,Exterior(2)13-6-0 to 28-3-12 zone;C-C for members and forces&MWFRS for reactions shown;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. 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 Ot=lb) 2=358,8=309. 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. I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE ABI.7473 rev.i0/0I2015 BEFORE USE. Nit Design valid for use only with MiTek®connectors.this design is t vise.1 only upon I>,aiai neteis shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the a vlicability of design parameters arid 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]Tek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and fuss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Budding Component 1 6904 Parke East Blvd. SafNy Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • a Qty Ply T11981341 14096T0 T33 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:15 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-wCOZgAIJ O9M isx_2VbCzEmNdCA659ev7Hp6Sbjygj6 E 1-4.0 7-6-3 14-4-9 17-3-2 22-8-1 28-1-0 28-5r81.4-0 I 7-6-3 6-10-7 I 2-10-9 5-4-15 I 5-4-15 0-4-8 Scale=1:50.5 6x6= 5.00 12 4 ft 6x6= 4x5= 4x5= 7 16 \I />/76 3 I 15 2 rigo000\ 1 El I 11 19 20 10 9 8 7x6= 7x10= 4,25= 355 3x6= 9-10-0 17-3-2 22-8-1 28-5-8I II i 9-10-0 7-5-2 5-4-15 5-9-7 Plate Offsets(X,Y)— 12:0-3-0,Edge1,110:0-4-12,Edge) LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.52 Vert(LL) -0.16 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.41 11-14 >823 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-AS Weight:156 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 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1231/0-5-8,8=1117/Mechanical Max Horz 2=233(LC 12) Max Uplift 2=-356(LC 12),8=322(LC 9) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2180/661,3-4=-1918/618,4-5=-1727/612,5-6=-1548/532,6-7=-1088/378, 7-8=-1061/419 BOT CHORD 2-11=-748/1943,10-11=-480/1306,9-10=-378/1088 WEBS 3-11=-426/278,4-11=-167/652,4-10=-180/648,5-10=-838/364,6-10=-211/633, 6-9=-810/377,7-9=488/1405 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat, II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 14-4-9,Exterior(2)14-4-9 to 17-3-2 zone;C-C for members and forces&MWFRS for reactions shown;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=10.0psf. 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) 2=356,8=322. 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. f 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/201S BEFORE USE. lout Design valid for use only with Milek®connectors.This design is based only upon parameters shown,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 h c rporate 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,seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 'Job Truss Truss Type 4 Qty Ply T11981342 14096T0 T34 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:17 2017 Page 1 I D:izVrkTV7FIt3RR7yNytuu7zrYxY-taW KErmzyncQ5F7Rd?ERKBSzo_njdTYQl7bZgcygj6C -1-4-0 7-6-3 14-4-9 19-3-2 24-6-0 28-5-8 1 1-4-0 I 7-6-3 I 6-10-7 I 4-10-9 I 5-2-14 I 3-11-8 Scale=1:50.7 6x6= 5.00 NY 4 1516 6x6= 2x4 II 100 .1:111411111111111111111111444 7x6 i 5 4x5= 3 it 17 ^ 18 _e it a e 14 2 1 ye r O =4 10 19 20 9 8 7x6= 7x10= 5x6= 3x6= 9-10-0 19-3-2 28-5-8 9-10-0 I 9-5-2 I 9-2-6 Plate Offsets(X,Y)— (2:0-3-0,Edgel,(4:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.29 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.60 9-10 >565 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-AS Weight:145 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 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1117/Mechanical,2=1231/0-5-8 Max Horz 2=199(LC 12) Max Uplift 8=-305(LC 12),2=362(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2185/664,3-4=-1924/621,4-5=-1976/661,5-6=-1739/550 BOT CHORD 2-10=-717/1948,9-10=-455/1304,8-9=-340/929 WEBS 3-10=-427/277,4-10=-158/701,4-9=-200/776,5-9=-1013/422,6-9=-272/1032, 6-8=-1310/500 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 14-4-9,Exterior(2)14-4-9 to 17-4-9,Interior(1)19-3-2 to 28-3-12 zone;C-C for members and forces&MWFRS for reactions shown;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 100 lb uplift at joint(s)except Qt=Ib) 8=305,2=362. 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. f, N V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 141-7473 rev.10.932015 BEFORE USE Mil Design valid for use only with MiTekib connectors. his design is based only upon parameters shown,and Is for an Individual buNdIng component,not a truss system.Before use,the building designer must verily 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 requited 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.seeANSU1P11 Quality Crtiefb,DSB-89 and BCSI BuIlding Component 6904 Parke East Blvd. Soley Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r • Ory Ply T11981343 14096T0 T35 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:20 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-H9BSttpsFi_yis018n8xp4MmBnFgoxsR4gDHwygj69 13-0-9 17.11-12 1.4.0 4-0-14 7-6-0 10-4-9 11-8.8 12-9-19 14-4-9 15-8-9 17-0-9 6 169 20-6-1 i 23-1-12 I 285.8 I 1-4-0 l 4-0-14 I 3-5-2 I 2-10-9 i 1-4-0 I1-1-3I 11-4-0 I 1-4-0 1 1-4-0 11- 2-1-8 2-7-11 5-3-12 0-2-13 04-13 Scale=1:52.4 5x6= 48 13 15 NAILED NAILED NAILED NAILED 11 �� 17 10x16 M18SHS 7x10= 556% 9 49 NAILED 7 NAILED • 19 NAILED NAILED 4x10= 4 47 AILED' 14 5.00 12 �I . �,.1 . F NAILED 22 NAILED 23 4x5 i tall Alt i, rx 4000 . or w 2 i -- nn nI n r ern on no ST nc nn �1/ 29 28 37 38 27 39 40 72642 43 2544 45 46 24 4x5= NAILED 7x14 MT2OHS= NAILED 4x10—NAILED NAILED 5x12= NAILED 5x10 MT2OHS I 4x10= NAILED Special NAILED NAILED NAILED NAILED 4-0-14i 7-6-0 I 12-9-12 i 17-11-12 I 23-1-12 i 28-5-8 4-0-14 3-5-2 5-3-12 5-2-0 5-2-0 5-3-12 Plate Offsets(X,Y)— [2:0-0-0,0-0-41,14:0-2-8,0-2-121,[5:0-1-15,Edgel,[10:0-6-0,0-2-81,[13:0-3-0,0-2-41.121:1-0-8,0-3-01,[24:03-8,Edgel,[25:0-3-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.24 26-27 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.60 26-27 >565 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress'nor NO WB 0.93 Horz(TL) 0.18 24 n/a rite M18SHS 244/190 BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:195 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-21:2x6 SP No.2,21-23:2x4 SP No.1 Except: BOT CHORD 2x4 SP SS'Except' 1 Row at midpt 5-10 24-27:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-5-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 23-24 4-27,10-26,23-25:2x4 SP No.2 JOINTS 1 Brace at Jt(s):10,14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 24=2648/Mechanical,2=2345/0-5-8 Max Horz 2=164(LC 8) Max Uplift 24=-724(LC 8),2=-659(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4906/1265,3-4=4908/1293,4-5=4919/1366,5-6=-3594/1070,6-8=-3594/1070, 8-10=-3594/1070,10-12=-3541/1034,12-14=-3541/1034,14-16=-3541/1034, 16-18=-3541/1034,18-20=-3541/1034,20-21=-3541/1034,21-22=-3594/979, 22-23=-3586/975,23-24=-2500/773,5-7=-1464/352,7-9=-1385/358,9-11=-1399/387, 11-13=-1384/441,13-15=-1364/422,15-17=-1391/407,17-19=-1422/391, 19-21=-1516/376 BOT CHORD 2-29=-1242/4461,28-29=-1242/4461,27-28=-1221/4543,26-27=-1357/4868, 25-26=-1300/4703 WEBS 3-28=-257/269,4-28=0/642,4-27=-160/440,10-27=0/334,18-26=0/268,22-25=-750/418, 23-25=-1121/4130,12-13=-192/706,8-9=-260/133,21-25=-1587/463 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=28fF eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);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)All plates are 2x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf 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. 8)Refer to girder(s)for truss to truss connections. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 24=724,2=659. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25")toe-nails per NDS guidlines. Continued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON MS AND INCLUDED MEEK REFERANCE PAGE Aa-7473 rev.10/03/2015 BEFORE USE. mit 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 appli.ab8ty 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.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Busd ing Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • • Qty Ply T11981343 14096T0 T35 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:20 2017 Page 2 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-H9BSttpsFiyis018n8xp4MmBnFgoxsR4gDHwygj69 NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)388 lb down and 52 lb up at 7-6-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 13)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=-60,4-5=-60,21-23=-60,24-30=-20,5-13=-60,13-21=-60 Concentrated Loads(Ib) Vert:28=-388(B)4=-141(B)9=-141(B)15=-141(B)33=-141(B)34=-141(B)35=-145(B)36=-151(B)37=-69(B)38=-69(B)39=-69(B)40=-69(B)41=-69(B)42=69(B) 43=-69(B)44=-69(B)45=-73(B)46=-69(B)47=-141(B)48=141(B)49=-141(B)50=-141(B) 1 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MUUEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design u based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the bulking 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 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,seeANSI/1P11 Qualify 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. Tanga.FL 33610 1Job Truss Truss Type Qty Ply T11981344 14096T0 T36 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:22 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-DYJDIZg6nJEiC000PZgc1 E9kK?Ttlji9uOJKLpygj67 -1-4-0 7-0-0 11-5-4 15-8-12 20-0-4I 24-3-12 28-9-0 l 1-4-0 I 7-0-0 4-5-4 4-3-8 4-3-8 4-3-8 4-5-4 Scale=1:52.5 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7x10 __ NAILED 4x5=NAILED 2x4 6x6 NAILED4x5= NAILED 5x6= 5.00 riT 3 18 419 20 21 5 22 23 24 6 25 26 27 7 28 29 8 Dila nit min of in s.. nn nn A n till gi M C➢ ito. . d: ,7777 4, V 2 q[1 i E nn • nr ni t nn nn 0 nn nn .11 nn rn •� o � 1430 13 31 32 33 12 34 35 11 36 37 10 38 39 9 4x10= 2x4 NAILED 4x5 3x6 MT2OHS I I NAILED 7x14 MT2OHS= NAILED 4x5 = NAILED 5x6= Special NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 11-5-4 15-8-12 20-0-4 24-3-1228-9-0 7-0-0 4-5-4 4-3-8 4-3-8 4-3-8 4-5-4 Plate Offsets(X,Y)-- [2:0-0-0,0-0-41,[3:0-4-4,0-2-41,[7:0-2-0,0-2-01,[8:0-2-4,0-2-8),[10:0-2-4,0-2-8),[11:0-2-0,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 i Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.31 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.78 12-13 >441 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress lncr NO WB 0.85 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-8:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing. BOT CHORD 2x4 SP SS*Except* MiTek recommends that Stabilizers and required cross bracing 9-12:2x4 SP No.1 be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.3*Except* Installation guide. 3-13,4-12,6-12,7-11,8-10:2x4 SP No.2 REACTIONS. (lb/size) 9=2435/Mechanical,2=2295/0-5-8 Max Horz 2=156(LC 25) Max Uplift 9=-655(LC 5),2=-615(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4852/1164,3-4=-5805/1485,4-5=-5980/1535,5-6=-5980/1535,6-7=-5085/1320, 7-8=-3148/835,8-9=-2343/683 BOT CHORD 2-14=-1110/4394.13-14=-1107/4416,12-13=-1485/5805,11-12=-1341/5140, 10-11=-835/3148 WEBS 3-14=0/579,3-13=-480/1744,4-13=-725/353,5-12=-503/276,6-12=-253/1032, 6-11=-1120/431,7-11=-600/2354,7-10=-1915/674,8-10=-999/3770 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);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 100 lb uplift at joint(s)except(jt=lb) 9=655,2=615. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)341 lb down and 34 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)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 Continued on oaae 2 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. pa• Design valid for use only with MITek®connectors.This design B based only upon parameters shown,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 tha deskgn 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 Mifek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatkxn.storage,delivery,erection and bracing of trusses and truss systems,seeANSi/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdiable from Truss Plate Institute.218 N.Lee Street.Suite 312-Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • , Qty Ply T11981344 14096T0 T36 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:22 2017 Page 2 ID:tzVrkTV7FIt3RR7yNytuu7zrYxY-DYJDIZg6nJEIC000PZgc1 E9kK?Ttlji9uOJKLpygj67 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-60,3-8=-60,9-15=-20 Concentrated Loads(Ib) Vert:3=-126(F)14=-341(F)18=-126(F)19=-126(F)20=-126(F)21=-126(F)23=-126(F)24=-126(F)25=-126(F)26=-126(F)28=-126(F)29=-126(F)30=-63(F) 31=-63(F)32=-63(F)33=-63(F)34=-63(F)35=-63(F)36=-63(F)37=-63(F)38=-63(F)39=-63(F) I V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AY-7073 rev.10/03/201S BEFORE USE. 1111 Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeANSI/IPI l Quality Crlteda,DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type ; ,f Qty Ply T11981345 114096TO T37 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:24 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-AxRziFsMJW UQRKAnX_s46fEAsoCsandUSMioRQlygj65 7-0-0 9-0-0 14-4-8 19-9-0 23-5-8 28-9-0 i1--44--00 l 7-0-0 2-0-0 i 5-4-8 5-4-8 i 3-8-8 i 5-3-8 i Scale=1:51.7 7x102x4 II 7x10 4 19 20 5 21 22 6 . 23 5.00 12 2x4 3 \\ $ -- SR 6x6= 4x6= 18 . 7 8 M P4 CI - 17 f N :ill1 2 Y Y 13 12 11 10 9 4x5= 7x10= 4x5= 4x6= 3x5 11 3x6= I 9-0-0 I 14-4-8 19-9-0 23-5-8 1 28-9-0 9-0-0 5-4-8 5-4-8 3-8-8 5-3-8 Plate Offsets(X,Y)-- [2:0-0-10,Edge1,14:0-4-4,0-2-41,[6:0-4-4,0-2-41,18:0-2-12,0-2-01,110:0-2-12,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.14 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.38 13-16 >894 180 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:148 lb FT=20°i 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 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 9=1128/Mechanical,2=1244/0-5-8 Max Horz 2=127(LC 12) Max Uplift 9=-300(LC 12),2=373(LC 12) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2198/770,3-4=-1989/728,4-5=-2144/805,5-6=-2144/805,6-7=-2019/717, 7-8=-2068/713,8-9=-1064/412 BOT CHORD 2-13=-742/1957,12-13=-625/1816,11-12=-617/1838,10-11=-737/2122 WEBS 3-13=-258/198,4-13.85/363,4-12=-171/489,5-12=-362/218,6-12=-152/476, 6-11=-31/326,7-11=346/140,7-10=-837/369,8-10=-755/2187 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1.4-11 to 1-7-5,Interior(1)1-7-5 to 9-0-0,Exterior(2)9-0-0 to 22-9-0,Interior(1)22-9-0 to 23-5-8 zone;C-C for members and forces&MWFRS for reactions shown;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. 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) 9=300,2=373. 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-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlF7473 rw.10/03/2015 BEFORE USE. Design valid for use only with MITelCe connectors.this design Is t esed only urian parcel eters shown,and Is for an individual building component,not t a truss system.Before use,the building designer must verify the applicablllty 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 oNy. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal k4uy and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSIITPtI Quality Criteria,DSB-89 and BCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Skeet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job 'Truss i Truss Type . • IOty Ply 1 711981346 14096T0 IT38 I Roof Special Girder I 1 1 1 3 ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:26 2017 Page 1 I D:fzV rkTV7FIt3RR7yNytuu7zrYxY-6JZj7wtdgYkBgdJ AeOuYB4KOVcsEY_IpOHYUaygj63 -1-4-0 5-8-6 10-9-0 14-4-8 18-0-0 21-8-12 25-5-8 28-9-0 1-4-0 5-8-6 5-0-10 3-7-8 3-7-8 3-8-12 3-8-12 3-3-8 Scale=1:53.6 7x10= 2x4 II 7x10= 4 19 5 20 6 IA 5.00 12 ilk 4x5 4x5% 7 ... 1111k 3 `': 6x6= 4x10= m 8 9 v 1iiirimimii1 ¢ —/0111111116.11111r1 45') 0 2 1 IiMIlrl�IiII IIIM''I1�111 !IIII�IIIEIIImmII r- '- r 0 1/_. =' 21 222316 24 25 15 26 14 27 28 13 29 12 11 10 4x10= THD263x8 I I THD26 THD26 6x6= THD26 8x10= 6x6= 6x6= 4x10= 5x10 MT2OHS I I 11-1026 THD26 THD26 THD26 THD26 THD26 THD26 5-8-6 10-9-0 14-4-81 18-0-0 21-8-12 25-5-8 I 28-9-0 5-8-6 5-0-10 3-7-8 3-7-8 3-8-12 3-8-12 3-3-8 Plate Offsets(X,Y)-- [2:0-5-0,0-1-11],[4:0-4-4,0-2-4],[6:0-4-4,0-2-4],[10:Edge,0-3-8],[11:0-3-4,0-2-0],[12:0-3-0,0-4-0],[13:0-3-0,0-3-12],[14:0-5-0,0-4-8],[15:0-3-0,0-4-0], [16:0-4-4,0-1-8] � I LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (roc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.28 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.65 14 >529 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.77 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:546 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except" TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, 1-4:2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* 9-11:2x4 SP No.1 REACTIONS. (lb/size) 10=7008/Mechanical,2=8971/0-5-8 Max Horz 2=93(LC 7) Max Uplift 10=-1978(LC 8),2=-2570(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-19920/5613,3-4=-15015/4298,4-5=-14556/4218,5-6=-14556/4218, 6-7=-14820/4264,7-8=-17566/4986,8-9=-14265/4024,9-10=-6350/1810 BOT CHORD 2-16=-5184/18386,15-16=-5184/18386,14-15=-3911/13951,13-14=-3870/13787, 12-13=-4575/16213,11-12=-4251/15050,10-11=-125/433 WEBS 3-16=-904/3540,3-15=-5031/1441,4-15=-1300/4755,4-14=-288/1071,6-14=-349/1323, 6-13=-1260/4527,7-13=-3209/929,7-12=-679/2651,8-12=-509/1356,8-11=-7234/2098, 9-11=-4267/15139 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 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=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);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. 8)'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. 9) Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt--,1b) 10=1978,2=2570. 11)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-5-12 from the left end to 21-2-4 to connect truss(es)to back face of bottom chord. dmNtFrifigall asibilole9 where hanger is in contact with lumber. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I.7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown-and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of indi Adual 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,seeANSI/TP11 Quality Criteria,D5B-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 33610 'Job Truss Truss Type + t Qty Ply T11981346 1 14096T0 T38 Roof Special Girder 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:26 2017 Page 2 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-6JZj7wtdgYk8gdJAeOUYB4KOVcs_EY_IpOHYUaygj63 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-6=-60,6-8=-60,8-9=-60,2-10=-20 Concentrated Loads(Ib) Vert:15=-1097(B)21=-1105(B)22=-1096(B)23=-1097(B)24=-1097(B)25=-1097(B)26=-1097(B)27=-1099(B)28=-1097(B)29=-1097(B)30=-2628(B) a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mit-7473 rev.10/03/2015 BEFORE USE 1 Design valid for use only with MiTekb connectors.This design is based only upon parameters shown,and Is for an Individual building component,not �t a truss system.Before use,the building designer must verify the appllcabllty of design parameters and properly Incorporate this design Into the overall budding design. Bracing Indicated Is to prevent buckling of individual inks 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.seeANSI/lPtl Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sd.ly Inlonnalion avaliabie from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • t Qty Ply T11981347 14096T0 T39 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:28 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-2igUYcvtM9_swxTYmpXOGVPs6QbDicP1 HKmeZTygj61 1 -1-4-0 I 3-2-8 1 4-6-8 i 5-10-8 1 7-2-8 i 8-6-8 9-10-8 I 11-2-8 1 14-5-0 15-9-0 1-4-0 3-2-8 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 3-2-8 1-4-0 Scale=1:28.7 5x6= 5 4 - 6 3 r r 7 27 26 3x4 28 2 5.00 I 2 25 8 • le � 9 A. 16 15 14 13 12 11 10 3x4 4x10- 4x10 �5- 5-4 3-2-8 i 4-6-8 i 5-10-8 I 7-2-8 1 8-6-8 9-10-8 I 11-2-8 1 13-11-12 14-5-0 2-9-4 1 4-0 1-4-0 1-4-0 1 4-0 1-4-0 1-4-0 2-9-4 0-5-4 Plate Offsets(X,Y)-- [1:0-4-4,0-2-0],[1:0-5-15,0-6-01,11:0-8-6,0-0-0],[5:0-3-0,0-2-4 X9:0-4-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.15 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.20 15-16 >796 180 BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:69 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 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=530/0-3-8,9=530/0-3-8 Max Horz 1=50(LC 11) Max Uplift 1=-327(LC 12),9=-327(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-891/1059,2-3=-863/1066,3-4=-845/1066,4-5=-830/1077,5-6=-830/1077, 6-7=-845/1066,7-8=-863/1066,8-9=-891/1059 BOT CHORD 1-16=-915/796,15-16=-915/796,14-15=-915/796,13-14=-915/796,12-13=-915/796, 11-12=-915/796,10-11=-915/796,9-10=-915/796 WEBS 5-13=-503/350 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-0 to 3-7-0,Interior(1)3-7-0 to 7-2-8,Exterior(2)7-2-8 to 10-2-8 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber D0L=1.60 plate grip DOL=1.60 3)All plates are 2x4 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=327,9=327. 7)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. N V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE lit Design valid for use only with MiTek®connectors.Thls design Is based only upon parameters shown,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 possble personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • 1 Qty Ply 111981348 14096T0 140 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:29 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-W uEsmywV7T6jX52kKXSFpjy2pp?ER49BV_VC5vygj60 -1-4-0I 7-2-8 I 14-5-0 I 15-9-0 1-4-0 7-2-8 7-2-8 1-4-0 Scale=1:27.7 5x6= 3 5.00 FE 16 17 18 15 4 2 i1 _ 5 Io 6 2x4 II 3x5= 3x5= gin.4 5 q 7-2-8 6-9-4 I 13-11-12 6-9-4 It-51)b Plate Offsets(X,Y)-- 12:0-0-2,Edge),13:03-0,0-2-41,(4:0-0-2,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.44 Vert(LL) 0.08 6-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.08 6-14 >999 180 BCLL 0.0 * Rep Stress!nor YES • WB 0.10 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I 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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 i MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 2=660/03-8,4=660/0-3-8 Max Horz 2=-65(LC 10) Max Uplift 2=-428(LC 12),4=-428(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-726/827,3-4=-726/828 BOT CHORD 2-6=-638/591,4-6=-638/591 WEBS 3.6=-381/265 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi-0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 7-2-8,Exterior(2)7-2-8 to 10-2-8 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=428,4=428. 6)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. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEN REFERANCE PAGE AB-7473 rev.10/03/2015 BEFORE USE. riiii • Design valid for use only with MlIek2c connectors.this design is b:ued r'illy upon parameters shown,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 possbie personal k>My and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality ClBerta,DSB-89 and BCSI Bonding Component 6904 Parke East Blvd. Soley Inlormallon available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 4 i •a Qty Ply T11981349 14096T0 T41 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:30 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytUu7zrYxY-_4oEz1w7umFZ9FdxtEzULW UEIDKeAXIKkeFldLygj6? -1-4-0 7-2-8 14-5.0I 15-9-0 1-4-0 I 7-2-8 I 7-2-8 1-4-0 Scale=1:27.7 5x6= ....11.- 5.00 '11Y- c; r. 5.0012 14 15 a a e• 16 13 4 2 i 1 5 Io 6 3x4= 2x4 I I 3x4= 7-2-8 14-5-0 7-2-8 I 7-2-8 I Plate Offsets(X,Y)— (3:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. ( DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.37 Vert(LL) -0.04 6-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.11 6-12 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.11 Horz(TL) 0.02 4 n/a rl/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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=660/0-5-8,4=660/0-5-8 Max Horz 2=-65(LC 10) Max Uplift 2=-223(LC 12),4=223(LC 12) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-793/274,3-4=-793/274 BOT CHORD 2.6.129/661,4-6=-129/661 WEBS 3-6=0/284 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25f;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 7-2-8,Exterior(2)7-2-8 to 10-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=223,4=223. 6)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. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AN-7473 rev.10/93/1015 BEFORE USE tilt Design valid for use only with Mllek©J connectors.Ibis design Is based only upon parameters shown,and Is for an individual balding 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 possbie personal Is*zy and property damage. For general guidance regaling the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPII Quality Criteria,DS8-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tanpa.FL 33610 Job Truss Truss Type d -3 Qty Ply 711981350 1409610 T42 Common Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:32 2017 Page 1 I D:fzVrkTV7FIt3RR7yNytuu7zrYxY-xTW?0_y000VHOYnJ?f?yRLaQP1 tyeFidCykshEygj5z -1-4-0 3-5-0 7-2-8 11-0-0 14-5-0 I 1-4-0 I 3-5-0 I 3-9-8 i 3-9-8 l 3-5-0 I Scale=1:25.4 6x6 I1 4 5.0012 4x5 r- 5x8 5 3 , 4x10= 2 r ��` H 1 la 1 00011111111"-•'4x10= 9 8 7 14 15 3x6 I'' 10x12= THD26 7x14 MT2OHS I I 4x10= THD28 THDH28-3 NAILED 3-5-0 7-2-8 11-0-0 14-5-0 3-5-0 I 3-9-8 i 3-9-8 l 3-5-0 I Plate Offsets(X,Y)— [2:0-5-0,0-1-111,[6:0-11-12,0-4-111,[6:0-0-0,0-0-41,[8:0-6-0,0-6-41 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.15 7-8 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.36 7-8 >465 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.88 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:176 lb FT=20°i LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 4-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-7-4 oc bracing. BOT CHORD 2x8 SP SS WEBS 2x4 SP No.2*Except* 5-8,3-8:2x4 SP No.3 WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 6=8083/0-5-8,2=3913/0-5-8 Max Horz 2=67(LC 7) Max Uplift 6=-2263(LC 8),2=-1147(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-8640/2370,3-4=-9643/2704,4-5=-9627/2698,5-6=-18021/5058 BOT CHORD 2-9=-2145/7930,8-9=-2145/7930,7-8=-4618/16565,6-7=-4618/16565 WEBS 4-8=-1922/7025,5-8=-8146/2338,5-7=-1661/5937,3-8=-514/1157,3-9=-788/290 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. Bottom chords connected as follows:2x8-3 rows staggered at 0-2-0 oc. Webs connected as follows:2x4-1 row at 0-4-0 oc,Except member 8-5 2x4-1 row at 0-9-0 oc,member 5-7 2x4-1 row at 0-9-0 oc, member 8-3 2x4-1 row at 0-9-0 oc,member 3-9 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=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) 6=2263,2=1147. 9)Use USP THD28(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 7-0-12 from the left end to connect truss(es)to back face of bottom chord. 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 9-0-12 from the left end to connect truss(es) to back face of bottom chord. 11)Use USP THDH28-3(With 16d nails into Girder&16d nails into Truss)or equivalent at 10-11-4 from the left end to connect truss(es)to back face of bottom chord. (1.211fritiedlthiailAiote9 where hanger is in contact with lumber. I AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use oNy with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building corn foment not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorp rate 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 musses and truss systems,see-ANSI/7911 Qualify CrBerta,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Su Ite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type . Oty Ply T11981350 14096T0 T42 Common Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:32 2017 Page 2 ID:fzVrkTV7Flt3RR7yNytuu7zrYxY-xTW?O_y000VHOYnJ?f?yRLa0P1 tyeFidCykshEygj5z NOTES- 13) OTES13)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-6=-60,2-6=-20 Concentrated Loads(Ib) Vert:8=-2415(B)7=-6988(B)14=-1108(B)15=-272(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10171/20/5 BEFORE USE Design valid for use only with Wields connectors.this design is tvisecI,mly upon parameters shown,arid 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,seeANSl/Tell Qualy Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Soley Information avdiable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 4. ) I Qty Ply T11981351 14096T0 'Vol Valley 1 i 1 I i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries,Inc. Tue Sep 5 10:04:33 2017 Page 1 ID:fzVrkTV7FIt3RR7yNytuu7zrYxY-PfUNbKz0Bhd80IMWZNW BzZ6g8RQgNvjnQcTPDgygj5y 1-11-83-11-0 II 1-11-8 1-11-8 3x6= Scale=1:7.3 5.00 i 12 2 3 1 'cli y a a o io •••• • :iPO '.0'iSO'PiiPO• .•.•.•'% .P :::.:.POO•.••'•0•.•.•••O•i000.00•0•0•.••..••.•.•iO00•00:0•.••0•.•.•P•.iM.•00:0•••0•4•0•'•0•.•1•0i•.ii00•0••0•0':.•• o ii•:•i:•:, :•ii:•:•:00O0•O•:•:• POOPPJi0J.0•••00:...PPi••P::•.•O••OOi:.•'JJi00•:••OA•OOP•.���•'0.1.4.0•••:•:•:.:•:.OPPO•.•.••O•:•:•:OPO•P•9••.•00O• 2x4 2x4 C 3-10-6 3-11I-0 i 3-10-6 0-0-10 Plate Offsets(X,Y)-- (2:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a - n/a 999 BOLL 0.0 * 1 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=96/3-9-13,3=96/3-9-13 Max Horz 1=-9(LC 10) Max Uplift 1=-25(LC 12),3=-25(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opst;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. pa Design valid for use only with MITek®connectors.Ibis design Is based only upon parameters shown,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 possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems-seeANSI/1PI I Quailly Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdtable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I TrussTruss Type % 1• I Oty Ply 1 T11981352 14096T0 V02 Valley l 1 1 I Job ReferencejoVional) Inc.Building Component Supply, Jacksonville,FL-32256, 8.130 s Aug 25 2017 MiTek Industries. Tue Sep 5 10:04:35 2017 Page 1 I D:fzV rkTV 7FIt3RR7yNytuu7zrYxY-L2b70?_GjJtsFOV ugnZf2_C9F E7IroD3uwyW IZygj5w 2-10-5 2-10-5 Scale=1:8.7 2 5.00112 2x4 II rt 1 Cli i ' v 000••• O••••••••••POOOi i•OOd••PPP••••••0000 ••PO.•.X.•PPOOi i•••OOOPPOOP••••0.•0X00000• 3 2x4% 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999 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-P Weight:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 1=78/2-9-11,3=78/2-9-11 Max Horz 1=34(LC 12) Max Uplift 1=-13(LC 12),3=-28(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. paWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIh7473 rev.10/03l1015 BEFORE USE. Design valid for use only with MITek©connectors.This design k based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabilfy of design parameters and properly Incorporate this design Into the overall building design. Br-acing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fdxicatkrt storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable Corn Truss Plate Institute.218 N.Lee Street.Sutie 312,Alexandria.VA 22314. 1 Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /a 1 ( I (Drawings not to scale) Damage or Personal In u offsets are indicated. g 1 ry MEI Dimensions are in ft-in-sixteenths. j44b Apply plates to both sides of truss 1 2 3 1, Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 1 rrmoussinummi 2. Truss bracing must be designed by an engineer.For 0-/141 wide truss spacing,individual lateral braces themselves WEBS 4 may require bracing,or alternative Tor I _ c bracing should be considered. idii c 111. 3. Never exceed the design loading shown and never 4111p 1 o �� a stack materials on inadequately braced trusses. O CJ 5 C6-7 C56 4. For 4 x 2 orientation, locate videdesigner,erectionies ofthis supervisoortrussr,,sign property owner to the and plates 0-'he from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. - Connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. R PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: • The first dimension is the plate 10.Camber Is a non-structural consideration and is the • 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and s¢e,and in all respects,equal to or better than that Trusses are designed for wind loads in the plane of the specified. �� Indicated by symbol shown and/or g by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ff,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. I 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. 411kMI� reaction section indicates joint _ 1111111111111111 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. Ml!EME0 18.Use of green or treated lumber may pose unacceptable `: environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI l: 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. .1. R, a not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, FyI' a ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015