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577 COASTAL OAK LN - TRUSSES moos 4 Lumber design values in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COP)/ MiTekn RE: 14795T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Toll Brothers Project Name: . Model: The Anastasia Lot/Block: 087 Subdivision: Atlantic Beach Address: 577 Coastal Oak Lane, . City: Jacksonville 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: FBC2017/TP12014 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 55 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T12806737 B1 12/26/17 18 T12806754 T05 12/26/17 2 T128067381 EJ01 12/26/17119 T1280675511-06 12/26/17_; 3 T12806739 I EJ02 12/26/17120 T128067561107 12/26/17 4 T128067401 EJ06 12/26/17121 T1280675711-08 12/26/17 5 T12806741 1 EJ07 12/26/17122 7128067581 T09 12/26/17 6 T12806742 !GEB01 12/26/17123 T128067591 T10 12/26/17 7 112806743 HJO1 12/26/17124 712806760 I T12 12/26/17 8 T12806744 i 1-1J02 12/26/17125 T12806761 1 T13 _ 12/26/17 9 T12806745 P01 1 2/26/1 7 26 T12806762 1114 12/26/17 10 T12806746 P02 1 2/26/17127 T12806763(T16 12/26/17 11 T12806747 P03 12/26/17128 1128067641T17 ' 12/26/17 12 T12806748 PO4 12/26/17129 1128067651118 12/26/17 i 13 T12806749 P05 12/26/17130 1128067661119 - 12/26/17 14 T12806750 101 1 12/26/17131 1128067671120 - ' 12/26/17 15 T12806751 102 1 12/26/17 132 T128067681121 12/,26/17 116 T12806752 T03 1 12/26/17133 1128067691722 12/26/17 17 T12806753 104 1 12/26/17134 I T12806770'T22A 12/26/17 The truss drawing(s)referenced above have been prepared by MiTek ,��•••�v�.IUS�LFA"i,,, USA, Inc. under my direct supervision based on the parameters .� G N ,, provided by Building Component Supply. ..� •:''vi SF�'•. 4 Truss Design Engineer's Name: Lee, Julius 4869 : *: I� / � ' 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 %�: 11,1 ATE OF :�/ that the engineer named is licensed in the jurisdiction(s)identified and that the , designs comply with ANSI/TPI 1. These designs are based upon parameters '�,, .•.. 0 R 1 O P shown(e.g.,loads, rts,dimensions,shapes and given to MiTek.e Any oroojjee,and t was nific nfotormationti included accoudesign f no he preps cat stomers ���itr i ON A�� ' n of these designs. MiTek has not independently verified the applicability of the design Julius Lee PE No.34869 parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.Ft.Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: December 26,2017 Lee. Julius 1 of 2 t- RE: 14795T0 - Site Information: Customer Info: Toll Brothers Project Name: . Model: The Anastasia Lot/Block: 087 Subdivision: Atlantic Beach Address: 577 Coastal Oak Lane, . City: Jacksonville State: FL No. Seal# Truss Name Date 35 T12806771 T23 12/26/17 36 T12806772 I T24 12/26/17 37 T12806773 1125 12/26/17 38 T12806774 I T26 12/26/17 39 T12806775 I T27 12/26/17 40 T12806776 I T28 12/26/17 41 T12806777 I T29 12/26/17 42 T12806778 I T30 12/26/17 43 T128067791 T31 12/26/17 ' 44 T12806780 1132 12/26/17 45 T12806781 I T33 12/26/17 46 T12806782 1 T34 12/26/17 I 47 T12806783 I T35 12/26/17 48 712806784 I T36 12/26/17_, 49 T12806785 T37 12/26/17 50 T12806786 I T38 12/26/17 51 112806787173912/26/17 52 T12806788 1 740 ; 12/26/171 53 T128067891 V01 112/26/171 54 T12806790 I V02 ( 12/26/171 55 T12806791 I V03 1 12/26/171 OFFICE COPY 2 of 2 Job Truss Truss Type Ply T12806737 1 14795T0 B1 Flat Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:35 2017 Page 1 I D:bJQG2yxTVP3BU B_7f0VMeVywExl-rJOzyPuFDZUcSAggjGHICpxEBeEM_u5G5VPI W ay6Ual 2-4-0 2-4-0 Site=1:4.4 1 JUS24 3 2 0-8-0 I 2-4-0 0-8-0 1-8-0 LOADING(psf) SPACING- 2-0 0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 0.90 TC 0.00 Vert(LL) 0.00 1-2 >999 240 TCDL 10.0 Plate Metal DOL 0.90 BC 0.62 Vert(CT) 0.01 1-2 >999 180 BCLL 0.0 • Lumber DOL 0.90 WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Rep Stress Mu NO Matrix-MP Weight:3 lb FT=20% Code FBC2017/TP12014 LUMBER- BRACING- BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=-123/Mechanical,2=407/0-3-8 Max Uplift 1=-123(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2)*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. 3) Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 123 lb uplift at joint 1. 5)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 0-0-0 from the left end to connect truss(es)to front face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. 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=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-3=-20 Concentrated Loads(lb) Vert:3=-239(F) 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.140312015 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 Ml I;� ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems,SeeANSt/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaliabie from Truss Plate Institute,218 N.Lee Street,Suite 312.Atexandrta,VA 22314. Tampa,FL 33610 Job Truss Truss Type Otyy Ply T12806738 14795T0 EJ01 Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:37 2017 Page 1 I D:bJQG2yXTVP3BUB_7fOVMeVywExl-ni8jN5wVIAkKhUzCrhKml E0arS3_SobZZDuraTy6UaG 18-0 1-8-0 Scale=1:11.3 3 7.00 12 • 2 1 , ao 3x4 i 3x5 I I 4 1-8-0 1-8-0 Plate Offsets(X,Y)-- [1:0-2-0,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (roc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=66/0-3-8,3=44/Mechanical,4=22/Mechanical Max Horz 1=40(LC 12) Max Uplift 1=-20(LC 12),3=-40(LC 12),4=-21(LC 12) Max Gray 1=66(LC 1),3=45(LC 17),4=28(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=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;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.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 20 lb uplift at joint 1,40 lb uplift at joint 3 and 21 lb uplift at joint 4. • 9 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. Design valid for use ordy with 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 briding design. Bracing indicated Is to prevent buckling of Indivklual 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 properly damage. For general auIdance regarding the fabrication,storage,delivery,erection arid bracing of trusses and taus systems,seeANSI/lPt 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 Truss Truss Type Qty Ply TI2806739 14795T0 EJ02 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:37 2017 Page 1 1 D:bJQG2yxT V P3BUB_7fOVMeVywExl-ni8j N5wV IAkKhUzCrhKml EOZTS3gSobZZ DuraTy6UaG 2-0-0 2-0-0 Scale=1:12.3 3 7.00,12 4x5 2 1111111* o1 J> 3x5 II 4 10-3-0 I 2-0-0 0-3-0 1-9-0 _ Plate Offsets(X,Y)-- 11:0-2-15,0-0-6] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 rile n/a BCDL 10.0 Code FBC2017/1P12014 Matrix-MP I Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 3=50/Mechanical,4=30/Mechanical,1=80/0-3-8 Max Horz 1=48(LC 12) Max Uplift 3=-44(LC 12),4=-28(LC 12),1=-26(LC 12) Max Gray 3=50(LC 1),4=34(LC 3),1=80(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. Il;Exp C;Encl.,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)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)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 3,28 lb uplift at joint 4 and 26 lb uplift at joint 1. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. f>esign valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component.not r truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall t,uiiding design. [racing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek isalways 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 Cr feria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely rdotmalion available from Truss Plate institute,218 N.lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type . Qtyf Ply 712806740 14795T0 EJ06 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:38 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-Gui5aRx7W UsBJeYOPOr?gRZdssHQBFgjnteP7vy6UaF 6-0-0 6-0-0 Scale=1:24.9 3 I�1 i 7.00 12 . 12 Sao � N 4x5- ti m 2 1 a .v lcc • ►5 ►Z� 4 3x5 II -3- 6-0-0 3 5-9-0 Plate Offsets(X,Y)-- 11:0-2-0,0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.16 4-9 >433 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.14 4-9 >526 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.06 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 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. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=254/0-3-8,3=148/Mechanical,4=73/Mechanical Max Horz 1=142(LC 12) Max Uplift 1=-103(LC 12),3=-120(LC 12),4=-71(LC 12) Max Gray 1=254(LC 1),3=153(LC 17),4=104(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=25ft;B=451t;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 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.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 103 lb uplift at joint 1,120 lb uplift at joint 3 and 71 lb uplift at joint 4. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ANI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Miiek®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 applfcablity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual 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 properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PII Quality Criteria,DSB-89 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 Job Truss Truss Type r Qty Ply T12806741 14795T0 EJ07 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:39 2017 Page 1 I D:bJQG2yxTVP3BU B_7fOVMeVywExl-k5GUonymHo_1 wn7by6ME Nf6kdFaEwi4s0XNyfLy6UaE 6-6-0 6-8-0 Scale:3/8'=1' 2 7.00112 6 5 a: ro N N 3X4 II IMO 4 3x6= 3 6-8-0 I 6-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.17 3-4 >450 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.23 3-4 >327 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.26 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:25 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. REACTIONS. (lb/size) 4=255/0-5-8,2=174/Mechanical,3=81/Mechanical Max Horz 4=202(LC 12) Max Uplift 2=-142(LC 12),3=-12(LC 12) Max Gray 4=255(LC 1),2=194(LC 17),3=122(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;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)0-2-12 to 3-2-12,Interior(1)3-2-12 to 6-7-4 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 142 lb uplift at joint 2 and 12 lb uplift at joint 3. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIS-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 vedty 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 MiTele 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 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 T12806742 14795T0 GEB01 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:40 2017 Page 1 I D:py8sLaxEQ_mhi8R7EQMVRpz1 NZI-CHgs?6y0256uYxinW ptTvsewbfvDfxh?FB7VBny6UaD 3-1-11I 7- 6-1-9 1 7-0-9 I 9-1-8 10-6-0 111-2-7112-1-7 14-7-13 15-1-§ 18-3-0 3-1-11 b-5-8 2-6-7 0-11-0 2-0-15 1-4-8 0-8-7 0-11-0 2-6-7 0-s-a 3-1-11 Scale=1:30.9 4x5= 4x5= 8x12 MT2OHS= 4x5= 4x5= 5x6= 1 5x6 2 3 4 5 6 7 e (= I ° I I • ..,. • 1_ I • I ° ° e e � \ s e ( j e— o 13 12 11 10 9 5x6 2x4= 5x6= 4x5= 7x14 MT2OHS= 4x5= 2x4= 3-1-11 7- 6-1-9 7-0-9I I 1 9-1-8 10-6-0 111-2-71 12-1-7 I 14-7-13 }5-1- 18-3-0 i 3-1-11 b-5-ri 2-6-7 0-11-0 2-0-15 1-4-8 0-8-7 0-11-0 2-6-7 0-5-8 3-1-11 Plate Offsets(X,Y)-- [1:0-4-0,0-2-8],[4:0-6-0,0-4-8],[7:0-4-0,0-2-8],[9:0-2-0,0-2-8],[13:0-2-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 54.0 Plate Grip DOL 1.60 TC 0.73 Vert(LL) -0.19 11 >999 360 MT20 244/190 TCDL 5.0 Lumber DOL 1.60 BC 0.71 Vert(TL) -0.49 11 >441 240 MT2OHS 187/143 BCLL 0.0 Rep Stress lncr NO WB 0.94 Horz(TL) 0.09 8 f/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-8-0 oc bracing. REACTIONS. (lb/size) 14=1668/0-3-8,8=1668/0-3-8 Max Uplift 14=-1668(LC 3),8=-1668(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1627/1489,1-2=-2901/2900,2-3=-5057/5049,3-4=-6369/6387,4-5=-6369/6387, 5-6=-5057/5049,6-7=-2901/2900,7-8=-1627/1489 BOT CHORD 12-13.2900/2901,11-12=-5049/5057,10-11=-5049/5057,9-10=-2900/2901 WEBS 2-13=-1408/1049,3-12=-1040/721,4-11=-1307/0,5-10=-1040/721,6-9=-1408/1049, 1-13=-3137/3149,2-12=-2403/2412,3-11=-1497/1468,5-11=-1497/1468, 6-10=-2403/2412,7-9=-3137/3149 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 1668 lb uplift at joint 14 and 1668 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 9-1-8 on top chord,and 1038 lb up at 9-1-8 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 Concentrated Loads(Ib) Vert:4=-1038(F) 2)Dead:Lumber Increase=1.60,Plate Increase=1.60 ' 'Willmar]an rfaae 2 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 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. Bracfrg 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 k fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Ca6904 Parke East Blvd.tena,DSB-89 and BCSI Building Component Tampa,rEast 0 Safety Information available.from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type . QY Ply T12806742 14795T0 GEB01 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:40 2017 Page 2 ID:pyesLaxEQ_mhi8R7EQMVRpz1 NZI-CHgs?6yO256uYxinW ptTvsewbtvDfxh?FB7VBny6UaD LOAD CASE(S) Uniform Loads(plf) Vert:8-14.10,1-7=-118 Concentrated Loads(Ib) Vert:11.1038(F) 3)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:8-14=118(F),1-7=10(F) Concentrated Loads(Ib) Vert:11.1038(F) 1 V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111. 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 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informal on available from Truss Plate Institute.,218 N.Lee Street Suite 312,Alexandria VA 22314. Tampa,FL 33610 'Job Truss Truss Type d Qty' Ply T12806743 14795T0 HJO1 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:40 2017 Page 1 I D:bJQG2yxTVP3BUB_7fOVMeVywExl-CHgs?6yO256uYxin W ptTvse3kf3uf9K?FB7VBny6UaD 1-11-13 1-11-13 Scale=1:10.5 4.95 12 3 3x4 i 2 , 1 01 11 3x5 11 4 1-11-13 1-11-6 Plate Offsets(X,Y)-- [1:0-2-0,0-0-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 7 >999 240 MT2O 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=79/0-4-3,3=53/Mechanical,4=26/Mechanical Max Horz 1=33(LC 12) Max Uplift 1=-35(LC 12),3=-40(LC 12),4=-23(LC 12) Max Gray 1=79(LC 1),3=53(LC 1),4=33(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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;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.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 35 lb uplift at joint 1,40 lb uplift at joint 3 and 23 lb uplift at joint 4. 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 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 MTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrlcatkm,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/IP1I 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 T12806744 14795TO HJO2 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:42 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-8gycoo_eajMcnFsAeEwx?HkPGTlg73gI iVccGgy6UaB 2-8-7 2-8-7 Scale:V=1' 4.95 12 3 r l 4,6 2 1 11111111111. =, 4 3x5 II a3-8 2-8-7 a3 a I 2-4-15 Plate Offsets(X,Y)-- [1:0-2-0.0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.01 4-9 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=130/0-4-15,3=54/Mechanical,4=27/Mechanical Max Horz 1=45(LC 12) Max Uplift 1=-61(LC 12),3=-43(LC 12),4=-27(LC 12) Max Gray 1=130(LC 1),3=54(LC 1),4=37(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=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)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.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 61 lb uplift at joint 1,43 lb uplift at joint 3 and 27 lb uplift at joint 4. A WARNING-Verify 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 Miteke connectors.This design is based only upon parameters shown,and Is for an individual balding component,not11111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall bolding design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing Miele is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t 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-6 Ply T12806745 14795T0 P01 Piggyback 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:43 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-csV_d8?GKOUTPPRM ByRAXVGckt6gsW fSx9LAo6y6UaA 5-8-1 11-4-2 5-8-1 I 5.8-1 Scale=1:18.0 4x5 1' 5 6 7.0012 4 17 16 7 3 18 15 . 2 4111 101 111111111111h. 8 9 14 13 12 11 10 11-4-2 11-4-2 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 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-7-13. (Ib)- Max Horz 1=-77(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,2,8,14,11,13,10 Max Gray All reactions 250 lb or less at joint(s)1,9,2,8,12,14,11,13,10 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.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)1-0-2 to 4-0-2,Interior(1)4-0-2 to 5-8-1,Exterior(2)5-8-1 to 8-8-1 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,8,14,11,13, 10. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.Ills design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ilei• Is always required for stability and to prevent collapse with possible personal Wry and property damage. For general guidance regarding the 6004 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-$9 and SCSI Sulking Component 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 T12806746 14795T0 P02 Piggyback 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:44 2017 Page 1 I D:bJQG2yxTVP3BUB_7fOVMeVywExl-423NrU?u5KcK1 ZOYIfyP4ipjLGPabzPbAp5jKZy6Ua9 5-8-1 11-4-2 5-8-1 } 5-8-1 4x5 I Scale=1:21.5 3 Lb, 1 7.00 12 a Illiiiohhhhbb.s 4 25 ,n 1 Io 6 2x4= 2x4 I I 2x4= 11-4-2 11-4-2 LOADING (psf) SPACING- 2-0-0 CSI. DER. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.02 5 n/r 120 BCLL 0.0 * Rep Stress lncr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=217/9-7-13,4=217/9-7-13,6=404/9-7-13 Max Horz 2=89(LC 10) Max Uplift 2=-96(LC 12),4=-96(LC 12),6=-67(LC 12) Max Gray 2=217(LC 21),4=217(LC 22),6=404(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-6=-256/134 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24tt;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 5-8-1,Exterior(2)5-8-1 to 8-8-1 zone;C-C for members and forces&MW FRS 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.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)2,4,6. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. V WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®connectors.Ibis design 6 based only upon parameters shown,and Is for an Individual building component,not e a truss system.Before use.the building designer must verity the applicability of design parameters and 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 Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/flil Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. safety Information available from inns Prate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type , Qty j Ply T12806747 14795T0 P03 Piggyback 13 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:45 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-YEd12g0W sekBeiblJNTecwMueglAKQkJOTgGs?y6Ua8 5-5-1 10-10-2 5-5-1 5-5-1 Scale=1:20.7 4x5 II 3 7.00 fir 9 B 10 �: 7 4 2 w 5 ,? it J Ig .:.::::::❖:❖::::� ::� ::•:•::: 6 2x4= 2x4 I I 2x4 10-10-2 10-10-2 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) 0.01 5 n/r 120 BCLL 0.0 • Rep Stress lncr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:36 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 REACTIONS. (lb/size) 2=207/9-1-13,4=207/9-1-13,6=382/9-1-13 Max Horz 2=85(LC 11) Max Uplift 2=-93(LC 12),4.93(LC 12),6=-63(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=l30mph(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)0-3-11 to 3-3-11,Interlor(1)3-3-11 to 5-5-1,Exterior(2)5-5-1 to 8-5-1 zone;C-C for members and forces&MW FRS 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)2,4,6. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10103/201S 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 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/IP11 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty, Ply T12806748 14795T0 PO4 Piggyback 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:46 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywEx1-1 RB7GA19dxs2Gs9xs4_t97u5G4503tlud7agPRy6Ua7 3-9-14 7-0-5 10-10-2 3-9-14 I 3-2-7 3-9-14 Scale=1:18.4 3x6= 2x4 II 3x6— 3 4 5 10 7.00 12 9 �I n N n N 2 r 6 7 � •..........:.•.o•...0000so•.oo:�:•:�.•:•:•::•3:•:�.:�:•:•5:�.:•:�.�.:•:•:•:•S:•:�: �:�:�:•:•: •:3:•::•:::::•:•:❖:�:�:�:•:�:�:�:�:�:�:�:�:❖:❖:•:�. I� 3 ===:e'::::::.e.........e...ee.•-ss.e.00-soosssoo_asoo.aooa_s•.0-===_soo__<:-=====''''•'''•'''''''•'''''''•'''''''''''•''''' d 8 2x4— 2x4 II 2x4 10-10-2 10.10-2 Plate Offsets(X,Y)-- [3:0-3-0,0-1-12),[5:0-3-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 7 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:34 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 REACTIONS. (lb/size) 2=275/9-1-13,6=275/9-1-13,8=246/9-1-13 Max Horz 2=59(LC 11) Max Uplift 2=-119(LC 12),6=-119(LC 12),8=-39(LC 9) Max Gray 2=275(LC 1),6=275(LC 1),8=256(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-281/197,5-6=-281/197 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=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 3-9-14,Exterior(2) 3-9-14 to 7-0-5 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)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) 2=119,6=119. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE Mu-7473 rev.10,133/2015 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 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 tipsy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,05849 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 i Ply 712806749 14795T0 P05 Piggyback 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:47 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-VdIVTW 2nOF_vu0k7QnV6iLRGKUQioJ 11 snJNxty6Ua6 1-9-14 9-0-5 10-10-2 1-9-14 7-2-7 1-9-14 Scale=1:18.4 3x6= 2x4 II 3x6 7.00 I12 3 9 4 10 5 WO6 _ v, 2 7 j� d 41 1 Ig C FT2x4= 2x4 11 2x4= 10-10-2 10-10-2 _ Plate Offsets(X,Y)— [3:0-3-0,0-1-12],[5:0-3-0,0-1-12] 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 0.18 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.00 7 n/r 120 BCLL 0.0 ` Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=213/9-1-13,6=213/9-1-13,8=370/9-1-13 Max Horz 2=26(LC 11) Max Uplift 2=-83(LC 12),6=-83(LC 12),8=-138(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-8=-262/224 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;MW FRS(directional)and C-C Exterior(2)0-3-11 to 6-0-12,Interlor(1)6-0-12 to 9-0-5,Exterior(2)9-0-5 to 10-6-7 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6 except(It=1b) 8=138. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 4.44.46 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/32015 BEFORE USE. Design valid for use only with MiTek®connectors.this design is bused 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/lPl l Cuddy Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bed. Safety Information available from Truss Plate Institute.218 N.Lee Sheet Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type1 Qty Ply T12806750 14795T0 T01 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:48 2017 Page 1 ID:bJQG2yxTVP3BUB_7fOVMeVywExl-zpJths3P9Z7mW AJJ_VOLEY_TxupW XnRB5R3xTKy6Ua5 9-1-8 18-3-0 9-1-8 9-1-8 5x6= Scale=1:35.9 7 6 8 7.00 12 5 9 • 10 4 3 11 12 2 p 13 'o a 8 e a T c o �U e o- o Id 3x4 i 24 23 22 21 20 19 18 17 16 15 14 3x4 6x6= 18-3-0 18-3-0 LOADING(psi) SPACING- 2-0-0 ' CSI. DEFL- in (loc) Vdefl 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(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:107 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 REACTIONS. All bearings 18-3-0. (Ib)- Max Horz 1=-150(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,20,21,22,23,24,18,17,16,15,14 Max Gray All reactions 250 lb or less at joint(s)1,13,19,20,21,22,23,24,18,17,16,15,14 FORCES. (lb)-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.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 9-1-8,Comer(3)9-1-8 to 12-1-8 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 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,20,21,22,23, 24,18,17,16,15,14. 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 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 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPtl Quality Criteria,DSB-89 and BCSI Building Component Salty Irrlormallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type City-, Ply T12806751 14795T0 T02 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:49 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-ROtGuB31 wsFd7KuW YCYanmWZIH_PGBTKJ5oU0my6Ua4 4-2-41 9-1-8 14-0-12 18-3-0 4-2-4 4-11-4 4-11-4 4-2-4 7x6- Scale=1:37.9 4 0, 7.00 12 19 20 2x4 11 2x4 11 3 5 18 ": 21 4x5 4x5 2 6 P40.141. 11111:÷ 7 9 22 23 8 Erie 3x8 II 6x6= 4x5- 3x8 I 4-2-4I 14-0-12 18-3-0 4-2-4 9-10-8 4-2-4 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[7:0-4-7,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 0.34 Vert(LL) -0.22 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.45 8-9 >484 180 BCLL 0.0 ` Rep Stress lncr YES WB 0.20 Horz(CT) 0.02 7 rola n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-3 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 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=730/0-5-8,7=730/0-5-8 Max Horz 1=151(LC 11) Max Uplift 1=192(LC 12),7.192(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1095/317,3-4=-1194/440,4-5=-1213/451,5-7=-1099/314 BOT CHORD 1-9=-205/998,8-9=-83/609,7-8=-203/892 WEBS 4-8=-183/600,5-8=-293/227,4-9=-172/587,3-9=-285/221 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. ll;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-1-8,Exterior(2)9-1-8 to 12-1-8 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,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=192,7=192. 1 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rw.10/032015 BEFORE USE. Design valid for use only with MiTekTD connectors.this design is based only upon parameters shown,and Is for an kidMdual tuNding 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 budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MTek• is always required for stability and to prevent collapse with poss&le personal Injury and property damage. For general guldmce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl l Quality Criteria,D5849 and BCSI Building Component 6904 Padre East Blvd. Safely Informallon available from Truss Plate institute,218 N.Lee Street.Salle 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Typer Qty Ply 712806752 14795T0 T03 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:50 2017 Page 1 I D:bJ0G2yxTVP3BUB_7f0VMeVywExl-vCRe6X4fhANUlUTi5w3pJz3juhKi?eyUYIY1 YCy6Ua3 4-2-4 9-1-8 14-0-12 15-10-7 18-3-0 4-2-4 { 4-11-4 4-11-4 I 1-9-11 I 2-4-9 7x6= Scale=1:38.1 4 la ' 44411 7.00 12 16 17 2x4 11 441 2x4 11 3 5 15 11111111 7 6 = 2x4 II 4x5 i 2 t� m 1/� d iilML = Oh k m 10 16 19 9 8 3x8 1 6x6= 4x5= 4x5= 4-2-4 14-0-12 18-3-0_ 4-2-4 I 9-10-8 l 4-2-4 Plate Offsets(X,Y)-- [1:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.22 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.45 9-10 >484 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purfins, 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. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=724/0-5-8,8=724/Mechanical Max Horz 1=-132(LC 10) Max Uplift 1=-187(LC 12),8=-i94(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1089/309,3-4=-1170/432,4-5=-1113/404,5-6=-1030/282 BOT CHORD 1-10=-267/978,9-10=-145/591,8-9=-236/854 WEBS 3-10=-284/220,4-10=-172/584,4-9=-149/540,6.8=-1087/290 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;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-1-8,Exterior(2)9-1-8 to 12-1-8,Interior(1)15-10-7 to 18-1-4 zone;C-C for members and forces&MW FRS 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=Ib) 1=187,8=194. 1 V WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MWTEK 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 balding component,notla 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 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/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parka 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 Qty, Ply T12806753 14795T0 T04 Roof Special 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:51 2017 Page 1 I D:bJ QG2yxTVP3BUB_ cu 7f0VMeVywExl-NO_OJt5HSUVKNd2ufda2sBv5g6k34dn P Hb4f y6Ua2 4-2-4 9-1-8 13-10-7 18-3-0 1 4-2-4 4-11-4 4-8-15 1 4-4-9 7x6= Scale=1:38.1 4 06. 7.00 Fil 15 16 2x4 11 6x6 4x5 A1011'il 5 6 3 ,: 14 4x5 i 10, , ,.. .r illirl 'c,' 2 0 1 1.0 A 9 18 19 8 7 3x8 II 6x6= 4x10= 2x4 11 4-2-4 13-10-7 18-3-0 4-2-4 9-8-3 I 4-4-9 Plate Offsets(X,Y)-- [1:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.21 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.43 8-9 >501 180 BCLL 0.0 * Rep Stress Incr YES WB 0.38 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:102 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=724/0-5-8,7=724/Mechanical Max Horz 1=-115(LC 10) Max Uplift 1=-180(LC 12),7=200(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1097/300,3-4=-1145/424,4-5=-1066/374,5-6=-829/242,6-7=-713/253 BOT CHORD 1-9=-309/973,8-9=-187/586 WEBS 3-9=-289/220,4-9=-173/584,4-8=-116/534,5-8=-768/340,6-8=-285/1015 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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(])3-0-0 to 9-1-8,Exterior(2)9-1-8 to 12-1-8,Interior(1)13-10-7 to 18-1-4 zone;C-C for members and forces&MW FRS 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(jt=lb) 1=180,7=200. 1 0 WARNING-V.Hfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF 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,not111111. 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 Miele 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/TPI l Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.lee Street.Suite 312,Alexardfa,VA 22314. Tanya,FL 33610 Job Truss Truss Type • Qty. Ply 712806754 1479510 T05 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:52 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-rbYOW D6vDndBnd5DL5HPO8yCV?xTWIm?318c5y6Ua 1 4-2-4i 9-1-8 I 11-10-7 i 14-0-12 I 18-3-0 l 4-2-4 4-11-4 2-8-15 2-2-5 4-2-4 7x6= Scale=1:38.1 4 7.00 12 16 11%41%412 5,8= 2x4 II 4x5= 7 2x4 II j 3 15 � 4x5 i v 2 ........ pil 1.rte NO MN pla 1t7.11 10 19 20 9 8 3x8 II 6x6= 4x10= 2x4 II 4-2-4 14-0-12 18-3-0 I 4-2-4 I 9-10-8 I 4-2-4 Plate Offsets(XX)-- [1:0-3-8,Edge],[5:0-3-12,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.24 9-10 >901 240 M1-20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.51 9-10 >423 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(CT) 0.01 8 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=724/0-5-8,8=724/Mechanical Max Horz 1=154(LC 12) Max Uplift 1=-171(LC 12),8=-209(LC 12) Max Gray 1=728(LC 17),8=724(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1111/287,3-4=-1118/404,4-5=-693/245,5-6=-664/212,6-7=-664/212, 7-8=-712/264 BOT CHORD 1-10=345/968,9-10=-229/607 WEBS 3-10=-256/207,4-10=-164/551,6-9=-586/288,7-9=-299/957 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=241t;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-1-8,Exterior(2)9-1-8 to 11-10-7 zone;C-C for members and forces&MW FRS 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) 1=171,8=209. v WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/032015 BEFORE USE. -' Design valid for use only with Milek®connectors.this design Is based oNy upon parameters shown,and is for an hdlvkival 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 indMdual 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 '. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPl l Qualify Crlt.tla,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 • Oty, Ply T12806755 14795T0 T06 Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:53 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-Jn6mkZ6Y_512cxC Hn2cW xchH4u08CwNwEjmi9Xy6Ua0 6-8-0 6-8-0 Scale=1:36.1 2x4 II 3 7.00 FIT 3x4 2 3x4 i 1 rOers 1111111111111111. I 1 11 111 1 • BM7 8 6 9 6JUS24 4 _ 2x4 I I 6x6— 4x5= JUS24 JUS24 6-8-0 6-8-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-8],[2:0-1-8,0.1-8],[5:0-3-0,0-4-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.46 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017TTPI2014 Matrix-MP Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-0 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=1515/0-5-8,4=1111/Mechanical Max Horz 6=152(LC 8) Max Uplift 6=-359(LC 8),4=-406(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-896/202,1-2=-959/210 BOT CHORD 4-5=-297/804 WEBS 2-5=-299/1058,1-5=-166/878,2-4=-1149/424 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;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 100 lb uplift at Joint(s)except(jt=lb) 6=359,4=406. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-8-12 from the left end to 4-8-12 to connect truss(es)to front 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=-60,4-6=-20 Concentrated Loads(Ib) Vert:7=-708(F)8=-704(F)9=-704(F) • WARNSVG-Verily 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 MITeke connectors.lhls design Is based only upon parameters shown,and Is let In 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 MiTele is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tabricatton,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/TPl I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty, Ply I T12806756 1 14795T0 T07 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:54 2017 Page 1 ID:bJQG2yxTVP3BUB_7fOVMeVywExl-ozg9xv7AIPtvE5nTKI71UpEJPIggxGs3TMW Fhzy6Ua? 4-3-3 8-4.9i 13-4-3 I 18-3-12 22-11-10 I 27-11-0 4-3-3 4-1-6 4-11-9 4-11-9 4-7-14 4-11-6 Scale=1:49.4 NAILED 3x6= 7x10% _ _ 4x5= 2x4 NAILED 7x6 NAILED NAILED 7x10 3 19 4 20 5 21 22 6 23 24 25 7 7.00 Fir El if nn nn nn nn e I 4x5 i 1 2 P .friNstt ti4 18 n r(J $ N O 1 Te $ r0/. nnnn a nn Ill _p ►_ 13 12 11 10 26 27 9 28 29 8 4x6= 2x4 II 4x5= 8x10= 7x10= NAILED 5x6= NAILED 3x6 II THD26 NAILED NAILED 4-3-3I 8-4-9 I 13-4-3 I 18-3-12 22-11-10 27-11-0 4-3-3 4-1-6 4-11-9 4-11-9 4-7.14 4-11-6 Plate Offsets(X,Y)— [1:0-0-0,0-1-4],[3:0-6-0,Edge],[7:0-3-8,Edge],[8:0-3-0,0-0-8],[10:0-5-0,0-4-4],[11:0-5-0,0-4-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.15 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.24 10-11 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.96 Horz(CT) 0.14 18 r/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:198 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc puffins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 7-3-12 oc bracing. 7-8,7-9:2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1595/0-5-8,18=2395/0-3-8 Max Horz 1=201(LC 8) Max Uplift 1=-498(LC 8),18=-1044(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2529/812,2-3=-2432/850,3-4=-2719/1020,4-5=-3038/1185,5-6=-3038/1185, 6-7=-1946/819 BOT CHORD 1-13=838/2116,12-13=-838/2116,11-12=-772/2050,10-11=-1029/2737,9-10=-844/1997 WEBS 2-12=-257/201,3-12=-53/270,3-11=-415/1062,4-11=-686/355,4-10=-529/613, 5-10=-324/237,6-10-534/1594,6-9=-1826/866,7-9=-1131/2714,7-18=-2414/1053 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=Aft;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)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=498,18=1044. 8)Use USP THD26(With 16d nails into Girder&NASD nails into Truss)or equivalent at 18-3-12 from the left end to connect truss(es) to back 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)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 nano 2 mit A WARNAyG-Vivify 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 Miiek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bullring 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 inlay and property damage. For general guidance regaling the fabrication,storage,delivery,erection and bracing of misses and Buss systems,seeANSI/ipI l Quamly Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Informallon available from Truss Ptate Irnstihtte,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type r Qty . Ply T12806756 14795T0 T07 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:54 2017 Page 2 I D:bJQG2yxTVP3BUB_7fOVMeVywExl-ozg9xv7AIPtvE5nTKI71UpEJPIggxGs3TMW Fhzy6Ua? 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=-60,8-15=-20 Concentrated Loads(Ib) Vert:10=-1091(B)21=-114(B)22=-114(B)23=-114(B)25=-114(B)26=-61(B)27=-61(B)28=-61(B)29=-61(B) • 0 WARNING-Verify design parameters and READ NOTES ON MS AND INCLUDED MITEK REFERANCE PAGE AM7473 rev.16/1)&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 Ihis 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/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Intormatlon avallabie from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty. Ply T12806757 14795T0 TO8 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:55 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-GAEX9F8oW i?mrFLguTe_01 mXZi4Bgo7Di0FoDQy6Ua_ 5-4-1 I 10-4-9 I 16-3-5 I 22-0-4 I 27-11-0 5-4-1 5-0-9 5-10-12 5-9-0 5-10-12 Scale=1:49.5 3x6= 7x10 2x4 I I 6x6= 5x12= 4 21 22 23 5 6 24 7 . _! T • 7.00 FIT 1 4x5 20 . 3 r " rn • r" 18 6 \IN 19 4x5 i 2 0 R 12 11 25 10 26 9 8 3x8 II 2x4 II 6x6= 7x10= 4x5= 2x4 II 5-4-1j 10-4-9 I 16-3-5 I 22-0-4 I 27-11-0 5-4-1 5-0-9 5-10-12 5-9-0 5-10-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[4:0-6-0,Edge],[7:0-5-8,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.07 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.14 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.64 Horz(CT) 0.12 18 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:181 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1111/0-5-8,18=1088/0-3-8 Max Horz 1=249(LC 12) Max Uplift 1=-261(LC 12),18=-360(LC 9) Max Gray 1=1124(LC 17),18=1137(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1692/498,3-4=-1428/471,4-5=-1214/447,5-6=-1214/447,6-7=-834/288 BOT CHORD 1-12=-612/1455,11-12=-612/1455,10-11=-455/1192,9-10=-297/851 WEBS 3-11=-425/191,4-11=-56/374,5-10=-358/226,6-10=-230/554,6-9=-779/381, 7-9=-412/1192,7-18=-1141/383 NOTES- 1)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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-4-9,Exterior(2)10-4-9 to 14-7-8 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,with BCDL=10.Opsf. 5)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(ft=lb) 1=261,18=360. 1 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 MITek®connectors.This design Is bused 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 IndMdual truss web and/or chord members only.Additional temporary a d 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 fabrication,cation,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 avallabie from Truss Plate I nsBhrte.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type , Qty• Ply T12806758 14795TO T09 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:56 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-kMovMb9QH07dTPwsSAADZEJfa6Q?PAkMwg?Mksy6UZz 6-4-1 12-4-9 20-1-13 27-11-0 6-4-1 6-0-9 7-9-3 7-9-3 3x6= Scale=1:56.5 3x6 6x6 1\ 455= 5x12= 4 19 20 5 21 6 f 7.00 12 4x5 i 18 OE 3 m r; r; 4x51 1716 21°4I1N 1 �. 10 9 22 8 23 7 3x8 II 2x4 II 7x10= 4x5= 354 I I 6-4-1 12-4-9 20-1-13 27-11-0 6-4-1 6-0-9 7-9-3 7-9-3 Plate Offsets(X,Y)-- [1:0-3-8,Edgej,[6:0-5-8,0-3-0],[9:0-3-8,Edge] • LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.10 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.20 8-9 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.93 Horz(CT) 0.13 16 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-6-2 oc bracing. OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1111/0-5-8,16=1088/0-3-8 Max Horz 1=297(LC 12) Max Uplift 1=-249(LC 12),16=-365(LC 9) Max Gray 1=1117(LC 17),16=1178(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1666/461,3-4=-1300/415,4-5=-1071/418,5-6=-913/325 BOT CHORD 1-10=-617/1439,9-10=-617/1439,8-9=-325/913 WEBS 3-9=-555/240,4-9=0/326,5-9=-137/326,5-8=-683/405,6-8=-440/1224,6-16=-1181/393 NOTES- 1)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.,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-4-9,Exterior(2)12-4-9 to 16-7-8 zone;C-C for members and forces&MW FRS 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,with BCDL=10.Opsf. 5)Bearing at joint(s)16 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 1=249,16=365. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE Design valid for use only with MITek®connectors.kis 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 IndNldud truss web and/or chord members only. Additlerxri temporary and permanent bracing MiWek" is always required for stability and to prevent collapse with potable personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Cdterla,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 Oty, Ply T12806759 14795T0 T10 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:57 2017 Page 1 ID:bJOG2yxTVP3BUB_7f0VMeVywExl-CYMHaxA21 KFU5YV2OuhS6SssDW my8h4W 9KkvHIy6UZy 7-4-1 14-4-9 18-9-9 23-2-8 27-11-0 7-4-1 I 7-0-9 4-5-0 I 4-5-0 I 4-8-8 3x6= Scale=1:63.3 3x6= 6x6 112x4 II 4x5= 4x5= 7.00 Fri 4 20 5 6 21 7 6x8 i 19 t13 u«2 It.i \ 4x51141 'NNIN':' 113 0" \: .we 11 10 22 23 9 24 25 8 3x8 I 2x4 II 7x10= 4' 4x5= 7-4-1I 14-4-9 21-0-1 I 27-11-0 7-4-1 7-0-9 6-7-8 6-10-15 Plate Offsets(X,Y)-- [1:0-4-7,Edge],[10:0-4-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.07 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.16 10-11 >999 180 BOLL 0.0 * Rep Stress lncr YES WB 0.67 Horz(CT) -0.03 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:209 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-2-8(3-10);6-9-9(5-9); SLIDER Left 2x6 SP No.2 1-6-0 T-Brace: 2x4 SP No.3-6-8 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3')nails,61n o.c.,with 3jn minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1099/0-5-8,13=1117/0-3-8 Max Horz 1=345(LC 12) Max Uplift 1.231(LC 12),13=383(LC 9) Max Gray 1=1114(LC 17),13=1198(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1642/410,3-4=-1161/348,4-5=-939/366,5-6=-685/235,8-13=-354/1100 BOT CHORD 1-11=-608/1423,10-11=-608/1421,9-10=-304/805,8-9=-183/495 WEBS 3-11=0/275,3-10=-696/291,4-10=0/275,5-10=-149/392,5-9=-522/285,6-9=-213/780, 6-8=-1125/424 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=451t;L=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-4-9,Exterior(2)14-4-9 to 18-9-9 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are 3x4 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 20.0psf 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)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 1=231,13=383. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 1 v WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. NT 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 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 fabrtcatlo n,storage,delivery,erection and bracing of trusses and truss systems,SeeANSI/1PI1 Qually Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street Suite 312.Alexandria,VA 22314. Tanga,FL 33610 Job Truss Truss Type , Qty . Ply T12806760 14795T0 T12 COMMON 1 1 Job Reference(optional) 'Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:02:58 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-glvinGAgodNLii4EZbChefO9gvCAtlwfO_USpIy6UZx 3-1-8 6-4-8 3-1-8 3-3-0 4x5 II Scale=1:16.2 2 7.00 12 I�I ri la 4 ►/ 2x4 II 2x4= 3 2x4 3-1-8 6-4-8 3-1-8 3-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 4-7 >999 240 MT2O 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 3 rVa n/a BCDL 10.0 Code FBC2017/TP12014 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. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=249/Mechanical,3=252/0-3-8 Max Horz 1=-52(LC 10) Max Uplift 1=-65(LC 12),3=-64(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-308/142,2-3=-308/142 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS 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.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)1,3. 1 I WARNANG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown.and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overdl building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M ile k is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSi/1PI1 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,Alexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty, Ply T12806761 14795TO T13 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:00 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-c71 QCyCxKFd3y0EdhOE9j4TThjpuLAbyrizZtdy6UZv 12-8-8 I 1-8-0 I 4-8-83-2 6-0-8 1 7-4 -8 1 8-8-8 1 10-0-8 I 11-4-8 112-1.1 15-9-0 I 17-5-0 1-8-0 3-0-8 6-6-160-9-6 1-4-0 1- 4-0 1 -4-0 1-4-0 0-9-60-6-16 3-0-8 1-8-0 5x6= Scale=1:36.4 13 46 Ai` 15 17 8 NAILED NAILED g al 19 NAILED 7.� 12 7x10% 5x6 �` NAILED 5x6 7x10 3 • D 12 • D 4x5 i A�1 1'.0 w 1 �� a ► i`I� 4x5 2 '11011 111.41 1 I �w• 1 1 1� 1 � _ 24 0 cS a IMM\1111111 C RIMMlllla 1 iil=a1 " 'r'ITi=Iflil U to o o 3929 40 28 41 42 27 43 44 26 25 �j 3x6 HNAILED NAILED 6x8= 4x10= NAILED 4x5= 3x6 11 NAILED NAILED NAILED NAILED 1-8-0 1 5-3-2 1 8-8-8 i 12-1-14 I 15-9-0 1 17-5-0 1 1-8-0 3-7-2 3-5-6 3-5-6 3-7-2 1-8-0 Plate Offsets(X,Y)-- [1:0-2-8,0-0-7],[3:0-3-4,Edge],[22:0-3-4,Edge],[24:0-3-7,0-0-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (hoc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.05 27-28 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.06 27-28 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.17 Horz(CT) 0.02 24 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins. 3-22:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-15 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):7,12,18 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=697/0-3-8,24=662/0-3-8 Max Horz 1=-130(LC 6) Max Uplift 1=-378(LC 8),24=-295(LC 8) Max Gray 1=697(LC 1),24=681(LC 37) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-948/547,3-4=-1211/716,4-5=-705/497,5-7=-705/497,7-9=-376/241, 9-10=-376/241,10-12=-376/241,12-14=-376/241,14-16=-376/241,16-18=-376/241, 18-20=-751/402,20-21=-751/402,21-22=-1228/621,22-24=-932/428,4-6=-637/280, 6-8=-620/339,8-11=-621/384,11-13=-599/411,13-15=-585/413,15-17=-610/385, 17-19=-603/338,19-21=-622/283 BOT CHORD 1-29=-416/806,28-29.417/806,27-28=-670/1245,26-27=-566/1193,25-26=-3171745, 24-25=-322/744 WEBS 3-28=-264/461,7-27=-436/288,12-27=-211/344,18-27=-430/210,22-26=-267/480, 12-13=-324/458 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=oft;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 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=378,24=295. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)'NAILED"indicates 3-10d(0.148°x3")or 2-12d(0.148°x3.25')toe-nails per NDS guidlines. 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 Continued on neap 2 1 ► 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon p rameters shown,and Is for an Individual building component,not a truss system.Before use-the building designer must verify the applicabWily 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 MiTek" Is always required for stability and to prevent collapse with posstle 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 6904 Parke East Blvd. Safety Information avaiabie from Truss Plate Institute.216 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 !Job Truss Truss Type • Qty. Ply 112806761 14795T0 T13 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:00 2017 Page 2 I D:bJQG2yxTV P3BUB_7fOVMeVywExl-c71 QCyCxKFd3y0EdhOE9j4TThjpuLAbyrizZtdy6UZv 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=-60,21-22=-60,22-24=-60,30-34=-20,4-13=-60,13-21=-60 Concentrated Loads(Ib) Vert:29=-6(F)39=-7(F)40=-6(F)41=-6(F)42=-6(F)43=-6(F)44=73(F) 4 ► Q 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 Miele®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 budding 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 friss systems,seeANSI/1PI I 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 TI2806762 14795T0 T14 Common 1 1 ' Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:01 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-4JboPI DZ5YIwZAppFkIOGI0eO7B_4bd54yi7Q4y6UZu 4-6-0 8-8-8 12-11-0 17-5-0 4-6-0 4-2-8 I 4-2-8 4-6-0 6x6= Scale=1:36.4 4 till 7.00 12 22 2x4\\ 21 2x4„ 3 5 r `4 20 23 4x5 i 4x5 2 6 1 1✓ ` 7 .lr .Til, �, lk7.1 kMI IF � ►t 9 MI ►t 6x6= 8 3x6 II 4x5= 3x6 II 6-0-12 11-4-4 17-3-8 17T5-0 6-0-12 5-3-8 5-11-4 0-4-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-6],[7:0-3-7,0-0-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.06 8-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.05 8-18 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.31 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:90 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 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=465/0-5-8,7=279/0-5-8,8=649/0-5-8 Max Horz 1=-144(LC 10) Max Uplift 1=147(LC 12),7=-213(LC 12),8=178(LC 12) Max Gray 1=465(LC 1),7=286(LC 22),8=649(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-568/293,3-4=-543/319,4-5=-184/356,5-7=-216/329 BOT CHORD 1-9=-185/485 WEBS 3-9=-295/182,4-9=-94/416,4-8=-441/0,5-8=-295/214 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=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-8-8,Exterior(2)8-8-8 to 11-8-8 zone;porch 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 Qt=lb) 1=147,7=213,8=178. • 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/11312015 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,not1111 a truss system.Before use.the building designer must verify the appllcabeety 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 posstle personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lP11 Qualify Criteria,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 • Qty. Ply 112806763 14795T0 T16 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:02 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-ZW 9AdeDBsstnBKO0oRGdoVZmyXT9p4DFJcSgyWy6UZt 6-3-8 8-8-8 11-6-0 14-3-8 I 6-3-8 I 2-5-0 2-9-8 I 2-9-8 5x6= Scale=1:36.8 4 2x4\\ 4x5 7.0012 3 5 21 20 ♦1. 111161111111.2 iiii 6 19 r 6 4x5G ::': o 2 -----.---•-e3x8 tee----------------fr-- o 1 141101 t 8 7 4 N lail CA kt 11 K4 10 3x6 II 4x10= 2x4 I I 1,�11-11-0 I 8-8-8 I 11- a2 10!214 I 2--a s I 3-0-017-3-8 I 0-5-0 Plate Offsets(X,Y)-- [1:0-2-8,0-0-6],[6:0-4-0,0-0-14] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.10 11-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.22 11-14 >622 180 BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(CT) 0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:85 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` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-10:2x4 SP No.3,7-9:2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. All bearings 5-8-0 except(jt=length)1=0-5-8,10=0-4-8,8=0-3-8. (Ib)- Max Horz 1=121(LC 10) Max Uplift All uplift 100 lb or less at joint(s)10 except 1=-115(LC 12),6=-822(LC 22),8=-112(LC 12),6=-616(LC 1) Max Gray All reactions 250 lb or less at joint(s)6,10,7 except 1=445(LC 1),8=1352(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-637/185,3-4=-371/192,4-5=-335/172 BOT CHORD 1-11=-130/373,5-9=-616/184 WEBS 3-11=-386/223,4-11=-126/280,5-11=-20/368 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lOtmph;TCDL=5.Opsf;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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-8-8,Exterior(2)8-8-8 to 11-8-8 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.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)10 except(jt=lb) 1=115,6=822,8=112,6=822. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-74 73 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 budding 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/1PI1 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 T12806764 14795T0 T17 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:03 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-1 ijYq_EpdA?epTzCM8osLj5yBwkoYN2OXGBDUyy6UZs 6-3-8 8-8-8 11-6-0 12-5-0 17-3-8 6-3-8 2-5-0 2-9-8 0-11-0 4-10-8 5x6= Scale=1:37.0 4 2x4 \\ 5x6 18 7.00 12 5 3x4 I 17 3 # 6 x10= 7 141114. �i ter. 4x5 2 i S :! 9 ,4x10= lAr 4x5= o 1 q N mom, w Fiuse � 11 0 3x6 II 4x10= 3x4 II 8-8-8 11-6-0 17-3-8 8-8-8 2-9-8 5-9-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-6],[5:0-1-4,0-2-8],[6:0-5-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (roc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.13 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.28 11-14 >735 180 BCLL 0.0 * Rep Stress'nor YES WB 0.83 Horz(CT) 0.14 8 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 5-10:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bracing. WEBS , 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=686/0-5-8,8=686/0-3-8 Max Horz 1=121(LC 12) Max Uplift 1=-167(LC 12),8=-193(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-866/285,3-4=-747/292,4-5=-673/258,5-6=-1545/527 BOT CHORD 1-11=-277/727,10-11=-228/653,5-9=-182/503,8-9=-614/1720 WEBS 3-11=-339/202,4-11=-195/544,6-9=-564/264,6-8=-1674/603 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=24ft;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(])3-0-0 to 8-8-8,Exterior(2)8-8-8 to 11-8-8,Interior(])12-5-0 to 17-1-12 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except jjt=lb) 1=167,8=193. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ft-7473 rev.10/03/2015 BEFORE USE. 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 incorporate this design Into the overall ;� building design. [tracing Indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing Milt** lei• 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 Intormatton avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type , Qty. Ply T12806765 14795T0 T18 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:04 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-VuHx2KFROT8UQdYOwsJ5uwe6?K5wHvEYmwxn0Oy6UZr 6-3-8 8-8-8 10-5-0 11-6-0 17-3-8 6-3-8 2-5-0 1-8-8 1-1-0 5-9-8 5x6= Scale=1:37.0 4 4x5= 4x5 • 2x4\� 7 7. 0 12 ti w 3 17 • • rn '• 16 °P 4.5 • NIZ 2 4x10= I4 I 2x4 11 wr kM1 11 10 3x6 ;1 4x10= 3x4 I I 8-8-8 11-6-0 17-3-8 8-8-8 2-9-8 5-9-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-6],[6:0-2-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.12 11-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.28 11-14 >742 180 BCLL 0.0 * Rep Stress Ina YES WB 0.45 Horz(CT) 0.12 8 rVa n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Weight 101 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, BOT CHORD 2x4 SP No.2`Except* except end verticals. 6-10:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 8-0-15 oc bracing:9-10. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=686/0-5-8,8=686/0-3-8 Max Horz 1=168(LC 12) Max Uplift 1=-i56(LC 12),8=219(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-864/260,3-4=-709/267,4-5=-606/240,5-6=-563/205,6-7=-1136/438, 7-8=-613/285 BOT CHORD 1-11=-312/731,10-11=-246/629,6-9=-374/192 WEBS 3-11=-338/202,4-11=-164/454,7-9=-458/1183 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.Opsf;h=25ft;B=45ft;L=24ft;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 8-8-8,Exterior(2)8-8-8 to 10-5-0 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) 1=156,8=219. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev.10032015 BEFORE USE. mit 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Ind iccrled 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 tnns systems.seeANSI/1PI1 Qualify 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.VA22314. Tampa,FL 33610 Job Truss Truss Type Qty, Ply T12806766 14795T0 T19 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:05 2017 Page 1 I D:bJQG2yxTVP3BU B_7f0VMeVywExl-zSrJFgG39nGL2n6bUZgKQ8BHckQ10OKh?agKZry6UZq 6-3-8 9-0-0 11-6-0 17-3-8 6-3-8 2-8-8 2-6-0 5-9-8 6x6 11 4x5= 4x5= Scale=1:36.8 4 5 17 18 19 6 1111 si 7.00 III 2x4\\ 12 r �jai 6 s: 2 4x 4x5 i 10= 82x4 I I Q 1 R I Si/ ill 1i1. Y YCV *21 A 10 9 3x6 II 4x10= 3x5 II 9-0-0 11-6-0 17-3-8 9-0-0 I 2-6-0 i 5-9-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-6],[5:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.13 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.29 10-13 >714 180 BCLL 0.0 * Rep Stress Incr YES WB 0.33 Horz(CT) 0.13 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, BOT CHORD 2x4 SP No.2`Except* except end verticals. 5-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=686/0-5-8,7=686/0-3-8 Max Horz 1=216(LC 12) Max Uplift 1=-142(LC 12),7=-256(LC 9) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-862/248,3-4=-686/241,4-5=-536/226,5-6=-769/332,6-7=-614/307 BOT CHORD 1-10=-357/735,9-10=-214/482,5-8=-369/196 WEBS 3-10=-370/224,6-8=-379/872 . 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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 13-2-15 zone;C-C for members and forces&MW FRS 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=142,7=256. 1 I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.101032015 BEFORE USE. Design valid for use only with Milek®connectors.this design is based only upon parameters shown.and Is for an Individual building component,notMN 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 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 Wry 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 avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 4 Qty r Ply T12806767 14795T0 T20 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:06 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-RHOhS?Hiw50Cgxhnl HLZzLjRk8mFlgxgDEQu5Hy6UZp 5-7-12 11-0-01II1- 17-3-8 5-7-12 l 5-4-4 0-r 5-9-8 5x6% 4x5= Scale=1:42.9 4 5 17 18 19 6 7.00 12 4x5* 16 3 al II 15 4x5 i I Eimiiiiii 2 til 4x6= 1 2x4 II 9 N1 :�' N Y lr pcio 10 9 3x6 II 2x4 II 4x5= 5-7-12 11-6-0 17-3-8 I 5-7-12 I 5-10-4 I 5-9-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-6],[4:0-0-7,0-1-11],[4:0-2-1,Edge],[5:0-2-10,0-0-11),[8:0-2-0,0-2-0],[9:0-2-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.08 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.15 7-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.44 Horz(CT) 0.14 7 rola n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, BOT CHORD 2x4 SP No.2`Except* except end verticals. 5-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-3 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=686/0-5-8,7=686/0-3-8 Max Horz 1=264(LC 12) Max Uplift 1=-124(LC 12),7=-240(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-3=-930/203,3-4=-566/160,4-5=-416/189,5-6=-586/267,6-7=-614/316 BOT CHORD 1-10=-375/856,9-10=-375/856,8-9=-104/360 WEBS 3-9=-527/222,6-8=-338/734 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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 15-2-15 zone;C-C for members and forces&MW FRS 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.Ops1 on the bottom chord in 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=124,7=240. 4 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. lit Design valid for use only with Milekw connectors.This design Is based only upon parameters shown,and Is for an i ndivlduai building component.not a toss 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 MTek• 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 Bbd. Solely Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , Qty, Ply T12806768 1479510 T21 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:07 2017 Page 1 I D:bJQG2yxTVP3BUB_7fOVMeVywExl-vTy3gLHKhOW 3H5Gzb_soVZGc5Y7IUGb_Su9Rdjy6UZo 5-10-12 11-6-0 13-0-0 17-3-8 5-10-12 5-7-4 i 1-6-0 4-3-8 3x6= 4x5- Scale=1:49.6 5 17 6 3x4 II ia 4 ri i 0 7.00 12 16 4x6* m 6 3 c9 ;'i ao 15 1 4x5 i ■` 2 1 4x6= 2x4 11 0 ■4 N *1t 10 9 3x6 I I 2x4 II 4x5= 1 5-10-12 1 11-6-0 113-0-0 17-3-8 5-10-12 5-7-4 1-6-0 4-3-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-6],[5:0-4-0,0-2-4],[8:0-2-0,0-2-0],[9:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.10 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.19 7-8 >999 180 BCLL 0.0 . Rep Stress Incr YES WB 0.48 Horz(CT) 0.16 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 4-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-6 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=686/0-5-8,7=686/0-3-8 Max Horz 1=312(LC 12) Max Uplift 1=-i04(LC 12),7=-256(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-923/153,3-4=-559/113,4-5=-569/268,5-6=-555/258,6-7=-612/342 BOT CHORD 1-10=-377/884,9-10=-377/884,8-9=-111/388 WEBS 3-9=-543/223,6-8=-366/786 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;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-0-0,Exterior(2)13-0-0 to 17-1-12 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. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 1=104,7=256. • 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mil. 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 trues 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/Wl I Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tempa,FL 33610 Job Truss Truss TypeQty. Ply T12806769 I14795TO T22 Piggyback Base 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:09 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-rs4g51 JaDOmnXOQMjPvGb_LvILn7y5kHwCeYicy6UZm 5-10-12I 15-11-2 117.0-6 21-10-8 27-3-5 34-8-8 I 39-8-0 I 44-11-0 5-10-12 10-0-6 1-1- 4-10-0 5-4-13 7-5-3 4-11-8 5-3-0 Scale=1:80.1 7x6 5 2x4 I I 4x6 7.00 12 5 6 35 36 7 37 38 8 9 r� t 2X4 II 4 34 39 6x6 10 3 3 •�i � 6x8 33 • ! 11 12 22 21 �' s' ;r u�I 41 a� 0 14 2 5x12= � S�ir10= 5x12=c �� 24 23 I a n a r.. Io Io 3x6 II 2x4 II 20 19 18 15 14 3x5 I I 4x10= 2x4 I I 2x4 i I 3x8 I I 5-10-12 1 11-6-0 I 17-0-8 1712-0 21-10-8 1 26.6-8 1 34-8-8 39-8-0 44-11-0 _--1 5-10-12 5-7-4 5-6-8 04-8 4-8-8 4-10-0 8-0-0 4-11-8 5-3-0 Plate Offsets(X,Y)-- [1:0-3-7,0-0-6],[9:0-2-1,Edge],[10:0-1-12,0-2-0],[13:0-4-7,Edge],[16:0-7-8,0-4-0],[17:0-3-4,0-3-4],[20:0-2-12,0-1-8],[22:0-3-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI- DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.21 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.47 16-17 >707 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) -0.12 20 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:330 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 3-4-9 oc bracing. Except: 4-23,6-20,8-18,10-15:2x4 SP No.3 1 Row at midpt 6-21 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-19,10-17 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=651/0-5-8,20=1856/0-3-0,13=1086/0-5-8 Max Horz 1=280(LC 11) Max Uplift 1=-292(LC 12),20=-291(LC 12),13=-360(LC 12) Max Gray 1=658(LC 21),20=1915(LC 17),13=1108(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1071/512,3-4=-919/535,4-5=-1059/689,5-6=-351/423,6-7=-688/536, 7-8=-1026/615,8-9=-1027/613,9-10=-1133/612,10-11=-2434/980,11-13=-1688/655 BOT CHORD 1-24=-292/788,4-22=-391/281,20-21=-1826/432,6-21=-1183/387,16-17=-694/2050, 10-16=-190/861,13-14=-465/1355 WEBS 22-24=-305/834,5-22=-416/1000,5-21=-708/122,7-19=-1048/331,6-19=-263/1048, 17-19=-83/442,10-17=-1497/585,14-16=-520/1548,11-14=-699/314,3-22=-284/126, 7-17=-159/858,11-16=-198/652 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=45ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 15-11-2,Exterior(2) 15-11-2 to 33-7-8,Interior(1)33-7-8 to 44-11-0 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)All plates are 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=292,20=291,13=360. 1 1 la 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MIF7473 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 hdMdual 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 MWTek• 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/1W i Qualify Criteria,DSB-89 and BCSI Building Component 6904 Padre East Blvd. Safely Inlormatlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 'Job Truss Truss Type Qty, Ply T12806770 14795T0 T22A Piggyback Base 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:11 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-oFCaWjKgkdOVmiakgqxkgPRF29UEQONZN W 7emUy6UZk 17-10-8 20-6-8 23-2-8-62$5-10-8 I 5-10-12 5-10-12 I 10-0-6 1I7 0 1-4-d 21-48 44-0 1-4-31 374-5-8--38I 3-91810 I -3-0 I 1 0-10-0 1-4-0 1-4-0 1-4-0 Scale:1/8•=1 8x10= 6x8 8x10= 8x10 = 3x6= 8x10= 8x10= 2x4 I I 7x10 12x12= 12x12 = 3x6= 12 7.00 5 6 8 10 12 190 16 548 b 5 23 "24 22 . rl QS>sti r3 n a 411 Mil 6x8 i a9 \.Iiiiihhi.rx4 I d 25 c o d 3 6x8 R 4x5 i +� 48 vi •�i 12 ��, 37 36' i[7 Tag •• 4x5 Q ■ 56 57 // 27 1 0 4x5= �l�I i9 60 � 4 io 6 39 38 7x10= 5x12= o 3x6 I I 4x5= 2x4 I I 35 34 33 30 29 308 li 5x12= 3x5 II 4x10= 2x4 II 2x4 II 4x5= 5-10-12I 11-6-0 I 17-0-8 17- -0 21-10-8 I 26-8-8 1 34-8-8 39-8-0 I 44-11-0 5-10-12 5-7-4 5-6-8 0-1-8 4-8-8 4-10-0 8-0-0 4-11-8 5-3-0 Plate Offsets(X,Y)-- [1:0-3-7,0-0-6],[5:0-2-0,0-3-0],[6:0-4-0,0-2-4],[7:0-5-8,0-9-4],[8:0-1-12,0-0-0],[9:0-1-12,0-0-0],[14:0-1-12,0-0-0],[15:0-6-0,0-9-4],[23:0-4-0,0-2-4], [24:0-4-0,Edge],[28:0-4-7,Edge],[31:0.4-0,0-2-0],[32:0-3-4,0-3-4],[37:0-3-0,0-2-0] 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 0.58 Vert(LL) -0.24 31-32 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0,49 31-32 >674 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) -0.10 35 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight 359 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins. BOT CHORD 2x4 SP No.2*Except' Except: 4-38,7-35,22-33,25-30:2x4 SP No.3 1 Row at midpt 7-24 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing. Except: SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 1 Row at midpt 7-36,22-32 WEBS 1 Row at midpt 15-34,24-31 JOINTS 1 Brace at Jt(s):7 REACTIONS. (lb/size) 1=654/0-5-8,35=1850/0-3-0,28=1089/0-5-8 Max Horz 1=280(LC 11) Max Uplift 1=-281(LC 12),35=-308(LC 12),28=354(LC 12) Max Gray 1=664(LC 21),35=1961(LC 17),28=1158(LC 18) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1055/493,3-4=-893/505,4-5=-1006/637,24-25=-2535/1097,25-26=-2424/908, 26-28=-1750/645,5-7=-326/360,7-9=-678/481,9-11=-678/481,11-13.678/481, 13-15=-678/481,15-17=-1058/571,17-19=-10581571,19-21=-1058/571,21-22=-1058/571, 22-24=-1059/566 BOT CHORD 1-39=-278/793,4-37=-343/245,35-36=-1871/447,7-36=-1176/407,31-32=-215/964, 25-31=-459/299,28-29=-457/1433 WEBS 37-39=-293/848,5-37=-364/920,5-36=-720/115,7-34=-273/1066,15-34=-1049/346, 32-34=-97/493,24-32=-335/171,29-31=-502/1623,26-29=-690/291,24-31=-588/1614, 3-37.297/138,15-32=-172/949,26-31=-139/569 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=45ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 15-11-2,Exterior(2) 15-11-2 to 33-7-8,Interior(1)33-7-8 to 44-11-0 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=281,35=308,28=354. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 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.lhls design is based only upon parameters shown,and is for an individual building component,notla I a truss system.Before use.the bullring designer must verify the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bradng Mile k !, is always required for stability and to prevent collapse with possVle personal Injury and property damage. For general guidance regarding the fabrication,storage,detiery,erection and bracing of trusses and truss systems,seeANSI/iPl1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Informa■on available.from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 IJob Truss Truss Type . Qty. Ply 112806771 14795T0 T23 Piggyback Base 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:13 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-kdJKwPM5GEGD?Ok7yFzCIgW eyyE9uursggclrNy6UZi 5-10.121 15-11-2 17-3-8 22-3-6 I 27-3-5 33-0-11 38-10-2 I 44-11-0 1 5-10-12 10-0-6 1-4-6' 4-11-14 4-11-14 5-9-6 5-9-6 6-0-14 Scale=1:81.5 7x6 4x5= 2x4 I I 7x10 7.00 12 5 6 32 33 7 34 8 ie a 2101 I I 4x5 4 31 6x8 i 3 9 6x8 c} 30 ,'4x5i 7.1. 10 o 1 2 9 1• 4x5 a{ i J n 37 :i 11 g o = ' E 129 q 6 21 205x12= 4x5=l- 30 as 40 G /41 'B Ig 3x6 II 4x5= 2x4 II 17 16 15 14 13 H 3x5 II 4x10= 6x6= 6x6= 2x4 I I 3x8 5-10-12I 11-6-0 1 17-0-0 17r3-8 22-3-6 I 27-3-5 1 33-0-11 38-10-2 44-11-0 5-10-12 5-7-4 5-6-0 0.3-8 4-11-14 4-11-14 5-9-6 5-9-6 6-0-14_ Plate Offsets(X,Y)— [1:0-3-7,0-0-6],[8:0-6-0,Edge],[12:0-4-7,Edge],[19:0-3-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.08 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.15 14-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) -0.05 17 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:324 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 3-8-6 oc bracing. Except: 4-20,6-17:2x4 SP No.3 1 Row at midpt 6-18 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-16,8-16,9-15 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=666/0-5-8,17=1831/0-3-8,12=1096/0-5-8 Max Horz 1=280(LC 11) Max Uplift 1=-295(LC 12),17=-285(LC 12),12=-363(LC 12) Max Gray 1=669(LC 21),17=2011(LC 17),12=1193(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1098/518,3-4=-959/545,4-5=-1101/701,5-6=-382/432,6-7=-729/547, 7-8=-729/547,8-9=-1041/605,9-10=-1482/641,10-12=-1801/663 BOT CHORD 1-21=-299/810,4-19=-392/281,17-18=-1908/425,6-18=-1194/393,15-16=-133/711, 14-15=-331/1158,13-14=-468/1470,12-13=-467/1472 WEBS 19-21=-313/854,3-19=-271/123,5-19=-420/1012,5-18=-701/113,7-16=-329/218, 6-16=-256/1110,8-16=-618/90,8-15=-196/759,9-15=-751/319,9-14=-55/416, 10-14=-456/200 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=45ft;eave=5ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional).and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 15-11-2,Exterior(2) 15-11-2 to 33-7-8,Interior(1)33-7-8 to 44-11-0 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=295,17=285,12=363. mit t � 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/2015 BEFORE USE. 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 Incorporate this design Into the overall brlding design. Bracing indicated Is to prevent b ucldI g of indhAdual buss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always regaled for stablly and to prevent collapse with possible personal IsJrry and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPil Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from truss Plate institute.218 N.Lee Street,State 312,Alexandria VA 22314. Tampa.FL 33610 J Job Truss Truss Type , Oty. Ply T12806772 14795T0 T24 Hip 16 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:14 2017 Page 1 I D:bJOG2yxTVP3BUB_7f0VMeVywExl-Cgtj8lNj 1 YO4dAIJVyU RI I3kzMYndLhO3UMJNpy6UZh I 8-1-12I 16-0-0 I 20-11-0 I 27-2-7 I 33-0-2 I 38-9-13 I 44-11-0 i 8-1-12 7-10-4 4-11-0 6-3.7 5-9-11 5-9-11 6-1-3 7x10% Scale=1:97.8 4x5= 6x8 7.00 12 4 30 5 31 32 6 is 6x3 i 4x5 29 733 3 6x8 28 4x5 i 34 ��pp 2 4x5 °9 1 35 19 18 17 37 16 o 3x6 H 6x6= 6x6= 4x5= 1413 12 11 3x6 I 2x4 II 7x10= 2x4 I I 2x4 I I 5x6= 2x4 II 5x$777 26-2-8 8-1-12 15.0-020-11-0 2510-0 25 12 33-0-2 38-9-13 44-11-0 I 8-1-12 l 7-10-4 j 4-11-0 I 4-11-0 0-4112 l 5-9-11 I 59-11 I 6-1-3 0-2-12 0-11-15 Plate Offsets(X,Y)-- [1:0-3-7,0-0-6],[4:0-6-0,Edge],[6:0-3-4,0-2-0],[10:0-3-7,0-0-6],[15:0-5-8,0-2-12],[16:0-3-0,0-2-12] - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.09 19-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.18 18-19 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.03 16 n/a n/a BCDL 10.0 Code FBC2017/fPI2014 Matrix-MS Weight:308 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:12-13. SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 WEBS 1 Row at midpt 3-18,4-17,5-16,6-16,7-15 REACTIONS. (lb/size) 1=899/0-5-8,16=2161/0-3-8,10=550/0-5-8 Max Horz 1=282(LC 11) Max Uplift 1=-260(LC 12),16=-497(LC 12),10=-178(LC 12) Max Gray 1=959(LC 17),16=2161(LC 1),10=581(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1329/472,3-4=-711/397,4-5=-345/346,5-6=0/399,6-7=0/427,7-8=-397/240, 8-10=-750/280 BOT CHORD 1-19=-246/1268,18-19=-247/1264,17-18=-40/627,16-17=-89/306,15-16=-433/263, 11-12=-150/573,10-11=-150/575 WEBS 3-19=0/331,3-18=-809/342,4-18=-121/607,4-17=-713/174,5-17=-104/815, 6-15=-179/510,7-12=-73/433,8-12=-546/238,5-16=-1271/381,6-16=-930/311, 7-15=-778/326 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.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 16-0-0,Exterior(2)16-0-0 to 33-6-10,Interior(1)33-6-10 to 44-11-0 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(t=lb) 1=260,16=497,10=178. 1 f mum 0 WARNING-Ver11y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 ray.10/032015 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 poss9 de personal Injury and property damage. for general guidance regarding the 6904 Parke Earl Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems-seeANSI/1PI I Qualify Cr Coria,OSB-69 and SCSI Building Component Solely informatIon available from Truss Plate Institute"218 N.Lee StreetSuite 312./exandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty. Ply T12806773 14795T0 T25 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:16 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-8C?TZQOzZ9entTSidNXvNS87pAHV5FIJXorPSiy6UZf 7-1-12 14-0-0I 19-10-12 I 24-6-9 I 29-2-7 - I 33-7-8 39-1-8 I 44-11-0 7-1-12 6-10-4 5-10-12 4-7-13 4-7-13 4-5-1 5-6-0 5-9-8 Scale=1:80.2 6x6 \\ 4x10= 4x5= 6x6 0/ 7.00 I12 4 5 32 33 634 7 4x5 6x8 .- 8 3 31 ® 35 .• s+ � ® 6x8 , o 30 9 � ii 10 4x5 i m •. 36 d 1 2 4x5 S•�/ 1 - 37 38 39 14 .. 4. 1/1% Ig 19 18 17 16 15 0 3x6 2x4 II 7x10= 6x6= 4x5= 4x10= 13 12 2x4 I I 4x5= 3x6 I1 0-A-0 7-1-12 I 14-0-0 I 19-10-12 I •24-6-9 i 29-2-7 I 33-7-8 391-8 I 44-11-0 0- -0 6-10-12 6-10-4 5-10-12 4-7-13 4-7-13 4-5-1 5-6-0 5-9-8 Plate Offsets(X,Y)-- 11:0-3-7,0-0-61,[11:0-3-7,0-0-6],[14:0-5-8,0-4-01,[18:0-4-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.10 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.11 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(CT) 0.03 11 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:349 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8-13:2x4 SP No.3 WEBS 1 Row at midpt 5-17 WEBS 2x4 SP No.3 Web Brace:Length(member) 5-11-13(3-18);6-3-8(4-18);7-11-2 OTHERS 2x4 SP No.3 (5-18);6-3-8(6-16);6-3-8(7-15); SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=641/0-3-8,11=867/0-5-8,17=2085/0-5-8 Max Horz 1=248(LC 11) Max Uplift 1=-463(LC 12),11=-233(LC 12),17=-812(LC 12) Max Gray 1=680(LC 21),11=902(LC 18),17=2085(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-808/794,3-4=-322/456,4-5=-288/453,5-6=-326/234,6-7=-608/335,7-8=-675/332, 8-9=-1120/391,9-11=-1298/389 BOT CHORD 1-19=-523/623,18-19=-519/621,17-18-469/352,16-17-469/352,15-16=-50/251, 14-15=-124/894,8-14=-83/453,11-12=-249/1051 WEBS 3-19=-250/276,3-18=-613/576,4-18=-289/19,5-18=-702/847,5-17=-1965/1074, 5-16=-342/1061,6-16=-846/373,6-15=-218/650,8-15=-745/311,12-14=-249/1025, 9-14=-309/179 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=45ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 14-0-0,Exterior(2)14-0-0 to 35-6-10,Interior(1)35-6-10 to 44-11-0 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=463,11=233,17=812. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.10N3/2015 BEFORE USE. mit Design valid for use only with Welds connectors.This design is based only upon parameters shown.and Is form Individual building component,not a truss system.Before use,the building designer must verify the appllcablity 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 Inlay and property damage. For general gridance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/WP11 Quality Criteria,D58-59 and BCS1 Building Component 6904 Parke East Blvd. Safely Information avdkrble from Truss Plate Institute,218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty, Ply 112806774 14795T0 T26 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:17 2017 Page 1 ID:bJQG2yxTVP3BUB_7fOVMeVywExl cOZrmmPbKTmeUdluB528vghGradBghQSIRaz_8y6UZe I 6-1-12 I 12-0-0 I 19-10-12 I 25-6-9 31-2-7 133-7-8 I 39-1-8 I 44-11-0 6-1-12 5-10-4 7-10-12 5-7-13 5-7-13 2-5-1 5-6-0 5-9-8 Scale=1:78.7 6x6 1\ 4x10= 6x8= 6x6 // 4 32 33 5 34 6 7 7.00 FlY '' =z '.. 4x5 `,1 8 4x5 i {, 3P �1 36 6x8 Q • 30 �� i 9 °D o) 4x5 i �� ..?..4,44s436 aro 1 2 , ./ 4x5 -r ,D 38 39 19 18 37 17 16 15d 3x6 I 2x4 II 7x10= 7x6= 4x5= 4x10= 13 12 2x4 I I 4x5= 3x6 II 0-3-0 6-1-12I 12-0-0 I 19-10-12 I 25-6-9 I 31-2-7 133-7-8 I 39-1-8 44-11-0 0-3-0 5-10-12 5-10-4 7-10-12 5-7-13 5-7-13 2-5-1 5-6-0 _ 5-9-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-6],[6:0-3-4,0-3-0],[11:0-3-7,0-0-6],[14:0-5-8,0-4-0],[18:0-4-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.14 17-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.15 17-18 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.03 11 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:300 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8-13:2x4 SP No.3 WEBS 1 Row at midpt 5-17 WEBS 2x4 SP No.3 Web Brace:Length(member) 8-3-12(5-18); OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=621/0-3-8,11=852/0-5-8,17=2121/0-5-8 MaxHorz 1=215(LC11) Max Uplift 1=-447(LC 12),11=-221(LC 12),17=-839(LC 12) Max Gray 1=656(LC 21),11=891(LC 18),17=2121(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-784/783,3-4=-409/534,4-5=-325/517,5-6=-360/200,6-7=-676/329,7-8=-803/352, 8-9=-1088/361,9-11=-1279/375 BOT CHORD 1-19=-533/610,18-19=-533/610,17-18=-520/378,16-17=-520/378,15-16=0/320, 14-15=-85/848,8-14=-95/426,11-12=236/1033 WEBS 3-18=-492/449,4-18=-282/9,5-18=-743/915,5-17=-1970/1058,5-16=-359/1114, 6-16=-785/385,6-15=-219/576,8-15=-642/277,9-14=-340/187,12-14=-245/987 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.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 12-0-0,Exterior(2)12-0-0 to 37-6-10,Interior(1)37-6-10 to 44-11-0 zone;cantilever left exposed;porch left 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.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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(1t=1b) 1=447,11=221,17=839. f ' ita 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M8.7473 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 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 Wbrlcation,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Cdtr rla,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 r Ply T12806775 14795T0 T27 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:19 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-ZnhbBSRrs40MlaBH I W 4c?5mgENEuIc5ID13421 y6UZc 7-4-0 10-0-0 14-11-6 19-10-12 24-9-6 29-8-0 31-5-3 133-7-8 39-1-8 44-11-0 7-4-0 1 2-8-0 4-11-6 { 4-11-6 i 4-10-10 1 4-10-10 I1-931 2-2-5 1 5-6-0 1 5-9-8 Scale=1:81.8 5x6= 7x10% 6x6= 2x4 I I 4x10= 6x6= 9 I 4x5-- 6 7 [ 7.00 4 5 12 2xa�� ;. 34 a il/`' 10 3 36 4x5* 32 11 4x5 i 37 VI m i • 1:r .. r .. /• 125\ 16, 0 _ �; 1�m 1,"221 20 19 18 38 39 17 o 3x8 I 4x5= 7x10= 6x6= 4x10= 4x10= 15 14 2x4 I I 4x5= 3x6 11 Q 0 10-0-0 I 14-11-6 1 19-10-12 i 24-9-6 1 31-5-3 1337-81 39-1-8 1 44-11-0 0-3-0 9-9-0 4-11-6 4-11-6 4-10-10 6-7-13 2-2-5 5-6-0 5-9-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge],14:0-6-0,Edge],[13:0-3-7,0-06],[16:0-5-8,0-4-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.30 21-26 >794 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.35 21-26 >691 180 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:295 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 10-15:2x4 SP No.3 W EBS 1 Row at midpt 6-19 WEBS 2x4 SP No.3 SLIDER Left•2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=650/0-3-8,13=875/0-5-8,19=2069/0-5-8 Max Horz 1=211(LC 11) Max Uplift 1=-482(LC 12),13=-248(LC 12),19=-777(LC 12) Max Gray 1=687(LC 21),13=875(LC 1),19=2069(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-768/798,3-4=-573/804,4-5=-205/540,5-6=-205/540,6-7=-403/298,7-8=-403/298, 8-9=-883/446,9-10=-901/445,10-11=-1072/446,11-13=-1260/442 BOT CHORD 1-21=-534/587,20-21=-405/444,19-20=-568/207,18-19=-568/207,17-18=-109/649, 16-17=-166/841,10-16=-111/412,13-14=-290/1028 WEBS 3-21=-387/275,4-21=-534/448,4-20=-455/288,5-20=-321/209,6-20=-696/933, 6-19=-1950/955,6-18=-309/1181,7-18=-313/184,8-18=-663/184,9-17=-392/782, 10-17=-633/288,14-16=-297/973,11-16=-319/166 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=4571;L=45ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 10-0-0,Exterior(2)10-0-0 to 14-5-14,Interior(1)29-8-0 to 44-11-0 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=482,13=248,19=777. 1 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.700312015 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 applicablily of design parameters and properly incorporate this design into the overall binding design. Bracing indicated Is to prevent buckling of indNklud 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,DS8-89 and BCSI Building Component I 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 I • T12806776 14795T0 T28 Roof Special 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:21 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-VAoMc8S6OiH4zELfQw644W ryFBzgmTg2g3YA7vy6UZa 8-0-0 13-11-6I 19-10-12 27-8-0 31-5-3 133-7-8 39-1-8 44-11-0 8-0-0 5-11-6 5-11-6 7-9-4 3-9-3 2-2-5 5-6-0 5-9-8 Scale=1:81.8 5x6= 1 7x10% 6x6= 7 4x5 2x4 II 7x10= - 8 7.00 riT 3 4 5 6 34 d ....� 33 4x5 31 ' ^ . 4x5 G , �� 9 35 v. 2 �� v 1 `� / 4x5 so . 10 36 14 � : -_ rE 1114 I¢ 19 18 17 16 15 2x4 I I 7x10= 6x6= 4x5= 4x10= 137x10= 12 3x6 I I 3x6 Il 2x4 II 4x5= 0-3-0 8-0-0I 13-11-6 I 19-10-12 I 27-8-0 I 31-5-3 133-7-8I 39-1-8 44-11-0 0-3-0 7-9-0 5-11-6 5-11-6 7-9-4 3-9-3 2-2-5 5-6-0 5-9-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-2],[3:0-6-0,Edge],[11:0-3-7,0-0-6],[14:0-5-8,0-4-0] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.16 19-24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.16 16-17 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(CT) 0.03 11 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:280 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8-13:2x4 SP No.3 WEBS Web Brace:Length(member) 6-9-2(5-16); WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=668/0-3-8,11=888/0-5-8,17=2037/0-5-8 Max Horz 1=258(LC 11) Max Uplift 1=-440(LC 12),11=-570(LC 12),17=-1206(LC 12) Max Gray 1=699(LC 21),11=888(LC 1),17=2037(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-792/675,3-4=-382/425,4-5=-382/425,5-6=-810/770,6-7=-888/840,7-8=-911/862, 8-9=-1093/1002,9-11=-1284/1145 BOT CHORD 1-19=-500/588,18-19=-508/593,17-18=-472/413,16-17=-464/407,15-16=-631/707, 14-15=-715/872,8-14=-466/416,11-12=-886/1049 WEBS 3-19=-288/291,3-18=-358/323,4-18=-332/201,5-18=-879/991,5-17=-1878/1516, 5-16=-1212/1386,6-16=-653/449,7-15=-762/730,8-15=-602/590,12-14=-858/1001, 9-14=-273/288 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=25tt;B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 8-0-0,Exterior(2)8-0-0 to 12-5-14,Interior(1)27-8-0 to 44-11-0 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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=440,11=570,17=1206. IIIMMIN mit V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/032075 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'Huss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing indicated Is to prevent buckling of incilvkival 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 , fobrlcation,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IW I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdoble from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty• Ply T12806777 14795T0 T29 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:23 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-RYw61 pUMwJXoCYU2XL9Y9xwF9_XFEOUL8N1 HBoy6UZY 6-0-0 12-11-6I 19-10-12 I 25-8-0 I 31-5-3 133-7-8 I 39-2-6 I 44-11-0 l 6-0-0 6-11-6 6-11-6 5-9-4 5-9-3 2-2-5 5-6-14 5-8-10 Scale=1:81.7 5x6= NAILED 7 4x5 NAILED 7x10----- 7.00 g _ 7.00 12 NAILED NAILED 2x4 II NAILED 7x10= NAILED NAILED 4 NAILEDNAILED 6 4x5 4x5-i r�`�, 000,017."<x6 •w 9 1 1 / 4x5� cw o 39 40 79 41 42 43 18 44 45 46 17 -16 15 14 :. 1 10 �0 `� NAILED 2x4 I I NAILED 7x10= NAILED 7x6= 4x5= 4x10= 13 12 4x10 I NAILED NAILED NAILED NAILED 2x4 II 4x5= 3x6 II NAILED NAILED 0-�0 6-0-0 12-11-6 I 19-10-12 I 25-8-0 I 31-5-3 I33-7-81 39-2-6 44-11-0 0-5-0 5-9-0 6-11-6 6-11-6 5-9-4 5-9-3 2-2-5 5-6-14 5-8-10 Plate Offsets(X,Y)— [1:0-3-8,Edge],[3:0-6-0,Edge],[5:0-3-12,Edge],[11:0-3-7,0-0-6],[14:0-5-8,0-4-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (lac) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.25 18-19 >953 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.21 18-19 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.93 Horz(CT) 0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:261 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2"Except* TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins. 3-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-1-3 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS T-Brace: 2x4 SP No.3-5-18 8-13:2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEBS 2x4 SP No.3 (0.131'x3')nails,6in o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.3 Brace must cover 90%of web length. SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 . REACTIONS. (lb/size) 1=1161/0-3-8,11=807/0-5-8,17=2847/0-5-8 Max Horz 1=211(LC 7) Max Uplift 1=-949(LC 8),11=-277(LC 25),17=-1589(LC 8) Max Gray 1=1190(LC 17),11=896(LC 14),17=2847(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1507/1242,3-4.1130/1136,4-5=-1130/1136,5-6=-794/447,6-7=-908/405, 7-8=-845/442,8-9=-1102/450,9-11=-1294/439 BOT CHORD 1-19=-1014/1222,18-19=-1023/1234,17-18=-1076/622,16-17=-1150/664, 15-16=-272/843,14-15=-169/865,8-14=-100/407,11-12=-294/1047 WEBS 3-19=-284/443,3-18=-278/103,4-18=-793/582,5-18=-1813/2436,5-17=-2630/1466, 5-16=-436/1604,6-16=-823/345,6-15=-312/459,7-15=-291/661,8-15=-586/230, 12-14=-301/995,9-14.284/191 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.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=949,11=277,17=1589. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 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 iFontiniied on Dane 2 ter. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10103/2015 BEFORE USE. Design valid for use oily with Weld/connectors.This design is based only upon parameters shown.and is for an Fdivkdual building component,not . a truss system.Before use,the building designer must verify the applicablily of design parameters and properly Incorporate this design Into the overall Laidig design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members oily. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance reg<xding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IW I Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety hdormalton avaNabie from Truss Plate Institute.218 N.Lee Sheet,Stile 312,Alexandria.VA 22314. Tampa,FL 33610 1Job Truss Truss Type Qty. Ply T12806777 14795T0 ;T29 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:23 2017 Page 2 ID:bJQG2yxNP3BUB_7f0VMeVywExl-RYw61 pUMwJXoCYU2XL9Y9xwF9_XFEOUL8N1 HBoy6UZY LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-6=-60,6-7=-60,7-11=-60,14-20=-20,13-26=-20 Concentrated Loads(Ib) Vert:3.88(B)19=-53(B)31=-88(B)32=88(B)33=-88(B)35=-88(B)36=-88(B)37=-88(B)39=-95(B)40=-142(B)41=-53(B)42=-53(B)43=-53(B)44=-53(B) 45=-53(B)46=-53(B) • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component.not y a truss system.Before use,the building designer must verify the applicablity 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 Milt*" is always required for stability and to prevent collapse with possble personal Injury and property damage. For general gul dance regarding the fabrication,storage,delivery,erection and bracing of trusses and tnrss systems,seeANS1/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety INomrallon available from Truss Plate institute.218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,EL 33610 I Job Truss Truss Type Qty• Ply T12806778 14795T0 T30 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:25 2017 Page 1 I D:bJQG2yxTVP3BUB7f0VMeVywExl-NxQtSWcRwnWSseRfrnBOEMOjnoGiiWgdbhW OGgy6UZW 2-0-0 6:0-0 2-0-0 4-0-0 Special Scale=1:14.2 4x5— NAILED 3 13 4 7.00 12 — 4,6* If 2 1 5 62x4 II NAILED Special 14 3x5 II 10.3-01 - _ 2-0-0 6-0-0 - 0-3-0 1-9-0 4-0-0 Plate Offsets(X,Y)-- 11:0-2-0,0-0-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.19 5-6 >382 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.17 5-6 >422 180 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(CT) -0.15 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:24 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 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=270/0-3-8,4=118/Mechanical,5=115/Mechanical Max Horz 1=49(LC 8) Max Uplift 1=-173(LC 8),4=-86(LC 4),5=-100(LC 8) Max Gray 1=270(LC 1),4=118(LC 1),5=129(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 1=173. 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)89 lb down and 123 lb up at 2-0-0 on top chord,and 21 lb down and 12 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Deed+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,3-4=-60,5-7=-20 Concentrated Loads(lb) Vert:3=-0(F)6=-17(F)13=-0(F)14=-10(F) 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 MITeke 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 appllcct,llty 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 MTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabdcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANsl/1PI 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,Alexa drla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Otyr Ply T12806779 14795T0 T31 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:26 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVyWExl-s7cFfrW ECEVN30DdCUiFnZYskCbHRyfngLGxo7y6UZV 4-0-0 6-0-0 4-0-0 2-0-0 4x5= Scale=1:20.1 3 i■ 4 7.00 FT. I� 13 4x5 i m p O 2 d, " cc 1 rall# .61 6 2x4 I I 5 3x5 11 Q 3 q 4-0-0 I 6-0-0 6 3-8 3-9-0 2-0-0 Plate Offsets(X,Y)-- [1:0-1-12,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.23 6-11 >314 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.19 6-11 >383 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(CT) -0.18 4 n/a n/a BCDL 10.0 Code FBC2017TTPI2014 Matrix-MP Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=254/0-3-8,4=58/Mechanical,5=162/Mechanical Max Horz 1=97(LC 12) Max Uplift 1=-130(LC 12),4=-42(LC 8),5=-133(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-185/374 • 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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 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 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)4 except(jt=lb) 1=130,5=133. Ai WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10932015 BEFORE USE. , (H(sign valid for use only with MITek©connectors.this design k based only upon parameters shown.and Is for an individual building component,not truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall t v rrding design. Bracing indicated is to prevent buckling of IndMdual truss web aril/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possble personal injury and properly damage. For general guidance mooring the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TelI Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute.218 N.Lee Sheet,Suite 312,Alexandda,VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty• Ply T12806780 • 14795TO T32 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:28 2017 Page 1 I D:bJQG2yxTVP3BU B_7fOVMeVywExl-o W j?4XYVkr94JJ N?Kukjs_e6P?F FvhJ4Hf l2t?y6UZT 5-8-10I 11-3-8 I 13-5-13 I 19-2-10 I 21-3-0 I 25-3-0 5-8-10 5-6-14 2-2-5 5-8-14 2-0-6 4-0-0 4x6= Scale=1:58.0 5 4x5 i a 4 7.00 71 !' 4x5 6 4x5 i �� 76x6=741 2x4 I I rd 3 8 4x52 i v • i / IMMIII?:�rk�mttttttttttttttta5 atttttttttttt 111 . -12 �� 1_2- 1' 22 11 23 24 10 25 26 5x6= 1 1.14 9-L • 14 19 20 21 137x10= NAILED NAILED 4x5= NAILED 4x10 II 5x6= NAILED 4x5 II 4x10= NAILED NAILED NAILED NAILED NAILED 5-8-10 11-3-8 13-5-13 19-2-10 25-3-0 l5-8-10 I 5-6-14 I 2-2-5 I 5-8-14 l 6-0-6 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[9:0-3-0,0-3-0],[12:0-7-0,0-4-0],[13:Edge,0-3-8],[14:0-3-0,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.30 13-14 >993 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.33 13-14 >913 180 BCLL 0.0 * Rep Stress Incr NO WB 0.83 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MS Weight:175 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, 1-5:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.1 `Except` BOT CHORD Rigid ceiling directly applied or 4-11-12 oc bracing. 1-13:2x4 SP No.2,4-13:2x4 SP No.3 WEBS 2x4 SP No.3*Except* 5-11,7-9:2x6 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1639/0-5-8,9=1753/0-5-8 Max Horz 1=-177(LC 23) Max Uplift 1=-824(LC 8),9=-894(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2641/1445,3-4=-2405/1380,4-5=-1960/1203,5-6=-2014/1167,6-7=-2593/1408 BOT CHORD 1-14=-1275/2299,13-14=-170/274,12-13=-205/307,4-12=-567/953,11-12=-1120/2085, 10-11=-1217/2259,9-10=-1160/2166 WEBS 3-14=-243/266,12-14=-1130/2072,4-11=-1089/662,5-11=-1070/1757,6-11=-751/414, 6-10=-232/442,7-9=-2608/1406 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=25ft;eave=off;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.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=824,9=894. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 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 Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,5-7=-60,7-8=-60,13-15=-20,9-12=-20 Concentrated Loads(Ib) Vert:11=-135(F)19=-247(F)20=-135(F)21=-135(F)22=-135(F)23=-135(F)24=-135(F)25=-135(F)26=-194(F) 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.101032015 BEFORE USE. Nut Design valid for use oNy with Mitek®connectors.This design Is based oNy upon parameters shown,and Is for an Individual building component,riot a friars system.Before use,the building designer must verify 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 oNy.Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possA)le personal knjuy and property damage. For gener•:II guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and miss systems,seeANS1/11P11 Guilty Criteria,DSB-69 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 T12806781 14795T0 T33 Jack-Closed 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:28 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-oWj?4XYVkr94JJN?Kukjs_eAK?M2vtD4Htl2t?y6UZT 6-3-0 6-3-0 Scale=1:26.2 3 4 2x4 II al 7.00 12 12 4x5 i 11 2 1 it•A 1 6 3x6 I I 5 2x4 II 6-3-0 1 6-3-0 Plate Offsets(X,Y)— [1:0-3-0,0-0-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.10 6-9 >692 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.16 6-9 >456 180 BOLL 0.0 . Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 1 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:29 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 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=239/0-5-8,6=250/Mechanical Max Horz 1=148(LC 12) Max Uplift 1=8(LC 12),6=-i21(LC 12) Max Gray 1=239(LC 1),6=269(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3.283/108 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;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-3-0 zone;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)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) 6=121. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032075 BEFORE USE. hit 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 incorporate this design into the overall building design. Bracing Indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. ts always required for stablity 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/WfI Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd- Safety Information avoUabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Oty• Ply T12806782 14795T0 T34 MONOPITCH SUPPORTED 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:29 2017 Page 1 I D:bJQG2yxTVP3BUB_7fOVMeVywExl-GiHNHtY7V9HxwTyCucFyPCASLPpCeKnDW J UbPSy6UZS 6-3-0 I 6-3-0 Scale=1:22.4 5 • 4 7.00 12 2 3 • r;1] I 111 9 8 7 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 ria n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:33 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 6-3-0. (lb)- Max Horz 1=145(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,7,8,9 Max Gray All reactions 250 lb or less at joint(s)1,6,7,8,9 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=2ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 6-1-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7,8,9. 1 mg, 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. 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 Incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary,rnd 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 fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely information avcicble from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria,VA 22314. Tampa.FL 33610- Job Truss Truss Type , Qty. Ply T12806783 14795T0 T35 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:30 2017 Page 1 I D:bJQG2yxTVP3BUB7f0VMeVywExl-kvrmVDZIGTPoYdXORJnBxPja?p?rNm3MIzE9xuy6UZR 3-7-0 0-0I 3-7-0 0.5-0' Scale=1:24.9 2 7.00 12 3x4 1 r: i 1 1 SII 5 3 4 NAILED 3x4= 2x4 II 2-0-0 4-0-0 2-0-0 2-0-0 Plate Offsets(X,Y)-- 11:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI- DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.05 3-4 >977 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.07 3-4 >658 180 BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins, 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. REACTIONS. (lb/size) 4=260/0-5-8,3=267/Mechanical Max Horz 4=154(LC 8) Max Uplift 4=-39(LC 4),3=-199(LC 8) Max Gray 4=260(LC 1),3=302(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;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 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)4 except(jt=lb) 3=199. 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=-60,3-4=-20 Concentrated Loads(Ib) Vert:5=-230(B) V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Milek®connectors.Ihis 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 Indlvklual 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 initly and properly damage. For general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and tnrss systems.seeAN31/TPI I Quality Criteria,058-89 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 112806784 14795T0 T36 Jack-Closed 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:31 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-C5P8iZaN 1 mXfAn6a?1 IQUdGmI DSg6D_W zdzi UKy6UZQ I 4-0-0 I 4-0-0 Scale=1:26.1 2 3 700 2x4 I I 12 7 51 . 3x4 1 ch11wok 11 5 6 3x4=4 2x4 II 4-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-8],[5:0-1-8,0-1-8] - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 5 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:27 lb 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. REACTIONS. (lb/size) 6=143/0-5-8,5=155/Mechanical Max Horz 6=157(LC 12) Max Uplift 5=-140(LC 12) Max Gray 6=143(LC 1),5=194(LC 17) 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.Opsl;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0 zone;end vertical left 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.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 Ot=lb) 5=140. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10/03/2016 BEFORE USE. 1611 Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall buldirrg design. &acing indicated is to prevent heckling 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 properly damage. For general guidance regarding the fabricatk)n,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/IDI I Quality Criteria,05849 and BCSI Building 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 T12806785 14795T0 T37 Jack-Closed 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:31 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-C5P8iZaN 1 mXfAn6a?1 IQUdGmI DSg6DC W zdzi UKy6UZQ • 4-0-0 4-0-0 2x4 I I Scale=1:21.0 3 2 7.00112 7 3x4 1 4. 1�1 mss, 1J • I1 5 62x4 II 3x5=4 4-0-0 4-0-0 Plate Offsets(X,Y)— [1:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:24 lb 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. REACTIONS. (lb/size) 6=143/0-5-8,5=155/Mechanical Max Horz 6=124(LC 12) Max Uplift 5=-101(LC 12) Max Gray 6=143(LC 1),5=176(LC 17) 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;TCOL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0 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 Qt=lb) 5=101. 1 ► 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.10/03/2015 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 verify the applicability of design parameters and properly Incorporate this design Into the overall bxlding design. Bracing indicated Is to prevent budding 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 BCSI Building Component 6904 Parke East Blvd. Safety Information avertable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty r Ply T12806786 14795TO T38 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:32 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-gHzW wub?o4fW nxgnZkpf0goxldmjrgkfCHjGOny6UZP 2-8-9 4-0-0 2-8-9 1-3-7 Scale=1:17.1 2 3 356 I 7.00 RI .m 3.41....- 40•1M111111 a c4 I I f, 6 4 NAILED 5 3x4= 2x4 I i 2-8-9 4-0-0 2-8-9 1-3-7 Plate Offsets(X,Y)-- [1:0-1-12,0-1-8],[2:0-3-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loo) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.03 Horz(CT) -0.00 4 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:23 lb 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. REACTIONS. (lb/size) 5=210/0-5-8,4=214/Mechanical Max Horz 5=96(LC 8) Max Uplift 5=-46(LC 8),4=-118(LC 8) Max Gray 5=210(LC 1),4=218(LC 25) 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.Opsf;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)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 100 lb uplift at joint(s)5 except(jt=lb) 4=118. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 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:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:6=-127(F) V 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 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 kldMdud truss web and/or chord members only.Addllonal temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal k zy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DS$-89 and SCSI sutiding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Iii Job Truss Truss Type . Qtyr Ply T12806787 14795T0 T39 Jack-Closed 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:33 2017 Page 1 ID:bJQG2yxTVP3BU B_7f0VMeVywExl-8TXu7EbdZOnNP4Fz7SKuZ2L73087a7SpRxSpYDy6UZO 3-8-0 3-8-0 Scale=1:17.2 2x4 11 4 40717.00 1 101.42411 6 ,/ 3x5 11 5 2x4 II 3-8-0 I 3-8-0 Plate Offsets(X,Y)— [1:0-2-0,0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 6-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=135/0-5-8,6=147/Mechanical Max Horz 1=86(LC 12) Max Uplift 6=76(LC 12) Max Gray 1=135(LC 1),6=160(LC 17) 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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-8-0 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 100 lb uplift at joint(s)6. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1.7473 rev.1010312015 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 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 cn d permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal i luy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of fusses and truss systems,see-AM/Tell QuaYly Criteria,05849 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 • a Qty r Ply T12806788 1479510 T40 MONOPITCH GIRDER 1 1 • Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:34 2017 Page 1 ID:bJQG2yxTVP3BUB_7fOVMeVywExl-dg5GLacGKhvE1 Eg9g9r75FuJ3QWFJa_ygbCM4fy6UZN 38-0 3-&0 2x4 II 3 Scale 1:15.1 7.00;12 2x4 11 2 1 a 5 4 2x4 i 2x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=72/3-8-0,4=18/3-8-0,5=180/3-8-0 Max Horz 1=83(LC 12) Max Uplift 4=-8(LC 12),5=-81(LC 12) Max Gray 1=72(LC 1),4=19(LC 17),5=191(LC 17) 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=2ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 3-6-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5. 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-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 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 B-4sy and property damage. For general guidance regarding rding the kXxk:atkm,storage,delivery,erection and bracing or trusses and truss systems.SeeANSI/1PI1 CuaYy CrBeda,DSS-89 and SCSI Building Component 6904 Parke EW Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T12806789 14795T0 VO1 Roof Special 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:35 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywEld-5sffYwdu5?15eOPMEtMMeTQUngs821 B6uFxwd5y6UZM 1-4-0I 2-8-0 I 4-0-0 5-4-0 I 6-8-0 10-5-4 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 3-9-4 3.00 Fi 6 m II d Scale=1:27.0 5 111114 • 3 14 � Y � 2 0■ 1 + 8 P NI el• 9 1101 . el 10 7.00'12 11 ii 12 13 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 10-5-4 1-4-0 1-4-0 I 1-4-0 1-4-0 I 1-4-0 I 3-9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 7 n/a n/a BCDL .10.0 Code FBC2017/TP12014 Matrix-S Weight:49 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 6-0-0 oc bracing. REACTIONS. All bearings 10-4-6. (Ib)- Max Horz 13=105(LC 8) Max Uplift All uplift 100 lb or less at joint(s)7,12,11,10,9,8 Max Gray All reactions 250 lb or less at joint(s)13,7,12,11,10,9,8 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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-5-13 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,12,11,10,9,8. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)13,7,12,11,10,9,8. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. lilt 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 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 teas system.Before use,the building designer must verify 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 aid/or chord members only.Addlhlon l temporary and permanent bracing M iTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general gnldance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lM 1 Quality Criteria,058-69 and SCSI Bulling Component 6904 Parke East Blvd. Safety Info/malton avauable.from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 [Job Truss Truss Type • ty. Ply f TI2806790 14795T0 V02 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:36 2017 Page 1 ID:bJOG2yxTVP3BU B_7f0VMeVywExl-Z2C 11GeW sJAyGY_YoaubBgzeiEBOmT2F7vhT9Yy6UZL 7-1-5 15-1-0 7-1-5 I 7-11-11 I 5x6= Scale:3/8'=1' 6 7.00 I 5 ell : 8 25 4 26 3 � 1 9 27 • 2 10 at r i 11 111111111 iii 12 rID N w w w w w w w w PI 11111111111i it le PI PI 24 23 22 21 20 19 18 17 16 15 14 13 15-1-0 I 15-1-0 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-1-0. (Ib)- Max Horz 24=123(LC 11) Max Uplift All uplift 100 lb or less at joint(s)24,20,21,22,23,18,17,16,15,14 except 13=-109(LC 11) Max Gray All reactions 250 lb or less at joint(s)24,13,19,20,21,22,23,18,17,16,15,14 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.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-5,Interior(1)3-1-5 to 7-1-5,Exterior(2)7-1-5 to 10-1-5 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)24,20,21,22,23, 18,17,16,15,14 except(jt=1b)13=109. A WARNING-Verify 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 Mllek®®connectors. s 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 Ns building design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing M(Te k • Is always required fa stability and to prevent collapse with possble personal l injury and property damage. For general gtddmce 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 IMormallon available from Truss Plate Institute,218 N.Lee Street,Sete 312,Alexandra,VA 22314. Tampa.FL 33610 i Job Truss Truss Type r Iro Ply T12806791 14795T0 V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 22 07:03:37 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-1 FmPzcf8dcl puiZkMH PgjuW o7eW UVw9OMZQ1 h_y6UZK 7-1-5 15-1-0 7-1-5 7-11-11 5x6= Scale:3/8'=1' 3 7.00 12 11 2x4 II 10 2x4 II 2 4 12 2x4 II5 11All Id 9 8 7 6 3x4 2x4 H 2x4 II 2x4 II 2x4 II 15-1-0 15-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 I Matrix-S Weight:63 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-1-0. (lb)- Max Horz 9=125(LC 11) Max Uplift All uplift 100 lb or less at joint(s)9,5 except 8=-149(LC 12),6=-169(LC 12) Max Gray All reactions 250 lb or less at joint(s)9,5 except 7=260(LC 1),8=349(LC 17),6=401(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-8=-307/207,4-6=-349/227 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.Opsf;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 3-1-5,Interior(1)3-1-5 to 7-1-5,Exterior(2)7-1-5 to 10-1-5 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.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)9,5 except(jt=lb) 8=149,6=169. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®connectors.Ibis design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the bullring designer must verify the applicability of design parameters and property incorporate this design into the overall bring design. Bracing indicated is to prevent bidding 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 k1Kry and properly damage. For general guidance regarding the fobdcation,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 available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System ! A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 I (Drawings not to scale) Damage or Personal Injury rail! Dimensions are in ft-in-sixteenths. milk 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 O_1/1g, 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 4 may require bracing,or alternative Tor I i � ILAI bracing should be considered. 41110p 0 3. Never exceed the design loading shown and never O stack materiels on Inadequately braced trusses. 4. Provide copies of this truss design to the building c�$ ,,e designer,erection supervisor,property owner and For 4 x 2 orientation, locate BOTTOM CHORDS all other interested parties. plates 0-1rra' from outside 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. a "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber :in, shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 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 ore minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that 1, Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the specified. truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II 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. • =1# reaction section indicates joint 111111111.111 number where bearings occur. 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. Ell INN fe 18.Use of green or treated lumber may pose unacceptable =. environmental,health or performance risks.Consult with Industry Standards: project erigineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone mill DSB-89: Design Standard for Bracing. ® is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ' e k ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015