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562 TIMBER BRIDGE LN - PERMIT RES18-0089 (2) Lumber design`values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ® OFFICE CO_PY° MiTek RE: 138921C - MiTek USA, Inc. Site Information• 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: Model: Anastasia Tampa,FL 33610-4115 Lot/Block: 176 Subdivision: Atlantic Beach Address: 562 Timber Bridge Lane, . City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Lou Pontigo (Pontigo and Assoc.) License#: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 67 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. I Seal# Truss Name I Date 1 T13276829 1 EJ03 2/20/18 118 IT13276846IJ11 2/20/18 12 I T13276830 J EJ06 12/20/18 119 1 T13276847 I J13 12/20/18 13 I T13276831 J EJ13 12/20/18 120 1 T132768481 J14 12/20/18- 14 2/20/1814 I T13276832 J EJ16 12/20/18 121 I T13276849 I J15 12/2-0/18 15 I T13276833 J EJ23 12/20/18 122 I T13276850 I J 16 12/20/18 16 I T13276834 J EJ29 12/20/18 123 I T13276851 I J51 12/20/18 1 17 I T13276835 J EJ30 12/20/18 124 I T13276852 I J53 12/20/18 18 I T13276836 J EJ35 12/20/18 125 I T13276853 I J55 12/20/18 19 I T13276837 EJ39 12/20/18 126 1 T13276854 1 PB01 12/20/18 110 I T13276838 J EJ46 12/20/18 127 1 T13276855 1 PB02 12/20/18 I Ill I T13276839 J EJ56 12/20/18 128. 1 T13276856 1 PB03 112 1 T13276840 1 HJ06 12/20/18 129 1 T132768571 PB04 12/20/18 113 1 T13276841 1 HJ 16 12/20/18 130 1 T13276858 1 PB05 12/20/18 114 1 T13276842 1 HJ56 12/20/18 131 1 T13276859 1 T03 2/20/18 115 I T13276843 I J01 12/20/18 32 1 T13276860 1 T04 1-2/20/18 116 I T132768441 J03 1 2/20/18 133 1 T13276861 J T05` 1.:2/20/18 I s 117 I T13276845 I J05 12/20/18 134 I T13276862 I T06: 1 2/20/18 1 The truss drawing(s)referenced above have been prepared by MiTek ``` USA,Inc. under my direct supervision-based on the parametersJvL�US provided by Building Component Supply. �.` .��G E 1V Truss Design Engineer's Name: Lee, Julius .o ; ss: `�• 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 STATE' OF .' :41� designs comply with ANSI)TPI 1. These designs are based upon parameters ,ice X` shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��5 O given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only,and was not taken into account in the preparation of �Il�If 'N A' 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. Jullus Lee PE N6.34869 should verify applicability of design parameters and properly incorporate these designs MfTek USA;Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East'Blvd.Tampa M361 Date: February 20,2018 Lee,Julius '1'of-2... Lou Pontigo & Associates, Inc. Consulting Structural Engineers ❑ NO EXCEPTION TAKEN ❑ MAKE CORRECTIONS NOTED ❑ REJECTED-SEE REMARKS ❑ REVISE&RESUBMIT Review is for the limited purpose of checking for conformance -with the design concept and the t fc:motion expressed in the contract documents.No approval is implied for the accuracy of cornplete:Bess of details.quantities.dimensions,weights or gaud,fabrica'ion processes,construction means or methods. coordination of the work with other itadc-s orcon truc ti,of the safety precautions,all of which ave the sole iespo Contractor.The Contractor is responsible for dimensions to be confirmed and correL-!t,_-d at the site.Review of specific the shaft not include a rErevv of"ihe enir:e assem�lll tv item is a cornr,one 3t.Review of re-subr�issiare+ zet ceqw s leatty designated chances on the submittal tares identiied by the Contractor. BY: RE: 138921C - Site Information: Customer Info: Toll Brothers Project Name: Model: Anastasia Lot/Block: 176 Subdivision: Atlantic Beach Address: 562 Timber Bridge Lane, . City: Atlantic Beach State: FL No. I Seal# Truss Name I Date 35 IT13276863IT07 12/20/181 136 I T13276864 I T08 12/20/18 137 I T13276865 I T09 12/20/18 138 I T13276866 I T10 12/20/18 J 139 I T13276867 I T11 12/20/18 140 I T13270868 I T11 A 12/20/18 141 I T13276869 I T12 12/20/18 142 I T13276870 I T13 12/20/18 143 1 T1 3276871 1 T14 12/20/18 144 I T13276872 I T15 12/20/18 1 145 I T13276873 I T16 12/20/18 146 I T13276874 I T17 12/20/18 147 I T13276875 I T22 12/20/18 . 148 J T13276876 1 T23 12/20/18 149 I T13276877 I T24 12/20/18 150 I T13276878 I T25 12/20/18 151 IT13276879IT26 12/20/18 ®�� COPS 152 I T13276880 I T27 12/20/18 153 I T13276881 I T28 12/20/18 J 154 1 T13276882 1 V01 12/20/18 1 155 1 T13276883 1 V02 12/20/18 156 I T13276884 1 V03 12/20/18 157 1 T13276885 1 VO4 12/20/18 158 1 T13276886 1 V05 12/20/18 1 159 1 T13276887 1 V06 12/20/18 160 1 T13276888 1 V07 12/20/18 161 1 T13276889 1 V08 12/20/18 162 1 T13276890 1 V09 12/20/18 163 1 T13276891 1 V10 12/20/18 164 I T13276892 I V11 12/20/18 J 165 1 T13276893 1 V12 12/20/18 166 1 T13276894 1 V13 12/20/18 167 1 T13276895 1 V14 12/20/18 2of2 Job Truss Truss Type City Ply 713276829 138921C EJ03 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:58:49 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-rgmtwYJNdszdFdt1 HGmmnouknnGiYBYhOBSrl lzjxxq -1-4-03-3-0 1-4-0 3-3-0 Scale=1:17.5 4 7.00 12 5x6 i 11 3 2 10 . 1 5 4x10 3-3-0 r 3-3-0 Plate Offsets(Y.Y)-- [2:0-2-12,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 4 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:18 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 4=73/Mechanical,2=231/0-5-8,5=36/Mechanical Max Horz 2=127(LC 12) Max Uplift 4=-57(LC 12),2=80(LC 12),5.3(LC 12) Max Grav 4=82(LC 17),2=231(LC 1),5=55(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25f;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extefior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 3-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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. truss to truss 5) Provide mer to echanicalrconnection b others) truss to bearing late capable of withstanding 100 Ib uplift at joints 4,2,5. ��"�!"f 0�,o®I ( Y ) 9 P P 9 P 1 ( ) ,`fie ,vL�U S• LF ®I J '• ENS... i1 10 No 34869 e r 1 r r • )c _ s i O s o of �'• Julius Los PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,201 f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/012015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for on 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.TTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply � 713276830 138921C EJ06 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:58:50 2018 Page 1 I D:dnLxGl myC66R2ONeZr2lgJzW 6tm-JOKF7uK?OA5UtnSDq_H?JORp9AW sHeordrBOakzjXxp 1-4-0 6-0-0 1-4-0 6-0-0 Scale=1:25.8 4 7.00 FIT 0 5x6 i 12 d v 3 2 1 j 5 4x10 11 3- 6-0-0 3 9 5-9-0 Plate Offsets(X,Y)-- (2:0-2-12,0-0-21 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) 0.16 5-10 >434 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.14 5-10 >515 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.10 4 n1a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MP Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (ib/size) 4=141/Mechanical,2=356/0-3-8,5=63/Mechanical Max Horz 2=193(LC 12) Max Uplift 4=-119(LC 12),2.180(LC 12),5=-67(LC 12) Max Grav 4=148(LC 17),2=356(LC 1),5=102(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 5-11-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. ,,®�19 i t l t►8�®® 4) Refer to girder(s)for truss to truss connections. vLIU S 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except Qt=1b) ,e , ••.,... �� 4=119,2=180. �� •' GENS+ • X00 • N 34869 : 1 r s m 1 r w O N AL �e% �e1®etrtto��°. Julius Lea PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A111-7473 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. &acing Indicated Is to prevent buckling of Individual imss 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,seeANSI/TPI I Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply � 713276831 138921C EJ13 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:58:51 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-nCudLELdBUDLUx1 POhoEsDz4raxs052_sVxx6AzjXxo 1-5-14 3-6-14 1-5-14 3-6-14 Scale=1:17.3 4 Ii 6.26 F12 5x6 3 D 0 o_ N 2 . 1 5 4x10 II 3-6-14 3-6-14 Plate Offsets(X Y)-- f2'Edge 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 4 n1a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-14 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 4=81/Mechanical,2=255/0-5-13,5=39/Mechanical Max Harz 2=125(LC 12) Max Uplift 4=-57(LC 12),2=-97(LC 12) Max Grav 4=85(LC 17),2=255(LC 1),5=60(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)-1-6-11 to 2-8-3,Exterior(2)2-8-3 to 3-6-2 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide meer to chanicalrconnection b connections. truss to bearing late capable of withstanding 100 Ib uplift at joints 4,2. ,`0%41111111111� ( Y ) 9 P P 9 P 1 ( ) % ,JLIUS• LFF oI®! ae •••GEN ee No 34869 :C o v eesF• -40R10e''G��o�, S • . ..: ;SIONA'..% Julius Lee PE No.34869 MiTek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p�� 1, building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!T4 eti` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r 713276832 138921C EJ16 Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:58:51 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-nCudLELdBUDLUx1 POhoEsDzyKaotO52—svxx6AzjXxo 1-4-06-0-0 1-4-06-0-0 Scale=1:31.1 3 7.00 12 6 3x4 11 2 1 5 3x6= 4 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.13 4-5 >521 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.16 4-5 >421 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.24 3 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=341/0-5-8,3=149/Mechanical,4=65/Mechanical Max Horz 5=254(LC 12) Max Uplift 5=-50(LC 12),3=-134(LC 12),4=-20(LC 12) Max Grav 5=341(LC 1),3=171(LC 17),4=107(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-291/194 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Inter or(1)1-7-2 to 5-11-4 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members. truss to 5) Provide mer to echranicalrconnection(b others)ons.truss to bearing late capable of withstanding 100 Ib uplift at'oint s 5,4 except t—Ib , >,�t+�1""�,��Oi 3=134. NY ) 9 P P 9 P 1 ( ) P G— ) e,,0 ,v��U S• � Igoe 00 No 34869 :*X - .• T �•.Cj/��, s 40 R.X. 1O N A� Julius Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ® WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must 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 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,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply • T13276833 138921C EJ23 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:58:52 2018 Pagel I D:dnLxGlmyC66R2ON eZr21 gJzW 6tm-FPSOYaMFvnLC65ccyPJTORW Fu_JxlYH84ggVeczjxxn -1-5-0 2-0-11 1-5-0 2-0-11 Scale=1:13.7 4 m 5x6 i o 6.60 12 3 m 2 N N Cb 1 1 S 4x10 11 2-0-11 2-0-11 Plate Offsets(X Y)-- [2:0-2-12,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:14 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 4=32/Mechanical,2=202/0-5-8,5=15/Mechanical Max Horz 2=96(LC 12) Max Uplift 4=28(LC 12),2=-92(LC 12),5=-1(LC 9) Max Grav 4=39(LC 17),2=202(LC 1),5=30(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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. Refer to truss to truss 5) Provide mechanicalrconnection b others) truss to bearing late capable of withstanding 100 Ib uplift at joints 4,2,5. �aC rIl ,s0 ( Y ) 9 P P 9 P 1 O <� ILIUS tE I� .` •' CEN • �� :••�'\ S' • 4do • 34869 o - fir �-p e 0 o R.\., Julius Lee PE No.34869 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ® WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MirEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. �' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'MiTv k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPiI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insfitute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply , 713276834 138921C EJ29 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:58:53 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-jbOOmwMtg5T3kE BoW 6rixe2NJOZ?UzcHJpQ2A3zjxxm -11 04.5-6 6-4-0 8-9-4 1-4_0 � 4-5-6 1-10-10 2-5-4 Scale=1:31.3 4 2x4 11 3 7.00 12 13 0 12 2 0 1 6 2x4 11 5 3x4= 4x6 11 -5-4 6-4-0 8-9-4 5- 5-10-12' 2-5-4 Plate Offsets(X Y)-- [2:0-0-8,0-0-01,r2:0-0-7,0-7-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.10 6-11 >747 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.08 6-11 >906 180 BCLL 0.0 Rep Stress[nor YES WB 0.12 Horz(CT) -0.02 4 Na n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MP Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length)2=0-3-8,6=0-5-8. (lb)- Max Horz 2=259(LC 12) Max Uplift All uplift 100 Ib or less at joints)4,5 except 2=-141(LC 12),6=-332(LC 12) Max Grav All reactions 250 Ib or less at joint(s)4,5 except 2=335(LC 1),6=446(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6-431/352 NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 8-8-8 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 e�0 001J $ t� will fit between the bottom chord and any other members. ,0 �,. •.. F °e 4) Refer to girder(s)for truss to truss connections. ,�� .••�G E N s•• ee • e 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5 except(jt=1b) s� V � •". io 2=141,6=332. : Ni No 34869 tei91l11 Julius Lee PE No.34869 MiTek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tarripa FL 33610 Date: February 20,2018 WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.1010312015 BEFORE USE. Design valfd for use only with MITek6 connectors.This design Is Lased only upon parameters shown.and is for an Individual building component,not a hrrss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Ind!cated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Miffek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Sulte 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply � r 713276835 138921C EJ30 JACK-OPEN 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:58:53 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-j bOOmwMtg5T3kEBoW 6rixe2N UOZ2UzeHJpQ2A3zjXxm 4-5-6 6.4-0 8-9-4 r 4-5-6 1-10-10 2-5-4 3 Scale:3/8'=1' 1 2x4 11 7.00 F12 2 12 0 w 16 11 � 14 1 0 52x4 II 4 3x4= 4x6 II 5- 6-4-0 8-9-4 5- 5-10-12 Plate Offsets(X Y)-- r1.0-0-8 0-0-01 [1:0-0-7,0-7-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.11 5-10 >673 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.09 5-10 >825 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.02 3 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:34 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length)1=0-3-8,5=0-5-8. (ib)- Max Horz 1=208(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)3,4,1 except 5=370(LC 12) Max Grav All reactions 250 Ib or less at joint(s)3,4,1 except 5=483(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-425/362 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to B-8-8 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,t11!!!111 j1 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 by2-0-0 wide ��,,,vL�US ��°I'0:e will fit between the bottom chord and any other members. �` ,.•;••••• • F ee . 4) Refer to girder(s)for truss to truss connections. ,�� .••�Ci E.1V q�• �� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4,1 except �� Fes••._ �� (t=1b)5=370. ti • 34869 X13 •fie 111!!!!10►��, Julius Lee PE No.34869 MiTek USA,Inc.R-Cert 6634 . 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MU-7473 rev.10/032015 BEFORE USE. �� Design valid for use only with MfiekO connectors.This design Is based only upon parameters shown,and Is for an InclMdual 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 :E ffek' 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,seeANSf/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13276836 138921C EJ35 MONOPITCH 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:58:54 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-BnamzGN W RPbvL01_3gMxUsbZYozZDOXRYT9cjVzjXxl 5-3-5 5-3-5 Scale=1:18.8 T 3x8= 2 7.00 F12 10 C, co 3x6= 9 0 o j rn U L a 0 3 1 3x4 I 2x4 i 0-5-4 5-3-5 0-5-4 4-10-1 Plate Offsets(X Y)-- [1:0-4-0,0-0-41,[2:0-4-8,0-1-01 LOADING lost) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=184/0-3-8,9=159/0-3-8 Max Harz 1=102(LC 12) Max Uplift 1=85(LC 12),9=-127(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-7-0 to 3-7-0,Interior(1)3-7-0 to 4-10-1 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. `e,0o •,..••.. �j� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except Ct=1b) ego °•'�C E N s'••• �, 9=127. `� \' •°°• .0 N 34869 • � 4 � O•• m I R,O 1 % ON Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ® WARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/0312015 BEFORE USE. �� Design valid for use only with MITekm connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �/p glk' 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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Cly Ply r T13276837 138921C EJ39 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:58:55 2018 Page 1 I D:dnLxGlmyC66R2ONeZr21 gJzW 6tm-fz88AcO8CijmzYKBdXtAO38aW B9Eytgam7v9 FxzjXxk 4-5-6 7-9-4 8-9-4 4-5-6 3-3-14 1.0-0 3 Scale=1:34.5 2x4 I 2 0 7.00 12 0 N 14 2x4= i 13 0 0 Cl) 0 1 0 7 6 3x4 i 2x4 II 6x6 I I H5- Plate Offsets(X Y)-- [1:0-1-8,0-1-81,[1:0-0-7,0-6-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.36 7-12 >292 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.54 7-12 >193 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.19 4 rVa n1a BCDL 10.0 Code FBC2017lFP12014 Matrix-MP Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 3=335/Mechanical,1=36810-3-8,4=11/Mechanical Max Harz 1=208(LC 12) Max Uplift 3=-1 50(LC 12),1=-30(LC 12) Max Grav 3=356(LC 17),1=368(LC 1),4=22(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,interior(1)3-0-0 to 8-8-8 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 ,x%%1111111111 1111 will fit between the bottom chord and any other members. ,01 �L�U$ �� ,t 4)Refer to girder(s)for truss to truss connections. e` J ••• F �I® 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except Qt=1b) e�� ••�(,E lV&°•. ee 3=150. oe V F ••• e.0 34869 • e r r � /,. 4 • O ��/ I 40R XV N •.. e4+�e®11 Julius Lee PE No.34868 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must 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 Mffek' 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,seeANSf/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply rI T13276838 138921C EJ46 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:58:55 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-fzBBAcOBCijmzYKBdXtAO38fl BEOyui am7v9FxzjXxk -1-4-0 6-0-0 1-4-0 6-0-0 Scale=1:25.4 4 7.00 12 3x5\\ o 3 7v v I 2 5 4x10 11 Or3-1 2-0-10 6-0-0 03-1 1-6-14 3-11-6 Plate Offsets(X Y)-- [2:0-2-12,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.14 5-10 >508 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.12 5-10 >606 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.08 4 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 2-4-10 REACTIONS. (Ib/size) 4=141/Mechanical,2=360/0-3-8,5=59/Mechanical Max Horz 2=193(LC 12) Max Uplift 4=-123(LC 12),2=-182(LC 12),5=-61(LC 12) Max Grav 4=149(LC 17),2=360(LC 1),5=98(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=l3omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411t;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 5-11-4 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. Refer to truss to truss 5)Provide mechanicalrconnection b others) truss to bearing late capable of withstanding 100 Ib uplift at joints 5 except t—Ib �� 6„IO��% ( Y ) 9P aP 9 P 1 O P G- ) 4=123,2=182. ,��e , ,...... ♦e EN ♦♦♦ \G �'� .0 3486.9 r •�L a 4 ` A� a•�`' Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tarfipa FL 33610 Date: February 20,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M➢-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with 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 .-MiTek7 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13276839 138921C EJ56 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:58:56 2018 Page 1 ID:dnLxGlmyC66R2ONeZr21gJzW6tm-7AhWOxPmzOrdbivNBEOPZHggBbcBhLHj?neinOzj)xj -1-4-0 6-0-0 1-4-0 6-0-0 Scale=1:25.4 4 i I 7.00 F12 3x5\\ o 3 4 4 2 1 5 1 4x10 I i 02 3-1 6-0-0 0-3-1 5-8-4 Plate Offsets(X Y)-- [2:0-2-12,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.05 5-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.10 5-10 >724 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.08 4 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MP Weight:29 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 2-4-10 REACTIONS. (Ib/size) 4=141/Mechanical,2=360/0-3-8,5=59/Mechanical Max Horz 2=193(LC 12) Max Uplift 4=-112(LC 12),2=-91(LC 12) Max Grav 4=157(LC 17),2=360(LC 1),5=98(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 5-11-4 zone;cantilever left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf 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. fer to 5)Provide mechanical connection b oer(s)for truss to truss thers) truss to bearing late capable of withstanding 100 Ib uplift at joints 2 except t—Ib ,a�,,j11 B"�'•�®,! ( Y ) 9 P aP 9 P 1 ( ) P G— ) 4=112. ,� , .....,••� I,e ®� .•' GENS e� 348694• e � • ORX Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke Gast Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not - �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 5 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ? 713276840 138921C HJ06 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:58:57 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-cMFvbHPOkKzUCsUZlyve5UDzx?wlOnitEROGJgzjXxi 1-10-100-1 4-2-9 8-5-1 1-10 4-2-9 4-2-9 NAILED 5 Scale=1:27.8 NAILED 14 NAILED 4.95 F12 NAILED 3x4 4 3x5 \\ 3 2 ED N D 1 15 8 16 7 NAILED 2x4 11 NAILED 6 5x12 II NAILED NAILED NAILED 3x4= NAILED 0-4-4 4-2-9 8-5-1 -4-4 3-10-5 4-2-9 Plate Offsets(X Y)-- (2:0-3-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.08 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.07 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:43 ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 5=152/Mechanical,2=42610-4-15,6=201/Mechanical Max Horz 2=191(LC 8) Max Uplift 5=-138(LC 8),2=-329(LC 8),6=216(LC 5) Max Grav 5=152(LC 1),2=447(LC 28),6=222(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-340/215 BOT CHORD 2-8=-251/238,7-8=-251/238 WEBS 4-7=-282/298 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ®`�v11 m L 18111®®� 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 e0O �LtU S �� will fit between the bottom chord and any other members. �` ......... F ,jam 4)Refer to girder(s)for truss to truss connections. ®ems .•'qtr',E N& 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) ee ;` V �•.°.� 40' 5=138,2=329,6=216. ` ;• iV 34869 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss aye noted as front(F)or back(B). .. LOAD CASE(S) Standard 1 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1 5=-60,6-9=-20 �i�'�,[�'• r eee 0 Concent � Vert:8=7(F=4,B=4)3=91(F=45,B=45)14=-53(F=-27,B=-27)16=-39(F=-20,B=-20) mvs11 1111)116';` Jullus Lee PE No.34869 MITek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before rise,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p�T building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing r I V�o e V Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,dellvery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply i r T13276841 138921C HJ16 Diagonal Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:58:58 2018 Page 1 I D:dnLxGlmyC66R2ON eZr21 gJzW 6tm-4YpHpdQOVd5Lg031IfQtei m81 PGt9CQOT57psGzjXxh -1-10-10 4-2-9 8-5-1 1-10-10 4-2-9 4-2-9 NAILED 4 Scale=1:34.1 NAILED NAILED 10 4.95 F12 NAILED 3x4 3 NAILED .{I NAILED 3x4 i 9 2 1 11 7 12 6 8 NAILED 3x4= NAILED 5 2x4 11 NAILED NAILED NAILED 3x4= NAILED 4 2 9 8-5-1 4-2-9 4-2-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.04 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. REACTIONS. (Ib/size) 8=411/0-7-6,4=162/Mechanical,5=251/Mechanical Max Horz 8=249(LC 8) Max Uplift 8=-515(LC 8),4=-152(LC 8),5=-297(LC 8) Max Grav 8=531(LC 30),4=162(LC 1),5=323(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-457/395,2-3=-388/315 BOT CHORD 6-7=-357/312 WEBS 2-7=-317/467,3-6=-421/482 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical]eft 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. �`�®i�' EIIIe06 4)Refer to girder(s)for truss to truss connections. ,�0 v��u$ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) ee , °,.••• <j 8=515,4=152,5=297. OO® .° G ENS`- 6) NS 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. ee F•••,. �' 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). : 4 NO 3869 �. ti s LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) � Vert:1-2=-60,2-4=-60,5-8=20 ow Concentrated Loads(lb) i �.�•� P .:��C/,® Vert:7=-3(F=1,B=-4)9=97(F=48,B=48)10=-86(F=-36,B=-50)12=-50(F=-22,B=-28) �s%4 0 R 1 .p;••��eee �`S�O NA �C% Julius Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a inrss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply T13276842 138921C HJ56 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:50:59 2018 Pagel I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-YI NfozReGxDCS9eysNx6Bvl KypczugjAhltNOizjXxg 1-10.10 2-6-1 8-5-1 1-10-10 2-6-1 5-11-0 NAILED 4 Scale=1:29.3 NAILED 13 4.95 12 NAILED NAILED 12 6x8 3 2 pp 1 tl 14 15 16 6 NAILED 7 NAILED NAILED 3x4=5 4x10 II NAILED 2x4 II NAILED NAILED 2-3-5 2 6 1 8-5-1 23-5 0- -2 5-11-0 Plate Offsets(X Y)-- [2:0-2-4,0-0-51,f3:0-4-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.10 6-7 >713 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.15 Horz(CT) 0.01 4 rita n/a BCDL 10.0 Code FBC2017ffP12014 Matrix-MP Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2xB SP No.2 2-8-7 REACTIONS. (Ib/size) 4=190/Mechanical,5=B/Mechanical,7=988/0-5-8 Max Harz 7=191(LC 8) Max Uplift 4=152(LC 8),5=-21(LC 13),7=-524(LC 8) Max Grav 4=191(LC 25),5=129(LC 21),7=988(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-106/261 BOT CHORD 2-7=-362/353,6-7=-315/138 WEBS 3-7=-7561496,3-6=-146/332 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,O .••.. •J%,jUS Lj� IO:fF ,jam 4)Refer to girder(s)for truss to truss connections. ®�� .•'fit;,E N S•• �j, 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except Qt=(b) �� V F•�• 40 40 4=152,7=524. 34869 6)"NAILED"indicates 3-10d(0.148"x3')or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. =.* 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard ' 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 (C/ Uniform Loads(plf) Vert:1-4=-60,5-8=-20 �i P''' >' Concentrated Vert:l3=-78(F=-39,B=-39)14=-25l(F-126,B=-126)15=10(F=5,B=5)16=-66(F=-33,B=-33) s,`A®�0 /0 N A��``�0,, ��ULlttilll�, Julius Lee PE No.34869 MITek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE Mg--7473 rev.1010312015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPll Quality Criteria,DSB-b9 and BCSI Building Component 6904 Parke East Blvd. Safety Informalion available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13276843 138921C J01 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:00 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-Oxxi EJSGI FL34JD8Q4TLj7rb2C2Dd9GJwPcww9zjXxf -1-4-0 0-10-15_ 1-4-0 0-10-15 Scale=1:10.6 3 7.00 F12 2x4 II 2 1 5 2x4 11 4 0-3-0 0-10-15 0 3-0 Q7-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lFP12014 Matrix-MR Weight:6lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=219/0-3-8,3=-52/Mechanical,4=-14/Mechanical Max Horz 5=74(LC 12) Max Uplift 5=-124(LC 12),3=-52(LC 1),4=-14(LC 1) Max Grav 5=219(LC 1),3=38(LC 12),4=7(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;6=45ft;L=24ft;eave--tft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterjor(2)zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 Ib uplift at joint(s)3,4 except(jt=1b) 110/S1 5=124. -uS•�FFa��i �s �CrENS •� t No 34869 s.�.0R1,0; `��,�` Jullus Lee PE No.34869 MiTek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa R.33610 Data. February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MI7-7473 rev.1010312015 BEFORE USE � Design valid for use only wilh 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 MiTeW Is always required for stability and to prevent collapse wifh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r � T13276844 138921C J03 Corner Jack 2 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:01 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-U7VPRfTvoYTwhToK_o_aGKOnfcMoMcW S93MTSbzjxxe 1-4-0 2-10-15 1-4-0 2-10-15 Scale=1:16.5 4 I 7.00 F12 5x6 i 12 3 2 1 5 4x10 11 3- 2-10-15 3 2-7-15 Plate Offsets(X Y)-- (2:0-2-120-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 5-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 5-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 4=44/Mechanical,2=255/0-3-8,5=14/Mechanical Max Harz 2=119(LC 12) Max Uplift 4=-50(LC 12),2=1 39(LC 12),5=29(LC 9) Max Grav 4=52(LC 17),2=255(LC 1),5=39(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=4511h L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 2-10-3 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. O�C+��1 5) Provide meer to chanicalrtruss to truss connection b others)ons.truss to bearing late capable of withstanding 100 Ib uplift at joints 4,5 except t—Ib ,, J�`v S• ( Y ) 9P aP 9 P J ( ) P G— ) 2=139. �.` ;• G ENS No 34869 :. a - .4U .......... ��o Jullus Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 0 WARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE Design valid for use only W lh MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component not C3 friss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` 5 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSf/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r 713276845 138921C J06 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:03 2018 Page 1 I D:dnLxGlmyC66 R2ONeZr2lgJzW 6tm-QW dAsLU9KAkexnyj5CO2LIT4BQ?yq W OlcNraXUzjXxc 1-4-0 4-10-15 1-4-0 4-10-15 Scale=1:22.2 4 7.00 F12 5x6 i 12 3 2 1 1 5 4x10 II -3- 4-10-15 3- 4-7-15 Plate Offsets(X Y)-- (2:0-2-120-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.07 5-10 >832 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) 0.06 5-10 >969 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MP Weight:23 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 4=109/Mechanical,2=316/0-3-8,5=47/Mechanical Max Horz 2=167(LC 12) Max Uplift 4=-96(LC 12),2=-163(LC 12),5=-53(LC 12) Max Grav 4=116(LC 17),2=316(LC 1),5=80(LC 3) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 4-10-3 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 00%J1111111111111,111 4)Refer to girder(s)for truss to truss connections. ,®� �L1US ��: * 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5 except Qt=lb) ,� ...... �•� 2=163. �� •• Ci E IV S �O • No 34869 • m _ 0O• ®: ••40RXpP ��so ®9/O N AL Julius Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. �• Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not L a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing W i iT eW is always required for stability and to prevent collapse with possible personal InJury and property damage. For general guidance regarding the fabrlcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13276846 138921C J11 Corner Jack 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:04 2018 Page 1 ID:dnLxGlmyC66R20NeZr2lgJzW 6tm-uiAY3gVn5TsVYxWvfwXHtzOG6gNCZZGvrl a73wzjXxb -1-4-0 0-10-15 1-4-0 0-10-15 Scale=1:15.8 3 7.00 ri2 3x4 11 2 1 I E I 5 4 3x4 11 0-7 0-15 0-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:8lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=219/0-5-8,3=-60/Mechanical,4=-5/Mechanical Max Horz 5=131(LC 12) Max Uplift 5=-51(LC 8),3=60(LC 1),4=-114(LC 12) Max Grav 5=219(LC 1),3=19(LC 8),4=65(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left exposed;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 girders)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,3 except(jt=lb) % 4=114. ®e \3LtUS �F #0i, C ... •,•F ops E IV N 34869 s � e I � O R .• ,I1O NAL�C%%%e Jullus Lee PE No.34869 Mrrek USA,Inc.FL Ceit 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111-7473 rev.10/03/2015 BEFORE USE. ft M9t' Design valid for use only with MITek9 connectors.This design is based only upon parameters shown,and is for an individual building component,not a Truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p�� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing -Mi iT e k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r T13276847 138921C J13 Corner Jack 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:05 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-Nvkw HOW Prn_MA456Dd2W QAYOSDi LI QV24hKhbMzjXxa -1-4-0 2-10-15 1-4-0 2-10-15 Scale=1:21.7 3 7.00 12 6 36 11 2 co n C9 m CO m 1 5 3x4 I 4 2-10-15 2-10-15 Plate Offsets(X Y)-- [2:0-2-8,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 3 nfa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:14 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=228/0-5-8,3=58/Mechanical,4=24/Mechanical Max Horz 5=121(LC 12) Max Uplift 5=82(LC 12),3—72(LC 12),4=-60(LC 12) Max Grav 5=228(LC 1),3=70(LC 17),4=50(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-4-14 to 1-7-2,Intedor(1)1-7-2 to 2-10-3 zone;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. %%%J11111111111 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,3,4. `i ♦� .•' GENS 34869 e LIJ a • IR X •.: Aa Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mffak' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criterla,DSB-89 and BCSI Building Component 6904 Parke East Bid. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply r r T13276848 138921C J14 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:06 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-r51IUMW 1c56DoEgImLZlzO5aPdlxltICIL3E8ozjXxZ 2-10-15 2-10-15 Scale=1:21.7 2 7.00 12 3x4 11 1 - m r co m m m I NN 4 3x4= 3 2-10-15 2-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.06 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=108/0-5-8,2=77/Mechanical,3=31/Mechanical Max Horz 4=122(LC 12) Max Uplift 2=-84(LC 12),3=25(LC 12) Max Grav 4=108(LC 1),2=95(LC 17),3=53(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B--15ft;L=24ft eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. BB ,eeee��tvlU S• ,!��eo�Po .`, '• GENS ' �s� N 34869 C? e E fill � OR X O N Julius Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 All WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-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 A�g T building design. Bracing Indicated Is to prevent buckling of Individual Truss web and/or chord members only. Additional temporary and permanent bracing ��'�eW 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,seeAN51/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 33610 Job Truss Truss Type Qty Ply r T13276849 138921C J15 Corner Jack 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:06 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-r511UMW 1 c56DoEglmLZizO5Zvdy31 tlCI L3E8ozjXxZ 1-4-0 4-10-15 1-4-0 4-10-15 Scale=1:27.3 3 7.00 12 7 3x4 11 0 6 n � 2 v a 1 5 4 3x5= 4-10-15 _J 4-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.07 4-5 >836 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.08 4-5 >718 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.14 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MR Weight:22Ito FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=300/0-5-8,3=118/Mechanical,4=50/Mechanical Max Harz 5=228(LC 12) Max Uplift 5=-44(LC 12),3=-1 14(LC 12),4=-23(LC 12) Max Grav 5=300(LC 1),3=138(LC 17),4=86(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-258/180 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Intedor(1)1-7-2 to 4-10-3 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer to truss to truss 5)Provide mechanical alrconnection b others) truss to bearing late capable of withstanding 100 Ib uplift at joints 5,4 except t—Ib ( Y ) 9 P aP 9 P 1 O P G— ) 0� 0L%U S �� Ise 3=114. a` J . .... I� ♦� G E N& �i 34869 r o R IR i a�e®n i tI r�►o�� Julius Lee PE No.34869 MITek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. R' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not ®` a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addllional temporary and permanent bracing :MiT,,k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply r 713276850 138921C J16 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:07 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-J Hshi iXf NOE3POFU K25_VbeiD 1 LsmK?LX?pog FzjXxY 4-10-15, 4-10-15 Scale=1:27.3 2- 7.00 7.00 12 6 2x4 115 n o 1 � a v 4 3 4x5 11 4-10-15 4-10-15 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 0.61 Vert(LL) 0.05 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.07 3-4 >818 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.14 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=188/0-5-8,2=132/Mechanical,3=56/Mechanical Max Horz 4=112(LC 12) Max Uplift 2=-1 15(LC 12),3=-9(LC 12) Max Grav 4=188(LC 1),2=148(LC 17),3=91(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-10-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)2=1 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except(jt=1b) j %%%% J F E IV 34869 .moo 0 .00s0�. 4 O R ONAX- Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with IviiTek®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 -MiTeki_ is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r T13276851 138921C J51 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32266, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:08 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-nUQ3v2YI8i Mw t YggumcD2pAxj Rk9VnFUmfYLChzjXxX 1.4-0 0-10-15 1-4-0 0-10-15 Scale=1:10.6 3 7.00 F12 2x4 II 2 m co r` 1 0 5 3x4 11 PROVIDE BEARING CONNECTION(S)TO RESIST HORIZONTAL REACTION(S)SHOWN. 4 0-10-15 0-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.01 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:6lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 3=-0/Mechanical,4=153/Mechanical Max Harz 3=137(LC 1),4=168(LC 12) Max Uplift 4=-96(LC 12) Max Grav 4=153(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45fh L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4. eeao®ev,6;U S®t� � �> ••'CEIV& .e 34869 o e -..OR , O N A'E�%% Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for on Individual building component,not a Russ 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 WIT-ek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 7 713276852 138921C J53 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:08 2018 Page 1 I D:dnLxGlmyC66 R2ONeZr2lgJzW 6tm-nUQ3v2Y18iMwl YggumcD2pA_xRIAVnFUmfYLChzjXxX -4 1 -0 2-10-15 1-4-0 2-10-15 Scale=1:16.5 4 3x4 i 7.00 F12 3 2 1 5 4x10 II p-3-0 2-10-15 3- 2-7-15 Plate Offsets(X Y)-- 12:0-2-12 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 2-4-10 REACTIONS. (Ib/size) 4=30/Mechanical,2=274/0-7-12,5=8/Mechanical Max Horz 2=119(LC 12) Max Uplift 4=43(LC 12),2=-100(LC 12) Max Grav 4=43(LC 17),2=274(LC 1),5=34(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Intedor(1)1-7-2 to 2-10-3 zone;cantilever left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord five 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. truss to truss 5)Profer to vide mechanicalrconnection b others tiof truss to bearing late ca able ofwithstanding 100 Ib uplift at joints 4,2. ( Y ) 9 P P 9 P 1 ( ) e� •°• ,ENS+ ' >i No 34869 � e S �'�e °F-"f1/0 N A`�00 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE 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 on Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing W�d.T Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the "'6��s fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r T13276853 138921C J55 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:09 2018 Page 1 I D:dnLxGlmyC66 R2ONeZr2lgJzW 6tm-Fg_R6OZwvOUnfi PtST7SaOj6Lr2VEEVe_JI ul7zjXxW -1-4-04-10-15 1-4-0 4-10-15 Scale=1:22.2 4 7.00 F12 5x6 i 10 3 2 NJ1 5 4x10 11 4-10-15 4-10-15 Plate Offsets(X Y)-- [2:0-2-120-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.05 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.07 5-8 >796 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 4 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MP Weight:23 ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 4=121/Mechanical,2=291/0-5-8,5=60/Mechanical Max Horz 2=167(LC 12) Max Uplift 4=-90(LC 12),2=-81(LC 12),5=-3(LC 12) Max Grav 4=134(LC 17),2=291(LC 1),5=88(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,(nterior(1)1-7-2 to 4-10-3 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2,5. ®,0� 1U S 44* o®, C E IVS n° 4o1 No 34869 r'0: t °moo o o O°•, o 00000 -4.0 R 1 o Q. `.��:b .°.,. C? °��►rANA; a Julius Lee PE No.34869 MiTek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEKREFERANCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not Q truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p1 i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addiflonal temporary and permanent bracing -MiT e W is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13276854 138921C PB01 Piggyback 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:10 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-jsYpKkZYgJceGs_3?Beh7EGMV ESmzhMnDyl SHazjXxV 6-4-12 12-9-9 6-4-12 6-4-12 Scale:1/2"=1' 5x6= 6 7 5 7.00 12 8 4 20 19 9 3 i 10 2 ! 11 ,n o 1 Ia o 3x4= 18 17 16 is 14 13 12 3x4= 12-9-9 12-9-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) 0.00 10 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 10 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:56 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND REACTIONS. All bearings 11-1-4. (NORMAL TO THE FACE),SEE STANDARD INDUSTRY (lb)' Max Horz 2=-1 01(LC 10) GABLE END DETAILS AS APPLICABLE,OR CONSULT Max Uplift All uplift 100 Ib or less at joint(s)2,10,18,12,17,16,14,13 QUALIFIED BUILDING DESIGNER AS PER ANSUTPI 1. Max Grav All reactions 250 Ib or less at joint(s)2,10,15,18,12,17,16,14,13 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 6-4-12,Exterior(2) 6-4-12 to 9-4-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e.t%'a B 1111®O,I,O 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 eee %3X—%U$ L� Is will fit between the bottom chord and any other members. ee , •.. �oj 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,10,18,12,17, ,eo ••'\G E N S•• o00 16,14,13. �� V ,S- 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building o o designer. 34869 ® �k; r e ®'0 .00 r I 0O 00 • e e '*'f4' ON Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II-7473 rev.1 010 3/2 0 1 5 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p�1g building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT eW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply T13276855 138921C PB02 Piggyback 20 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:11 2018 Page 1 1 D:dnLxGlmyC66R2ONeZr21 gJzW 6tm-B25BX4aARdkVu?ZFZu9wg RoV HenPi73xScn?pOzjXxU 7-1-3 14-2-7 - 7-1-3 7-1-3 Scale=1:27.0 5x6= 4 7.00 F12 11 12 2x4 II 2x4 II 5 3 6 1 R6 2 7 N 0 o 'I � I� 6 6 3x4= 10 9 8 3x4= 2x4 11 2x4 11 2x4 11 14-2-7 -- 14-2-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 6 n1a n/a BCDL 10.0 Code FBC2017/TPf2014 Matrix-S Weight:51 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-6-2. (lb)- Max Horz 2=-112(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s)2,6 except 10=130(LC 12),8—130(LC 12) Max Grav All reactions 250 Ib or less at joints)2,6 except 9=277(LC 1),10=316(LC 17),8=316(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-10=-291/200,5-8=-291/200 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-1-3,Interior(1)3-1-3 to 7-1-3,Exterior(2)7-1-3 to 10-1-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ®�,, %3'LJU$ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6 except Qt=1b) 10=130,8=130. ,ems •°•�GENS `• of 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building `w L F�°• designer. e :• i' No 34869 o � OR X*V- !!!lS,0 N A` %E %%e 14 Jullus Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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.Addilional temporary and permanent bracing M!Te,k` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply r T13276856 138921C PB03 Piggyback 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:12 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-fFfalOboCxsMW 98S7bg9CfLgK27cRal4hGWZLSzjXxT 6-7-117-6-11 14-2-7 6-7-11 0-11-0 6-7-11 Scale=1:26.6 2x4 II 3x6= 3x6= 4 5 6 7.00 FIT 2x4 11 2x4 II v 3 7 m 1 13 4 8 9 2 ,a t 1LiI� a a 3x4= 12 11 10 3x4= 2x4 11 2x4 11 2x4 11 14-2-7 14-2-7 Plate Offsets(X,Y)-- 14:0-4-0,0-2-41,16:0-4-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 8 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.00 8 n/r 120 BCLL 0.0 • Rep Stress incr YES WB 0.06 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight:51 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 12-6-2. (lb)- Max Horz 2=-105(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s)2,8 except 12.119(LC 12),10=119(LC 12) Max Grav All reactions 250 Ib or less at joint(s)2,8 except 12=304(LC 17),11=268(LC 1),10=303(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-12=-271/204,7-10=-271/204 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-3-11 to 3-1-3,interior(1)3-1-3 to 6-7-11,Extefior(2)6-7-11 to 7-6-11,Interior(1)11-9-10 to 13-10-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. ,0�� v�ftU$ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,e ••.... F s� 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 ♦♦e .•'��,E lV S+••. �i� will fit between the bottom chord and any other members. ♦ ;• V F ••• ✓� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,8 except Qt=1b) • b 34869 12=119,10=119. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. e 4 ��T• 40 O Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verily deslgn parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only wilh MiTek®connectors.TNs design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing - !Te l( is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13276857 138921C PB04 Piggyback 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:13 2018 Page 1 I D:dnLxGlmyC66R2ONeZr21 gJzW 6tm-B RDyylcQzE_D7J iehJCOlsurcSTnA1 nDvwG6uuzjXxS 4-7-11 9-6-11 14-2-7 4-7-11 4-11-0 4-7-11 Scale:1/2"=1' 3x6= 2x4 11 3x6= 4 13 5 14 6 7.00 F12 W II 72x4 11 3 v ci N 8 2 EJ 9 r,n d 1 1 1 LeiIo 0 I� j o 12 11 10 3x4= 2x4 11 2x4 11 2x4 11 3x4= 14-2-7 14-2-7 Plate Offsets(X Y)-- (4:0-4-0,0-2-41,[6:0-4-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 8 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.00 8 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 12-6-2. (lb)- Max Horz 2=72(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)2,8,12,11,10 Max Grav All reactions 250 Ib or less at joint(s)2,8,12,10 except 11=278(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-1-3,Interior(1)3-1-3 to 4-7-11,Extedor(2)4-7-11 to 13-10-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `11%J11111111111111 60 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide o,, t]�tU S will fit between the bottom chord and any other members. �� ....... 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,8,12,11,10. ee® •••\G E N'S°•. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building ee •• V F ••• s� designer. : :• 34869 JN • .� 44/ v e e v • goo��NA1-�1o0`� �ODDD1111911�� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall p�� 1, building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing . MiT ek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r T13276858 138921C PB05 Piggyback 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:14 2018 Page 1 ID:dnLxGlmyC66R2ONeZr21 gJzW 6tm-cdnKA5d2kY641THq EOjdH4Q?7spBvUSN8a?fQLzjXXR 2-7-11 11-6-11 14-2-7 2-7-11 8-11-0 2-7-11 Scale:1/2°=1' 2x4 11 3x6= 2x4 II 2x4 11 3x6= 7.00 12 3 4 5 6 7 a v 8 29 T n 1 Io io � o _ 12 11 10 _ 3x4 2x4 II 2x4 II 2x4 11 3x4— 14-2-7 14-2-7 Plate Offsets(X,Y)-- [3:0-4-0,0-2-41,[7:0-4-0,0-2-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 8 ntr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 8 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:45 lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 12-6-2. (lb)- Max Harz 2=-39(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)2,8 except 12=-11 O(LC 9),11=-1 49(LC 8),10=-108(LC 8) Max Grav All reactions 250 Ib or less at joint(s)2,8 except 12=289(LC 21),11=344(LC 21),10=289(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-11=-259/191 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=41t;Cat. II;Exp C;Encl.,GCpi=0.18;.MWFRS(directional)and C-C Extedor(2)0-3-11 to 7-1-3,Interior(1)7-1-3 to 11-6-11,Extefior(2) 11-6-11 to 13-10-12 zone;C-C for members and forces 8r MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. ot'sII I I Id's®, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %o%,* S �� S/-1 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 ,e ••....*.�,• �� will fit between the bottom chord and any other members. �� •' Ci E Iiy S+'• �i� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,8 except Qt=1b) �a� ;' V� Fes'•• .0� 12=110,11=149,10=108. .' : • 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building • 34869 • designer. • ;4L/ � •• O P' Nom'.` Julius Lee PE No.34868 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M71-7473 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 .ffek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Bunding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r 713276859 138921C T03 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:15 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-4gLiNRdhVsExNdslokEsgHz6qF2qevCWNEI DynzjxxQ i-1-4-0i 1-11-8 3-3-8 4-7-B,5-11-8i 7-3-8 8-7-8,9-11-8 11-4-8 12-7-813-11-8.15-3-8,16-7-8i 25-3-0 1-4-0 1-11-8 1-4-0 1-4-D 1-4-7 81 1--4--.+1-3-0 F1-0-0 1-4-0 1-4-0' 8-7-8 Scale=1:58.7 5x6= 12 11 16 39i018 5x12= 9 41 20 21 8 7 19 g 17 .00 12 3x4\\ 5 15 40 5x6 5x6 II 3 4 14 22 1 2 �3 1 to R1 R15 n 3x4= 24 4x5 4x5= 4x10 II = 34 33 32 31 30 29 28 27 26 1-11-8 3-3-8 4-7-8 5-11-8 7-3-8 8-7-8,9-11-8,11-4-8, 18-1-12 25-3-0 1-11-8 1-4-0'1-4-6 1-4-0 1-4-0 1-4-0 1-4-0 1--5 6-9-5 7-1-4 Plate Offsets(X,Y)— F2:0-5-0,0-2-81,[13:0-3-4,0-2-81,(21:0-6-0,0-0-01,(23:0-7-7,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 24-25 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.10 24-25 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.03 23 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Weight:204 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-11 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 11-26:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:33-34. SLIDER Right 2x8 SP No.2 1-6-0 JOINTS 1 Brace at Jt(s):14,17 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE REACTIONS. All bearings 11-4-8 except Qt=length)23=0-5-8. OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND (lb)- Max Harz 34=-263(LC 10) (NORMAL TO THE FACE),SEE STANDARD INDUSTRY Max Uplift All uplift 100 Ib or less at joints)32,31,30,29,28,27 except 23=-197(LC 12),34=-130(LC 8), GABLE END DETAILS AS APPLICABLE,OR CONSULT 33=-143(LC 11) QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. Max Grav All reactions 250 Ib or less at joint(s)26,26,33,32,31,30,29,28,27 except 23=621(LC 18), 34=451(LC 18),25=516(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4='-279/155,4-5=-269/153,5-6=-259/138,B-9=-251/205,9-10=-288/243, 10-11=-325/287,11-12=-332/280,21-23=-732/295,2-34=-431/155,13-14=-528/140, 14-15=-603/215,15-17=-572/190,17-19=547/173,19-21=-509/149,12-16=-322/292, 16-18=-303/265,18-20=-291/242,20-21=-263/211 BOTC HORD 21-24=0/277,13-24 5194/379,2-33=-2 0/329 ,%11111111#1 WEBS WEBS NOTES- ♦e •'•�CENS•• oso 1)Unbalanced roof live loads have been considered for this design. o`w = �' F••'•• .0 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=451t;L=25ft;eave=4ft;Cat. �• 34869 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 12-7-8,Exterior(2)12-7-8 • to 15-7-8,Interior(1)18-1-13 to 25-3-0 zone;end vertical left exposed;C-C for members and forces 8r MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)N/A y//� 4)All plates are 2x4 MT20 unless otherwise indicated. 4A 5)This truss has been designed fora 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 ®s�'� Q;••`�o`% will fit between the bottom chord and any other members. ✓j R 7)Bearing at joint(s)25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��® / •�� o>, capacity of bearing surface. ®�ISAd p9%0,, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)32,31,30,29,28, 27 except Qt=1b)23=197,34=130,33=143. Julius Lea PE No.3480 9)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE �- Design valid for use only with MITek6 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 Wffek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply T13276860 138921C T04 Roof Special 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:16 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-YOv4aneJG9Mo_nRDM R15NVVHafOq NHhgbuUmU DzjXxP 1-4-0 5-10-0 11-4-8 12.7-8, 18-9-8 25-3-0 1-4-0 5-10-6 5-6-8 1-3-0 6-2-0 6-5-8 34= Scale=1:57.4 7.00 FIT 2x4 11 5 14 19 20 6x8 i I 4x5 6 3 21 5x6 45 i 18 7 2 8 1C? i 4x5= 9 13 12 11 2x4 11 4x10 II 2x4 11 4x5= 4x5= 5-10-0 11-4-8 11 i¢-8 18-9-8 25-3-0 5-10-0 5-6-8 0-1-0 7-4-0 6-5-8 Plate Offsets(X Y)-- [5:0-3-0 Edge] r8:0-7-7,0-0-61,[10:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.08 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.17 9-10 >968 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.04 8. nfa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:147 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2`Except' except end verticals. 4-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-10 SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 8=594/0-5-8,13=585/0-5-8,10=922/0-3-8 Max Horz 13=-278(LC 10) Max Uplift 8=-149(LC 12),13=-194(LC 12),10=-265(LC 12) Max Grav 8=601(LC 22),13=585(LC 1),10=922(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-456/158,6-8=-7291215'2-13=5321273 BOT CHORD 12-13=-212/289,11-12=-44/371,10-11=-116/367,4-10=-334/87,9-10=95/565, 8-9=-95/565 WEBS 3-11=-468/211,6-10=-646/242,6-9=0/297,2-12=-19/330 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,►i11�6017/�� 2) 11;ExpCS Encl.,CE 1G�Pu10.18;MW FRS(directional)onal)and CIC Exterior(2)1-4-11 01 mph; 4 t B 702,'interior(1)1-7-2 6to 12-7 8,Exterio(2)1 P-7-8t ��,o,`� ,U`S• LF�C Ids, to 15-7-8 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip `�� .•'�G E N S•• �o� DOL=1.60 �, ;• �' �••'. �r 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 34869 will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) o 8=149,13=194,10=265. A. r O o • fX oO N Ao S�, Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke Easf Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual bullding 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 Mg iT ek• Is always required for stab Tllty and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13276861 138921C T05 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, . Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:18 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-U P 1 r?TgZoncW E4bbTsnaSvbW wTzCr57z3CztZ6zjXxN X1-4-Q 5-10-0 12-7-8 19-3-0 25-0-4 31-11-10 38-11-0 44.11.0 46.3-Q -4- 5-10-0 6-9-8 6-7-8 5-9-4 6-11-6 6-11-6 6-0-0 1-4- Scale=1:89.0 3x6= 7.00 FIT 3x4\\ 2x4 I 5 1 4 NAILED NAILED Special 6x8 i 6x6— 4x10= NAILED 7x10= NAILED 7x10 zL- 3 6 7 NAILED 8 NAILED 9 27 9 <3031 32 33 34 5x6 4x5 i 4\\ 10 2 4 0 1 3x \\ Io11dP712 N 1 16 15 NAILED 14 NAILED 13 5x12 11 20 19 18 4x5= 7x6= 36 37 38 39 40 41 2x4 II —_ — NAILED 7x10= NAILED 2x4 II 4x1 4x5 4x5= NAILED Special NAILED 5-10-0 11-4-8 11 -8 19-3-0 25-0-4 31-11-10 38-11-0 44-8-0 44-11-0 5-10-0 5-6-8 0- -0 7-9-8 5-9-4 6-11-6 6-11-6 5 9-0 0- -0 Plate Offsets(X Y)-- 15:0-3-0 Edge],[7:0-3-0,0-2-01,19:0-6-0 Edge],[11:0-7-15,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.35 13-14 >685 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.28 13-14 >840 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(CT) 0.10 11 rl/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:270 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, 6-8,8-9:2x4 SP No.1,9-12:2x4 SP SS except end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 5-7-0 oc bracing. 4-18:2x4 SP No.3,11-14:2x4 SP No.1 WEBS Web Brace:Length(member) 6-9-5(6-17); WEBS 2x4 SP No.3 T-Brace: 2x4 SP No.3-7-14 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 1 Od SLIDER Right 2x8 SP No.2 2-0-0 (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. All bearings 0-5-8 except Qt=length)17=0-3-8,11=0-3-8. (lb)- Max Horz 20=-296(LC 23) Max Uplift All uplift 100 Ib or less at joint(s)except 20=-218(LC 25),17=-348(LC 25),15=1703(LC 8),11=-993(LC 8) Max Grav All reactions 250 Ib or less at joint(s)except 20=606(LC 1),17=974(LC 13),15=2514(LC 18),11=1195(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-482/178,3-4=-282/17615-6=-266/173,6-7=-813/468,7-8=-1017/1004, B-9=-1017/1004,9-1 1=-1421/1251,2-20=-552/245 BOT CHORD 19-20=-219/307,18-19=-29/396,17-18=104/325,4-17=-337/66,16-17=-2991751, 65 ? 1 /, / 124 WEBS 3186-38966171833/4666.16=523 3977-16=-474/1104,715=-2337/1585, ,e�,,`,��u 7-14=-1910/2286,8-14=-785/592,9-13=-326/471,2-19=-39/360 :••\G E IAJs+ • ��, `�� :• V Fes••••. �i NOTES- • i • 34.869 1)Unbalanced roof live loads have been considered for this design. ,�, � 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft eave=5ft Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever right exposed;end vertical left exposed;porch Fight exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ; lLl 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i O 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 38-0 tall by 2-0-0 wide 'i'� • P �� will fit between the bottom chord and any other members. .��(� • Q R 10:••`� N 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 218 Ib uplift at joint 20,348 Ib uplift at ��O®�s/f�N A�- %. joint 17,1703 lb uplift at joint 15 and 993 Ib uplift at joint 11. Ii/�p81Q��,f,� 7)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)264 Ib down and 324 lb up at Julius Lee PE No.34869 38-11-0 on top chord,and 227 lb down and 263 Ib up at 38-10-4 on bottom chord. The design/selection of such connection MITek USA,Inc.FL Cert 6634 device(s)is the responsibility of others. 6904 Parke East Blvd.Tampa FL 33610 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Date: 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). February/20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/032015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �,/�T building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing :itltf�ie W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply r 713276861 138921C T05 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:18 2018 Page 2 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-U P i r?TgZoncW E4bbTsnaSvbW wTzCr57z3CztZ6zjxxN LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-5=-60,5-6=-60,6-9=-60,9-12=-60,18-20=-20,17-21=-20 Concentrated Loads(lb) Vert:9=-148(F)13=-216(F)29=-81(F)30=-81(F)31=-81(F)32=-81(F)34=-81(F)35=-81(F)36=-43(F)37=-43(F)38=-43(F)39=-43(F)40=-43(F)41=-43(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EX REFERANCE 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 : ffek` 6 always required for stability and to prevent collapse wllh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r 713276862 138921C T06 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:19 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-ybaDDpgBY41MrEAo1 alp_77gVtPoaXR61sjQ5YzjXxM 11-4-0 5-10-0 12-7.8 17-3-0 25-0-4 30-11-10 36-11-0 44-11-0 46-3-9 6-9-8 4-7-8 7-9-4 5-11-6 5-11-6 8-0-0 -4- Scale=1:87.8 3x6= 7.00 FIT 2x4 11 5 4 6x6= 4x10= 6x6= 7x10 Zz 6x8 i 28 6 7 8 9 3 29 31 32 27 334x5 34 5x6� O i 10 9 2 ra 1 0 ^12 16 15 14 13 4x10 11 20 19 18 4x5= 35 6x6= 7x10= 2x4 11 36 2x4 11 4x5= 4x5= 4x5= 5-10-0 11-4-8 11 -8 17-3-0 25-0-4 30-11-10 36-11-0 44-8-0 44-11-0 5-10-0 5-6-8 0- -0 5-9-8 7-9-4 5-11-6 5-11-6 7-9-0 01-o Plate Offsets(X Y)-- [5:0-3-0 Edge],(9:0-6-0 Edgel [111:0-7-7,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.11 13-25 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.11 13-25 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.93 Horz(CT) 0.04 11 n(a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:267 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 2x4 SP No.2`Except' except end verticals. 4-18:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. All bearings 0-5-8 except Qt=length)17=0-3-8,11=0-3-8. (lb)- Max Horz 20=-296(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)except 20—177(LC 12),17=-292(LC 12),15=-616(LC 12), 11=574(LC 12) Max Grav All reactions 250 Ib or less at joint(s)except 20=556(LC 1),17=873(LC 17),15=1546(LC 22),11=817(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-Ail forces 250(lb)or less except when shown. TOP CHORD 2-3=-419/142,6-7=-450/177,7-8=-588/646,B-9=-588/646,9-11=-787!772, 2-20=-504/265 BOT CHORD 19-20=-220/307,18-19=-10/361,17-18=-122/373,4-17=-338/116,16-17=0/299, 13-14=-507/576,11-13=-501/573 WEBS 3-18=-480/227,6-17=-524/182,7-16=-118/617,7-15=-1400/857,7=14=-777/875, areeee a®o a ®ei®,s 8-14=-340/210,9-14=-256/138,9-13=-246/268,2-19=-21/305 ,o,0i j�LtUS C�FI��I NOTES ♦o ••�Ci E IVi 1)Unbalanced roof live loads have been considered for this design. ,ems •� F•••. . 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. 34869 �•• s 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 12-7-8,Extedor(2)12-7-8 • /NJ to 41-4-14,Interior(1)41-4-14 to 46-3-14 zone;cantilever right exposed;end vertical left exposed;porch right exposed;C-C for e members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 3) Provide adequate drainage to prevent water ponding. "� e 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 i •. �! will fit between the bottom chord and any other members,with BCDL=10.Opsf. �i'�� Q Q'•'��,o' 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 Ib uplift at joint 20,292 Ib uplift at osA 0 R% joint 17,616 Ib uplift at joint 15 and 574 Ib uplift at joint 11. , 10 N A9 %`, 111111 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valld for use only with MlTek®connectors.this design h 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 Mffek' is always required for stabillly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI1 Quality Criteria,D5B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 1 T13276863 138921C T07 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:21 2018 Page 1 ID:dnLxGlmyC66R20NeZr2lgJzW6tm-v_izeUiS4i?45YKA9_LH4YD5Qg1 K2RLPIACXARzjXxK 5-10-0 12-7-8 15-3-0 20-1-10 25.0-4 29-11-10 34-11-0 39-9.4 44-11-0 46-3-() 4- 5-10-0 6-9-8 2-7-8 4-10-10 4-10-10 4-11.6 4-11-6 4-10-4 5-1-12 4- Scale=1:87.1 3x6= 7.00 F12 T 2x4 11 5 6x6= 4x5= 4x10= 6x6= 6x6 4 6 7 8 9 10 6x8- 31 36 32 33 35 2x4 G 3 11 w 30 37 5x6 o 4x5 i 12 2 1 I�14 I 19 18 17 16 15 4x10 11 23 22 21 4x5= 4x5= 6x6= 6x6= 4x10= 2x4 II 4x5= 45= 4x5= 5-10-0 11-4-8 11 -815-3-0 20-1-10 25-0-4 24-11-10 34-11-0 44-8-0 44-11-0 5-10 0 5 6-8 0- -0 3-9-8 4-10-10 4-10-10 4-11-6 4-ti-6 9-9 0 0 -0 Plate Offsets(X Y)-- (5:0-3-0 Edge] [13:0-7-7,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.24 15-28 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.30 15-28 >806 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) 0.05 17 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MS Weight:302 lb IFT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 4-21:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-17 SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. All bearings 0-5-8 except Qt=length)20=0-3-8,13=0-3-8. (lb)- Max Horz 23=-296(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s)except 23=-160(LC 12),20=-256(LC 12),17—715(LC 12), 13=527(1-C 12) Max Grav All reactions 250 Ib or less at joint(s)except 23=520(LC 1),20=897(LC 17),17=1632(LC 22),13=770(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-374/110,8-9=-236/422,9-10=446/613,10-11=-537/648,11-13=-746!703, 2-23=-469/239 BOT CHORD 22-23=-221/306,21-22=-14/336,20-21=-125/381,4-20=-335/116,17-18=-410/320, 16-17=410/320,13-15=-497/569 12, 1/650, 17/900, WEBS 8-16=-720/861,9-16=-619/435,9-185 4319/384811815 8320/216,2-22=-22/264 ,♦�`�jvt��U A NOTES- 1) OTES 1)Unbalanced roof live loads have been considered for this design. ;• F•••., �� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. o N 34869 •. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-14-14 to 3-1-0,Interior(1)3-1-0 to 12-7-8,Exterior(2)12-7-8 to 39-4-14,Interior(1)39-4-14 to 46-3-14 zone;cantilever right exposed;end vertical left exposed;porch right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 :r 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 •, °6°��WWWW will fit between the bottom chord and any other members. �i�'� ••. O Q�.:'��,e, 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 160 lb uplift at joint 23,256 Ib uplift at �j�s R . ' ♦♦ joint 20,715 lb uplift at joint 17 and 527 Ib uplift at joint 13. sIO N�rIIAL E%% /11111111, Jullus Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 All WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.101OM15 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a Truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p,,��2 building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ''IH@T �k` Is always required for stabillly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage•delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13276864 138921C T08 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:22 2018 Page 1 I D:dnLxGlmyC66 R2ONeZr2lgJzW 6tm-NAGLrgj4r?7xiiuNiisW cll F64RPnvUY_gx4itzjXxJ r11-4 5-10-0 12-0-0 18-6-2 25-0-4 32-11-0 38-9-4 44-11-0 46-3-0 1-4- 5-10-0 6-2-0 6-6-2 6-6-2 7-10-12 5-10-4 6-1-12 -4- Scale=1:82.2 3xG= 2x4 II 45= 7x10= 6x6 4 5 6 28 29 7 30 8 7.00 F12 45 i 4x5 3 931 0 32 9 4x5 i 27 5x6 o 10 2 1 0 12 45= 33 16 15 14 13 4x10 II 20 19 18 4x5= 34 6x6= 35 7x10= 2x4 II 2x4 11 4x5= 4x5= 5-10-011-4-8 11 -8 18-6-2 25-0-4 32-11-0 36-9-4 44-8-0 44-11-0 5-10-0 5-6 8 0- -0 7-0-10 6-6-2 7-10-12 55-10-12 0- -0 Plate Offsets(X Y)-- [5:0-4-0,0-2-41,[11:0-7-7,0-0-61,[14:0-4-12 Edge],[117:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.15 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.16 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MS Weight:309 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*Except* except end verticals. 4-18:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15 OTHERS 2x4 SP No.3 Web Brace:Length(member) 8-2-5(6-17);8-6-4(7-14); SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. All bearings 0-5-8 except Qt=length)17=0-3-8,11=0-3-8. (lb)- Max Horz 20.287(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)except 20=236(LC 12),17=-115(LC 12),15=-784(LC 12),11=524(LC 12) Max Grav All reactions 250 Ib or less at joint(s)except 20=519(LC 21),17=1064(LC 17),15=1692(LC 24),11=759(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-377/206,4-5=-212/279,7-8=-41 3/492,8-9=-436/498,9-11=-736/699, 2-20=-468/314 BOT CHORD 19-20=-210/296,18-19=49/299,17-18=-1 16/371,4-17=-426/149,15-16=-363/378, /554 WEBS 3 185-483/213,6-17=-299/0,/6 16' 4 330/ 347,7 16=-309/614,7-15=1515/1022' '0:e 7-14=-738/828,9-14=-441/403 ,®e,� •,�;G E d N S sjo, NOTES- �e �' �•�•.� s 1)Unbalanced roof live loads have been considered for this design. N 34869 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45fh L=45fh eave=5ft;Cat. ti 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 12-0-0,Exterior(2)12-0-0 to 39-3-4,Interior(1)39-3-4 to 46-3-14 zone;cantilever right exposed;end vertical left exposed;porch right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. �U 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �ie'� ° ° D Q:• ,vo 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 ®s� R "O th 7) Prlovideemechanlical connection(by others)tof truss tlo bearing pl to capable off withstanding 236 Ib uplift at joint 20,115 Ib uplift at ,®SSO N A�' `,`�,1 joint 17,784 Ib uplift at joint 15 and 524 lb uplift at joint 11. �1�611 B 1144 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parka East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. �- Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicab011y 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 iT 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 taus systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type aty Ply ' T13276865 138921C T09 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:23 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-rMgk3AkicJFoKrTZGPN19zlS6UkyW NuiCUheEJzjXxl 1.4-0 5-10-0 14-0-0 19-6-2 25-0-4 30-11-0 37-9-4 44-11-0 46-3-Q y-a-a 5-10-0 8-2-0 5-6-2 5-6-2 5-10-12 6-10-4 7-1-12 -4- Scale=1:83.8 7x6% 2x4 11 7x10= 7.00 F12 6 7 8 6x6 1/ 5 29 30 31 32 33 2x4 11 4 6x8 6x8 Q 28 9 3 ta O N 27 34 4x5 i 5x6 10 2 Io 1"agjj `�12 16 15 14 13 4x10 II 20 19 184X35 36 4x10= 37 6x6= 38 7x10= 2x4 I 2x4 11 4x5= 4x5= 5-10-0 11-4-8 115-8 19-6-2 25-0-4 30-11-0 37-9-4 44-8-0 44-11-0 5-10-0 5-6-8 0- -0 8-0-10 5-6-2 5-10-12 6-10-4 6-10-12 0- -0 Plate Offsets(X,Y)-- [11:0-7-7,0-0-61,[14:0-4-12,Edge),[17:0-3-0,0-2-O] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.19 16-17 >870 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.31 16-17 >534 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.03 15 rita n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Weight:357 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 4-18:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15 OTHERS 2x4 SP No.3 Web Brace:Length(member) 6-11-2(5-17);6-7-0(6-16);8-2-1 SLIDER Right 2x8 SP No.2 1-6-0 (7-14);6-7-0(8-14);6-1-12(9-14); REACTIONS. All bearings 0-5-8 except Qt=length)17=0-3-8,11=0-3-8. (lb)- Max Horz 20=320(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)17 except 20—252(LC 12), 15=-784(LC 12),11=529(LC 12) Max Grav All reactions 250 Ib or less at joint(s)except 20=470(LC 21),17=1247(LC 17),15=1628(LC 1),11=749(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-374/220,3-4=-1 51/340,4-5=-241/329,7-8=-374/405,8-9=-389/398, 9-11=-720/686,2-20=-440/317 BOT CHORD 19-20=-244/328,17-18=-104/376,4-17=-308/2247 15-16=-357/382,14-15=-357/382, 13-14=-450/530,11-13=-453/531 ®,�y11011A1//�A® WEBS 3-18=484/192,5-17=-488/0,6-16=-347/237,7-16=309/5671 7-15=1 525/1062, ® 7-14=719/820,8-14=-273/42,9-14=-566/538,9-13=-227!257 o`e®® •J•�G.E NS•F NOTES- �•••• 1)Unbalanced roof live loads have been considered for this design. 34869 2) �. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. = = ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 14-0-0,Exterior(2)14-0-0 to 37-3-4,Interior(1)37-3-4 to 46-3-14 zone;cantilever right exposed;end vertical left exposed;porch right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 "4IIA 3) Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. ,O•. �(/ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i�'� O R 6).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ® Will fit between the bottom chord and any other members,with BCDL=10.Opsf. r® 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)17 except Qt=1b) ®e�!�O N AL 20=252,15=784,11=529. Julius Lee PE No.34869 M[rek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEX REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITekO 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 muss web and/or chord members only.Additional temporary and permanent bracing . -MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13276866 138921C T10 Piggyback Base 16 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:25 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-nlyUTslyBwVW Z9dyOgPDEONmnHQx_IO?goAIJCzjXxG 1.4- 7-9-14 15-4-5 18-8-7 24-1-9 29-6-11 37-1-2 44-11-0 6-3 1-4-0 7-9-14 7.641 3-4-3 7-6.6 7-9-14 -4-0 Scale=1:83.6 6x6 \\ 45= 45= 7x10 7.00 F12 4 5 26 47 6 289 7 6x8 i 25 30 6x8 3 8 m 0 24 31 5x6 4x6 G 9 1 2 10 0 I� 14 13 12 4x10 II 19 18 32 17 16 33 4x5= 34 6x6= 2x4 11 35 3x5 11 6x6= 410= 2x4 11 46= 79-14 Ti 18-8-718-,P-7 24-1-9 29-6-11 37-1-2 44-11-0 7-9-14 7- -6 3-43 0-1-0 5-4-2 5-5-2 7-6-6 7-9-14 Plate Offsets(X,Y)-- (2:0-2-4,0-2-0),(7:0-6-O,Edgel,(10:0-7-7,0-0-21,(15:0-3-12,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.09 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.21 12-13 >999 180 BCLL 0.0 ' Rep Stress]nor YES WB 0.71 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Weight:316 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-7. 5-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3'Except' 6-0-0 oc bracing:16-17,15-16. 2-19:2x6 SP No.2 1 Row at midpt 5-15 SLIDER Right 2x8 SP No.2 1-6-0 WEBS 1 Row at midpt 3-17,4-17,6-15,7-14,8-13 REACTIONS. (Ib/size) 19=733/0-5-8,15=1956/0-3-8,10=1069/0-5-8 Max Horz 19=-344(LC 10) Max Uplift 19=342(LC 12),15=-358(LC 12),10=-396(LC 12) Max Grav 19=760(LC 21),15=2080(LC 17),10=1155(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-731/367,3-4=-392/365,4-5=-376/395,5-6=-183/348,6-7=-584/479,7-8=-9201516, 8-10=-14511546,2-19=-722/418 BOT CHORD 18-19=-250/405,17-18=-168/613,5-15=-1097/299,14-15=-35/371,13-14=-83/623, 12-13=-323/1142,10-12=-322/1144 WEBS 3-18=0/273,3-17=-662/280,4-17=-295/28,5-17=-160/922,6-15=-1145/266, 6-14=-30!708,7-14=-578/111,7-13=-110/573,8-13=-695/294,8-12=0/286, `,�� NOTES- 2-18=-88/408 jv � %'C ESN AFF �� 1)Unbalanced roof live loads have been considered for this design. o00 ;•��% aS'� .•. i0' 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. N"O 34869 �• 11;Exp C;Encl.,GCpj=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,interior(1)3-1-0 to 15-4-5,Extedor(2)15-4-5 • to 35-10-15,Interior(1)35-10-15 to 46-3-14 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide d.00 o� will fit between the bottom chord and any other members,with BCDL=10.Opsf. �i ;C( Q' •�o 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s)except Qt=1b) o R �';`�?`e 7)Graphical pur31in8representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Ig� 11 A 111B ,0,`e� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. ' Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ;M!'ek' Is always required for stability and to prevent collapse with posslbte personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply r � T13276867 138921C T11 Hip 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:26 2018 Pagel I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-FxVshCmavEdNBJC8xYwSnbwxmhnajiA8vSv IrezjXxF 1-4-Q 7-9-14 15-4-5 21-7-6 27-10-8 29-6-11 33-6-7 39-1-0 44-11-0 -4- 7-9-14 7-6-6 6-3-1 6-3-1 1-8-4 3-11-12 5-6-8 5-10-0 Scale=1:83.3 7x10 7.00 F12 2x4 11 4x5= 3x6= 4 27 5 28 29 6 7 4x5 6x8 i B 26 30 3 6x8 9 31 6 ;4x6/ 525 5x6 10— 4x5= 5x12—' 1Io IN 13 12 4x10 I 20 19 32 18 33 17 34 16 2x4 II 4x5= 3x5 11 4x5= 6x6= 4x10= 3x5 11 7-9-14 15-4-5 21-7-6 27-9-0 27-10-8 33-6-7 39-1-0 44-11-0 7-9-14 7-6-6 6-3-1 6-1-10 0 -8 5-6-8 5 10-0 Plate Offsets(X,Y)-- f2:0-2-4,0-2-01 (4:0-6-0,Edgel,f7:0-4-0,0-2-41 [11:0-7-7,0-0-6) (14:0-6-0 0-4-01 [16:0-2-12 0-1-81 (20:0-2-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.08 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.16 19-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.05 11 Na n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MS Weight:311 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-7. 6-16,8-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-0-7 oc bracing. Except: WEBS 2x4 SP No.3*Except* 1 Row at midpt 6-15 2-20:2x6 SP No.2 WEBS 1 Row at midpt 3-18,4-17,5-17 SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 20=1192/0-5-8,16=1808/0-2-15,11=673/Mechanical Max Horz 20=-326(LC 10) Max Uplift 20=-421(LG 12),16=-342(LC 12),11=-260(LC 12) Max Grav 20=1230(LC 17),16=1850(LC 17),11=710(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1352/514,3-4=-1004/541,4-5=-722/510,5-6=-722/510,6-7=-324/357, 7-8=-348/353,8-9=-898/477,9-11=975/421,2-20=-1164/539 BOT CHORD 19-20=-2381395,18-19=-347/1254,17-18=-155/867,15-16=-1754/491,6-15=-1335/355, 14-15=-187/558,8-14=-93/492,11-12=-2661738 WEBS 3-18=-552/252,4-18=-95/564,4-17=-552176,5-17=-397/272,6-17=-294/1156, 8_15=-785/303'12-14=-285f789,2-19=-225/963 ,,l1111 H 11►>��Ss NOTES- NO ,I&IUS• L��j®S, 1)Unbalanced roof live loads have been considered for this design. CEN of 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. ``v �` SF••• �� II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extehor(2)-1-4-14 to 3-1-0,Interior(1)3-1-010 15-4-5,Extedor(2)15-4-5 N 3486900 to 35-10-15,Interior(1)35-10-15 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions • shown;Lumber DOL=1.60 plate grip DOL=1.60 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. '0 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 e 4u m will fit between the bottom chord and any other members,with BCDL=10.Opsf. 0 0••, �(/o 6) Refer to girder(s)for truss to truss connections. ®0 ;A �• Q Q;�' % 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. ,A` •' R .• t� ,� 8)2 e Provide mechanical l connnnection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) Io<j�� N A�-��a o% 0. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®0//11111111 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not 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 MITeW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r ' T13276868 138921C T11A Piggyback Base 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:27 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-j73EuYnCgYI EpTnKVFShJpT6W 57pS9H H76f rN5zjXxE 1-4-0 7-9-14 15-4-5 21-7-6 27-10-8 29-6-11 33-6-7 39.1-0 44-11-0 46.1 1-4-d 7-9-14 7-6-6 6-3-1 6-3-1 1-8-4 3-11-12 5-6-8 5-10-0 4- Scale=1:83.6 7x10 7.00 2x4 11 4x5= 3x6= 12 4 5 28 9 6 7 I 4x5 6x8 i 8 P7 30 3 6x8 9 tO 0 26 31 5x6 ;4x6 i10 16 1 1? 4x5= 5x12 IT 12 A 14 13 4x10 II 21 20 32 i9 33 18 34 17 2x4 II 4x5= 3x5 I I 4x5= 6x6= 4x10= 3x5 11 7-9-14 15-4-5 21-7-6 27.9.0 27- 0-8 33-6-7 39.1-0 44-11-0 7-9 14 7-6-6 6-3-1 6-1-10 0- -8 5-5-0 5 6-8 5 10-0 Plate Offsets(X,Y)-- [2:0-2-4,0-2-01,[4:0-6-0,Edge],f7:0-4-0,0-2-41,111:0-7-7,0-0-21,[15:0-6-0,0-4-01,f21:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.0820-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.16 20-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MS Weight:314 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc puffins, BOT CHORD 2x4 SP No.2'Except' except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-7. 6-17,8-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3'Except' 6-0-0 oc bracing:17-18 2-21:2x6 SP No.2 4-0-6 oc bracing:16-17. SLIDER Right 2x8 SP No.2 1-6-0 1 Row at midpt 6-16 WEBS 1 Row at micipt 3-19,4-18,5-18 REACTIONS. (Ib/size) 21=1191/0-5-8,17=1806/0-2-15,11=760/0-5-8 Max Harz 21=-344(LC 10) Max Uplift 21=-439(LC 12),17=-296(LC 12),11=-361(LC 12) Max Grav 21=1225(LC 17),17=1860(LC 17),11=792(LC-18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1345/541,3-4=-1015/568,4-5=-739/544,5-6=-739/544,6-7=-346/389, 7-8=-372/395,8-9=-914/497,9-11=-987/446,2-21=-1159/549 BOT CHORD 20-21=-244/412,19-20=-316/1261,18-19=-127/874,16-17=-1752/450,6-16=-1345/316, 15-16=-176/558,8-15=-81/496,11-13=-254/747 WEBS 3-19=-554/247,4-19=-92/564,4-18=-558/53,6-18=-276/1160,8-16=-792/295, 13-15=-272f799,5-18=-396/274,2-20=-242/965 �.�` us CF '% NOTES- �O , •........ • 1)Unbalanced roof live loads have been considered for this design. ,�� ,•'�G E IV s•• • �i0 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101niph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. •. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 15-4-5,Exterior(2)15-4-5 to 35-10-15,Interfor(1)35-10-15 to 46-3-14 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions ;• N 34869 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. "d 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 1.0 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. �is'�••,• P �_��, 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)except(jt=1b) j� 21=439,17=296,11=361. P"'.1I/ % NAL 8)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �I"II 1111te�+, Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r r 713276869 1138921C T12 Piggyback Base 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:29 2018 Page 1 I D:dnLxGl myC66R2ONeZr2lgJzW 6tm-g W B?J EoTC9?y2nxj dg U90 EYVsvkUw6kabQ8ySzzjXxC �1'4 5-3-6 15-4-5 23-0-15 27-10-8 29-6-11 39-1-0 44-11-0 1-4- 5-3-6 10-0-14 7-8-10 4-9-9 1-8-4 9-6-4 5-10-0 Scale=1:90.2 6x8 2x4 14x5= 4x5= 7x6 zz 7.00 F12 5 6 32 33 734 8 9 2x4 2x4 11 I 10 4 6x8 i 31 35 &B 11 3 `0 36 0 4x5 i 30 5x6 2 12 1 ° 37 38 1740 41 1c 1� I9 5x12= 7x10—. 4x5= 5x12= 15 14 4x10 II fY 25 24 23 20 1 399 18 2x4 11 4x5= 3x5 11 4x10= 2x4 11 2x4 11 4x10= 3x5 11 5-3-6 10-3-518-3-6 23-0-15 27-9-0 27- 0-8 33-6-7 39-1.0 44-11-0 5-3-6 4-11-14 8-0-1 4-9-9 4-8-1 0- -8 5 B-0 5-6-8 5-10-0 Plate Offsets(X,Y)-- 15:0-3-12,0-2-01,[13:0-7-7,0-0-6),[16:0-3-0,0-2-0),[18:0-2-12,0-1-8),121:0-3-8,0-3-41 122:0-4-0 0-2-01 125:0-2-12 0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.23 21-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.45 21-22 >743 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.08 18 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:357 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-9 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals,and 2-0-0 oc purlins(5-10-13 max.):5-9. 4-23,6-20,8-18,10-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-7-10 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 6-21,8-17 SLIDER Right 2x8 SP No.2 1-6-0 WEBS 1 Row at midpt 5-21,7-19 REACTIONS. (Ib/size) 25=1183/0-5-8,18=1831/0-2-15,13=661/Mechanical Max Harz 25=-325(LC 10) Max Uplift 25=-421(LC 12),18=-333(LC 12),13=-266(LC 12) Max Grav 25=1185(LC 21),18=1890(LC 17),13=705(LC 18) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1205/479,3-4=-1750!727,4-5=-1835/897,5-6=-974/583,6-7=-970/585, 7-8=-638/489,8-9=-320/377,9-10=999/637,10-11=-864/483,11-13=-968/433, 2-25=-1137/525 BOT CHORD 24-25=-261/330,4-22=-406/286,21-22=-217/1025,17-18=-1798/472,8-17=-1226/415, 10-16=-380/273,13-14=-272/731 WEBS 3-24=-799/321,22-24=-377/1324,3-22=-105/491,5-22=-420/1098,5-21=-283/77, 7-19=-1122/360,19-21=-101/515,7-21=-195/1014,8-19=-282/1120,9-17=-579/128, oe1111111p�0 9-16=-392/949114-16=-284868.2-24=2801976 NOTES- ee� ••'�C E N$°• OP 1)Unbalanced roof live loads have been considered for this design. ee ;• V F•°•• �� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. 34869 •'. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 15-4-5,Exterior(2)15-4-5 ° to 35-10-15,Interior(1)35-10-15 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions e shown;Lumber DOL=1.60 plate grip DOL=1.60 — 7k 3) Provide adequate drainage to prevent water ponding. 'b: •it o 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ®p •• ,(L4U 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 o e will fit between the bottom chord and any other members,with BCDL=10.Opsf. dos '� °•�4 P•�\�eee 6) Refer to girder(s)for truss to truss connections. ••. R l .••• ,e •.. 7) Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. ss/ ••• NA 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) /!fill,lolls 25=421,18=333,13=266. 9)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Julius Lea PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not - a truss system.Before use,the building designer must 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 WiTe W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding file fabrication,storage-delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ` T13276870 138921C T13 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:30 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-8i1NXZp5zT7pgwWvAN?OxR5dSl9_fYxkp4tW_PzjXxB r1-4-Q 6-9-14 13.4-5 20-7-6 27-10-8 31-6-11 39-1-0 44-11-0 46-3-0 1-4-d 6-9-14 6-6-6 7-3.1 7-3-1 3-8-4 7-6-4 5-10-0 4- Scale=1:83.7 �1 7.00 12 6x6 4x5= 6x6= 6x8 4 27 5 28 29 30 6 7 2x4 I I 8 6x8 i 3 i 31 6x8 9 m ® m 46 i 26 I 32 5x6 4:1 rn ® 2 16 1 10 0 1 36 37I9 12 N 4x5= 7x10= in 14 13 4x10 11 21 20 33 19 34 18 35 17 2x4 II 4x5= 36 11 45= 7x10= 4x5= 3x5 11 6-9-14 13-4-5 20-7-G 27-9-0 27- 0-8 33-6-7 39-1-0 44-11-0 6-9 14 731 7 -6 5-8-0 5-6-8 5-10-0 Plate Offsets(X,Y)-- [2:0-2-14,0-2-01,(11:0-7-7,0-0-21,(15:0-3-0,0-3-41,[17:Edge,0-3-81,[19:0-4-12,Edge],[21:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.08 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.16 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.02 17 Na n/a BCDL 10.0 Code FBC2017lFP12014 Matrix-MS Weight:330 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 6-17,8-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-9-11 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 6-16 OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-4-10(3-19);7-2-8(5-18); SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 21=1181/0-5-8,17=1830/0-2-15,11=747/0-5-8 Max Horz 21=-309(LC 10) Max Uplift 21=-422(LC 12),17 Job Truss Truss Type City Ply ' 713276871 138921C T14 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:32 2618 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-45t7xFrLU4N W vEf I I o1 sOsA_k6mS7000HOMc3lzjXx9 1-4-Q 4-8-8 11-4-5 ,13-6-8, 17-11-7 22-4-5 27-10-6 30-8-9 39-1-0 44-11-0 46-3-0 -1�4-0 4-8-8 6-7-13 2-2-3 4-4-15 4-4-15 5-6-0 2-10-3 8-4-7 5-10-0 4- Scale=1:85.4 6x6= 7x6 7x10= 8 6x6= 2x4 I I 4 4x5= 6 7 9 7.00 F12 29 30 31 32 6x8 2x4 11 28 10 3 1 4x5 i 27 5x6 11 2 17 10I i o c� 1 39 40 a1 l0 13 cov 4x5= 5x12= 15 14 4x10 11 22 21 34 35 20 36 37 19 38 18 2x4 II 4x5= 3x5 I I 4x10= 6x8= 4x10= 3x5 II 4-8-8 13-6-8 22-4-5 27-9-0 27- 0-8 33-6-7 39-1-0 44-11-0 4-8-8 8-10-0 8-9-13 '411 0 -8 5-8-0 5-6-8 5 10-0 Plate Offsets(X,Y)-- [7:0-6-8,Edge),[12:0-7-7,0-0-2),116:0-3-0,0-2-01 (18:0-2-12,0-1-8),[22:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.17 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.29 19-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.03 18 IVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:332 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 7-18,9-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-8-12 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 7-1-4(5-19);6-0-8(6-19); OTHERS 2x4 SP No.3 SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 22=1194/0-5-8,18=1798/0-2-15,12=767/0-5-8 Max Horz 22=261(LC 11) Max Uplift 22-415(LC 12),18=-353(LC 12),12=-325(LC 12) Max Grav 22=1243(LC 17),18=1920(LC 17),12=789(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1286/455,3-4=-1380/640,4-5=997/525,5-6-711/480,6-7=-711/480, 7-8=-393/438,8-9=-927/512,9-10=-821/402,10-12=-941/390,2-22=-1231/506 BOT CHORD 21-22=-247/264,20-21=-203/1089,19-20=-232/972,17-18=-1839/477,7-17=-1237/603, 9-16-329/226,12-14-197/716 WEBS 3-21=-496/312,4-21=-148/374,4-20=-39/253,5-20=-0/301,5-19-633/177, 7-19-5289/1268 313/857,14-16=-209!758,10-16=-252/130, 2-21=-330/1133, �0 NOTES- �� ,'•G E N S 1)Unbalanced roof live loads have been considered for this design. e`er ;••�-� �•••. 01 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=4511;eave=5ft;Cat. a of�;3'n" 869 II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 11-4-5,Extedor(2)11-4-5 to 15-10-3,Interior(1)27-10-6 to 46-3-14 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. `sI(®/FF '• 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 ®100 °• Q;••�`C�'�� will fit between the bottom chord and any other members,with BCDL=10.Opsf. o,�s .. ..`Gi e 7) Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. ,j �` e� 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) °°°1 L 22=415,18=353,12=325. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M7/-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 muss 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 MiTeW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13276872 138921C T15 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:33 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-YHRW9brzFOVNXOEUsWY5Z4jBFW7BsxVAW 16AbkzjXx8 1-4-q 4-8-8 9-4-5 13-6-8 19-8-7 25-10-6 30-6-9 39-1-0 44-11-0 46-3-Q 4- 4-8-8 4.7-13 4-2-3 6-1-15 6-1-15 4-10- 8-4-7 5-10-0 9-4-d Scale=1:85.4 6x6= 2x4 11 9 2x4 I I 6x8% 2x4 11 6x6= 6x6= 8 10 4 5 6 34 7.00 12 29 0 31 32 6x8 2x4 I I 11 311 :j5 2835 5x612 18 41 42 1 1�14 IN c' 4x5= 5x12= 16 15 4x10 II 23 22 36 37 21 38 20 39 40 i9 2x4 II 4x5= 3x5 11 4x10= 7x10= 4x5= 5x6= 4-8-8 13-6-8 5 19-8-7 27-9-0 27-�0-8 33-6-7 39-1-0 44-11-0 4-8-8 8-10-0 6-1-1 8-0-9 0- -8 5-8-0 5-6-8 5-10-0 Plate Offsets(X Y)-- [4:0-3-12 0-2-01 113:0-7-7 0-0-21 [17:0-3-0 0-2-01 f19:0-3-0 0-2-12),[23:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.21 21-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.38 21-22 >870 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(CT) 0.03 19 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Weight:321 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 8-19,1G-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 5-1-9(7-19); OTHERS 2x4 SP No.3 SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 23=119310-5-8,13=765/0-5-8,19=1801/0-2-15 Max Horz 23=-323(LC 10) Max Uplift 23=-409(1-13 12),13=-319(LC 12),19=-366(LC 12) Max Grav 23=1208(LC 17),13=791(LC 18),19=1900(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1 257/456,3-4=-1305/609,4-5=-1133/573,5-6=-1133/573,6-7=-1 012/549, 7-8=-298/330,B-9=-384/410,9-10=-918/495,10-11=-811/384,11-13=-935/379, 2-23=-1 2081508 BOT CHORD 22-23=-258/304,21-22=-248/1097,20-21=-276/1014,19-20---106/264,18-19=-777/25, 10-17=-331/226,13-15=-1881711 WEBS 6-20=-608/265,7-20=-253/18132,7-19311019/492,9-1807579/06-21 9-17 3313 'i811�SI 0/858, efl�U$ ' 15-17=-199/753,11-17=-255/136,2-22=-279/1083 0� ,�GEN`'J� NOTES- �� F 1)Unbalanced roof live loads have been considered for this design. : •• 34869 •°• 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 9-4-5,Exterior(2)9-4-5 to *�° 13-10-3,Interior(1)25-10-6 to 46-3-14 zone;end vertical left exposed;C-C for members and forces$MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 LIA 3) Provide adequate drainage to prevent water ponding. •, <U. ft 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 110 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 �00'� •. Q:�. b� will fit between the bottom chord and any other members,with BCDL=10.Opsf. �j R .• `�? � 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)19. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) II�,Iil 23=409,13=319,19=366. Jullus Lee PE No.34869 MiTek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE 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 G truss system.Before use,]he 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 .�MiTe " is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply • T13276873 138921C T16 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:34 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-OU_uMxsbOhdE9YpgPD4K5H FEewTPbJYJkhrj7BzjXx7 r1-0-Q 4-8.8 9-1-11 1,0-3-Q 13-6-8 19-0-5 1 24.6-1 _ 30-8-9 _ 1_ 39-1-0 44-11-0 46-3-Q 1-4-0 4-8-6 4-5-0 -1- 3.3-6 5-5-13 5-5-13 6-2-7 8-4-7 5-10-D r1.4•D� Scale=1:85.4 6x6= 5x10 MT20HS Zz 10 6x6= 46 i 2x4 11 5x12% 9 11 4 2x4 II 4x5= � 35 7.00 12 5 6 7 6x8 2x4 I I 31 32 12 3 30 36 5x6� o 4x5 i I 13 aD 2 19 1� o O 0 1 40 41 19415 IN 45= 5x12= 17 16 4x10 II 25 24 37 38 23 39 22 21 20 2x4 11 4x5= 3x5 11 410= 7x10= 4x5= 45= 3x5 II 4-8-8 13-6$ 19-0-5 24-6-1 1 27-9-027-10-8 3357 i _ 394-0 44-11-0 4-6-9 8-10-0 5-5-13 5-5-13 3-2-15 0--8 5.8-0 5-6_8 5-10-0 Plate Offsets(X Y)-- [5:0-5-0 0-3-101 [8:0-5-8,0-3-01,(14:0-7-7,0-0-21,(18:0-3-0,0-2-01,(20:0-2-12,0-1-81,[25:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.2323-24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.45 23-24 >735 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(CT) -0.09 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:319 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2"Except' except end verticals. 9-20,11-17:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:20-21,16-17 SLIDER Right 2x8 SP No.2 1-6-0 3-2-8 oc bracing:19-20. REACTIONS. (Ib/size) 25=1178/0-5-8,20=183810-2-15,14=742/0-5-8 Max Horz 25=-323(LC 10) Max Uplift 25=406(LC 12),20=373(LC 12),14=-314(LC 12) Max Grav 25=1180(LC 21),20=1852(LC 17),14=763(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1214/444,3-4=-1212/567,4-5=-1 102/549,5-6=1 214/604,6-7=-1213/604, 7-8=-1047/579,8-9=-745/55119-10=-319/400I 10-11=-863/482,11-12=-756/371, 12-14=-899/370,2-25=-1178/489 BOT CHORD 24-25=-253/311,23-24=-261/1103,22-23=-333/1040,21-22=-178/432,19-20=-18391465, 9-19=-1180/597,11-18=-331/226,14-16=-1 81/682 WEBS 3-24=-295/201,4-23=-194/565,6-23=-479/263,7-23=-38/428,7-22=-598/223, 16-188-2191,72037/964,812,18 1274/14144/576,92-24=-249/1015 10-19=627/0,10-18=-307/848, ,�`,��,u fill S t�* •••.• I NOTES o� .• �C E N S' • sig 1)Unbalanced roof live loads have been considered for this design. oo ;• L_ F•�• 40 .� 40 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=451t;eave=5ft;Cat. �• 348690. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 9-1-8,Exterior(2)9-1-8 to • 10-2-8,Interior(1)24-6-1 to 46-3-14 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. e 4)All plates are MT20 plates unless otherwise indicated. AJA ;1�. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 0 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 i40 •. 4 Rp Q`�• ��,o will fit between the bottom chord and any other members,with BCDL=1O.Opsf. 1:•'` 7) Provide mechanical connection(by others)of truss to bearing plate at joint(s)20. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) ��II`0 N q1 25=406,20=373,14=314. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa IL 33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a IrLW system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p�q 0'T building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �6f/9W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13276874 138921C T17 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:37 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-R3gD?zuUJcOpO?YF5Ld i jwtsK7XOof9mQf4NkVzjXx4 1-4-p 4-8-8 9-1-8 12-3-0 , 18-0-5 22-6-1 30-8-9 1 38-10-1__ 39 ;gO 44-11-0 46-3-p 4- 4-8-8 4-5-0 3-1-8 5-9-5 4-5-13 8-2-7 8-1-8 0- -15 5-8-0 4-d Scale=1:98.3 3x6= NAILED 9 NAILED 6x6= NAILED 2x4 II 2x4 II NAILED NAILED 3fi8 1037 Special 7.00 12 4 6x6= 7x10= NAILED 7x10 4x10= NAILED 35 38 2x4 II 5 6 34 11 3 = 4x5 i 6x8= 6 5x6 12 1 0 2 0 T c� I N c 18 1 I�314 j v "j 5x6= 16 NAILED 15 4x10 II 24 23 39 40 22 2141 42 20 4344 19 45 46 47 _ 4x5= 2x4 11 3x5 11 4x10= 7x10 2x4 11 4x5= 5x6= NAILEDNAILED NAILED 4x5= NAILED Special NAILED NAILED NAILED 4-8-8 13-6-8 18-0-5 22-6-1 27-6-8 27-11-0 33-9-8 33-10-838-10-1 39r$-0 44-11-0 , 4-8-8 8-10-0 4-5-13 4-5-13 5 0-7 0-4-8 5-10-8 0- -0 4-11-9 0- -15 5-8-0 Plate Offsets(X,Y)-- [7:0-3-0,Edge],[9:0-3-0,Edge],[11:0-4-0,Edge],[13:0-7-7,0-0-61,[17:0-3-4,0-3-0],[18:0-3-4,0-3-0],[22:0-4-4,Edge],[24:0-2-12,0-1-8],[25:0-2-8,0-3-0], [26:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.19 22-23 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.36 22-23 >910 180 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.03 13 n1a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-MS Weight:315 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, BOT CHORD 2x4 SP No.1 *Except* except end verticals. 8-19,10-16:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3`Except` WEBS Web Brace:Length(member) 4-9-9(7-19); 18-25,17-26:2x4 SP No.2 JOINTS 1 Brace at Jt(s):25,26 OTHERS 2x4 SP No.3 SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. All bearings 6-2-0 except Qt=length)24=0-5-8,13=0-5-8. (lb)- Max Horz 24=323(!_C 6) Max Uplift All uplift 100 Ib or less at joint(s)except 24=-453(LC 8),18=-569(LC 8), 117=-471(LC 8),13=-31 O(LC 8) Max Grav All reactions 250 Ib or less at joint(s)except 24=1257(LC 36), 18=1490(LC 36),18=1343(LC 1),17=1016(LC 1),17=1016(LC 1),13=663(LC 37) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1 313/447,3-4=-1350/573,4-5=-2223/1016,5-6=-1 561/683,6-7=-1 014/527, 11-13=-680/340,2-24=-1256/464 ,�®0101 BOT CHORD 23-24=-260/307,22-23=-243/1172,21-22=-564/1569,20-21=-564/1569,19-20=-325f943, �,0 JLIUS LF Sid 18-19=-353/1068,18-25=-353/248,B-25=-352/248,16-17=-181/530,17-26=-431/324, I� 10-26=-431/325,15-16=-1541503,13-15=-153/507 GENS �• ss� WEBS 3-23=-304/211,4-22=-750/1706,5-22=-1350/644,6-22=-1 57/427,6-21=-172/281, ,�® F•�•o o 7-20=-259/861,7-19=-1397/493,6-20=-942/363,11-16=-692/227,2-23=-253/1101, 34,96 9 o 11-15=0/386,7-25=-143/306,25-26=-109/276,11-26=-107/280 ®* * P NOTES- a 1)Unbalanced roof live loads have been considered for this design. 13 e 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. /l/ ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ®i'� `• j Q 4)All plates are 3x4 MT20 unless otherwise indicated. '�j R 1•. `�? e� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. p�j / 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 AB0it ONAL will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 453 Ib uplift at joint 24,569 Ib uplift at Julius Lee PE No.34869 joint 18,471 Ib uplift at joint 17 and 310 Ib uplift at joint 13. M17ek USA,Inc.FL Cert 6634 8)"NAILED"indicates 3-1 od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 6904 Parke East Blvd.Tatffpa FL 33610 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)316 Ib down and 349 Ib up at Date: 38-10-4 on top chord,and 172 Ib down and 29 Ib up at 38-10-4 on bottom chord. The design/selection of such connection device(s) February 20,2018 aemandblgtv of others. ®WARNING-Verily design parameters and READ NOTES ON THIS AND iNCLUDED MrTEK REFERANCE PAGE MB-7473 rev.10/03/2016 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 applicabilily 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 �i q��iTe k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informalion available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply f T13276874 138921C T17 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:37 2018 Page 2 ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-R3gO?zuUJcOpO?YF5LdljwtsK7XOof9mQf4NkVzjXx4 NOTES- 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,2-4=-60,4-5=-60,5-7=-60,7-9=-60,9-14=-60,19-24=-20,17-18=-20,16-27=-20 Concentrated Loads(lb) Vert:11=-186(B)21=-247(B)15=-16(B)31=20(B)32=20(B)34=20(B)35=20(B)36=20(B)37=-81(B)38=-81(B)41=22(B)42=22(B)43=22(8)44=22(6)45=22(B) 46=-39(B)47=-39(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. �- Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -MiTek*ek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r T13276875 138921C T22 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:38 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-v FE PCJv64w8gd97Re38GG7Q5EXzmXJ SvfJpxGyzjXx3 i -1-4-0 2-11-8 3-5-15 4-3-8 5-7-8 6-11-8 - 1-8 12-3-8 13-11-0 15-3-0 4 0 0 11 1-4-0 -8 1-4-0-4-0 0 7 91 1-7-8 1-4-0 Scale=1:31.6 5x6= 8 i7 9 6 10 36 35 11 5 12 4 7x10 Il 7.00 12 13 I 7x10 11 d 3 2 14 1 15Li Li 0 Li 10 26 25 17 16 I` 4x10 11 4x10 II 24 23 22 21 20 19 18 3-5-15 108-13 1-7-8 2-11.8 3-4-4 4-3-8 5-7-8 6-11-8 8-3-8 9-7-8 10.5-1 110-11�6 12-3-8 i 13-11-0 1 1-78 1-0-0 0-4-12' 0.9-9 1-0-0 td-0 1-4-0 td-0 0.9-9 -1 1d-0 1-7-8 0-1-11 0-1.12 Plate Offsets(X Y)-- [3:0-5-12 0-2-01 [11:0-0-0 0-0-01 [13:0-5-120-2-O1,f14:Edge 0-3-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.00 24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 18 Na n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MS Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 10-0-0 cc purlins. 2-8,8-14:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. BOT CHORD 2x4 SP No.2 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE WEBS 2x4 SP No.3 OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND (NORMAL TO THE FACE),SEE STANDARD INDUSTRY REACTIONS. All bearings 7-2-9. GABLE END DETAILS AS APPLICABLE,OR CONSULT (lb)- Max Horz 24=126(LC 11) QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. Max Uplift All uplift 100 Ib or less at joint(s)22,20 except 24=-355(LC 12),21=-129(LC 12),18=300(LC 9), 23=-338(LC 21),19=-339(LC 22) Max Grav All reactions 250 Ib or less at joints)23,22,20,19 except 24=668(LC 21),21=409(LC 1), 18=669(LC 22),18=358(LC 1) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-395/391,3-4=-415/440,4-5=-414/442,5-6=-353/371,6-7=-318/428,7-8=-251/400, 8-9=-252/400,9-10=-316/428,10-11=-351/371,11-12=-413/442,12-13=-416/440, 13-14=-396/391 WEBS 5-24=-3201314,8-21=-390/257,11-18=-321/314 NOTES- ,e®111111►0j® 1)Unbalanced live loads have been considered for % oof 2)Wind:ASCEr7-10;Vult=1130mph(3 second gust)Vasd=' 101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. � vs design. � �v1.lUS II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-5-5,Interior(1)1-5-5 to 6-11-8,Extedor(2)6-11-8 `� ENS••. �� to 9-11-8 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60F ✓0 ••. plate grip DOL=1.60 e °• 34869 3)All plates are 2x4 MT20 unless otherwise indicated. ® * 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide — will fit between the bottom chord and any other members. "Q 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)22,20 except ; 411 Z Qt=1b)24=355,21=129,18=300,23=338,19=339. % Jullus Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeV 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 miss systems,seeANSIITPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply i T13276876 138921C T23 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:39 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-N RonPewkrEGXFJieCmfVoLyFgxJ gGnO2uzZUoOzjXx2 1-4-0 1-8-14 6-11-8 12-2-2 13-11-0 15-3-0 1-4-0 1-8-14 5-2-10 5-2-10 1-8-14 1-4-0 Scale=1:33.2 5x6= 5 7.00 F12 21 22 4x5 i 4x5 4x5 i q 6 4x5 7 3 8 2 1910 Li L:J 11 12 4x10= 10 4x10 II 4x10 11 2x4 11 2x4 11 11 -5-0 1 8- 4 6-11-8 12-2-2 12-6 0 13-11-0 1-5-0 6-3- 4 5-2-10 5-2-10 0-3-4 1-5-0 Plate Offsets(X Y)-- [2:0-7-3,0-0-21,[8:0-7-3,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.31 Vert(LL) -0.01 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.03 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:85 Ib 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 12=641/0-7-12,10=641/0-7-12 Max Harz 12=-138(LC 10) Max Uplift 12=272(LC 12),10=-215(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-5=-336/90,5-6=-336/90 WEBS 4-12=-596/412,6-10=596/411,4-11=-117/292,6-11=-116/292 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=i30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=411t;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-8-14,Interior(1)1-8-14 to 6-11-8,Exterior(2) 6-11-8 to 9-11-8 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �,�1011 /OSS, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0®�0 ��U S (� ®O.. 4)t 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 % ....,• ®yo will fit between the bottom chord and any other members. ,4® .•'��,E N S' y • ` 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b} ®� ;' V F•'•°• 12=272,10=215. ` :• 34869 '; o • U R p `�` Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M17-7473 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(wilding 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 . •Mew 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,seeANSVTPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13276877 138921C T24 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:40 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-reM9d_xMcXOOtTHgmUBkLYVNzKct?EW C7dl l LgzjXxi 1-4-0 6-11-8 13-11-0 15-3-0 1-4-0 6-11-8 6-11-8 Scale=1:32.9 5x6= 4 7.00 12 18 19 5x6 i 77 20 5x6 5 3 6 2 7 0 �1 o LJ8 4x10 11. 2x4 11 4x10 I 6-11-8 13-11-0 6-11-8 6-11-8 Plate Offsets(X Y)-- [2:0-3-0,0-0-61,[6:0-7-7,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.06 8-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.10 8-11 >999 180 BCLL 0.0 Rep Stress Incr YES WE, 0.11 Horz(CT) 0.03 2 n/a n/a BCDL 10.0 Code FBC20171FP12014 Matrix-MS Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP Not 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 2=641/0-5-8,6=641/0-5-8 Max Horz 2=138(LC 11) Max Uplift 2=-219(LC 12),6=-219(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-615/226,4-6=-615/226 BOT CHORD 2-8=-42/449,6-8=-42/449 WEBS 4-8=0/280 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24f;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 6-11-8,Extedor(2)6-11-8 to 9-11-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 .0%j l I I I still,, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ov® vL+U$ JOO 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 `� J ••..° Oj will fit between the bottom chord and any other members. `�® .•°�C E N&°• oo® 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) `� F••'.� o0 i 2=219,6=219. ® ." 34869 :• � l ~ 0 � = s >• • •4Uova � l OR IV Julius Lee PE tdo.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. e. 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 MiTe W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of Trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13276878 136921C T26 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:41 2018 Page 1 ID:dntxGlmyC66R2ONeZr2lgJzW6tm-JgvXgKy_NrW FUdroKBiztm2bskuYkfgLLH2btHzjXxO 1-4-0 , 4-8-8 9-1-8 13-6-8 18-3-0 1-4-0 4-8-8 4-5-0 4-5-0 4-8-8 6x6= Scale=1:44.6 4 I 7.00 FIT 13 2x4 11 12 2x4 11 3 5 14 4x5 i 11 4x5 6 2 1 0 0 N 1 15 16 10 9 8 7 2x4 II 7x10= 4x10= 2x4 II 4-8-8 13-6-8 18-3-0 r 4-8-8 8-10-0 4-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.20 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.33 8-9 >647 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:116 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 10=816/0-5-8,7=714/Mechanical Max Horz 10=-219(LC 10) Max Uplift 10=-266(LC 12),7=-192(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-763/242,3-4=-894/380,4-5=-894/382,5-6=-758/241,2-10=794/326, 6-7=-704/237 BOT CHORD 8-9=-69/501 WEBS 4-8 Job Truss Truss Type I Qty Ply 713276879 138921C T26 Common Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:42 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-nOTv2gyd89e66mQDty DCQzaID8B3T3nVaxn8PjzjXx? 4-8-8 9-1-8 13-6-11 18-3-0 1-4-0 4-8-8 4-5-0 4-5-0 + 4-8-8 6x6= Scale=1:44.7 6 4x6= � 46= 7.00 FIT NAILED NAILED 8 2x4 11 4 2x4 11 3 9 45 i 4x5 o 10 I� 2 1 I 0 0 N 1 14 13 15 16 17 18 19 20 21 12 11 3x8 II 8x12—_ Special NAILED NAILED Special 410— 3x8 II NAILED 4-8-8 13-6-8 18-3-0 4-8-8 8-10-0 4-8-8 Plate Offsets(X Y)-- [11:0-4-4,0-1-81,[13:0-5-4,0-4-81,[14:0-4-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.22 12-13 >968 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.27 12-13 >812 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.01 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:138 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s):5,7 REACTIONS. (Ib/size) 14=124110-5-8,11=113810-5-8 Max Horz 14=-216(LC 6) Max Uplift 14=-757(LC 8),11=680(LC 8) Max Grav 14=1312(LC 29),11=1219(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1494/903,3-4=-1459/963,4-6=-940/574,6-8=-960/577,B-9=-1469/963, 9-10=-1497/894,2-14=-1412/855,10-11=-1310[772,4-5=-500/404,7-8=-487/398, 5-7=-444/373 BOT CHORD 12-13=-540/1032 WEBS 6-7=-285/531,7-12=-3071570,5-13=-304/538,5-6=-281/495,2-13=-681/1333, 10-12=-74111327 NOTES- 1)Unbalanced roof live loads have been considered for this design. o®!t®11 1 BB®® 2) 11;;Exp CS Enc1.,1G pi1I0 .18;MWFRS(directional);onal)end vertical left gust)Vasd=101mph; exposed;xposed;Lu berr DOLo1. 60 plate g p DOLL1 60ft;eave oft;Cat. ,�,0®�,�rL+U S• ��I'', 3) Provide adequate drainage to prevent water ponding. eo, .• C,E IV S°• ®osd 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ee ;• V F�°°• 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. •° 34869 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) ® * 14=757,11=680. m 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. "0 • o 8)"NAILED"Indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)339 Ib down and 365 Ib up at -00 % • �(/es 6-0-0,and 339 Ib down and 365 Ib up at 12-2-4 on bottom chord. The desigrdselection of such connection device(s)is the ®®�'� •m L VQ;` Nee onsibility f others. 10)Inthe LOADpDCASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ®s6#111 ®®/Q....... '1��, A�-G`�`� LOAD CASE(S) Standard ,BBBB11119101 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Julius Lee PE No.34869 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-2=-60,2-4=-60,4-6=-60,6-8=-60,8-10=-60,11-14=-20 6904 Parke East Blvd.Tampa R-33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 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 !3'e k' is always rectulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r s 713276879 138921C T26 Common Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:42 2018 Page 2 I D:dnLxGl myC66R2gNeZr2lgJzW 6tm-nOTv2gyd89e66mQ DtvDCQzaI D8B3T3nVaxnBPjzjW. LOAD CASE(S) Standard Concentrated Loads(lb) Vert:4=-89(B)8=-89(B)15=-268(B)17=-45(B)18=-45(B)19=-45(B)21=-268(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Wek(D 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 applicabOlty 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 ffek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply r t T13276880 138921C T27 Monopitch Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:43 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-FC 11 FOzFvSmzkw?PRckRzB7_2YXICcOepbXix9zjXx_ 2-8-0 2-8-0 7.00 F12 Scale=1:31.0 2 2x4 I 3x4 i 1 EE ILJ 5 3 4 JUS24 3x4= 2x4 I I 2-8-0 2-8-0 Plate Offsets(X Y)-- [1:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.03 3-4 >869 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:27 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=622/0-5-8,3=267/Mechanical Max Horz 4=57(LC 8) Max Uplift 4=-129(LC 6),3=-179(LC 8) Max Grav 4=622(LC 1),3=275(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali 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 Ib uplift at joint(s)except Qt=1b) 43 ,e,Oty S 6)Use USP JUS24(With 1 Od nails into Girder&1 Od nails into Truss)or equivalent at 0-8-12 from the left end to connect truss(es)to ,� • .•• �jo front face of bottom chord. �� .°•�G E lV&•°• s 7)Fill all nail holes where hanger is in contact with lumber. r� :• �' � �'.• j 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). : No 34869 e LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 e ! •/Y Uniform Loads(plf) Vert:1-2=60,3-4=-20 e o Concentrated Loads(lb) % o Vert:5=-698(F) io •.• O R 1 Q P :`�,b s,�'s�oNA��,,• Julius Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND iNCLUDED MNEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing : ffek' Is always required for stability and to prevent collapse with possible personal injury and property darnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply r t 713276881 138921C T28 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:45 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-Cb92gi?VR4ogzE9oZ1 mv2cCATLEZgTKxGvOo?2zjXwy 1 4-10-8 8-7-1 13-5-9 - J 4-10-8 3-8-9 4-10-8 Special Scale=1:23.1 7x10= Special NAILED 6x6 Il 4.67 12 3 22 4 NAILED NAILED 23 21 4x5 54x5 w 7 2 I o t 6 a O 0 24 25 26 8 27 28 7 29 30 JUS24 NAILED JUS24 2x4 II NAILED 4x5- NAILED JUS24 5x12 II Special JUS24 Special JUS24 4x10 II THD26 JUS24 3- 4-10-8 8-7-1 13-4-13 131 -9 -3- 4-7-4 3-8-9 4-9-12 5112 Plate Offsets(X Y)-- (1:0-5-8 Edge) [3:0-4-4,0-2-41,16:0-7-12,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.09 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.13 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.03 6 n1a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Weight:144 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins. BOT CHORD 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=3081/0-3-0,6=2703/0-6-4 Max Horz 1=31(LC 24) Max Uplift 1=-1265(LC 8),6=-1124(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-3195/1382,3-4=-3100/1382,4-6=-3344/1450 BOT CHORD 1-8=-1215/2892,7-8=-1233/2944,6-7=-1282/3040 WEBS 3-8=-325/917,4-7=-386/1038 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)Ail 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. `O ° ••••. F ®j 3)Unbalanced root live loads have been considered for this design. ,�® ;°•�Cr ENS••. �� 4)Wind:ASCE 7-10;VUIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. �� V F ••. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 No 34869 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 o will fit between the bottom chord and any other members. • e 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) , 1=1265,6=1124. i, .• �� 9) Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 0-0-0 from the left end to connect truss(es)to ,, •° O R`�Q;•G��eo back face of bottom chord. S •°.° 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max starting at 2-3-9 from the left end to 12-3-9 to connect truss(es)to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. Julius Les PE No.34869 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)179 Ib down and 148 Ib up at MiTek USA,Inc.R-Cert 6634 4-10-8,and 179 Ib down and 148 Ib up at 8-7-1 on top chord,and 27 Ib down and 16 Ib up at 4-10-8,and 27 Ib down and 18 Ib up 6904 Parke East Blvd.Tampa FL 33610 at 5-0-15,and 27 Ib down and 16 Ib up at 8-7-1 on bottom chord. The design/selection of such connection device(s)is the Date: responsibility of others. February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 applicabllty of design parameters and properly Incorporate this design Into the overall ��p at building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek'ek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/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,Wexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply ' T13276881 138921C T28 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:45 2018 Page 2 I D:dnLxGl myC66 R2ONeZr2lgJzW Elm-Cb92gi?V R40gzEgoZ1 mv2cCATLEZgTKxGvOo?2zjXwy LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads,(plf) Vert:1-3=-60,3-4=-60,4-6=-60,9-15=-20 Concentrated Loads(lb) Vert:3=-27(F)4=-27(F)8=-32(F)7=-677(1`32,B=-645)9=-661(B)22=-13(F)24=-654(B)25=0(F)26=-654(B)27=-645(13)28=-16(F)29=645(F=O,B=-645) 30=-654(B) I I i I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based ody 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.Addilional temporary and permanent bracing ••MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713276882 138921C Vol Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:46 2018 Page 1 I D:dnLxGlmyC66R2ONeZr21 gJzW 6tm-gnj Qt2?7BN8XbOk_6kHBaplSsljl Pyy4VZl MXUzjXwx 10-0-15 20-1-15 10-0-15 10-0-15 Scale=1:38.7 5x6= 4 7.00 Fl2 14 15 3 5 13 16 2 6 7 1 yV, Y o -o 6 0 3x4 12 11 17 10 18 9 8 3x4 6x6= 0- -7 20-1-15 0- -7 20.1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:81 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-1-1. (lb)- Max Horz 1=158(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)1,7 except 11=155(LC 12),12=113(LC 12),9=155(LC 12), 8=-113(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,7 except 10=381(LC 17),11=401(LC 17),12=266(LC 17), 9=400(LC 18),8=266(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-11=-327/212,5-9=-327/212 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 10-0-15,Exterior(2)10-0-15 to 13-0-15 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. `��1®111!' , 4)Gable requires continuous bottom chord bearing. ,%% ��1US (� 1 ®t , 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •,...... Ids 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 ow ,•'�G E N S ® °• � will fit between the bottom chord and any other members,with BCDL=10.Opsf. �� ;• V F•••. �� 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7 except 0=1b) 34869 •: • 11=155,12=113,9=155,8=113. r r n ® o r . i Y� O !0/O11I11fl1fl�, Julius Lee PE No.34869 M[Tek USA,Inc.FL Celt 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE 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 on Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall [i T building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M ek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI]Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 1 ' T13276883 138921C V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:47 2018 Page 1 I D:dnLxG1 myC66R2ONeZr2lgJzW 6tm-8_Ho5NO1yhGOCYJAgSpN71 Ia59118Pg EkDVv3wzjXww 4-10-15 6-2-15 8-10-15 10-2-15 11-6-15 ,12-10-15, 14-2-15 , 23-1-15 r 4-10-15 1-4-0 T 2-8-0 1-4-0 1-4-0 ' 1-4-0 1-4-0 8-10-15 Scale=1:40.7 5x6= 8 7 11 J 13 5x12= 7.00 12 256 27 5 14 4 3 24 12 26 2 10 9 15 1 v 4 o 'o 0 x10 i 6 3x4 i 23 22 21 20 19 18 16 3x4 0-9-7 4-10-15 6-2-15 16-9-6 23-1-15 0-0-7 4-10-9 1-4-0 10-6-7 6-4-8 Plate Offsets(X Y)-- [9:0-2-0,0-0-01,[9:0-3-0,0-2-41,[14:G-6-0,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 15 rVa n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight:131 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):10 OTHERS 2x4 SP No.3 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND REACTIONS. All bearings 23-1-1. (NORMAL TO THE FACE),SEE STANDARD INDUSTRY (lb)- Max Horz 1=-173(LC 10) GABLE END DETAILS AS APPLICABLE,OR CONSULT Max Uplift All uplift 100 Ib or less at joint(s)15,20,23,17,16,22,21,19 except 18=-113(LC 22) QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. Max Grav All reactions 250 Ib or less at joint(s)1,15,20,23,22,21,19,18 except 17=409(LC 18),16=431(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 14-16=-280/146 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-1-7 to 4-1-7,Intedor(1)4-1-7 to 11-6-15,Exterior(2)11-6-15 to 14-6-15,Intedor(1)16-9-6 to 22-7-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate o��11f l l6►®�B grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. �O •.. of 4)Gable requires continuous bottom chord bearing. ♦♦, .• C E NS'• moi, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦® V F•••.• ✓� 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 ;• No 34869 r will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,20,23,17,16, e * •• 22,21,19 except Qt=ib)18=113. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ft "�% r • s a i so 0 � e C? o �s�ere�aetje�� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-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 applicabillty of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing .MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r ' T13276884 138921C V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:48 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-cArBlj1 Nj?OFghuME9KcgEgrfZQQtscNytEScNzjXwv 4-7-0 5-11-0 7-3-0 8-7-0 9-11-0 14-6-0 4-7-0 1-4-0 1-4-0 1-4-0 1-4-0 4-7-0 Scale=1:25.5 5x6= 5 6 7.00 F12 4 7 3 18 17 S 2 9 1-11 F-1 1 1771 1 aLi Ld Ej Eja d •o 6 0 3x4 i 16 15 14 13 12 11 10 3x4 0- -7 4-7-0 5-11-0 8-7-0 9-11-0 14-6-0 0- -7 4-6-9 1-4-0 2-8-0 1-4-0 4-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) nla n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-S Weight:62 lb FT=20% LUNIBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 or puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE OTHERS 2x4 SP No.3 OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND REACTIONS. All bearings 14-5-2. (NORMAL TO THE FACE),SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE,OR CONSULT (Ib)- Max Horz 1=1 4-5-2 11) Max Uplift All uplift 100 Ib or less at joints)1,9,16,10,15,14,12,11 QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. Max Grav All reactions 250 Ib or less at joint(s)1,9,13,16,10,15,14,12,11 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)1-1-7 to 4-1-7,Interior(1)4-1-7 to 7-3-0,Exterior(2)7-3-0 to 10-3-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9e®'+1®111111jeSB 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 tit between the bottom chord and any other members. 0�+1J$,O ..... �4* 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,9,16,10,15, tee :. G E N s+�:•.�. moi® 14,12,11. 34869 1k = lL411� Ss1ONA1-E ��'� (1111/4 Julius Lee PE No.34869 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall Bet building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r T13276885 138921C VO4 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:48 2018 Pagel ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-cArBljl Nj?OFghuME9KcgEgk4ZMNts9NytEScNzjXwv 5-6-8 5-6-8 Scale=1:18.9 2 2x4 I I 7.00 FIT 5 4 Li1 v 0 0 3 2x4 i 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-P Weight:21 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=194/5-6-1,3=194/5-6-1 Max Harz 1=141(LC 9) Max Uplift 1=-44(LC 12),3=-62(LC 9) Max Grant 1=194(LC 1),3=212(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=24ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interjor(1)3-6-8 to 5-4-12 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 011�' 1®gI0'.s �i 3\'1V S t� S, %% , ..°.°.•••� I� E Ns No 34869 P - °�s SAO %%111111111 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 6frTEK REFERANCE PAGE MI1-7473 rev-10/03/2015 BEFORE USE. �- Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before LW,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage-delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13276886 138921C V05 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:49 2018 Page 1 I D:dnLxGlmyC66 R2ONeZr21 gJzW 6tm-4MOZW 32OU I W 6SrTZotrrCSN_IzlkcJOXBX_08pzjXwu 3-6-8 J 3-6-8 2x4 11 Scale=1:13.2 2 7.00 FIT 1 a a 6 3 2x4 i 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:13 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=114/3-6-1,3=114/3-6-1 Max Horz 1=83(LC11) Max Uplift 1=-26(LC 12),3=-37(LC 9) MaxGrav 1=114(LC 1),3=125(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10:Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 10 N 34869 O 0 ro1#4110 N Ae e``I Jullus Lee PE No.34869 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall '��, building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type i 1 Qty Ply T13276887 138921C V06 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:50 2018 Page 1 I D:dnLxGlmyC66 R2ONeZr2lgJzW 6tm-YZyxj P2eFcez3?1 I LaM4lfwBeM6GLmegQBjZg FzjXwt 1-6-8 1-6-8 Scale=1:7.3 2 7.00 12 1 dr 6 3 2x4-i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight:4lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=40/1-6-1,2=30/1-6-1,3=10/1-6-1 Max Horz 1=24(LC 12) Max Uplift 1=3(LC 12),2=-23(LC 12) Max Grav 1=40(LC 1),2=32(LC 17),3=20(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 6 Provide meacity of chanical caearing l connection b others of truss to bearing late capable of withstanding 100 Ib uplift at joints 1,2. ,®`,®,"'L 1 Ai/a®BSS ( Y ) 9 P aP 9 P J ( ) ®e vL1U S j!� 0s • 34869 • o • •�. • • w • : i� o • O BoNAa Edo Julius Lee PE No.34869 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall i building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing W ffek` is always required for stability and to prevent collapse wifh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tama,FL 33610 Job Truss Truss Type Qty Ply 713276888 138921C V07 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:50 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-YZyxj P2eFcez3?11 LaM41fw9RM3zLmNgOBjZgFzjXwt 1-7-8 4-3-0 5-1-5 5-11-9 8.7-1 10-2-9 1-7-8 2-7-8 0-10-5 0-10-5 2-7-8 1-7-8 Scale=1:17.1 4.67;12 3x6= 2x4 11 3x6= 3 4 5 JL 7.00 12 3x6 3x6 0 6 0 2 7 7 1 Ll a a o 'o 6 0 8 2x4 i 2x4 11 2x4 0- -7 5-1-5 10-2-9 0- -7 5-0-14 5-1-5 Plate Offsets(X,Y)-- [2:0-3-0,0-1-31,[3:0-3-0,0-2-51,(5:0-3-0,0-2-51,[6:0-3-0,0-1-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a rt/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 7 n1a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=264/10-1-12,7=264/10-1-12,8=203/10-1-12 Max Horz 1=-35(LC 10) Max Uplift 1=-105(LC 12),7=-105(LC 12),8—e(LC 9) Max Grav 1=264(LC 1),7=264(LC 1),8=228(LC 3) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-362/260,2-3=-318/268,3-4=-282/274,4-5=-282/274,5-6=-318/264,6-7=-362/255 BOT CHORD 1-8=-191/282,7-8=-191/282 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-6-8 to 1-7-8,Interior(1)1-7-8 to 4-3-0,Exterior(2)4-3-0 to 5-11-9,Intedor(1)8-7-1 to 9-8-1 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,®`�l100 �710e% 3) Provide adequate drainage to prevent water ponding. ,11 �L1U$ � 4)Gable requires continuous bottom chord bearing. % .••.. F °° 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .•'��,E N S••. ♦♦ 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 �� ;' F ••.•_ will fit between the bottom chord and any other members. No 34869 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8 except(jt=1b) 1=105,7=105. ® •cam s m ♦ Julius Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10103/2015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing NA.1Tk" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSR-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply 713276889 138921C V08 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:512018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJ zW 6tm-01 W Jx13GOwngh9cxvltJ HtSLvmRc4DVpfrT7DizjXws 3-1-5 6-2_-9_ 3-1-5 3-1-5 Scale=1:13.8 4x5 11 2 7.00 F12 3 1 a v a =o od 4 2x4 i 2x4 I I 2x4 0-07 6-2-9 0- -7 6-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a ri/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a tVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:20 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=107/6-1-12,3=107/6-1-12,4=196/6-1-12 Max Horz 1=42(LC 10) Max Uplift 1=-42(LC 12),3=-42(LC 12),4=-24(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. 0 0 11Id®®®/,,,, \U S C' 'N L�F �':i E `sF•° :• No 34869 4 a ®se� 'ss •.< 0R10P��'� .• ss0 N Am °° Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MITek�O connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Te W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l 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,Atexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type ty Ply T13276890 138921C V09 Valley 1 1 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 8.130 s Oct 26 2017 MTek Industries,Inc. Tue Feb 20 11:17:44 2018 Page 1 1 1 D:dnLxGl myC66R2ONeZr21 gJzW 6tm-1675Yt7k4Omg BvhV LScOxaJo?I U4Dhfexzyg5RzjGzL 1-1-5 2-2-9 Scale=1:4.9 2 0-6-7 0-6-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 1 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-P Weight:5 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=42/1-0-0,2=42/1-0-0 Max Uplift I=30(LC 8),2=-30(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-Ali forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;131=4511;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 Ib uplift at joint 1 and 30 Ib uplift at joint 2. LOAD CASE(S) Standard No 34869 /,U s �® •°e /C • �1/oe ,, �• O R,VP, '�c`'ee ,0 N 1 Julius Lee PE No.34869 Mffek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 ruse,the building designer must verify the applicability of design parameters and properly Incorporate this design Info the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ;ME.T'ek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSE-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. Tarnpa,FL 33610 Job Truss Truss Type city Ply r r 713276891 138921C V10 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:52 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-Vx4h854unDvhJJ B8T?OYg4?TsAmOpgBztVCgl6zjXwr 4-7-4 4-7-4 Scale=1:16.3 2 2x4 I I 7.00 12 4 Oi 1 y C? 0 3 2x4 i 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stresslncr YES WB O.OD Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=157/4-6-13,3=15714-6-13 Max Harz 1=94(LC 12) Max Uplift 1=-14(LC 12),3=-68(LC 12) Max Grav 1=157(LC 1),3=166(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 4-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. ;uS010:o eee .•'�C ENS :i • N 34869 d � ie Fs p R X es�IoO N A`� %% Julius Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing o1 trusses and truss systems,seeANSI/TPI I Quallty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T13276892 138921C V11 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:53 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-z8e4LR5W YX1 YwTmKi jvnNlYh9a8UY70669yDHazjXwq 2-7.4 2-7-4 2x4 11 Scale=1:10.4 2 i 7.00 12 I a, 1 1 � a Ll 0 3 2x4 i 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight:9Ito FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=77/2-6-13,3=77/2-6-13 Max Horz 1=46(LC12) Max Uplift 1=-7(LC 12),3=-34(LC 12) Max Grav 1=77(LC 1),3=81(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)zone;C-C for members and forces 8r MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. `�i1! tl®®8100 ♦♦,0 °0o s �e `eo♦` ..��G E N SF•. 10 0 :•• 011�1 869 ., � Xs�0'IA1.1�vos ♦ Julius Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not airubuildingdesign.stem. efore use,the Bracing Indicated iIs to predesivner must ent buckling of Indivithe dual truss web and/orr chord memberametersand properly only.Additiopnal temporary rate andTpermanent overall bracing { fpe R 1 + , is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the '"'�a fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply T13276893 138921C V12 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:54 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-RKCSZn68Jr9PYcLW aOROvV4tL_TzHaAGLphnpOzjXwp 1-8-12 1-1014 7-0-0 12-1-2 1$-i 4 14-0-0 1-8-12 0-2-2 5-1-2 5-1-2 0-2-2 1-8-12 Scale:1/2°=1' 5x6= 5 6 7.00 FIT 4 7 3 18 17 8 2 9 1 n 3x4 i 16 15 14 13 12 11 10 3x4 14-0-0 14-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stresslncr YES WB 0.03 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight:57 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE REACTIONS. All bearings 14-0-0. OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND g (NORMAL TO THE FACE),SEE STANDARD INDUSTRY (lb)- Max Horz 1=-95(LC 10) GABLE END DETAILS AS APPLICABLE,OR CONSULT Max Uplift All uplift 100 Ib or less atjoint(s)1,14,15,16,12,11,10 QUALIFIED BUILDING DESIGNER AS PER ANSVTPI 1. Max Grav All reactions 250 Ib or less at joint(s)1,9,13,14,15,16,12,11,10 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=O.18;MWFRS(directional)and C-C Exterior(2)1-2-15 to 4-4-0,Interior(1)4-4-0 to 7-0-0,Extedor(2)7-0-0 to 10-0-0 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %011111119/` 1 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 e�� % $ t� Ise will fit between the bottom chord and any other members. ®` • ••. • F �jo 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,14,15,16,12, e1, .•'�C E N i �'•••. o 11,10. `� :• �' F •% ®� 1 N 34869 t � • a ® b '�,�OT� • • o is •0...... fill0N A® %®III � Jullus Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with 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 .: ffek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ` T13276894 138921C V13 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:55 2018 Page 1 1 D:dnLxGlmyC66R2O NeZr21 gJzW 6tm-vW mgm76m48HGAmwj87yFSjd_f NmTO14PZTRKMTzjXwo 5-0-0 10-0-0 5-0-0 5-0-0 45 11 Scale=1:18.8 2 7.00 12 7 6 8 5 3 1 vLiy o •o 6 0 4 2x4 i 2x4 11 2x4 O-Q-7 10-0-0 0-0-7 9-11-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ]/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:34 Ib 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. (Ib/size) 1=169/9-11-2,3=169/9-11-2,4=376/9-11-2 Max Harz 1=-74(LC 10) Max Uplift 1=-58(LC 12),3=58(!_C 12),4=-70(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=oft Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 5-0-0,Exterior(2)5-0-0 to B-0-0 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between e bottom chord and any 6 Provide mechanical al con ection by others other truss tlo bearing late capable of withstanding 100 Ib uplift at joints 1,3,4. ®� 1 ( Y ) 9 P aP 9 P 1 ( ) tu S (� ®I EN a • NO 34869 • 1 ® r r 0 :460 o• S o s,S;ONAo %%'%. Jullus Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/032015 BEFORE USE. , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component.not ERENlie a In=system.Before use,the building designer must verify the applicab011y of design parameters and properly Incorporate this design into the overall p building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT e W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply � � 713276895 138921C V14 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 14:59:55 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgdzW 6tm-vW mgm76m48HGAmwj87yFSjd 1 ANpg01 XPZTRKMTzjXwo 3-6-0 6-11-15 3-6-0 3-6-0 Scale=1:13.7 4x5 II 2 7.00 12 3 1 v o 0 =o 0 0 4 2x4 i 2x4 2x4 0- -7 6-11-15 0- -7 6-11-9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=99/6-11-2,3=99/6-11-2,4=182/6-11-2 Max Horz 1=39(LC11) Max Uplift 1=-39(LC 12),3=-39(LC 12),4=-22(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. ee,,,v1 I' eeee •� G•EN.••F SF•••••� oma% No 34869 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev-10/032015 BEFORE USE. Design valid for use only with 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.Addilional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Cdlerla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required, See SCSI. 1 c1-2 C2-32. Truss bracing must be designed by an engineer.For 0J J/1 g. wide truss spacing,Individual lateral braces themselves Q WEBS °�b 4 may require bracing,or alternative Tor I of c 0 bracing should be considered. U py, a = 3. Never exceed the design loading shown and never a �' a U stack materials on inadequately braced trusses. Q._ 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate C7"s cba C5-6 ~ designer,erection supervisor,property owner and plates 0-1ris"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction Of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. `Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software Or upon request, 8. Unless otherwise noted,moisture content lumber shall not exceed 1991.at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to 4 X 4 to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection, the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 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. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable 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 Nil DSB-89: Design Standard for Bracing. i is not sufficient.Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, M 1peko ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: Mll-7473 rev, 10/03/2015