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172, 176, 180 SANDY BEACH LN - TRUSSES -- ® Lumber design values are in accordance with ANSI/IPI 1 section 6.3 OFFICE ÔhOStSS designs rely on lumber values established by others. MiTekg' RE: 1213864 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Habitat for Humanity Project Name: 1213864 Model: Triplex A Lot/Block: 172,176,180 Subdivision: N/A Address: 172,176,and 180 Sandy Beach Lane City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Michael G. Holder License #: 16215 Address: 44161 Woodridge Dr City: Callahan State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: 55.0 psf This package includes 46 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rutes:..'1F��' = - Truss Name Date No. Se1 al# 0721 CJ01 9/15/17 18 71203 i5 ,t l " ` her'', reviewed for Truss Name Date No. Seal# Pawn , stamr is . CST^TV' Mi Z^, 1 of the <.r-,� t ��na n r F -n.h t 2 T12030722 CJO2 9/15/17 19 T12030739F09j 9/15/17 r and th' y' .'`' - n "r �r,1 ntifird 13 1T120307231CJ03 19/15/17 120 IT120307'4O'IFt0c acknowled g/1pors not t " ' r''` :r:ciroer's 4 T12030724 CJO4 9/15/17 21 T12037MT ' 1e' a'''O`'�'`` j " pr in , s r sato doCJ n nor relieve 5 T12030725 CJO5 9/15/17 22 T1203 } 12f tom errors c+9/15/17,Isi ns Iwith;n the same. 16 1T12030726 I CJ06 1 9/15/17 123 1 3Pt�o'4�1VED ❑d �/Eb t�S NOTED ■ NOT,*. PROVED 7 112030727 CJO7 9/15/17 124 T1203 4 �Y 9/1 17 18 1T12030728 1 EJ01 1 9/15/17 125 1T12030745 1F15 1 9/15/17 I / 17 19 17120307291 EJ02 1 9/15/17 126 1 T12039461 F16 ;,-1 9/15/17 1 , 110 I T120307301 EJ03 1 9/15/17 127 1 T120307471 F17. ' 19/15/17 1 111 1 T12030731 1 F01 1 9/15/17 128 1 T120307481 F18 1 9/15/17 12 T12030732 F02 9/15/17 129 T12030749 f19 9/15/17 113 1 T120307331 F03 1 9/15/17 130 1T120307501 F20 19/15/17 1 114 1 T120307341 F04 1 9/15/17 131 1T12030751 1 F21 19/15/17 1 115 T120307351 F05 9/15/17 132 T120307�5Z E2R , , , - .19/15/17 ill „, Y- ! r 16 T12030736 F06 9/15/17 33 [T12030753 FIJ01 9/15/17 117 1 T120307371 F07 1 9/15/17 134 1712 7 41 i tJ v L9./),5/17 41 1 it 11' '....--L,-.) 1 1` ,'1 ,s, gy .:” .;4 e.W.iitiC ter. .._-5 _ .da.cxF.....,,Lrr The truss drawing(s)referenced above have been prepared by �.``��ER 'P.���!'ie MiTek USA, Inc. under my direct supervision based on the parameters ,%` p..\-,........ '%, 'e,, provided by Builders FirstSource-Jacksonville. %,%•_,p.\.- ��C E N S• 4/ , Truss Design Engineer's Name: Finn, Walter No 22 My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE: The seal on these truss component designs is a certification ' that the engineer named is licensed in the jurisdiction(s)identified and that the O'.• STATE OF ::,.4/:::• designs comply with ANSI/TPI 1. These designs are based upon parameters '• T -4 O P.-..••• : shown(e.g.,loads,supports,dimensions,shapes and design codes),which were 1,,K.\, . O R (j.`%• ffiilerefn erence purpose MiTek. Any ponlyy,,and was nott specific takenon included is into account inor MiTek's the preparation ofe� i,'i'S��N A�E?%`‘ these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Walter P.Finn PE No.22839 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: September 15,2017 Finn,Walter 1 of 2 RE: 1213864 - Site Information: Customer Info: Habitat for Humanity Project Name: 1213864 Model: Triplex A Lot/Block: 172,176,180 Subdivision: N/A Address: 172,176,and 180 Sandy Beach Lane City: Duval State: Florida [No. Seal# Truss Name Date 135 1 T12030755 1 HJO3 9/15/17 1 [6 1T12030756 T01 9/15/17 137 1T12030757 T02 19/15/17 [38 1T12030758 TO3 9/15/17 _1 139 1T12030759 T04 9/15/17 140 1T12030760 T05 9/15/17 141 1T12030761 T06 9/15/17 142 1T12030762 T07 9/15/17 143 JT12030763 T08 9/15/17 144 1712030764 T09 9/15/17 1 145 1T12030765 T10 9/15/17 46 1 T120307661 T11 19/15/17 I 2 of 2 MI ail Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 1213864- MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Habitat for Humanity Project Name: 1213864 Model: Triplex A Lot/Block: 172,176,180 Subdivision: N/A Address: 172,176,and 180 Sandy Beach Lane City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Michael G. Holder License#: 16215 Address: 44161 Woodridge Dr City: Callahan State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: 55.0 psf This package includes 46 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T12030721 CJO1 9/15/17 18 T12030738 F08 9/15/17 2 T12030722 CJO2 9/15/17 19 T12030739 F09 9/15/17 3 T12030723 CJO3 9/15/17 20 T12030740 F10 9/15/17 4 T12030724 CJO4 9/15/17 21 T12030741 F11 9/15/17 5 T12030725 CJO5 9/15/17 22 T12030742 F12 9/15/17 6 T12030726 CJO6 9/15/17 23 T12030743 F13 9/15/17 7 T12030727 CJO7 9/15/17 24 T12030744 F14 9/15/17 1_8 T12030728 EJ01 9/15/17 25 T12030745 F15 L9/15/17 9 T12030729 EJO2 9/15/17 26 T12030746 F16 9/15/17 10 T12030730 EJO3 9/15/17 27 T12030747 F17 9/15/17 11 112030731 F01 9/15/17 28 T12030748 F18 9/15/17 12 T12030732 F02 9/15/17 29 T12030749 F19 9/15/17 13 T12030733 F03 9/15/17 30 T12030750 F20 9/15/17 14 112030734 F04 9/15/17 31 T12030751 F21 9/15/17 15 112030735 F05 9/15/17 32 T12030752 F22 9/15/17 116 T12030736 F06 9/15/17 33 T12030753 HJO1 9/15/17 17 T12030737 F07 9/15/17 34 T12030754 HJO2 9/15/17 The truss drawing(s)referenced above have been prepared by ,`.t��►titttttttf1� MiTek USA, Inc. under my direct supervision based on the parameters s�� P�,"CER•.:, F144. provided by Builders FirstSource-Jacksonville. `�.`•• .: CENSF. • . Truss Design Engineer's Name: Finn, Walter No 22839 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 7;13,1 •`�: that the engineer named is licensed in the jurisdiction(s)identified and that the � STATE OF :u/. designs comply with ANSI/TPI 1. These designs are based upon parameters *.:•• ,�` A,����` shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��i � •. O R t b. � ��� given to MiTek. Any project specific information included is for MiTek's customers �isSj••.•••••�C\ �•• file reference purpose only,and was not taken into account in the preparation of ei,tt0N NM- ��"% these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Walter P.Finn PE No.22839 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.R Cod 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL33610 Date: September 15,2017 Finn, Walter 1 of 2 r RE: 1213864 - Site Information: Customer Info: Habitat for Humanity Project Name: 1213864 Model: Triplex A Lot/Block: 172,176,180 Subdivision: N/A Address: 172,176,and 180 Sandy Beach Lane City: Duval State: Florida No. Seal# Truss Name Date 35 T12030755 HJO3 9/15/17 36 T12030756 T01 9/15/17 37 T12030757 102 9/15/17) 38 T12030758 103 9/15/17 L9 jT12030759 104 9/15/17 40 T12030760 105 9/15/17 41 T12030761 106 9/15/17 42 T12030762 T07 9/15/17 43 T12030763 T08 9/15/17 44 T12030764 109 9/15/17 45 T12030765 T10 9/15/17 46 T12030766 T11 9/15/17 2 of 2 Job Truss Truss Type Qty Ply 712030721 1213864 CJ01 Jack-Open Truss 8 1 1� Job Reference(optional) Builders FirstSourie, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc.Fri Sep 15 07:15:18 2017 Page 1 ID:_8kM Q Og I CcvBYV7m4?iycC yToxk-_G KtEgXnJbbE6uQ4trXJ2oBZdMogi5jOzS b8rhydTWt -2-0-0 i 1-0-0 2-0-0 1-0-0 Scale=1:6.9 3 4.00 12 2 3x4= 1-0-0 1-0-0 Plate Offsets(X,Y)— 12:0-1-6,Edgel 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 0.33 Vert(LL) 0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) 0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=269/0-5-8,4=95/Mechanical Max Horz 2=70(LC 8) Max Uplift 2=-303(LC 8),4=-95(LC 1) Max Gray 2=269(LC 1),4=125(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.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 303 lb uplift at joint 2 and 95 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 1 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,D5B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030722 1213864 CJO2 Jack-Open Truss 8 1 f Job Reference(optional) Builders FirstSource. Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:18 2017 Page 1 ID:_8kMQOglCcvBYV7m47iycCyToxk-_GKtEgXnJbbE6uQ4trXJ2oBZ8Mgbi5jOzSb8rhydT Wt -2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:10.3 3 I 4.00 12 us N O 2 4 2x4 = 1 3-0.0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=29/Mechanical,2=254/0-3-8,4=14/Mechanical Max Horz 2=97(LC 8) Max Uplift3=-36(LC 12),2=-232(LC 8) Max Gray 3=29(LC 1),2=254(LC 1),4=42(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.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 36 lb uplift at joint 3 and 232 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. / I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Duality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030723 1213864 CJO3 Jack-Open Truss 8 1 I Job Reference(optional) Builders FirstSouF e, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:19 2017 Page 1 I D:_8kMQ Og I CcvBYV7m4?iycCyToxk-TS u FROYQ4uj 5j2?G RY2Ya?kkumBYRYyYB6LhO7ydT Ws -2-0-0 5-0-0 2-0-0 5-0-0 Scale=1:13.7 3 7\ J 4.00 12 w 2 (l 6 1 2x4= 4 5-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.06 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=102/Mechanical,2=299/0-3-8,4=24/Mechanical Max Horz 2=132(LC 8) Max Uplift3=-99(LC 12),2=-240(LC 8) Max Gray 3=102(LC 1),2=299(LC 1),4=72(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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 99 lb uplift at joint 3 and 240 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. t I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mut 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 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 possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPIl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030724 1213664 CJO4 JACK-OPEN TRUSS 4 1 v Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 07:15:19 2017 Page 1 I D:_8kMQ Og ICcvBYV7m4?iycCyToxk-TSuFROYQ4uj5j2?GRY2Ya?kklmB7RYyYB6LhO7ydTWs -2-0-0 1-0-0 2-0-0 1-0-0 Scale=1:11.5 3 4.00 12 2x6 I to 2 11 1 ut o 5 11111111.. 6 4 2x4 I I 1-0-0 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=302/0-5-8,3=104/Mechanical,5=-25/Mechanical Max Horz 6=60(LC 9) Max Uplift6=-272(LC 8),3=-104(LC 1),5=-25(LC 1) Max Gray 6=302(LC 1),3=104(LC 8),5=11(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=268/378 NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 272 lb uplift at joint 6,104 lb uplift at joint 3 and 25 lb uplift at joint 5. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 4 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030725 1213864 CJO5 JACK-OPEN TRUSS 4 1 e . Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:20 2017 Page 1 I D:_8kMQ Og I Ccv BYV7m4?iycCyToxk-xeSdeLY2rCryLCaT?FZn7 C GwQ9UmA?C h Q m 4EwZydT Wr -2-0-0 1-6-0 2-0-0 1-6-0 Scale=1:7.1 3 3.00 F12- 2 1 4 2x6= 1-6-0 1-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) 0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Inc( YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=240/0-5-8,4=34/Mechanical Max Horz 2=61(LC 8) Max Uplift 2=-258(LC 8),4=-34(LC 1) Max Gray 2=240(LC 1),4=53(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.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 258 lb uplift at joint 2 and 34 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 1 1 Q WARNING-Verify design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Crkeria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030726 1213864 CJO6 JACK-OPEN TRUSS 4 1 e Job Reference(optiona) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15-07:15:20 2017.Page 1 I D:_8kMQOglCcv8YV7m4?iycCyToxk-xeSdeLY2rCryLCaT?FZn7CGvx9V3A?ChQm4EwZydT Wr I -2-0-0 I 3-0-0 I 2-0-0 3-0-0 Scale=1:10.3 37 3.00 12 I E ,.., 2 ¢ d d d a d 1 4 2x6= I 3-0-0 I 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=29/Mechanical,2=253/0-3-8,4=14/Mechanical Max Horz 2=73(LC 8) Max Uplift3=-33(LC 12),2=-233(LC 8) Max Gray 3=29(LC 1) 2=253(LC 1),4=42(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vutt=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at joint 3 and 233 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall n. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTele ake is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,o5B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty 'Ply T12030727 1213864 CJ07 JACK-OPEN TRUSS 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fn Sep 15 07:15:21 2017 Page 1 I D:_8kMQ OglCcvBYV7m4?iycC yToxk-Pro?shZgcWzpzL8fYz4Of Q p4hZpOvS SrfQgoSOydT Wq -2-0-0 5-0-0 2-0-0 5-0-0 Scale=1:13.7 3 3.00 12 2 v rh d 1 4)100. 2x6 = 4 5-0-0 5-0-0 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 0.34 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.06 2-4 >999 180 BCLL 0.0 ' Rep Stress Inca: YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=103/Mechanical,2=298/0-3-8,4=24/Mechanical Max Horz 2=98(LC 8) Max Uplift3=-93(LC 12),2=-244(LC 8) Max Gray 3=103(LC 1),2=298(LC 1),4=72(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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 93 Ib uplift at joint 3 and 244 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. / 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMIT a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply • T12030728 1213864 EJO1 Jack-Partial Truss 20 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 13 07:15:21 2017 Page 1 ID:_8kMQOg ICcvBYV7m4?iycCyToxk-Pro?shZgcWzpzL8fYz4OfQp_uZIFvSSrfQgoSOydTWq -2-0-0 I 7-0-0 2-0-0 7-0-0 Scale=1:17.9 3 I 4.00 12 N us ri cu n N tit N N 2 m -.minn il � 1 611:x4— 4 I 7-0-0 7-0-0 Plate Offsets(XX)— 12:0-2-0,Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.13 2-4 >639 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.22 2-4 >365 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=164/Mechanical,2=355/0-3-8,4=34/Mechanical Max Horz 2=119(LC 8) Max Uplift 3=-100(LC 12),2=-174(LC 8) Max Gray 3=164(LC 1),2=355(LC 1),4=102(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vutt=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces 8 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 3 and 174 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 4 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not III a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030729 1213864 EJ02 JACK-PARTIAL TRUSS 7 1 Job Reference(optional) Builders FirstSouiee, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:21 2017 Page 1 I D:_8kMQOg I CcvBYV7m4?iycCyToxk-Pro?shZgc WzpzL8fYz40fQp3gZsQvS SrfQgoSOydT Wq -2-0-0 I 2-8-15 I 2-0-0 2-8-15 Scale=1:14.4 3 ;;iIII ..11 ' Al d 1 (� I 4 5 2x4 I I 2-8.15 I 2-8-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 4-5 >999 180 BOLL 0.0 ' Rep Stress Inc/ YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=251/0-3-8,3=29/Mechanical,4=1/Mechanical Max Horz 5=94(LC 8) Max Uplffl5=-197(LC 8),3=-46(LC 12),4=-2(LC 12) Max Gray 5=251(LC 1),3=29(LC 1),4=33(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-226/299 NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 197 lb uplift at joint 5,46 lb uplift at joint 3 and 2 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. t 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030730 1213864 EJ03 JACK-PARTIAL TRUSS 3 1 Job Reference(optional) Builders FirStSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fd Sep 15 07:15:22 2013 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-t1 a031 alMp5gaVjr6gbFCdMAIz5Uevi_u4ZL_SydT Wp -2-0-0 7-0-0 I 2-0-0 7-0-0 Scale=1:17.9 3 3.00 FIT c d N 2 ;] 1 3x6 = 4 7-40 I 7-0-0 Plate Offsets(X,Y)— f2:0-3-0,Edoel 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 0.67 Vert(LL) -0.13 2-4 >639 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.22 2-4 >365 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) 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. REACTIONS. (lb/size) 3=164/Mechanical,2=354/0-3-8,4=34/Mechanical Max Horz 2=89(LC 8) Max Uplift3=-94(LC 12),2=-179(LC 8) Max Gray 3=164(LC 1),2=354(LC 1),4=102(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.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 94 lb uplift at joint 3 and 179 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek19 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPl1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030731 1213864 F01 GABLE 4 1 Job Reference(optional) Builders FirstSouice, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:23 2017 Page 1 I D:_8kMQ 0g I Ccv BYV7m4?iycCyToxk-LDBm H Nbw77DXCf 12g O6 U I ruUwNYd NMP86kJ vXuydT Wo 0118 H o-HB Scale=1:33.7 3x3 = • 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 e e e e a e a e e e e e e e e a3 3t - - - - - - 3 34 0 i e e e e e e e e e a e e a e e AW A. nnnnnn'1AAAAAAAAAA PRnnnAnnn/NAAAAAA/NARnnnn.A.AAA AAAAAA ',AA 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x3= 3x3 = 3x3 = 1 1-6-12 1 2-10-12 1 4-2-12 1 5812 1 6-10-12 I 8-2-12 1 9-6-12 1 10-10-12 I 12-2-12 I 13-6-12 1 14-10-12 1 16-2-12 1 17-6-12 1 18-10-12 119-6-121 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-10-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 17 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:89 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 19-8-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)32,17,31,30,29,28,27,26,25,24,23,22,21,20,19, 18 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7-8) 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 4 8 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notET. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 36610 Job Truss ,Truss Type Qty Ply T12030732 1213864 F02 FLOOR TRUSS 16 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:24 2017'Page 1 I D:_8kMQ Og I CcvBYV7m4?iycCyToxk-pP h8Uj bYu RL OgptE E5ej H2 RVQ nj S6Ijj H LO2S 3LydT Wn 0-1-8 H I 1-3-0 1 10-8-0 I I 1-9-12 1 0-18 Scale=1:34.2 4x6= 4x6= 1.5x3 = 4x4 = 3x4 = 1.5x3 II 3x3= 3x3= 3x3 = 1.5x3 II 3x3 = 4x4= 1.5x3 = 1 2 3 4 5 6 7 8 9 10 11 o ..•a X' � � \�/ N / 181eNeI \ / \ . 3 24e - e e/ - e 22 21 20 19 18 17 16 15 14 13 12 3x3= 4x6= 4x4= 3x6 = 3x3= 1.5x3 II 3x6 = 4x4= 4x6 = 3x3= 1.5x3 II I 19-8-12 I 19-8-12 Plate Offsets(X,Y)- 11:Edae,0-1-81,111:0-1-8,Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.34 17 >686 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.53 17-18 >440 240 BCLL 0.0 Rep Stress lncr YES WB 0.67 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:105 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, BOT CHORD 2x4 SP M 31(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=1065/0-5-4,12=1065/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 22-23=-1059/0,1-23=-1058/0,12-24=-1058/0,11-24=1057/0,1-2=-1093/0, 2-3=2726/0,3-4=-3810/0,4-5=-3810/0,5-6=4256/0,6-7=-4242/0,7-8=-3795/0, 8-9=-3795/0,9-10=-2729/0,10-11=-1092/0 BOT CHORD 20-21=0/2062,19-20=0/3362,18-19=0/4154,17-18=0/4242,16-17=0/4242,15-16=0/4242, 14-15=0/3360,13-14=0/2062 WEBS 11-13=0/1410,10-13=1350/0,10-14=0/927,9-14=-877/0,9-15=0/592,7-15=-864/0, 7-16=-88/279,1-21=0/1411,2-21=-1347/0,2-20=0/924,3-20=-885/0,3-19=0/609, 5-19=-467/0,5-18=-68/375,6-18=-396/359,6-17=-372/162 NOTES- (4-5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 5)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. I 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 'Job Truss Truss Type Qty Ply T12030733 1213864 F03 FLOOR TRUSS 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc.Fri Sep 15 07:15:24 2017 Page 1 ID._8kMQOglCcvBYV7m47iycCyToxk-pPh8Uj bYuRLOgptEE5ejH2RVknnH6j FHLO2S3LydTWn 0-1-8 H I 1-3-0 1 1 1-9-0 1 1 1-7-4 1 0-48 Scale=1:34.2 4x4= 1.5x3 = 1.5x3 I I 4x8 = 4x4= 1.5x3 II 1.5x3 II 1.5x3 = 1 2 3 4 5 6 7 8 9 10 11 e a - • _ e a_ o 024 ^/ ��/ \ix N / �./ / 25 0 Ya ee e 3 4 23 22 21 20 19 18 17 16 15 14 13 112 1.5x3 II 4x4= 3x4 = 1.5x3 II 3x6 = 4x4 =- I I 6-1-8 I 19-8-12 I 6-1-8 13-7-4 Plate Offsets(X,Y)- M 1:0-1-8,Edael,F17:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.14 15-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.22 15-16 >744 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:105 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPM 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:19-20,18-19. REACTIONS. (lb/size) 23=323/0-5-4,12=735/0-3-4,19=1072/0-3-8 Max Gray 23=355(LC 3),12=740(LC 7),19=1081(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 23-24=-356/0,1-24=-355/0,12-25=-736/0,11-25=-735/0,1-2=-280/0,2-3=-479/0, 3-4=-479/0,4-5=-742/0,5-6=1899/0,6-7=-1899/0,7-8=-2122/0,8-9=-2122/0, 9-10=-1681/0,10-11=-726/0 BOT CHORD 21-22=0/479,20-21=0/479,17-18=0/1383,16-17=0/1899,15-16=0/1899,14-15=0/1989, 13-14=0/1357 WEBS 11-13=0/936,10-13=-878/0,10-14=0/450,9-14=-429/0,7-15=-106/406,4-18=0/887, 5-18=-924/0,5-17=0/769,6-17=-315/0,1-22=0/356,4-20=0/461,2-22=-270/44, 4-19=-1077/0 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. t I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ION 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'Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030734 1213864 F04 FLOOR TRUSS 2 1 - Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:25 2013 Page 1 ID:_8kMQOgICcvBYV7m4?iycCyToxk-HcFW 3cAfkTFRzSQnp9ygG_fOA7MrAcQa2o?bnydTWm 0-1-8 H I 1-3-0 148-0 i 1 1-7-4 1 0-118 Scale=1:27.5 TRUSS DESIGNED TO SUPPORT NO CONCENTRATED LOADS AT ITS CANTILEVER END(S). 4x4= 1.5x3 = 3x10 = 4x4= 1.5x3 II 1.5x3 I I 1.5x3 = 1 2 3 4 5 6 7 8 9 • • ....Ne •N•• \ /N �0 21 0 3 0 /_ / r e - e - e e e 110 k. 19 18 16 15 14 13 12 11 4x4 = 4x4= 1.5x3 II 3x6 = 4x4= I 2-1-12 2 15-10-12 I 2-1-12 0- 2 13-7-4 Plate Offsets(X,Y)— 19:0-1-8,Edael.115:0-1-8,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.14 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(TL) -0.22 13-14 >740 240 BCLL 0.0 Rep Stress Ina YES WB 0.44 Horz(TL) 0.02 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:87 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=717/0-3-4,17=992/0-3-8 Max Gray 10=730(LC 4),17=992(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-21=-726/0,9-21=-725/0,2-3=-642/0,3-4=-1829/0,4-5=-1829/0,5-6=-2072/0, 6-7=-2072/0,7-8=-1649/0,8-9=-715/0 BOT CHORD 15-16=0/1294,14-15=0/1829,13-14=0/1829,12-13=0/1948,11-12=0/1336 WEBS 9-11=0/921,8-11=-863/0,8-12=0/436,7-12=-415/0,5-13=-94/482,5-14=-257/0, 2-16=0/853,3-16=-912/0,3-15=0/846,4-15=-341/0,2-17=-911/0 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AaTEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030735 1213864 F05 FLOOR TRUSS 6 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:26 2017 Page 1 ID:_8kMQ0glCcvBYV7m4?iycCyToxk-IopuvPdpQ2b6371 cLWgBMTWsnaShabSaoiXZ8DydTWI 0-1-8 H I 1-3-0 1o-1�°�1 1-10-4 I 0118 Scale=1:27.5 4x4= 4x4= 1.5x3 = 3x4 = 4x4=1.5x3 I I 3x3= 1.5x3 II 3x3= 3x4 = 1.5x3 = 1 2 3 4 5 6 7 8 9 a o e • N:/ 20 444\so../ e XQ 7/—'-- 17 16 15 14 13 12 11 3x3= 4x6= 3x4= 4x4= 1.5x3 II 3x6 = 3x4= 4x6= 3x3= I 15-10-12 I 15-10-12 Plate Offsets(X,Y)— 11:Edae,0-1-81,(9:0-1-8,EdgeL 115:0-1-8,Eddel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.17 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.26 13-14 >713 240 BOLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:84 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=854/0-3-4,10=854/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 18-19=-852/0,1-19=-851/0,10-20=-849/0,9-20=848/0,1-2=859/0,2-3=-2037/0,3-4=-2711/0,4-5=-2711/0, 5-6=-2713/0,6-7=-2713/0,7-8=-2049/0,8-9=-855/0 BOT CHORD 16-17=0/1603,15-16=0/2489,14-15=0/2711,13-14=0/2711,12-13=0/2472,11-12=0/1605 WEBS 9-11=0/1103,8-11=-1043/0,8-12=0/617,7-12=588/0,7-13=0/328,5-13=-361/249,1-17=0/1108,2-17=1035/0, 2-16=0/603,3-16=-629/0,3-15=0/653,4-15=378/0 NOTES- (4-5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 5)Note:Visually graded lumber designation SP,represents new lumber design values as per SP IB. 4 I i mit A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss 'Truss Type Qty Ply 712030736 1213864 F06 FLOOR TRUSS 6 1 - Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:26 2017'Page 1 ID:_8kMQOgICcvBYV7m4?iycCyToxk-IopuvPdpQ2b6371 cL WgBMT Wr3aS4abWaoiXZ,88M �DydlW 1-3-0 I a&0 1 1-8-8 I 0ry8 Scale=1:27.1 404= 4x4 = 3x4= 4x4 =1.5x3 II 3x3= 1.5x3 II 3x3= 3x4 = 1.5x3 = 1 2 3 4 5 6 7 B 9 o • • e e e • .1. N(//i/INi . \ 3E _N / X / N /. — 19 e b e ee 18 17 16 15 14 13 12 11 W� 1.5x3 II 4x6= 3x4 = 4x4 = 1.5x3 II 3x6= 3x4 = 4x6 = 3x3= I 15-7-8 I 15-7-8 Plate Offsets(X,Y)— f1:Edge,0-1-81,f9:0-1-8,Edgel,f15:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TO 0.74 Vert(LL) -0.16 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(TL) -0.25 13-14 >748 240 BOLL 0.0 Rep Stress Incl YES WB 0.52 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:82 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=849/Mechanical,10=843/0-3-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-846/0,10-19=-838/0,9-19=-837/0,1-2=-809/0,2-3=-1979/0,3-4=-2638/0,4-5=-2638/0,5-6=-2652/0, 6-7=-2652/0,7-8=-2012/0,8-9=-842/0 BOT CHORD 16-17=0/1549,15-16=0/2425,14-15=0/2638,13-14=0/2638,12-13=0/2423,11-12=0/1580 WEBS 9-11=0/1086,8-11=-1027/0,8-12=0/601,7-12=-571/0,7-13=0/312,5-13=-335/255,1-17=0/1100,2-17=-1030/0, 2-16=0/598,3-16=-620/0,3-15=0/625,4-15=358/0 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 4 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not11111 a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030737 . 1213864 F07 FLOOR TRUSS 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:27 2017 Page 1 ID:_8kMQOgICcvBYV7m47iycCyToxk-E_NH6IeRBMkyhGcpvEBQvh32N_mdJ?Zj 1 MH6gfydTWk 0-1-8 H I 1-3-0 10-8-0 II 1-9-12 0148 Scale=1:34.8 1.5x3 = 7x6 II 4x6 II 2x6 II 3x6 II 4x6 II 4x6 II 2x6 II 5x6 II 1.5x3 = 1 2 23 3 4 5 6 7•!��\\\ 8 99 10 11 d 22 21 20 19 18 17 16 15 14 13 12 7x14 MT2OHS= 5x6 I I 4x6 II 2x6 I I 2x6 I I 1 19-8-12 19-8-12 Plate Offsets(X,Y)- 11:0-1-8,0-0-81,16:0-3-0,Edoel.f7:0-3-0,Edgel,111:0-1-8,Edgel.111:0-1-8,0-0-81,[16:0-3-0,0-0-01,[17:0-3-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.27 17-18 >870 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.42 17-18 >552 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:161 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP M 31(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=1986/0-5-4,12=1295/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1980/0,11-12=-1289/0,1-2=-2382/0,2-23=-5776/0,3-23=-5776/0,3-4=-6832/0, 4-5=6832/0,5-6=-6810/0,6-7=-6486/0,7-8=-5497/0,8-9=-5497/0,9-10=3812/0, 10-11=-1451/0 BOT CHORD 20-21=0/4650,19-20=0/6899,18-19=0/7030,17-18=0/6486,16-17=0/6486,15-16=0/6486, 14-15=0/4762,13-14=0/2826 WEBS 11-13=0/1862,10-13=-1788/0,10-14=0/1305,9-14=-1257/0,9-15=0/952,7-15=-1533/0, 7-16=0/440,1-21=0/3059,2-21=2946/0,2-20=0/1491,3-20=-1486/0,3-19=-293/0, 4-19=0/313,5-19=-257/0,5-18=-530/0,6-18=0/896,6-17=-608/0 NOTES- (8-9) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 6x8 MT20 unless otherwise indicated. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1219 lb down at 3-11-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-11=-100 Concentrated Loads(Ib) Vert:23=-1139(F) 1 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only w8h MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030738 1213864 F08 FLOOR TRUSS 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fn Sep 15 07:15:28 2017 Page 1 I D:_8kMQ Og I CcvBYV7m4?iycCyToxk-iBxfK4f3yfspIQ B?TxifS ucAF0862U4tG?OfC6ydTV 1-3-0 I I 1-5-12 Scale=1:11.9 1.5x3 = 6x8 = 2x6 II 3x6 II 4x6 II 1 2 3 10 11 4 • le • 1 e e e • 1.5x3 I I 4x6 = 9 8 7 6 4x6= 2x4 I I 4x4 = 4-4-4 5-10-4 4-4-4 1-6-0 Plate Offsets(X.Y)— 12:0-3-0,Edgel,14:0-1-8,0-0-81,14:0-3-0,Edael,15:Edae,0-1-81,18:0-1-8,Edclel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.05 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.08 6-7 >814 240 BCLL 0.0 Rep Stress Inc- NO WB 0.58 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:42 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1239/Mechanical,5=1664/0-7-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-1301/0,4-5=-1675/0,1-2=-1682/0,2-3=-1682/0,3-10=-941/0,10-11=-948/0,4-11=-955/0 BOT CHORD 7-8=0/1682,6-7=0/1682 WEBS 1-8=0/2190,2-8=-1189/0,4-6=0/1225,3-6=-974/0 NOTES- (8-9) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)792 lb down at 1-4-8,and 802 lb down at 3-4-8,and 836 lb down at 5-4-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-9=10,1-4=-100 Concentrated Loads(Ib) Vert:2=-749(F)10=-749(F)11=-781(F) 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030739 1213884 F09 FLOOR TRUSS 7 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 18 2017 MiTek Industries,Inc.Fri Sep 15 07:15:28 2017 Page 1 I D:_8kMQ OglCcvBYV7m4?iycCyToxk-i BxfK4f3yfsp I Q B?TxifSuc9006Z2VttG?OfC6ydT Wj 0-1-8 1-3-0 1-8-8 1-0.0 �A H I I I I I I I8 Scale le=1:27.8 4x4= 4x4= 1.5x3 = 3x4 = 3x3= 1.54 II 3x3= 1.5x3 II 3x3= 3x4= 1.54 = 1 2 3 4 5 6 7 8 9 • • - 9 : \,400/ X do/0._ —/ax _z. x / N M 20 eau/, - - s e s - e "1 17 16 15 14 13 12 11 3x3= 4x6= 3x4= 1.54 II 3x3= 3x6= 3x4 = 44= 3x3= I 16-1-0 I 16-1-0 Plate Offsets(X.Y)— 11:Edae.0-1-81.19:0-1-8.Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/defl L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.22 13-14 >882 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.34 13-14 >567 240 BCLL 0.0 Rep Stress Ina YES WB 0.53 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:85 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=865/0-3-4,10=865/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 18-19=-864/0,1-19=-863/0,10-20=-860/0,9-20=-859/0,1-2=-865/0,2-3=-2086/0,3-4=2679/0,4-5=2679/0, 5-6=-2767/0,6-7=-2767/0,7-8=-2080/0,8-9=-867/0 BOT CHORD 16-17=0/1609,15-16=0/2679,14-15=0/2679,13-14 /2834,12-13=0/2521,11-12=0/1626 WEBS 1-17=0/1115,2-17=-1035/0,2-16=0/663,3-16=860/0,3-15 /303,9-11=0/1119,8-11=1055/0,8-12=0/631, 7-12=-614/0,7-13=0/333,5-14=-401/185 NOTES- (45) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 5)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030740 1213864 F10 FLOOR TRUSS 1 1 - Job Reference(ootionall Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 18 2017 MiTek Industries,Inc. Fri Sep 15 07:15:29 2017 Page 1 ID:_8kMQ OglCcvBYV7m4?iycCyToxk-ANV1 XQfhjz_gwamBOeDu_68RNOPAn_uoVfmDkYydTWi 0-1-8 H I 1-3-0 1 1 1-10-12 j 1 1-0-0 1 �e-4� 0-11118 Scale=1:27.8 3x4= 1.5x3 = 4x8 = 1.5x3 II 1.5x3 II 1.5x3 = 1 2 3 4 5 6 7 8 9 0 o e e b a 021 m 144\ i \/ _ 221.9 —.— NI/ \.7 21* 19 18 17 16 15 14 f3-' 12 11 * 4x4= 1.5x3 II 1.5x3 II 4x4= I 12-3-4 I 16-1-0 I 12-3-4 3-9-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.09 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.13 17-18 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:87 lb FT=11%uF,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 20=618/0-3-8,10=54/0-3-8,13=1057/0-3-8 Max Uplift 10=-86(LC 3) Max Gray 20=622(LC 10),10=168(LC 7),13=1057(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 20-21=-616/0,1-21=-616/0,1-2=-593/0,2-3=1307/0,3-4=-1456/0,45=-1172/0, 5-6=298/0 BOT CHORD 18-19=0/1109,17-18=0/1456,16-17=0/1456,15-16=0/1456,14-15=0/861,13-14=-528/0, 12-13=-528/0 WEBS 1-19=0/762,2-19=-719/0,2-18=0/275,3-18=-272/0,6-14=0/880,5-14=-796/0, 5-15=0/447,4-15=-464/0,6-12=0/527,6-13=1071/0 NOTES- (7-8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 lb uplift at joint 10. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. I I A WARNING-V&fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8411.7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must 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 11 ACTe k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the CYC i !l fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrrPII Quality Criteria,DSB-89 and BCSI Building Component • 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 38610 Job Truss Truss Type Qty Ply T12030741 1213864 F11 FLOOR TRUSS 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc.Fri Sep 15 07:15:30 2017 Page 1 I D:_8kMQOgICcvBYV7m4?rycCyToxk-eZ3PImgJUH6XYkKOaM17XJhXGBoAWLaAjJVmHydTWh 0-1-8 H 1 1-3-0 1 1 1-10-12 1 1 1-0-0 I 1 0-8-4 1 0-A8 Scale=1:27.8 1.5x3 = 1.5x3 = 4x6 I I 3x6 II 3x6 II 3x6 II 4x6 II 6x10= 2x6 II 2x6 I I 3x6 II 1 2 3 4 5 21 22 6 7 8 9 0 _e e eel e_ IIINZ o e^ \ — — 1 J ee o v v "qve � e e e e e e 21 19 18 17 16 15 14 I 12 11 3x3= 4x4= 3x3 = 1.5x3 II 1.5x3 II 3x3= 5x6= 3x3 II 3x4= 3x3 = 3x3= I 12-3-4 I 16-1-0 I 12-3-4 3-9-12 Plate Offsets(X,Y)— 11:0-1-8,0-0-81,17:0-3-0,Edgel,18:0-3-0,0-0-01.19:0-1-8,0-0-81,112:0-1-8,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.06 17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.09 17 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:108 lb FT=11%F,11%nE LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:13-14,12-13,11-12. REACTIONS. (Ib/size) 20=674/0-3-4,10=-153/0-3-4,13=2042/0-3-8 Max Uplift 10=-298(LC 3) Max Grav 20=677(LC 10),13=2042(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-671/0,9-10=0/327,1-2=-684/0,2-3=1532/0,3-4=-1773/0,4-5=-1620/0, 5-21=341/0,21-22=341/0,6-22=-341/0,6-7=0/542,7-8=0/542,8-9=0/541 BOT CHORD 18-19=0/1271,17-18=0/1773,16-17=0/1773,15-16=0/1773,14-15=0/1429,13-14=-972/0, 12-13=-972/0,11-12=-542/0 WEBS 1-19=0/882,2-19=-797/0,2-18=0/401,3-18=403/0,6-14=0/1628,5-14=1519/0, 5-15=-128/272,9-11=-688/0,8-11=0/336,6-12=0/687,7-12=321/0,6-13=-2041/0 NOTES- (8-9) 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 298 lb uplift at joint 10. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)737 lb down at 10-4-4,and 236 lb down at 11-5-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-20=-10,1-9=100 Concentrated Loads(Ib) Vert:21=657(F)22=165(F) 1 I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030742 1213864 F12 FLOOR TRUSS 2 1 - Job Reference(optional) Builders FirstSource, Jacksonville,Ft 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:30 201 Page 1 ID:_8kMQOgICcvBYV7m4?iycCyToxk-eZ3PImgJUH6XYkKOaM17XJhZtBrZVJTtAjJV mH_ydTWh 0-1-8 H I 1-3-0 I I 2-1-0 I Scale=1:17.6 1.5x3 = 3x3= 3x3= 3x4= 1 3x4 = 2 3 4 3x3= 5 • • • • e • 1 J o c o —N_ A T. • - - o e 10 11 10 9 8 7 8 3x4 = 3x3= 1.5x3 I I 1.5x3 II 3x4 = 3x3= 1.5x3 II I 10-2-8 I 10-2-8 Plate Offsets(X,Y)— 15:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.11 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(TL) -0.16 9-10 >757 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:53 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=545/0-3-4,6=551/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 12-13=-536/0,1-13=-536/0,5-6=-526/0,1-2=-505/0,2-3=-1061/0,3-4=-1052/0,4-5=474/0 BOT CHORD 10-11=0/951,9-10=0/1052,8-9=0/1052,7-8=0/1052 WEBS 1-11=0/649,2-11=-620/0,5-7=0/644,4-7=-786/0,4-8=0/264 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. t l a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ,� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITfPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030743 1213864 F13 FLOOR TRUSS 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:31 2017 Page 1 I D:_8kM Q Og I C cvBYV7m4?iycCyToxk-Smdny6hxFaE09uva83G M3XDjbb5J FpYJyzF KpRydT Wg 0-1-8 H I- - 1-3-0 1 I 1-10-12 1 1 1-0-0 ___1 0j 8 Scae=1:21.3 1.5x3 = 1.5x3= 4x6 H 3x6 II 3x6 II 3x6 II 4x6 I I 5x6 II 1 2 3 4 5 15 16 6 e e •— ee ee O eNiNe e e e e 13 12 11 10 9 8 3x3= 4x6 = 3x4= 1.5x3 II 1.5x3 II 3x3= 5x6= 4x4= I 12-4-12 I 12-4-12 Plate Offsets(X,Y)— 11:0-1-8,0-0-81,16:0.3-0,Edoe1,16:0-1-8,0-0-81,17:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (Ioc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.07 10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.12 10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.04 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:81 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=768/0-3-4,7=1306/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-763/0,6-7=-1299/0,1-2=-787/0,2-3=-1856/0,3-4=-2258/0,4-5=-2260/0,5-15=-1180/0,15-16=-1185/0, 6-16=-1188/0 BOT CHORD 12-13=0/1463,11-12=0/2258,10-11=0/2258,9-10=0/2258,8-9=0/2224 WEBS 6-8=0/1531,1-13=0/1016,5-8=-1409/0,2-13=-919/0,2-12=0/585,3-12=-623/0 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)643 lb down at 10-4-4,and 247 lb down at 11-5-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-6=-100 Concentrated Loads(Ib) Vert:15=-563(B)16=175(B) t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only will,MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not la a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030744 1213864 F14 FLOOR TRUSS 1 1 - Job Reference(optional) • Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 13 07:15:31 2017 Page 1 I D:_8kMQ 0g I CcvBYV7m4?iycCyToxk-6mdny6hx Fa E 09uva83GM 3XDmwb6yFurJyzF Kp RydT Wg 0-1-8 H I 1-3-0 I 1-10-12 I I 1-0-0 I 08 Score=1:21.3 3x4= 3x4= 1.5x3 = 1.5x3 = 1 2 3 4 5 6 e e • - 5 16 _/— s \ _ 0 0 e • e - e 13 e 12 11 10 9 8 e 4x4 = 1.5x3 II 1.5x3 II 4x4= I 12-4-12 I 12-4-12 Plate Offsets(X.Y)— 16:0-1-8,Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.09 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.12 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:65 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=662/0-3-4,7=662/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 14-15=-657/0,1-15=656/0,7-16=-658/0,6-16=-657/0,1-2=-637/0,2-3=-1435/0,3-4=1657/0,4-5=-1442/0, 5-6=635/0 BOT CHORD 12-13=0/1191,11-12=0/1657,10-11=0/1657,9-10=0/1657,8-9=0/1183 WEBS 6-8=0/817,1-13=0/820,5-8=-762/0,2-13=-770/0,5-9=0/390,2-12=0/361,4-9=-439/0,3-12=-412/0 NOTES- (5-6) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. / I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �1 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 property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1PIM Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030745 , 1213884 F15 FLOOR TRUSS 3 1 • Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.840 s Aug 16 2017 MiTek Industries,Inc.Fri Sep 15 07:15:32 2017 Page 1 I D:_8kMQ0glCcvBYV7m4?iycCyToxk-ayAAASiZOuMFn2Uminnbckmxh?Rh_K9SBd_tLtydTWf 0-1-8 H I 1-30 q I 1-9-0 1 1 1-0-0 1 Scale=1:21.0 3x4= 1.5x3 = 3x3= 3x3= 3x3= 3x4= 1 2 3 43 5 6 e • e 5 � - - i e e o- o-—\. - e e 13 12 11 10 9 8 7 3x3= 4x4= 3x3= 1.5x3 II 1.5x3 II 3x3= 4x4= 1.5x3 II I 12-1-8 I 12-1-8 Plate Offsets(X,Y)— f6:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.08 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.11 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:63 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=650/0-3-4,7=657/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 14-15=-645/0,1-15=645/0,6-7=652/0,1-2=624/0,2-3=-1398/0,3-4=-1604/0,4-5=-1393/0,5-6=-596/0 BOT CHORD 12-13=0/1167,11-12=0/1604,10-11=0/1604,9-10=0/1604,8-9=0/1139 WEBS 6-8<)/809,1-13=0/803,5-8=-756/0,2-13=754/0,5-9=0/379,2-12=0/343,49=425/0,3-12=388/0 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 1 r Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030746 1213864 F16 FLOOR TRUSS 1 1 - Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:33 2017 Page 1 ID:_8kMQOgICcvBYV7m4?iycCyToxk-28kYNoiCnCU6PB3zFU Ig9yJ60Pr4jl WcPHkQtJydTWe 0-1-8 H I 1-3-0 1 1 1-8-8 I F 1-0-0 1 01148 'Scale=1:28.3 1.5x3 = 1.5x3-6x8= 5x6 I I 4x6 I I 2x6 II 3x6 II 2x6 II 3x6 II 6x8= 6x8= 1 2 3 4 5 6 7 19 8 9 o e0 � _ o I e e d -w' e m Ia kNX�J 17 16 15 14 13 12 11 d 6x8 = 6x8= 5x6 II 2x6 I I 3x6 II 5x6 II 5x6 II 6x10= 6x8= I 4-0-0 16-1-0 I 4-0-0 12-1-0 Plate Offsets(X,Y)- 11:0-1-8,0-0-81,13:0-3-0,Edoel,14:0-3-0,0-0-01,19:0-1-8,Edgel,19:0-1-8,0-0-81,F15:0-3-0,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.15 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(TL) -0.23 13-14 >811 240 BOLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:132 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP M 31(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=1085/0-3-4,10=1575/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1087/0,9-10=-1570/0,1-2=-1187/0,2-3=-3088/0,34=4144/0,4-5=-4144/0,5-6=-4868/0,6-7=4868/0, 7-19=-4337/0,8-19=-4337/0,8-9=-1867/0 BOT CHORD 16-17=0/2276,15-16=0/4144,14-15=0/4144,13-14=0/4706,12-13=0/5064,11-12=0/3631 WEBS 1-17=0/1523,2-17=-1416/0,2-16=0/1074,3-16=-1418/0,3-15=0/451,9-11=0/2398,8-11=-2292/0,8-12=0/934, 7-12=-962/0,7-13=-362/0,5-13=0/333,5-14=-978/0,414=0/380 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)998 lb down at 12-3-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(Of) Vert:10-18=-10,1-9=100 Concentrated Loads(Ib) Vert:19=-918(B) i t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030747 , 1213864 F17 Floor Truss 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc.Fri Sep 15 07:15:33 2017 Page 1 I D_8kMQ OglCcvBY V 7m4?iycCyToxk-28kYNoiCnCU6PB3zFU Ig9yJ?4PoyjlwcPHkQtJydT We 0-1-8 H I 1-3-0 I 1 1-9-0 I 0-1 8 Scale=1:28.3 4x4= 4x4= 1.5x3 = 3x4= 3x3= 1.5x3 I I 3x3 = 1.5x3 II 3x3 = 3x4= 1.5x3 = 1 2 3 4 5 6 7 8 9 e 19 X \ / X ../_ 20 /N:/ e 17 16 15 14 13 12 11 3x3= 4x8= 3x4= 1.5x3 II 3x3= 3x6 = 3x4= 4x6= 3x3= I 16-4-8 I 16-4-8 Plate Offsets(X,Y)— 11:Edcie,0-1-81.f9:0-1-8,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.24 13-14 >795 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.38 13-14 >511 240 BCLL 0.0 Rep Stress Ina YES WB 0.54 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:86 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=881/0-5-4,10=881/0-5-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 18-19=-881/0,1-19=-880/0,10-20=-877/0,9-20=876/0,1-2=883/0,2-3=-2137/0,34=2766/0,4-5=-2766/0, 5-6=-2854/0,6-7=2854/0,7-8=-2130/0,8-9=-886/0 BOT CHORD 16-17=0/1641,15-16=0/2766,14-15=0/2766,13-14=0/2944,12-13=0/2590,11-12=0/1660 WEBS 1-17=0/1139,2-17=1054/0,2-16=0/690,3-16=910/0,3-15=0/327,9-11=0/1143,8-11=1077/0,8-12=0/654, 7-12=-640/0,7-13=0/358,5-14=-409/193 NOTES- (4-5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 5)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. i I put ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,D5B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030748 1213864 F18 Floor Truss 1 1 , Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:34 2013 Page 1 I D:_8kMQOgICcvBYV7m4?iycCyToxk-WLIwa8jgYVcz0Le9pCp3h9rJMpFeSEolexT_QIydTWd 6x8= 1.3-0 Ix6 i I 1-8-4 12x6 6x8 = I I 1 9 2 3 4 Scale=1:9.5 • ♦ • o • • • e e e e 4x4= 4x4 = 8 7 6 5 3x3 II 3x3 I I 4-11-4 4-11-4 Plate Offsets(X,Y)— f2:0-3-0,Edgel,f3:0 3 0.Edgel,f4:0-3-0,Edgel,f6:0-1-8,Edoel,f7:0-1-8,Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.01 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:35 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=757/Mechanical,5=663/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-750/0,4-5=-655/0,1-9=-723/0,2-9=-723/0,2-3=-723/0,3-4=-723/0 BOT CHORD 6-7=0/723 WEBS 4-6=0/924,1-7=0/924,2-7=-559/0,3-6=-562/0 NOTES- (7-8) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)511 lb down at 1-1-0,and 479 lb down at 3-1-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=10,1-4=-100 Concentrated Loads(Ib) Vert:3=-451(F)9=-453(F) t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'Yi r AiTArk° is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 'Job Truss Truss Type Qty Ply 712030749 • 1213864 F19 GABLE 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:34 2017 Page 1 ID:_8kMQ OglCcvBYV7m4?iycCyToxk-WL Iwa8jgYVczOLe9pCp3h9rM9p1B SK7lexT_QlydT Wd 0118 08 Scale=1:27.9 3x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 e so is e a e e e e e e e e 28 q e e e e e e e e - e -- c lr-- 1111 - e• -- -- e 26 25 24 23 22 21 20 19 18 17 16 15 14 3x3= 3x3= 3x3= 1.6.122-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-10-12 12-2-12 13-6-12 14-10-12 16-4-8 1-6-121-4-01-4-01-4-0 I I I 1-4-0 I 1-4-0 I I 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 I 1-5-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Inc/ YES WB 0.04 Horz(TL) 0.00 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:74 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 16-4-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)26,14,25,24,23,22,21,20,19,18,17,16,15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7-8) 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 1 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrIPl1 Quality Criteria,D5B-89 and BCSI Building Component 6924 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030750 1213864 F20 Floor Truss 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.640 s Aug 16 2017 MiTek Industries,Inc.Fri Sep 15 07:15:35 2017 Page 1 ID:_8kMQOg ICcvBYV7m4?iycCyToxk-?XsIoUkSlpkgeVDLNvKI ENOR4CP9BaGvtbDXyCydTWc 0-1-8 I 1-0-0 11 0-11-8 1.5x3= Scale=1:11.8 5x8 II 2x6 I I 3x6 I I 4x6 I I 1 10 2 3 11 4 • G • o• 1.5x3 II 4x6= [y\ 9 8 7 6 5 5x6—4x4 = 2x4 II 3-11-8 5-4-0 3-11-8 1-4-8 Plate Offsets(X,Y)— 11:Edge,0-1-81,11:0-1-8,0-1-81,12:0-3-0,Edgel.14:0-3-0,Edael,15:0 1-B,Edael,f8:0-1-8,Edgel,19:Edae,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.04 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.06 6-7 >982 240 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:38 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP M 31(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1340/0-7-4,5=1018/Mechanical Max Gray 9=1357(LC 3),5=1018(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-1398/0,4-5=-1026/0,1-10=-1450/0,2-10=-1440/0,2-3=1446/0,3-11=-786/0, 4-11=-786/0 BOT CHORD 7-8=0/1446,6-7=0/1446 WEBS 4-6=0/1044,1-8=0/1836,3-6=-876/0,2-8=-928/0 NOTES- (8-9) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)643 lb down at 0-5-12,590 lb down at 2-5-12,and 630 lb down at 3-5-12,and 170 lb down at 3-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-9=10,1-4=-100 Concentrated Loads(Ib) Vert:3=-557(F)10=-589(F)11=-647(F=-557,13=-90) t r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10M3R015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030751 1213864 F21 Floor Truss 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MTek Industries,Inc.Fri Sep 15 07:15:35 2017 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-?XsloUkS IpkgeVDLNvKIENOXdCdTBmWvtbDXyCydTWc 0-1-8 w 31B= 1-3-0 9 115531 II 0-6-4 7 15x3 II 43x3= Scale=1:9.6 ME III II Ell 9 ,, - ii I io , EN NM ME RI 111. 3x3= 3x3= 8=/ 7 6 5 3x3 = 1.5x3 II I 3-7-12 I 3-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL. 1.00 BC 0.07 Vert(TL) -0.00 7 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:23 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=184/0-3-4,5=190/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (6_7) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply TI2030752 1213864 F22 FLOOR TRUSS 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:35 2017 Page 1 I D:_8kMQOglCcvBYV7m4?iycCyToxk-?XsloUkSlpkgeVD LNvKI ENO WtCcPBlYvtbDXyCydTWc 1-4-8 I 1-8-4 1 3x3= 2 1.5x3 II 3 1.5x3 II 43x3= Scale=1:9.5 • e e • e • e 3x3 = 3x3= 8 7 6 5 1.5x3 II 1.5x3 1-6-0 3-5-4 4-11-4 1-6-0 1-11-4 1-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:26 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=265/Mechanical,5=265/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=258/0,4-5=-258/0 WEBS 4-6=0/320,1-7=0/320 NOTES- (5-6) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. � s ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` ek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030753 1213864 I HJ01 JACK-PARTIAL TRUSS 4 1 J Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc.Fri Sep 15 07:15:36 2017 Page 1 I D:_8kMQOgICcvBYV7m4?iycCyToxk-TjQg?g1437shGfoXxdrXmaxY7cgQwBJ26Fy5UeydTWb -2-9-15 I 5-4-12 I 9-10-13 2-9-15 5-4-12 4-6-1 Scale=1:24.8 4 n I. 2.83 12 9 3x4 3 6 110111.0Ammlimmoimmilmomp... N N 2 1 10 11 12 6 2x6 = 2x4 II 5 3x4 = 5-4-12 9-10-13 5-4-12 4-6-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.09 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.08 6-7 >999 180 BOLL 0.0 * Rep Stress Ina NO WB 0.25 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:42 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 9-1-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=119/Mechanical,2=464/0-7-12,5=199/Mechanical Max Horz 2=166(LC 4) Max Uplift4=-112(LC 4),2=-403(LC 4),5=-110(LC 8) Max Grav4=119(LC 1),2=464(LC 1),5=211(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-635/332,3-8=-574/341 BOT CHORD 2-10=-411/576,10-11=-411/576,7-11=-411/576,7-12=-411/576,6-12=-411/576 WEBS 3-6=-602/429 NOTES- (9-10) 1)Wind:ASCE 7-10;Vutt=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 112 lb uplift at joint 4,403 lb uplift at joint 2 and 110 lb uplift at joint 5. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)22 lb down and 22 lb up at 4-3-11, 22 lb down and 22 lb up at 4-3-11,and 40 lb down and 94 lb up at 7-1-10,and 40 lb down and 94 lb up at 7-1-10 on top chord,and 116 lb down and 109 lb up at 1-5-12,116 lb down and 109 lb up at 1-5-12,5 lb down at 4-3-11,5 lb down at 4-3-11,and 29 lb down at 7-1-10,and 29 lb down at 7-1-10 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). 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,2-5=-10 Concentrated Loads(Ib) Vert:9=-52(F=-26,B=-26)10=70(F=35,B=35)12=-20(F=-10,B=-10) t e ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030754 1213864 HJO2 JACK-PARTIAL TRUSS 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:37 2017 Page 1 I D:_8kMQOgICcvBYV7m4?iycCyToxk-xw_3D9migQ_YupNkU KNmJoTihOFjthQBKvie04ydTWa -2-9-15 I 3-10-9 2-9-15 3-10-9 Scale=1:14.2 3 2.83 FIT 6 4x6 I 2 O N N N n N b N N 1 .C� 7 5 4 3x4 II 3-10-9 3-10-9 Plate Offsets(X,Y)— 12:0-3-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) 0.04 4-5 >999 180 BOLL 0.0 ' Rep Stress lncr NO WB 0.00 Horz(TL) -0.07 3 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=266/0-7-6,3=19/Mechanical,4=-14/Mechanical Max Horz 5=94(LC 4) Max Uplift5=-255(LC 4),3=-63(LC 19),4=-45(LC 19) Max Gray 5=304(LC 35),3=80(LC 35),4=44(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-289/213 NOTES- (9-10) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 255 lb uplift at joint 5,63 lb uplift at joint 3 and 45 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)179 lb down and 180 lb up at 1-5-12,and 179 lb down and 180 lb up at 1-5-12 on top chord,and 7 lb down and 42 lb up at 1-5-12,and 7 lb down and 42 lb up at 1-5-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=54,2-3=-54,4-5=-10 Concentrated Loads(Ib) Vert:6=93(F=47,B=47)7=32(F=16,B=16) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030755 , 1213864 HJO3 JACK-PARTIAL TRUSS 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:37 2017 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-xw_3D9m iqQ_YupNkUKNmJoTio05mfcKBKvie04ydTWa -2-9-15 i 5-4-12 9-10-13 2-9-15 5-4-12 4-6-1 Scale=1:24.7 4 2.12 12 Id o' 3x4 9 3 N_ N d 3x6= ; 2 3x8 II 107 11 6 2x4 3x4= 5 5-4-12 I 9-10-13 5-4-12 4-6-1 Plate Offsets(X,Y)— f2:0-7-1,Edgel,12:0-0-3,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.33 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-11 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=122/Mechanical,2=525/0-7-12,5=206/Mechanical Max Horz 2=124(LC 19) Max Uplift4=-111(LC 4),2=-527(LC 4),5=-198(LC 4) Max Grav4=122(LC 1),2=525(LC 1),5=218(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-839/682,3-8=-792/689 BOT CHORD 2-10=-733/794,7-10=-733/794,7-11=-733/794,6-11=-733/794 WEBS 3-6=-815/752 NOTES- (9-10) 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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 111 lb uplift at joint 4,527 lb uplift at joint 2 and 198 lb uplift at joint 5. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)22 lb down and 22 lb up at 4-3-11, 22 lb down and 22 lb up at 4-3-11,and 44 lb down and 89 lb up at 7-1-10,and 44 lb down and 89 lb up at 7-1-10 on top chord,and 5 lb down at 4-3-11,5 lb down at 4-3-11,and 29 lb down at 7-1-10,and 29 lb down at 7-1-10 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). 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,2-5=-10 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi fie is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AN51/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030755 1213864 HJO3 JACK-PARTIAL TRUSS 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:37 201'/Page 2 ID:_8kMQOgICcvBYV7m4?iycCyToxk-xw_3D9m iqQ_YupNkUKNmJoTio05mfcKBKvie04ydTWa LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-52(F=-26,B=-26)11=20(F=10,B=10) 4 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. our Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 'Job Truss Truss Type Qty Ply 712030756 1213864 701 Hip Truss 2 1 Job Reference(ootional) Builders FirstSourbe, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:39 2017 Page 1 ID:_BkMQ OglCcvBW7m4?iycCyToxk-tl5pemzM2EF76Wd6PEODZ4igrf7QC UoDBl5zydT WY I -2-0-0 I 3-10-14 7-0-0 I 11-6-10 -4- 15-11-8 I 206 24-11-0 I 28-0-2 31-11-0 33-11-0 2-0-0 3-10-14 3-1-2 4-6-10 4-4-14 4-4-14 4-6-10 3-1-2 3-10-14 2-0-0 Scale=1:60.3 6x12 MT2OHS= 2x4 II 6x12 MT2OHS = 4.00 12 3x4= 4x8= 3x4- 4 18 195 20 21 6 7 22 8 23 24 9 2x4 C Ilki _ _ ` 2x4 h 3 - 10 . r 2 11 O ; _ O 3x10 = 17 25 2616 27 28 15 29 30 1431 32 13 3x10= 3x4 = 3x4= 3x8= 5x14 MT2OHS= 3x8 - I- - 7-0-0 i 11-6-10 I 15-11-8 20-4-6 24-11-0 I 31-11-0 I 7-0-0 4-6-10 4-4-14 4-4-14 4-6-10 7-0-0 Plate Offsets(X,Y)- 12:0-5-2,0-1-81,[4:0-8-4,0-2-41,f7:0-4-0,Edgel,f9:0-8-4,0-2-41,111:0-5-2,0-1-81,[14:0-3-8,0-1-81,115:0-7-0,0-3-01,[16:0-3-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.67 15 >569 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -1.22 15 >312 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins. 4-7,7-9:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-8-11 oc bracing. BOT CHORD 2x4 SPM 31 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2029/0-3-8,11=2030/0-3-8 Max Horz 2=44(LC 23) Max Uplift 2=919(LC 4),11=920(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=5191/2231,3-4=5142/2245,4-18=6594/2833,18-19=6593/2833,5-19=6593/2833, 5-20=-7124/3027,20-21=-7124/3027,6-21=-7124/3027,6-7=-7124/3027, 7-22=-7124/3027,8-22=7124/3027,8-23=-6599/2837,23-24=-6600/2837, 9-24=-6600/2837,9-10=-5145/2247,10-11=-5194/2234 BOT CHORD 2-17=-2071/4844,17-25=-2079/4884,25-26=-2079/4884,16-26=-2079/4884, 16-27=-2757/6593,27-28=-2757/6593,15-28=-2757/6593,15-29=-2751/6600, 29-30=-2751/6600,14-30=-2751/6600,14-31=-2063/4887,31-32=-2063/4887, 13-32=-2063/4887,11-13=-2038/4846 WEBS 4-17=-63/442,4-16=-773/1965,5-16=-810/409,5-15=230/636,6-15=-473/276, 8-15=-226/629,8-14=-812/410,9-14=-776/1969,9-13=-64/442 NOTES- (11-12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 919 lb uplift at joint 2 and 920 lb uplift at joint 11. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 lb down and 227 lb up at 7-0-0, 110 lb down and 106 lb up at 9-0-12,110 lb down and 106 lb up at 11-0-12,110 lb down and 106 lb up at 13-0-12,110 lb down and 106 lb up at 15-0-12,110 lb down and 106 lb up at 16-10-4,110 lb down and 106 lb up at 18-10-4,110 lb down and 106 lb up at 20-10-4,and 110 lb down and 106 lb up at 22-10-4,and 200 lb down and 227 lb up at 24-11-0 on top chord,and 241 lb down and 114 lb up at 7-0-0,72 lb down at 9-0-12,72 lb down at 11-0-12,72 lb down at 13-0-12,72 lb down at 15-0-12,72 lb down at 16-10-4,72 lb down at 18-10-4,72 lb down at 20-10-4,and 72 lb down at 22-10-4,and 241 lb down and 114 lb up at 24-10-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. d&thill48 bRg SE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Fie I( is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030756 1213864 T01 Hip Truss 2 1 Jgb_Ryference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:39 2017'Page 2 I D: 8kMQOgICcvBYV7m47iycCyToxk-tl5pemzM2EF76W6dPEODZ4igrf7QCUoD Bl5zydT WY 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-9=-54,9-12=-54,2-11=10 Concentrated Loads(Ib) Vert:4=-153(B)7=110(B)9=-153(B)17=-209(B)13=-209(B)18=110(3)19=-110(B)20=-110(B)21=-110(B)22=110(8)23=110(B)24=110(B)25=-24(B)26=-24(B) 27=-24(B)28=-24(B)29=-24(B)30=-24(B)31=-24(B)32=-24(B) 4 H ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall B building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030757 1213864 T02 Hip Truss 2 1 Job Reference(optional) Builders FirstSour e, Jacksonville,Fl 32244 7640 s Aug 16 2017 MiTek Industries,Inc.Fri Sep 15 07:15:40 2017 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-LUfBrBob7LM61G5JASwTxQ5Em DAXsyGeOtwIdPydT WX I -2-0-0 I 4-10-14 I 9-0-0 I 15-11-8 I 22-11-0 I 27-0-2 I 31-11-0 33-11-0 2-0-0 4-10-14 4-1-2 6-11-8 6-11-8 4-1-2 4-10-14 2-0-0 Scale=1:60.3 5x6= 2x4 II 5x6= 4.00 12 4 5 6 2x4 '' 1 2x4 m 3 7 M � M M • 1 2 J Allliji -- �/11111111111111111111 8 9 d r_. o 3x8= 12 11 10 3x8 = 5x8= 3x4 = 3x4= I 8-4-10 I 15-11-8 I 23-6-6 i 31-11-0 I 8-4-10 7-6-14 7-6-14 8-4-10 Plate Offsets(X,Y)— 12:0-4-0,Edgel,f8:0-4-0,Edgel,f11:0-4-0,0-3-01 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 0.73 Vert(LL) -0.29 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.55 11-12 >687 180 BOLL 0.0 * Rep Stress Incr YES WB 0.44 Horz(TL) 0.14 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:149 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1130/0-3-8,8=1130/0-3-8 Max Horz 2=50(LC 8) Max Uplift2=-429(LC 8),8=-429(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2569/1634,3-4=-2307/1437,4-5=-2687/1733,5-6=-2687/1733,6-7=-2307/1437, 7-8=2569/1634 BOT CHORD 2-12=-1426/2381,11-12=-1166/2120,10-11=1183/2120,8-10=-1453/2381 WEBS 3-12=-250/282,4-12=-59/287,4-11=-394/739,5-11=-426/348,6-11=-394/739, 6-10=-59/287,7-10=-250/281 NOTES- (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vu@=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 429 lb uplift at joint 2 and 429 lb uplift at joint 8. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 1 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AN51/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030758 1213864 T03 Hip Truss 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:41 2017'Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-phDZ3XpDufUzMQgVjARiTeeSzdWNW bTmFXgr9sydTW -2-0.0 I 5-10-14 11-0-0 I 15-11-8 I 20.11-0 26-0-2 31-11-0 133-11-0 2-0-0 5-10-14 5-1-2 4-11-8 4-11-8 5-1-2 5-10-14 2-0-0 Scale=1:60.3 5x6= 2x4 I I 5x6 = 4.00 12 4 5 6 2x4� 2x4 ur 3 7 .n I AA& 2 � a 'n 1 r • 6-3. n:. 9 o ._. 12 11 10 ._. d 3x8= 3x4 = 3x4= 3x8 = 5x8= 8-4-10 15-11-8 23-6-6 31-11-0 8-4-10 7-6-14 7-6-14 8-4-10 Plate Offsets(X,Y)— 12:0-4-0,Edoel,18:0-4-0,Edgel,111:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.24 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.46 10-11 >816 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.16 Horz(TL) 0.13 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1130/0-3-8,8=1130/0-3-8 Max Horz 2=58(LC 16) Max Uplift 2=-423(LC 8),8=-423(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2557/1640,3-4=-2279/1461,4-5=-2168/1448,5-6=-2168/1448,6-7=-2279/1461, 7-8=2557/1639 BOT CHORD 2-12=-1426/2369,11-12=-1068/1925,10-11=1078/1925,8-10=-1453/2369 WEBS 3-12=-320/338,4-12=-180/372,4-11=-170/433,5-11=-296/233,6-11=-170/433, 6-10=-180/372,7-10=-320/338 NOTES- (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 423 lb uplift at joint 2 and 423 lb uplift at joint 8. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. / 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030759 1213864 T04 Hip Truss 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fn Sep 15 07:15:41 2017 Page 1 I D._8kMQ Og ICcvBYV7m4?iycCyToxk-phDZ3XpDufUzMQgVjARiTeeRgd WhbR_n FXgr9sydTW W I -2-0-0 6-10-14 I 13-0-0 18-11-0 I 25-0-2 31-11-0 33-11-0 2-0-0 6-10-14 6-1-2 5-11-0 6-1-2 6-10-14 2-0-0 Scale=1:60.3 5x6 = 5x6 = 4.00 12 4 5 El 111 2x4 ior 2x4 // m 6 in r7 N4111111414pik r 7 a e v' 2 a '1 I f1 8 rah d 11 10 9 v d 3x8= 3x8 = 3x4 = 5x6= 3x4= I 8-4-10 15-11-8 23-6-6 I 31-11-0 I 8-4-10 7-6-14 7-6-14 8-4-10 Plate Offsets(X,Y)— 12:0-4-0,Edael.17:0-4-0,Edgel.110:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.22 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.43 9-10 >873 180 BCLL 0.0 * Rep Stress Incr YES WB 0.28 Horz(TL) 0.13 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:144 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1130/0-3-8,7=1130/0-3-8 Max Horz 2=66(LC 12) Max Uplift 2=-415(LC 8),7=-415(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2523/1627,3-4=2314/1547,4-5=-1781/1240,5-6=-2314/1547,6-7=-2523/1627 BOT CHORD 2-11=-1407/2332,10-11=-968/1755,9-10=973/1755,7-9=-1434/2332 WEBS 3-11=-343/359,4-11=356/536,5-9=-356/536,6-9=-343/359 NOTES- (5-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed fora 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 415 lb uplift at joint 2 and 415 lb uplift at joint 7. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 1 t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notIE. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra.VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030760 1213864 T05 Hip Truss 2 1 Job Reference(ootionall Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc.Fri Sep 1507:15:42 2017 Page 1 I D:_8kMQOg ICcvBYV7m4?iycCyToxk-ItnyGtprfzdq_aFhHtyxOrBaU1 tUKk4xUBPPi IydTVW 1 -2-0-0 I 7-10-14 1 15-0-0 116-11-0 1 24-0-2 I 31-11-01 33-11-0 I 2-0-0 7-10-14 7-1-2 1-11-0 7-1-2 7-10-14 2-0-0 Scale=1:61.3 4x6= 4x6= 5 6 3x6% 3x6 1.4488888888888888.4141%. 4.00 12 3x4% 47 3x4 Zizi 3 �� 3/4� 8 ur in 2 9 ,n 1 J 0 ci' ra 0 — 10 • d 3x8= 15 14 13 12 11 308 = 204 II 3x6= 2x4 II 3x4 = 3x4 = I 7-10-14 I 15-0-0 1 16-11-0 1 24-0-2 I 31-11-0 I 7-10-14 7-1-2 1-11-0 7-1-2 7-10-14 Plate Offsets(X,Y)— F2:0-4-0,Edael,19:0-4-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.22 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.45 14-15 >847 180 BCLL 0.0 * Rep Stress lncr YES WB 0.93 Horz(TL) 0.14 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1130/0-3-8,9=1130/0-3-8 Max Horz 2=-75(LC 13) Max Uplift 2=-406(LC 8),9=-406(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2490/1608,3-4=-1728/1158,4-5=1659/1176,5-6=-1582/1170,6-7=-1659/1176, 7-8=1728/1158,8-9=2490/1608 BOT CHORD 2-15=-1381/2295,14-15=-1381/2295,13-14=-850/1582,12-13=-850/1582, 11-12=-1407/2295,9-11=-1407/2295 WEBS 3-14=-823/599,5-14=-182/310,6-12=-182/310,8-12=823/599 NOTES- (8-9) 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=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18; MVVFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MVVFRS 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 406 lb uplift at joint 2 and 406 lb uplift at joint 9. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1.7473 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 NI, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overallMiTek` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030761 1213864 TO6 Common Truss 4 1 Job Reference(optional) Builders FirstSouice, Jacksonville.Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:43 2017 Page 1 I D:_8kMQOglCcvBYV7m4?iycCyToxk-m3LKTDgTQGlhckqurbTAZ3jkCRH63JE4jr9yEkydTWU -2-0-0 I 8-4-10 15-11-8 I 23-6-6 31-11-0 33-11-0 2-0-0 8-410 7-6-14 7-6-14 8-4-10 2-0-0 Scale=1:59.3 4x6= 5 3x6 3:64.00 12 2x4\�4 6 2x4 3 01, 7 PZ 8 d 12 13 11 14 10 d 3x8 — 3x8= 4x6= 3x4 = 3x8 = 10-10-15 j 21-0-1 31-11-0 10-10-15 10-1-3 10-10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.32 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.63 2-12 >606 180 BCLL 0.0 * Rep Stress Ina YES WB 0.43 Horz(TL) 0.09 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1130/0-3-8,8=1130/0-3-8 Max Horz 2=79(LC 16) Max Uplift 2=-402(LC 8),8=-402(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2442/1625,3-4=-2102/1424,4-5=-2028/1443,5-6=-2028/1443,6-7=-2102/1424, 7-8=2442/1625 BOT CHORD 2-12=-1394/2249,12-13=-810/1491,11-13=-810/1491,11-14=-810/1491, 10-14=-810/1491,8-10=-1420/2249 WEBS 5-10=-403/648,7-10=-489/483,5-12=-403/648,3-12=489/484 NOTES- (7-8) 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=4.2psf;BCDL=3.0psf;h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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=5.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 402 lb uplift at joint 2 and 402 lb uplift at joint 8. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. t t ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 96610 Job Truss Truss Type Qty Ply T12030762 1213864 T07 GABLE 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:45 201/Page 1 ID:_8kMQOgICcvBYV7m4?iycCyToxk-iST4uvsjyu?Prl_Gy?WeeUpCl El bXJcNA9e3IdydTWS -2-0-0 I 15-11-8 I 31-11-0 3311-0 2-0-0 15-11-8 15-11-8 2-0-0 Scale=1:59.3 4x6-2x4 I I 2x4 II 2x4 I I 11 12 13 2x4 II 4 2x4 liii - II 17 2x4- 18 2x4II 19 2x4 II- 20II 23 IA 3x4 = 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4 = 2x4 II 2x4 II 2x4 II 2x4 II2x4 II 2x4 II2x4 II2x4 11204 115x6=2x4 II2x4 II 2x4 II 2x4 II2x4 112x4 II 2x4 II 2x4 II2x4 II 31-11-0 31-11-0 Plate Offsets(X.Y)- [7:0-3-0,0-3-01,[17:0-3-0,0-3-01,[33:0-3-0,0-3-01 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 0.31 Vert(LL) -0.02 23 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.03 23 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 22 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:188 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 31-11-0. (Ib)- Max Horz 2=79(LC 12) Max Uplift All uplift 100 lb or less at joint(s)34,35,36,37,38,39,40,41,42,32,31,30,29,28,27,26, 25,24 except 2=-143(LC 8),22=-153(LC 9) Max Gray All reactions 250 lb or less at joint(s)33,34,35,36,37,38,39,40,41,42,32,31,30,29,28, 27,26,25,24 except 2=253(LC 1),22=253(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)34,35,36,37,38,39, 40,41,42,32,31,30,29,28,27,26,25,24 except(jt=lb)2=143,22=153. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 1 1 NM= WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note 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 �1 Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712030763 1213664 T08 GABLE 2 1 Job Reference(ootional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:46 2017 Page 1 ID:_8kMQ0glCcvBYV7m4?iycCyToxk-Ae1 S6EsMjB7GTBZSWj1tAhLMneNmGIcWPpNcr3ydTWR -2-0-0 } _ 15-11-8 _ 31-11-0 2-0-0 15-11-8 15-11-8 Scale=1:57.3 4x6 = 2x4 II 2x4 II 2x4 11 12 13 2x4 2x4 10 !.7 14 2x4 5x6 2x4 1 9 - - 15 2x4 I 15x6 8 16 4.00 12 2x4 II 7 - = 17 2x4 II 2x4 II 6 �� = - te 18 2x4 I 2x4 I 6 ✓ 19 2x4 II 2x4 II 4 - - 20 2x4 II 3 21 2 22 xAAA r.xxxxnnnr.xx A,A A,AAAAAAAAAAAAAAA nAnx xAnnxxnxxnxn.nnnnx An 3x4= 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x4= 2x4 112x4 112x4 112x4 112x4 112x4 112x4 112x4 112x4 115x6=2x4 112x4 112x4 112x4 112x4 112x4 112x4 112x4 112x4 I I 31-11-0 31-11-0 Plate Offsets(X,Y)- [7:0-3-0,0-3-01,117:0-3-0,0-3-01,[32:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 22 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:185 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 31-11-0. (Ib)- Max Horz 2=89(LC 12) Max Uplift All uplift 100 lb or less at joint(s)24,25,26,27,28,29,30,31,33,34,35,36,37,38,39,40, 41,22 except 2=-141(LC 8),23=-111(LC 13) Max Gray All reactions 250 lb or less at joint(s)24,25,26,27,28,29,30,31,32,33,34,35,36,37,38, 39,40,41,22 except 2=252(LC 1),23=278(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)24,25,26,27,28,29, 30,31,33,34,35,36,37,38,39,40,41,22 except(jt=lb)2=141,23=111. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 1 I pin ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing " iT@k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 'r�, fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030764 1213864 109 Common Truss 8 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:47 2017 Page 1 I D:_8kMQ Og I C cv BYV7m4?iycCyToxk-erarJat_U VF74L8f4QY6jvu P82er?6hgdT7AN V ydT WQ -2-0-0 I 8-4-10 15-11-8 23-6-6 31-11-0 2-0-0 8-4-10 7-6-14 7-6-14 8-4-10 Scale=1:57.3 4x6= 5 iG 3x6 4x6 4.00 FT 2x4\\4 6 2x4// 7 3 tis �1 2 a 1�,=1 111 r 12 10 13 9 8x8— 3x6— 3x4= 4x6= 3x4 = 10-10-15 I 21-0-1 I 31-11-0 10-10-15 10-1-3 10-10-15 Plate Offsets(X,Y)— f6:0-3-O,Edgel,f8:0-1-6,Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.33 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.65 8-9 >584 180 BCLL 0.0 * Rep Stress Incr YES WB 0.46 Horz(TL) 0.09 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 6-8:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1137/0-3-8,8=1011/Mechanical Max Horz 2=89(LC 16) Max Uplift2=-403(LC 8),8=-301(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2463/1651,3-4=-2122/1450,4-5=-2048/1468,5-6=-2078/1493,6-7=-2154/1475, 7-8=-2496/1690 BOT CHORD 2-11=-1477/2269,11-12=-868/1510,10-12=-868/1510,10-13=-868/1510,9-13=-868/1510, 8-9=-1521/2322 WEBS 5-9=-435/688,7-9=-524/517,5-11=-402/647,3-11=-489/485 NOTES- (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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=5.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=403, 8=301. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030765 1213864 T10 HIP TRUSS 1 Job Reference(optional) Builders FirstSouice, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:50 2017 Page 1 ID:_8kMQOglCcvB W7m4?iycCyToxk-3QGzxcwsmQdixpsEIZ5pLXWzRFfJCQ46KRLq_gydTWN -2-0-0 I 2-8-15 I 6-4-10 I 10-0-6 I 13-8-1 I 16-5-0 I 18-5-0 2-0-0 2-8-15 3-7-11 3-7-11 3-7-11 2-8-15 2-0-0 Scale=1:34.4 4.00 12 4x6 3x6= 3x6 = 4x6= 3 14 4 15 16 17 5 18 6 5x6% PM _ _ 5x6 2 7 gym, _'i i 8 A a 19 12 20 21 22 23 11 24 25 26 27 10 28 137x8 3x8 II 8x10 — 8x10 = 3x8 11 1 2-8-15 I 8-2-8 I 13-8-1 I 16-5-0 1 2-8-15 5-5-9 5-5-9 2-8-15 Plate Offsets(X,Y)— 111:0-4-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LId PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.16 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.30 10-11 >645 180 BOLL 0.0 . Rep Stress Incr NO WB 0.68 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:205 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, except BOT CHORD 2x6 SP M 26 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-13,7-9:2x6 SP No.2,2-12,7-10:2x4 SP No.2 REACTIONS. (lb/size) 13=4563/0-5-8,9=4563/0-5-8 Max Horz 13=-25(LC 6) Max Upliift13=1628(LC 4),9=-1628(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6311/2165,3-14=-6092/2099,4-14=-6092/2099,4-15=-11553/3880, 15-16=-11553/3880,16-17=-11553/3880,5-17=-11553/3880,5-18=-6092/2099, 6-18=-6092/2099,6-7=-6311/2165,2-13=4404/1580,7-9=-4404/1580 BOT CHORD 13-19=-143/405,12-19=-143/405,12-20=3302/9805,20-21=-3302/9805, 21-22=-3302/9805,22-23=-3302/9805,11-23=-3302/9805,11-24=3296/9805, 24-25=-3296/9805,25-26=-3296/9805,26-27=-3296/9805,10-27=3296/9805, 10-28=-126/405,9-28=-126/405 WEBS 3-12=-585/1962,4-12=-4211/1442,4-11=-761/2504,5-11=-761/2504,5-10=-4211/1442, 6-10=-585/1962,2-12=-2053/5994,7-10=-2053/5993 NOTES- (11-12) 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 13=1628,9=1628. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Continued on page 2 t I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030765 1213864 T10 HIP TRUSS 1 2 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:50 2017 Page 2 I D:_BkMQOgICcvB W7m4?iycCyToxk-3QGzxcwsmQdixpsElZ5pLXWzRF(JCQ46KRLq_gydTWN NOTES- (11-12) 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)142 lb down and 143 lb up at 2-8-15,16 lb down and 43 lb up at 4-9-11,16 lb down and 43 lb up at 6-9-11,16 lb down and 43 lb up at 8-2-8,16 lb down and 43 lb up at 9-7-5,and 16 lb down and 43 lb up at 11-7-5,and 142 lb down and 143 lb up at 13-8-1 on top chord,and 1001 lb down and 311 lb up at 2-2-4,43 lb down and 59 lb up at 2-8-15,1001 lb down and 311 lb up at 3-11-8,4 lb down and 8 lb up at 4-9-11,1001 lb down and 311 lb up at 5-11-8,4 lb down and 8 lb up at 6-9-11,1001 lb down and 311 lb up at 7-11-8,4 lb down and 8 lb up at 8-2-8,1001 lb down and 311 lb up at 8-5-8, 4 lb down and 8 lb up at 9-7-5,1001 lb down and 311 lb up at 10-5-8,4 lb down and 8 lb up at 11-7-5,1001 lb down and 311 lb up at 12-5-8,and 43 lb down and 59 lb up at 13-7-5,and 1001 lb down and 311 lb up at 14-2-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-6=-54,6-7=-54,7-8=-54,9-13=-10 Concentrated Loads(Ib) Vert:3=36(F)6=36(F)11=-1995(F=6,B=-2001)12=23(F)10=23(F)19=-1001(B)20=-1001(B)21=6(F)22=-1001(B)23=6(F)24=6(F)25=-1001(B)26=6(F)27=-1001(B) 28=-1001(B) � e ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. hut 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 A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030766 1213864 T11 HIP TRUSS 1 1 Job Reference(ootionall Builders FirstSource, Jacksonville,Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fn Sep 15 07:15:51 2017 Page 1 ' ID:_8kMQOgICcvBYV7m4?iycCyToxk-XcgL9ywUXklYZyRQJGd2t12Bvfwcx_LFY55NWGydTWM I -2-0-0 I 7-0-0 9-5-0 I 16-5-0 I 18-5-0 I 2-0-0 7-0-0 2-5-0 7-0-0 2-0-0 Scale=1:34.3 4x12= 5x6= 3.00 12 3 9 4 0 d 2 5 r ;7s1 a d r —. 6 Id 10 8 7 3x8= 2x4 II 5x6= 3x8 I 7-0-0 I 9-5-0 I 16-5-0 I 7-0-0 2-5-0 7-0-0 Plate Offsets(X,Y)— f2:0-4-0,Edgel,r3:0-7-0,0-2-41.15:0-4-0,Edge1,r7:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.22 7-8 >856 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.30 8 >630 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(TL) 0.09 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:64 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins. 3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-3 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1071/0-5-8,5=1071/0-5-8 Max Horz 2=36(LC 4) Max Uplift 2=-642(LC 4),5=-642(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2888/1816,3-9=-2768/1793,4-9=-2768/1793,4-5=-2889/1817 BOT CHORD 2-8=-1732/2745,8-10=-1746/2767,7-10=-1746/2767,5-7=-1702/2746 WEBS 3-8=-175/425,4-7=-193/426 NOTES- (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope);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=Ib)2=642, 5=642. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)203 lb down and 220 lb up at 7-0-0, and 110 lb down and 100 lb up at 8-2-8,and 203 lb down and 220 lb up at 9-5-0 on top chord,and 247 lb down and 219 lb up at 7-0-0, and 72 lb down at 8-2-8,and 247 lb down and 219 lb up at 9-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-6=-54,2-5=-10 Continued on page 2 1 I aWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Nut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7PII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12030766 11213864 T11 HIP TRUSS 1 1 Job Reference(ootional) Builders FirstSource, Jacksonville.Fl 32244 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Sep 15 07:15:51 2011 Page 2 ID:_8kMQOgICcvBYV7m4?iycCyToxk-XcgL9ywUXkdYZyRQJGd2t12Bvfwcx_LFY55N WGydTWM LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-156(B)4=-156(B)7=-215(B)8=-215(B)9=-110(B)10=-24(B) I 111 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4" Centery plate on joint unless x, 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 offsets re indicted. I (Drawings not to scale) Damage or Personal Injury r�IIIDimensions are in ft-in-sixteenths. 1140, Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. 1 2 3 diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For o-116wide truss spacing,individual lateral braces themselves 1L\4411111Arp, may require bracing,or alternative Tor I MillIEMim, p bracing should be considered. ■_ O= 3. Never exceed the design loading shown and never dstack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-e C6-7 c5-6 designer,erection supervisor,property owner and plates 0- 'hA' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connectorplates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1 397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that "--) Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 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. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. *IMO reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 1111 18.Use of green or treated lumber may pose unacceptable - -4 environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. T is not sufficient. BCSI: Building Component Safety Information, FIII11 i ■ k 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 Boise Cascade Double 3-1/2" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\FB01 11 Dry I 1 span I No cantilevers 10/12 slope September 13, 2017 10:59:04 BC CALC®Design Report Build 6080 File Name: BC CALC Project Job Name: Description: Designs\FB01 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: T T ♦ T VT V T T V T T T T T T V T P V T V T V T T T v T T T T 'V T 'p T T T T „, j, VVVV r VT T T T VI, 2 T T T T T T ♦ T T T T 1 T T T T '� Ty T V T T T T VT T VT VT V VT VT V TT V T TT T V V V TI. V _V V T.....,.V T V Li V T 'V T V T Tom- T T T....... 16-01-00 BO B1 Total Horizontal Product Length=16-01-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 322/0 4,700/0 5,718/0 B1, 3-1/2" 322/0 4,700/0 5,718/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Trib Unf. Lin. (lb/ft) L 00-00-00 16-01-00 40 15 n/a 2 Wall Unf. Lin. (lb/ft) L 00-00-00 16-01-00 0 110 n/a 3 T09 Roof Truss Unf. Lin. (lb/ft) L 00-00-00 16-01-00 427 711 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 39,533 ft-lbs 42.3% 125% 2 08-00-08 End Shear 8,312 lbs 31.2% 125% 2 01-07-08 Total Load Defl. U516(0.364") 46.5% n/a 2 08-00-08 Live Load Defl. U940(0.2") 38.3% n/a 5 08-00-08 Max Defl. 0.364" 36.4% n/a 2 08-00-08 Span/Depth 11.7 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 3-1/2"x 7" 10,417 lbs n/a 56.7% Unspecified B1 Wall/Plate 3-1/2"x 7" 10,417 lbs n/a 56.7% Unspecified Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 ®BoiseCascado Double 3-1/2" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\FB01 Dry I 1 span I No cantilevers 10/12 slope September 13, 2017 10:59:04 BC CALC®Design Report Build 6080 File Name: BC CALC Project Job Name: Description: Designs\FB01 Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure - b a—d Completeness and accuracy of input must L be verified by anyone who would rely on a 1 output as evidence of suitability for 4 • -1-' • i Nt particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with • • at,,�' current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 12" (800)232-0788 before installation. b minimum =2-1/2"d=24" BC CALL®,BC FRAMER®,AJST"', Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from ALLJOIST®,BC RIM BOARDT"",BCI®, each side. BOISE GLULAMT"" SIMPLE FRAMING Bolts are assumed to be Grade A307 or Grade 2 or higher. SYSTEM®,VERSA-LAM®,VERSA-RIM g PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Connectors are: 1/2 in. Staggered Through Bolt trademarks of Boise Cascade Wood Products L.L.C. ti •° August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 I II 1 ® MiTek USA,Inc. Page 1 of 1 =OD Note:T-Bracing/I-Bracing to be used when continuous lateral bracing is impractical.T-Brace/I-Brace must cover 90%of web length. Note:This detail NOT to be used to convert T-Brace/I-Brace MiTek USA, Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x6 I-Brace • 2x8 2x8 T-Brace ,2x8 I-Brace Nails Brace Size for Two-Ply Truss k Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 k 2x3 or 2x4 2x4 WEB 2x6 2x6 TT-Brace Brace 2x4 2x6 I I-Brace Brace 2x8 2x8 T-Brace 2x8 I-Brace k T-Brace/I-Brace must be same species and grade(or better)as web member. T-BRACE 40 Nails Section Detail T-Brace Web Nails Web �� I-Brace Nails , FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 , I II 1 ® MiTek USA,Inc. Page 1 of 1 BAEQGENERAL SPECIFICATIONS 1.NAIL SIZE=3"X 0.131"=10d 2.WOOD SCREW=3"WS3 USP OR EQUIVALENT DI DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek USA, Inc. 3.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL A GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. / 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. II ii- II w---t' I, II II II I I, I, II 1,II II I II �, �I I, I, II II II i II �I ,, -, Y 'I ', Ij II ; jll 1, 1� II III� I, I II• II IIII ., 1 it I BASE TRUSSES VALLEY TRUSS TYPICAL r' • VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P [ii- OR GIRDER TRUSS c. SEE DETAIL to.,.....00.00 , A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH NAILS 6"O.C. WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4"X 3") EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF itt, -Ak"--"---j %111141444 ON THE TRUSSES �I1�i DETAIL A (NO SHEATHING) N.T.S. JANUARY 28, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIL SP ' I II I 0 MiTek USA,Inc. Page 1 of 1 =OD NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND '= EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. E 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TTOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THIS DETAILAPPLICABLE N THE THREE ENDDDDETAILS SHOWN BELOW DIAM. SP DF HF SPF SPF-S 0 .131 88.0 80.6 69.9 68.4 59.7 O .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR 162 108.8 in 99.6 86.4 84.5 73.8 ILLUSTRATION PURPOSES ONLY 0, Z .128 74.2 67.9 . 58.9 57.6 50.3 SIDE VIEW o .131 75.9 69.5 60.3 59.0 51.1 (2x3) 2 NAILS N .148 81.4 74.5 64.6 63.2 52.5 , 01 NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. 1VA NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. I� EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: SIDE VIEW SIDE VIEW 3(nails)X 84.5(lb/nail)X 1.15(DOL)=291.5 lb Maximum Capacity (2x4) (2x6) 3 NAILS 4 NAILS ;:� NEAR SIDE / i NEAR SIDE NEAR SIDE I NEAR SIDE FA NEAR SIDE M i NEAR SIDE i NEAR SIDE ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 30°TO 60° VARY FROM 30°T060° 30°TO 60° 45.00° 45.00° `�' 45.00° /J / FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK I II I ® MiTek USA,Inc. Page 1 of 1 =OD TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek USA, Inc. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3) 10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK WEB WITH(3)-10d NAILS (0.131"x 3") ANCHOR TO ATTACH TO TOP CHORD (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x 3") w\/ 1 . BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND ATTACH TO CHORD RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WTWO#12 x . 16"DIAM.) H WOOD SCREWS((.2 NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD I Zri StIN .4riN \ w USE METAL FRAMING ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ANCHOR TO ATTACH ATTACH TO VERTICAL SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD WEB WITH(3) 10d NAILS (0.131"x 3") STRONGBACK(DO NOT USE (0.131"x 3") DRYWALL TYPE SCREWS) 4-0-0 _ WALL BLOCKING TRUSS f 2x6 STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) S S S g z THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS.IF SPLICING IS NECESSARY, USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d NAILS (0.131"x 3") EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH (12)- 10d NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) STANDARD PIGGYBACK FEBRUARY 14, 2012 I TRUSS CONNECTION DETAIL ST-PIGGY-7-10 MiTek USA,Inc. IMOD O MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. CATEGORY II BUILDING 1 1 oo EXPOSURE B or C ^ ^ J DUCE DURATION LiVr -10 OF LOAD INCREASE:1.60 MiTek USA,Inc. TRANSFERING IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E WITH(2)0.131"X 3.5"TOE NAILED. 8-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. A UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2)0.131"X 3.5"NAILS EACH. D-2 X_X 4'-0"SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,ATTACHED TO ONE FACE,CENTERED ON LINTERSECTION,WITH(2)ROWS OF 0.131"X 3"NAILS @4"O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH a �`- DIRECTIONS AND: ,,,,_.�� 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,ORIffariiimivaimraisr 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM •m 41\71'' PIGGYBACK SPAN OF 12 It. E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH '. MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT C 72"O.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM '< OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REQ.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: I>•il�� o�l�l, , . REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On . PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE I �I` \ TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE ` \ `I`` TRUSS MITEK DESIGN DRAWING. ``I` \ ..Z\IIIIMUI.X. SCAB CONNECTION PER a'1I�_ < _ �_ NOTE D ABOVE �U /� \: ,iim: \ �'� SII I�11�. sp \I i - ``SL- lir �jll %.----='"--F-- , i,I&. This sheet is provided as a Piggyback connection ������ FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO detail only.Building Designer is responsible for all j\ EACH FACE OF TRUSSES AT 48'O.C.W/(4)0.131"X 1.5"PER MEMBER. permanent bracing per standard engineering practices or ```.\ STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB TO EXTEND THROUGH FOR LARGE CONCENTRATED LOADS APPLIED BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP F2 AS SHOWN IN DETAIL. 2) ATTACH 2 x_x 4'-0"SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM 2X4) 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW •„N BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS =• GREATER THAN 4000 LBS. 'ffliif 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. FEBRUARY 14, 2012 Standard Gable End Detail ST-GE130-001 MiTek USA,Inc. Page 1 of 2 �� EEDI II I ® \ L Typical_x4 L-Brace Nailed To 2x_Verticals W/10d Nails,6"o.c. Vertical Stud 01=1 Vertical Stud (4)-16d Common DIAGONAL - \IA,.-........z Wire Nails , ` BRACE 0r� 16d Common MiTek USA, Inc. �` Wire Nails SECTION B-B P' Spaced 6"o.c. DIAGONAL BRACE /_--.-,�:T 4'-0"O.C.MAX (2)-10d Common I, 2x6 Stud or TRUSS GEOMETRY AND CONDITIONS Wire Nails into 2x6 ." 2x4 No.2 of better SHOWN ARE FOR ILLUSTRATION ONLY. \Typical Horizontal Brace Nailed To 2xVerticals 12 SECTION A-A w/(4)-10d Common Nails 'Ii„gib ,�©� Varies to Common Truss 2xa tud A //////%%/////%%%//////.%%/////iINDIVIDUAL ENGINEERINGOOTVDBLOG EEEN HIST .I TTP TRUSSESIAS NOTED.CKINTOENAIL TBLOCKING DRAWINGS FOR MITEK DESIGN CRITERIA TO RUSSESE2x4 WITH(2)-10dBNAILSTWAT EACHER END. ii ISEE ATTACH DIAGONAL BRACE TO BLOCKING W ITH Iph.� 3x4= (5) 10d COMMON WIRE NAILS. r;i I� (4)-8d NAILS MINIMUM,PLYWOOD §V����APIIPM SHEATHING TO 2x4 STD SPF BLOCK *-Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B -24”Max Roof Sheathing NOTE: _ 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. I;�-;�RJ�/♦,2r? / 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1 3„ Pril WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. (2)-10 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. / �� 2 10d NAILS ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT / ♦ ( ) BRACING OF ROOF SYSTEM. / 40* 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. ♦♦♦ 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF ♦ / DIAPHRAM AT 4'-0"O.C. ♦♦ /Trus- -s @ 24" D.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A '.♦♦ / 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ; ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. /2 6 DIAGONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Diag. Brace /ATTACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1/3 point COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. TO BLOCKING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed TYPE TRUSSES. End Wall HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL DIAGONAL Minimum Stud Without 1x4 2x4 BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SPF Std/Stud 12"O.C. 4-0-7 4-3-2 6-0-4 8-0-15 12-1-6 2x4 SPF Std/Stud 16"O.C. 3-7-0 3-8-4 5-2-10 7-1-15 10-8-15 2x4 SPF Std/Stud 24"O.C. 2-11-1 3-0-2 4-3-2 5-10-3 8-9-4 X Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c.,with 3in minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98,ASCE 7-02,ASCE 7-05 130 MPH ASCE 7-10 160 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 �� MiTek USA,Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD .. Trusses @ 24" o.c. oo HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek USA, Inc. Roof Sheathing TO BLOCKING WITH(5)-10d COMMONS. D4 X X X x 1'-3" I Max. 4 ► . , IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO ITHE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO 16d NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS _� \ \ 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN / TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \ ••4�. \ \ / PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points \ *� \ SUPPORTING THE BRACE AND THE TWO TRUSSES if needed ,4� ON EITHER SIDE AS NOTED. TOENAIL BLOCKING . \ TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH \ • (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. 11 METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG iliMEMBER ONTHE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL4 NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADEAND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: -FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL / MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. -FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL / MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) 0 •1re. ! ,I MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS G ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL �'� AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST miL ` BE PRESENTTO TORESIST PROVALLIDEOUT FULLOF LATERALLOADS.SUPPORT THE OF THE BOTTOM milimm,jsii CHORD PLANE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY. il1iiiii NOTE:THIS•DETAIL IS TO BE USED ONLY FORGABLE TRUSS STRUCTURALGABLES WITHINLAYED / STUDS.TRUSSES WLITHOUTINLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSSan / ., ■ e'Ie �' TECHNICAL BULLETIN V April 20'10 by Weyerhaeuser Bulletin TB 300 Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads Table 1: Maximum Concentrated Load Applied to Beam - Bolt or Nail Connection (lbs)t1) Hanger 1/2"13 or 3/4"0 Bolts(31c4) 16d(0.148"x 31/4")Nails Beam Configuration Bolt #Bolts #Nails Type Diameter(2) 2 4 6 8 6 12 18 24 0.5 2,100 4,200 6,300 8,400 3-ply 13/4" FACE - 2,125(5) 4,250(5) 6,370(5) 8,495(5) (51/4"Beam) 0.75 3,060 6,120 9,180 12,240 0.5 760 1,525 2,285 3,050 e ce> ce> / TOP 1,060(6) 2,125 3,185 4,250 ., 0.75 930 1,860 2,790 3.720 FACE - - --- --- --- --- 31/2"+13/4' --- --- (5'/4"Beam) f 0.5 1,050 2,100 3,150 4,200 /. TOP 0.75 1,530 3,060 4,590 6,120 1,060 2,125 3.185 4,250 0.5 2,100 4,200 6,300 8,400 31/2"+13/4" FACE! csl cs> ts� cs> (5'/4"Beam) TOP 2,125 4,250 6,370 8,495 0.75 3,060 6.120 9,180 12.240 ` FACE 0.5 1,400 2,800 4,200 5,600 --- --- 4-ply 13/4" 0.75 2,040 4.080 6,120 8.160 (7"Beam) TOP 0.5 675 1,355 2,030 2.710 --- --- --- --- 0.75 825 1,655 2,480 3,305 0.5 2,800 5,600 8,400 11,200 s s) s> (s) FACE 2,830 5,665 8,495 11,330 2-ply 13/4"+31/2" 0.75 5,025 10,050 15,070 20,095 (7"Beam) 0.5 935 1,865 2,800 3,735 TOP 945(6) 1,890)6) 2,830)6) 3,775)6) 0.75 1,360 2,720 4,080 5,440 0.5 1,720 3,440 5,160 6,880 2-ply 31/2" . FACE/ (7"Beam) TOP 0.75 2,480 4,960 7,440 9,920 0.5 1,015 2,030 3,050 4,065 2-ply 13/4"+3'/2" FACE/ (7"Beam) I TOP 0.75 1,240 2,480 3,720 4,960 0.5 1,720 3,440 5,160 6.880 FACE --- --- 2-ply 13/4"+31/2" 0.75 2,480 4.960 7,440 9,920 (7"Beam) i t TOP 0.5 675 1,355 2,030 2,710 --- --- --- --- 0.75 825 1.655 2,480 3.305 IIIS 0.5 2,800 5,600 8,400 11,200 5'/4"+13/4" tl`:, - FACE/ cs> cs) cs) s) (7"Beam) TOP 2,830 5,665 8,495 11,330 0.75 5,025 10,050 15,070 20,095 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Washers required. Bolt holes to be 9/16"maximum for'/2"bolts, 13/16"maximum for'/;'bolts. 3. Minimum end distance for bolts is 6". 4. Drilling bolt holes reduces the section of the beam and thus the load capacity of the supporting member.Shear and moment capacity of the beam must be checked at the location of each row of bolts. 5. Number of required nails shown must be installed from side opposite hanger. 6. Number of required nails shown must be installed from hanger side.Additionally,install half the number of required nails from side opposite hanger. Page 1 of 8 CONTACT US • 1.888.iLevel8(1.888.453.83581 •www.iLevel.com AWeyerhaeuser,(Level,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. .. ■ . I eve TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB 300 Table 2A: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (Ibs)t11 _ Fastener Type Hanger Wood USP WS Simpson SDS Beam Configuration Screw Type Length #Screws #Screws 2 4 6 8 2 4 6 8 1 FACE(3) 3'W 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3-ply 1'/4" (51/4"Beam) TOP(21 3W' 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 FACE 3Y/' --- - -- 3%"+13/4" (51/4"Beam) i TOP(4) 31/' 720 1.435 2,155 2,870 1.020 2,040 3,060 4,080 3'/1"+13/4" . FACE 1 (51/4"Beam) TOp t3, 3W 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 { 1 ' FACE(2) 6"(5) 1,055 2.110 3,165 4,220 1.360 2,720 4,080 5,440 4-ply 13/4" (7"Beam) 1 1 TOP(2) 6'45l 705 1.405 2,110 2.810 905 1,815 2,720 3,625 i 3Y2" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 FACE(3) 2-ply 13/4"+31/2" 6"l5' 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7"Beam) TOP t2j 3'/3" 640 1,275 1,915 2,550 905 1,815 2,720 3,625 - 6"151 705 1,405 2,110 2,810 905 1,815 2,720 3,625 j 2-ply 3'/z" { FACE/ (7"Beam) ? TOP 12) 6 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 { 2-ply 11/4'+31/2" FACE3� 6' 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 (7"Beam) TOP FACE141 e,r 1.055 2,110 3.165 4.220 930 1.860 2,785 3,715 2-ply 11/4"+3%" ; (7" Beam) TOP141 6"`5' 705 1.405 2,110 2,810 905 1.815 2,720 3,625 51/4"+13/4" FACE I (7"Beam) TOP t31 3'W 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallam®PSL and Microllam®LVL,but are not recommended for TimberStrand®LSL. Page 2 of 8 w CONTACT US • 1.888.iLevel8 11.888.453.8358) •www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ I eve . TECHNICAL BULLETIN April 20'10 Weyerhaeuser Bulletin TB-300 Table 2B: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)111 Connection Name Hanger Wood TrussLok Beam ConfigurationType Screw Length #Screws _ 2 4 6 8 FACE(3) 3%" 1,600 3,205 4,805 6,410 3-ply 13/4" (51/4"Beam) TOP(2) 3%" 800 1,600 2,405 3,205 FACE 3%" -- -- -- 31/2"+13/4" (51/4"Beam) TOP 14) 33/8' 800 1,600 2,405 3.205 3'/z"+13/4" FACE/ 51/4"Beam TOP 131 3'/" 1,600 3,205 4,805 6,410 FACE(2) 5".63A" 1,160 2.320 3,480 4,640 4-ply 13/4" i (7" Beam) { j TOP(2) 5 6'/" 775 1.545 2,320 3.095 ' FACE 131 - 3%" 2,135 4,270 6,410 8,545 2-ply 13/4"+31/2" 5" 6% 2,320 4,640 6,960 9,280 (7"Beam) I f , TOP(2) 33/e" 710 1,425 2,135 2,850 5".63/." 775 1,545 2,320 3,095 2-ply 31/2" FACE zj 5",6'/" 1,160 2,320 3,480 4,640 (7"Beam) TOP 2-ply 13/4"+31/2" FACE3� 5",6%" 1,160 2,320 3,480 4,640 (7" Beam) ) TOP FACE(4) 5".6%" 1,160 2.320 3,480 4.640 2-ply 1%"+31/2" (7" Beam) { TOP 141 5",63/4" 1,160 2,320 3,480 4,640 51/4"+ 13/4" FACE/ (7" Beam) TOP 131 5",6%" 2,320 4,640 6,960 9,280 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. Page 3 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser,'Level,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.C 2010 Weyerhaeuser NR Company.All rights reserved. ■ �' TECHNICAL BULLETIN . I eve April 2010 h>,WeyerhaeuserBulletin TB-300 Table 1, 2A, 2B General Notes • Connections are based on NDS®2005 or manufacturer's code report. • All plies must be the same material and grade. • Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. • Rotational effects should be considered for 7"wide beams loaded from one side only. • Capacities shown for face mount hanger conditions are based on 16d common(0.162"x 3%")nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. • Verify adequacy of beam with all loads applied by using iLevel software or other methods. • See the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details • 1/2"bolts-9/16" 0 maximum holes • 3/4"bolts-13/1s'0 maximum holes a a • Lead holes not required for wood screws N u ° Conc.Load Conc.Load mm° • Conc.Load Conc.Load me 0° N C7 • • l • • • • :T+' . +., / f. \4/1/ `/J \ l/✓ L/: \EQ.,( EQ.\ \ 2'I�Max \ (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min.Beam Depth: Min.Beam Depth: Min. Beam Depth: d=7W for''/3"0 bolts d=9'/•"for'/2"o bolts d=11W for''h"a bolts d=9W for'/;'a bolts d=14"for'/."0 bolts d= 16"for'/."0 bolts Conc. Load Nailed Connection Detail .-- a .,Mil • • 0 • • *STAGGER NAILS TO 00. PREVENT SPLITTING • • • 16d Sinker(typ) 1 W 1 1 1 1 9' (0.148"x 3'/:') TYp. I I (+/-1 ) I L6 Nail Pattern]] 12 Nail Pattern 18 Nail Pattern Page 4 of 8 24 Nail Pattern w CONTACT US • 1.888.iLevel8 (1.888.453.83581 •www.iLevel.com AWeyerhaeuser,iLevel.Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ,.„ g TECHNICAL BULLETIN March 2010 =-'n TB-300 Table 3: Allowable Capacities of 51/4" Beams with Bolt Connections Bolt Conn. Beam Depth Dia. Loc. 71/4" 91/4' 91/4" 11'/4" 1178" 14" 16" 18" 20" 24" <5d 6,235 6,545 8,755 9,560 12.345 15,005 Max 1/2" >5d 10,150 10,500 12,950 13.825 16,800 19,600 Shear <5d 3,995 4,260 6,210 6,940 9.510 12,015 -J (lbs) '/a" >5d 8,750 9,100 11,550 12,425 15,400 18,200 ,� 2 10,605 15.295 15,685 23,905 32,760 42,265 m4 9,355 13,470 13,730 20,915 28,725 37,250 /2. 6 9.350 13,470 13,730 20,910 28,725 37,245 -- Max 8 13,510 20.575 28,275 36,685 Moment 2 10,600 15.290 15.685 23.900 32,755 42,260 E_ (ft-Ib) 4 9,900 14,215 14,195 21,490 29,020 37,225 -- ~ 1/`„ 6 29,015 37,220 8 36,655 - <5d 2.745 4.445 4,665 6.240 6,810 8.795 10,690 12.610 14.545 18,440 Max 1/2" >5d 5.235 7,230 7,480 9.225 9,850 11,970 13,965 15,960 17,955 21,945 Shear <5d 1.455 2,845 3,035 4.425 4,945 6.775 8,560 10.390 12,250 16.040 > (lbs) /." >5d 4.240 6,235 6,485 8.230 8,855 10.975 12,970 14,965 16.960 20.950 J 2 9.960 16,220 17,105 23.990 26,730 36.385 46,670 58.130 70,740 99.375 ii, E /Z„ 4 9,025 14,305 15,065 21,000 23,385 31,905 41130 51,535 63,100 89,670 6 14,305 15,060 20.995 23,385 31,905 41,125 51,530 63,100 89.670 o Max 8 20,660 23,010 31,405 40,510 50,795 62,250 88590 c`v Moment 2 9.950 16,210 17.100 23.985 26.725 36.380 46,665 58.125 70 740 99.370 (ft-Ib) 4 15,145 15.895 21.710 24,030 32,235 41,105 51.120 62.285 88.015 6 32,230 41,100 51.115 62,280 88.010 8 -- 40,475 50.335 61,335 86.745 <5d 4,520 4.745 6,350 6,930 8,950 10,880 12.830 Max 1/2' >5d 7,360 7.615 9,390 10,025 12,180 14,210 16,240 Shear <5d 2,895 3,090 4,505 5.030 6.895 8,710 10.575 J (lbs)cn >5d 6,345 6.600 8,375 9,010 11.165 13.195 15,225 a 2 18.090 19.080 26.760 29,815 40.740 52,430 65.495 E 4 15,960 16,805 23,420 26,085 35,725 46,205 58,065 m 6 15,955 16,800 23,420 26,080 35,725 46,205 58.060 m Max 8 23,045 25,665 35,165 45,510 57,235 m Moment 2 18.080 19,070 26.755 29,810 40.735 52,425 65.490 a- (ft-Ib) 4 16,890 17,730 24,215 26,805 36.095 46.180 57,600 ,/4„ 5 8 36,085 46 170 57 45,470 56,715 - Table 3 General Notes ■ Connection location refers to distance from face of bearing to centerline of connection,where d is the beam depth. Less than 5d refers to connections located less than five times the depth of the beam from the face of bearing. • Shear reduction has been taken in accordance with NDS 3.4.3.3. • All values shown are for 5'/a widths. Multiply by 1.33 for 7"wide beams. • 9W and 11'/4"TimberStrand®LSL are 1.3E grade, all other depths are 1.55E grade. Page 5 of 8 w CONTACT US• 1.888.iLevel8 (1.888.453.83581 •www.iLevel.com `Weyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ • I ! !l - - 't TECHNICAL BULLETIN March 2010 ty`A'eyerhae..,`cr Bulletin TB-300 Connection Design Example Given the floor framing shown below, specify the necessary connections for the a 3-ply Microllam®LVL beam supporting a 2-ply Microllam®LVL beam on one side and floor joists from the other side. The floor joists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. Brg. (Typ.) / .LA._____ JL • J ! L JL J L J , L .1 L• _^ • Additional 3-1'/." x 14" Microllam®LVL Beam, Flush "- ' L.\\ Connection Required for r Concentrated Face Mount Hanger with 5,000 lbs Reaction Load I. r R Microllrollam 2- x 1®LVL" 14 " Floor Joists @ 24"o.c., Typ. Beam, Flush i. r < 4'-0" >1 15'-0" Partial Framing Plan Page 6 of 8 CONTACT US • 1.888.iLevel8 11.888.453.83581•www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR ©2010 Weyerhaeuser NR Company.All rights reserved. ■ eve TECHNICAL BULLETIN March 2010 by Weyer,ae..,se. Bulletin TB-300 Solution: ■ Use the iLevel Trus Joist®Beams, Headers, and Columns Specifiers Guide(#TJ-9000)to select a connection for the uniform loading. Multiple options exist that meets or exceed the 500 plf requirement: — 2 rows of diameter bolts at 16"on-center(570 plf) — 2 rows of USP WS35 wood screws at 16"on-center(540 plf)on each side of beam — 2 rows of SDS'/:'x 3W at 24"on-center(510 plf)on each side of beam — 2 rows of 5"TrussLok wood screws at 24"on-center(500 plf) ■ Determine what additional connection is needed for the concentrated load using the information in this Technical Bulletin: 1. Using Table 1,2A or 2B of this bulletin, locate the section for a 3-ply 1%"member and face mount hanger. Again, multiple options exist that exceed the 5,000 lb load requirement: — %"diameter bolts in a 6-bolt connection (6,300 lbs) — 16d(0.148"x 3%")sinker nails in an 18-nail connection (6,370 lbs) — 3'W WS wood screws in an 8-screw connection(5,740 lbs) — 3W SDS wood screws in a 6-screw connection(6,120 lbs) — 3%"TrussLok wood screws in an 8-screw connection (6,410 lbs) Note that the allowable applied concentrated load is dependent upon the type of hanger used and 16d common nails must be used for face mount hanger installation to achieve the capacities shown. 2. If the bolted connection option is chosen,the 3-ply beam must be checked for the effect of the bolt holes from the 6-bolt connection. This task may be accomplished by utilizing the location analysis feature in iLevel software. Per the detail on page 4,the bolt holes will be located approximately 1'to either side of the concentrated load location. After inputting the span and load information,choose the two locations corresponding to the concentrated load location C/_) 1'. Upon completion of the analysis, compare the calculated shear and moment for each of the two locations against the reduced allowable shear and moment capacities of the beam for the bolt pattern selected using Table 3 on page 5 of this bulletin. See the Forte®software output on the following page for results of this analysis. The 3-ply Microllam®LVL beam works for the given loading. Refer to the highlighted values for the results at both bolt locations(1'on either side of the load). The highest calculated shear at either location is 6035 lbs. The highest calculated moment is 25,215 ft-lbs. The connection is less than 5d(48"< 14"*5=70")from the end of the member. From Table 3 of this bulletin,the reduced allowable shear for the 3-ply 14"Microllam®LVL beam with the 6 bolt pattern located less than 5d from the end of the member is 8,795 lbs while the reduced allowable moment is 31,905 ft-lbs. Therefore,the beam is acceptable with the 6 bolt connection. ■ Select the preferred options for both the uniform load connection along the length of the beam and the concentrated load connection at the hanger location and specify both on the drawings including information on fastener type, size, spacing and installation pattern as appropriate. Page 7 of 8 ww CONTACT US • 1.888.iLevel8(1.888.453.83581 •www.iLevel.com .A Weyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. TCr• UAIIr• AI X111 1 l=1- 19 Forte MEMBER REPORT Level,Floor:Flush Beam 3 PIECE(S) 1 3/4" x 14" 1.9E Microllarni®l LVL PASSED overall Length 15 3 All Dimensions are Horizontal:Drawing is Conceptual Design Results Actual i3 Location Allowed Result LDF System:Floor Member Reaction(Ibs) 7595 Passed = Member Type:Flush Beam Shear(Ibs) 5837 f 1'5 1/2" 13965 Passed(49%) :! Building Use:Residential Moment(Ft-lbs) 25215 @ 4'11 718" 36387 Passed(69%) Building Code:IBC Live Load Defl_(in) 0.356©7'1 13/16" 0.489 Passed(L/494) -- Design Methodology:ASD Total Load Deft.(in) 0.456+-+T 1 7/8" 0.733 Passed(L/386) -- • Deflection criteria:LL(L/360)arid TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'15/16"oic unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports Accessories Available Required Support Reactions(Ibs) Accessories Bearing Bearing Bearing Dead I Floor/Roof I Snow 1-Stud°cail-Spruce Pine Fir 3.50 3.50' 3.4C'" 1641 1 5955+0 t 0 Blocking 2-Stud wall-Spruce Pine Fir 3.50" 3.50" 2.33" 1164/4045/0/0 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Width Dead Floor Live Roof Live Snow Comments (0.901 (1.N) (nonsnow:1.25) 11.15) 1-Jr'omtiPSF3 0 to 15' 1` 100.0 C 0 0 Oil 13'F4orr 2-Point(lb) 4' N/A 1000 4000 C Location Analysis shear wed MomenHowed hs) Comments Actual f Allowed!LDF Actua[�Allowed.LDF 1-3' 6035!13365 11.0 19186 i 363871 1.0 BOLTS LEFT OF HANGER 2-5' 3911256925215/3638711.0 BOLTS RIGHT OF HANGER Forte"'Software Operator Jon Notes 3/25/2010 9:02:21 AM i1evel f Forte'v1.1,Design Engine:V4.8.0.1 Page 1 of 1 Page 8 of 8 CONTACT US ■ 1.888.iLevel8(1.888.453.8358) •www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR 0 2010 Weyerhaeuser NR Company.All rights reserved.