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1747 MARITIME OAK DR - TRUSSES 4,, -ti L . liltLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek"' RE: 13391TOA - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FFL33610-4115 Customer Info: Toll Brothers Project Name: Atlantic Beach Model: Anna Maria - Loastal Lot/Block: 100 Subdivision: Atlantic Beach Address: 1747 Maritime Oak Drive, . City: Jacksonville State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20141TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 75 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. I No. Seal# Truss Name Date No. Seal# 'Trus1 T11742080 CJ12 8/2/17 j18 T11742097 FG01 t Name I Date 1 FG01 � 8/2/17 12 1T11742081 CJ22 ' 8/2/17 119 T1 1 742098 1 FG02 _ 8/2/17 13 1 T1 1 742082 1 CJ32 1 8/2/17 20 T11742099 1T01 1 8/2/17 14 1 T1 1 742083 1 EJ 12 1 8/2/17 21 111742100 1T02 1 8/2/17 5 T1 1 742084 1 EJ13 1 8/2/17 22 T11742101 I T03 8/2/17 6 T11742085 EJ14 1 8/2/17 23 T11742102 T04 , 8/2/17 7 _ T11742086 EJ22 18/2/17 24 T11742103 T05 18/2/17 8 T11742087 EJ32 8/2/17 25 T1174210411-06 1 8/2/17 9 1 T1 1 742088 1 EJ33 8/2/17 26 T11742105 107 1 8/2/17 110 711742089 1 EJ36 8/2/17 27 T1 1 7421 06 1T08 1 8/2/17 11 1T11742090 EJ37 8/2/17 28 T1174210711-09 8/2/17 12 _11-117420911F01 8/2/17 29 T117421081113 1 8/2/17___ 113 1T11742092 1 F02 8/2/17 30 T117421091 T14 1 8/2/17 LII, 1T11742093 1 F03 8/2/17 31 T11742110 j T15 18/2/17 15 T1 1 742094 1 F04 8/2/17 32 T1174211111-16 1 8/2/17 116 1 T1 1 742095 1 F05 8/2/17 33 111742112 1117 18/2/17 117 1 T11742096 1 F06 8/2/17 34 T11742113 1T18 18/2/17 ,��%%I a IISI,,i The truss drawing(s)referenced above have been prepared by MiTek `• s,,�vL1US. AFF i��� • USA, Inc. under my direct supervision based on the parameters :�� :.�*G E �'�.,.• 1. .• 0 *. 1 .1 provided •by Building Component Supply. No 7.9 Truss Design Engineers Name: Lee, Julius • * J My license renewal date for the state of Florida is February 28, 2019. -:7 ':�f P / �%i/ =- • ▪ -p IMPORTANT NOTE: The seal on these truss component designs is a certification �'.. ST 4 OF 141 Z. that the engineer named is licensed in the jurisdiction(s)identified and that the . ,\•. 'i''.... designs comply with ANSI/TPI 1. These designs are based upon parameters .e/C '•• • • R I O. G\,•` shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ,i ss/........:� �s% Tek's filereferenMiTek. ce purpose onproly,and was not ect specific information into account infor the Ipr preparation ocustomers i;-"Ii N A,t‘' these designs. MiTek has not independently verified the applicability of the design Julius Lee PE No.34869 parameters or the designs for any particular building. Before use,the building designer MITek USA,Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: August 2,2017 Lee.Julius 1 of 2 4 ► OFFICE COPY RE: 13391TOA - Site Information: Customer Info: Toll Brothers Project Name: Atlantic Beach Model: Anna Maria - Coastal Lot/Block: 100 Subdivision: Atlantic Beach Address: 1747 Maritime Oak Drive, . City: Jacksonville State: FL No. Seai# Truss Name Date 35 T11742114 T19 8/2/17 36 7117421151 T20 8/2/17 37 T11742116(121 8/2/17 38 T11742117 1122 8/2/17 39 1117421181123 8/2/17 40 111742119 1 124 8/2/17 41 111742120(125 8/2/17 42 T11742121 1126 8/2/17 43 T117421221127 8/2/17 44 T117421231128 8/2/17 45 T11742124 1129 8/2/17 46 T11742125 1131 8/2/17 47 T117421261132 8/2/17 48 T117421271133 8/2/17 49 T11742128 1134 8/2/17 50 T11742129(136 8/2/17 51 T11742130(137 8/2/17 52 T11742131 1138 8/2/17 53 T11742132 I T39 8/2/17 54 T11742133 1 T40 8/2/17 55 111742134(141 8/2/17 56 T11742135 1142 8/2/17 57 T1174213611-43 8/2/17 58 7117421371 T44 8/2/17 59 T1174213811-45 8/2/17 • 60 T11742139(146 8/2/17 61 T11742140(147 8/2/17 62 T11742141 1T49 8/2/17 63 T11742142 1T50 8/2/17 64 T11742143 T51 8/2/17 65 T11742144 T52 8/2/17 66 T11742145 1153 8/2/17 67 T11742146 1154 8/2/17 68 711742147(V01 8/2/17 69 T11742148 1V02 8/2/17 70 T11742149 1V03 8/2/17 71 111742150 1VO4 8/2/17 72 T11742151 I V05 8/2/17 73 1117421521V06 8/2/17 74 T11742153 1V07 8/2/17 75 T1 1 7421 54 1 V08 8/2/17 2 of 2 Job Truss Truss Type * >t I Qty Ply 1 I 1 T11742080 13391 TOA CJ12 Jack-Open 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:34:56 2017 Page 1 I D:?9jto W xOG1 OEk3C I?dBMoszBOOu-RNuYNI A906fiQi9fg F EcNXcM8uyzNsc5Y8KU2GyrvrT 2-9-3 2-9-3 Scale=1:11.7 14.24 l12 2 1 e u' IIII 11 Iri . 3 4 3x8 11 2-9-3 2-8-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 3-4 >999 180 I BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014TTPI2007 Matrix-MR Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 4=102/0-7-0,2=72/Mechanical,3=31/Mechanical Max Horz 4=37(LC 12) Max Uplift 4=-12(LC 12),2=-44(LC 12) Max Gray 4=102(LC 1),2=72(LC 1),3=49(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MITeke)connectors.This design k based only upon parameters shown,and Is for an kndividual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,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 r 1 Qty Ply T11742081 113391TOA CJ22 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:34:57 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-vaSwaeAnZPnZl skrEylrvl9ZmIHJ6JrEmo3l aiyrvrS 2-9-3 2-9-3 Scale=1:10.7 2 4.24 12 ( t po 1 N � 1 1 3 2x4 II 3x6 I. 2-9-3 2-8-13 Plate Offsets(X,Y)-- (1:0-3-14,0-5-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.00 3-8 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 2 r1/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=61/Mechanical,3=33/Mechanical,1=123/0-7-0 Max Horz 1=39(LC 12) Max Uplift 2=35(LC 12),3=-2(LC 12),1=-19(LC 12) Max Gray 2=61(LC 1),3=43(LC 3),1=123(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/201S BEFORE USE. Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and is for 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 MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. [or general guidance regarc9ng 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 Inlormallon avdlable from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type n a Qty Ply TI1742082 1339170A CJ32 Jack-Open Structural Gable 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 8 Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:34:58 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-NmOln_BPKjvQf0J2ofG4SyillheUrm5N?Spb69yrvrR 2-2-13 2-2-13 Scale=1:9.8 4.24 12 2 1 N f 313 2x4 II 3x6 II 2-2-13 2-2-13 I Plate Offsets(X,Y)-- 11:0-3-14,0-5-01 LOADING (psf) SPACING- 2-0-0 ( CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE I MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=53/Mechanical,3=33/Mechanical,1=87/0-7-0 Max Horz 1=31(LC 12) Max Uplift 2=-28(LC 12),3=4(LC 12),1=-13(LC 12) Max Gray 2=53(LC 1),3=38(LC 3),1=87(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 1-4-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicablity of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avaliabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type ;I Qty Ply T11742083 1339170A EJ12 I Jack-Open 14 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:34:59 2017 Page 1 I D?9jto W xOG1 OEk3Cl?dBMoszBOOu-ryah?KC2511 GHAtE LNoJ?AEv75_faDLXE6Y8ebyrvrQ 2-0-0 2-0-0 Scale:1'=1' 2 6.00112 r 1 CO 0 e 4 3 3x8 II 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 ` Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR I Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (Ib/size) 4=74/0-5-8,2=52/Mechanical,3=22/Mechanical Max Horz 4=38(LC 12) Max Uplift 2=-39(LC 12),3=-1(LC 12) Max Gray 4=74(LC 1),2=52(LC 17),3=36(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. 1 � Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.10/03/2015 BEFORE USE. pa Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. 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 T11742084 13391TOA EJ13 Jack-Open 6 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:34:59 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-ryah?KC2511 GHAtELNoJ?AEtb5zeaDLXE6Y8ebyrvrQ 3-0-0 3-0-0 Scale=1:14.4 2 6.00 112 rb , m N • 1 0 IV ♦ 3 4 3x8 I I 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. II DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=112/0-5-8,2=78/Mechanical,3=34/Mechanical Max Horz 4=57(LC 12) Max Uplift 4=-4(LC 12),2=-56(LC 12) Max Gray 4=112(LC 1),2=78(LC 1),3=54(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mlt-7473 rev.10M3/2015 BEFORE USE. Design valid for use only with MWTek®connectors.Mils 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 Incilvkivai 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 inpxy and property damage. For general guidance regarding the fabricatkm,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPl I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type A Oty Ply T11742085 13391TOA EJ14 Jack-Closed 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:00 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszB00u-J973CgDgsK97uKSOv4JYXNn2W VHJJgbgTml hB1 yrvrP 4-0-0 4-0-0 2x4 i 1 Scale=1:16.9 4 3 1 • 6.00 12 . 11 . 4x51 2 1 III �� FLO r 1 6 3x6 11 5 2x4 i1 4-0-0 I 4-0-0 Plate Offsets(X,Y)-- 11:0-2-0,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.03 6-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 1=149/0-5-8,6=160/Mechanical Max Horz 1=81(LC 12) Max Uplift 1=-7(LC 12),6=-75(LC 12) Max Gray 1=149(LC 1),6=161(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6. 1 f 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MP-7073 rev.10/03/2015 BEFORE USE. NI Design valid for use oily with MITek4 connectors.Ibis design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate the design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTele is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 QuaNy 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 I Ply I T11742086 13391T0A EJ22 Jack-Open 8I 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:01 2017 Page 1 I D:?9jto W xOG 1 OE k3C1?dBMoszBOOu-nLhROODIdeH_W U 1 cTogn4bKGcvg927rghQ1 FjTyrvrO 2-0-0 I 2-0-0 Scale=1:10.9 2 T 6.00 12 I 11, n 1 N I a nffi i rI M 1 t 3x5 II 3 2-0-0 2-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3),[1:0-0-3,0-5-0),[1:0-2-8,0-0-7] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing I Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=50/Mechanical,3=30/Mechanical,1=80/0-5-8 Max Horz 1=41(LC 12) Max Uplift 2=-32(LC 12),3=-5(LC 12),1=-5(LC 12) Max Gray 2=50(LC 1),3=36(LC 3),1=80(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ff;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. ll. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek©connectors.this design 6 based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 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/lPii Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate institute,218 N.lee Street,Suite 312.Nexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . w Qty Ply T11742087 13391TOA EJ32 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:01 2017 Page 1 I D:?91to W xOG1 OEk3Cl?dBMoszBOOu-nLhRQODIdeH_W U I cTogn4bKFEvfk27rghQ 1 FjTyrvrO 2-5-8 2-5-8 Scale: 2 6.00 12 1 r 3 3x5 II 2-5-8 2-5-8 Plate Offsets(X,Y)-- f1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 3-6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 1 r1/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:9 lb FT=20% I i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2.61/Mechanical,3=35/Mechanical,1=96/0-5-8 Max Horz 1=49(LC 12) Max Uplift 2=-39(LC 12),3=-4(LC 12),1=-7(LC 12) Max Gray 2=61(LC 1),3=44(LC 3),1=96(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;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 Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED TEK REFERANCE PAGE 1011-7473II-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MITek4)connectors.This design is based only upon parameters shown,and Is for an indwidual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal i fury and properly damage. For general guidance regard g the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type a a Oty Ply T11742088 13391TOA EJ33 Half Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:02 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-GXFpdMEwOyPr8dcp1 VLOcosQHJzxna5zw4noFwyrvrN 1-7-8 2-5-8 1-7-8 0-10-0 Special , Scale=1:9.9 2 3 6.00 12 3x6— 1111,111111i I i Milli III ri 8 Special 4 3x5 II 1-1-3 2-5-8 1-1-3 I 1-4-5 Plate Offsets(X,Y)— 11:0-2-8,0-0-71,11:0-0-3,0-5-01,11:0-0-1,0-0-3),12:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.21 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 3 rt/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE I MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=23/Mechanical,4=84/Mechanical,1=100/0-5-8 Max Horz 1=34(LC 12) Max Uplift 3=-17(LC 8),4=-34(LC 12),1=-18(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.1B;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)26 lb down and 64 lb up at 1-7-8 on top chord,and 13 lb down and 15 lb up at 1-9-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:2=-1(B)8=-13(B) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 100.7473 rev.10,03/2015 BEFORE USE. Et Design valid for use only with MITek4 connectors.This design is based ordy 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 inlay and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and inns systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlabde from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type A A Oty Ply T11742089 13391TOA EJ36 Jack-Open 24 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:03 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-kkpBrhFY9FXilnB?aDsF9OPUiiFAW 1 K69kW LnMyrvrM 6-0-0 II 6-0-0 Scale=1:20.7 2 NI 6.00 12 8 e a n N 7 m 1 ►� 3x5 11 3 6-0-0 II 6-0-0 Plate Offsets(X,Y)— 11:0-0-1,0-0-3),11:0-0-3,0-5-01,11:0-2-0,0-1-7) 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 0.52 Vert(LL) 0.10 3-6 >705 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.17 3-6 >408 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:20 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. WEDGE I MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 i be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=238/0-5-8 Max Horz 1=122(LC 12) Max Uplift 2=-100(LC 12),1=26(LC 12) Max Gray 2=157(LC 1),3=111(LC 3),1=238(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 2=100. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mil Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is lot an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal inlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/lPlt Quality Criteria,058-89 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 . J Oty Ply T11742090 13391TOA EJ37 Jack-Open 13 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:04 2017 Page 1 I D:?9jto W xOG 1 OEk3Cl?dBMoszBOOu-CwNa21 GAvZfZNxmB8wN Ui Dyht6bM FUaGNOGvKoyrvrL 5-5-8 5-5-8 Scale=1:19.8 2 6.0012 8 0 kn 7 1 r 3x5 II 3 5-5-8 5-5-8 Plate Offsets(X,Y)-- [1:0-0 1,0-0 3),[1:0-0-3,0-5-01,[1:0-2-4,0-0-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.07 3-6 >872 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.12 3-6 >542 180 BCLL 0.0 . Rep Stress incr YES WB 0.00 Horz(TL) 0.02 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:18 lb FT=20% � I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing 1 Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=142/Mechanical,3=73/Mechanical,1=216/0-5-8 Max Horz 1=111(LC 12) Max Uplift 2=-91(LC 12),1=-23(LC 12) Max Gray 2=142(LC 1),3=101(LC 3),1=216(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 5-4-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rev.10413J2OI5 BEFORE USE. Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an irvdivldual building component.not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracbrg indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal Kay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandrla,VA 22314. I Tampa.FL 33610 1 Job Truss Truss Type , Oty Ply T11742091 13391TOA F01 GABLE 11 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:05 2017 Page 1 ID:?9jtoWxOG1 OEk3C1?dBMoszBOOu-g6xyFNGogtnQ?SLOievjERUxjW 1 o_wHPc2?SsFyrvrK 0-1-8 0-111-8 Scale=1:46.5 3x4= 3x6 FP= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 a ki e d J� p y Y y y r+ lr 46 7•3l I� �i t1 d d d Id m �a �, a A - `q e A v 1: 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4= 3x4= 3x6 FP= 3x4= 3x4= 26-3-12 1-6-12 1 2-10-12 14-2-12 15612 16.10-12 18-2-12 19-6-12 110.10.12 1 12-2-12 13-6-12 '14-10-12 1 16-2-12 ,17-6-12 118-10-12 120.2-12 1 21-6-12 122-10-12 1 24-2-12 1 25-6-12 1 I 27-10-8 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 ' 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-9-0 1-6-12 Plate Offsets(X,Y)-- 123:0-1-8,Edgel,[25:0-1-8,Edge),(45:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.04 Horz(TL) -0.00 25 n/a n/a BCDL 5.0 1 Code FBC2014ITP12007 Matrix-S Weight:132 lb FT=20%F,11%E LUMBER- t BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:45-46,24-25. REACTIONS. All bearings 27-10-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)46,24,45,25,44,43,42,41,40,39,38,36,35,34,33, 32,31,30,29,28,27,26 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. t a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. milt Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and is for an Individual building component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall b uHding design. Bracing Indicated Is to prevent buckling of individual truss web and/rix chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possitle personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,05849 and SCSI Building Component 6904 Parke East Bled. 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 T11742092 13391TOA F02 Floor 17 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:07 2017 Page 1 I D:?9jtoW xOG 1 OEk3C l?dBMoszBOOu-cV3ig313C U28E PVmp2xBJsZCtKUISg5i4LUZw7yrvrl 0-1-8 1-8-8 1 7- 0-11_1-8 H I 1-3-0 I 1 I i Sc ie:1/4°=1' 3x611 3x6 II 3x6 FP= 3x6 FP= 1.5x3= 5x6= 3x6 II 3x6 II 3x6 II 5x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 o • a o [0 / ir W.'s\FAIIN-e,A41kIr9 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4= 3x4= 1.5x3 I 13x4= 3x4= 1.5x3 II 3x12 M18SHS FP= 3x4= 1.5x3 I 13x4= 3x4= 1.5x3 SP= 3x4= 3x4= I 13-6-8 1}t-1 28-4-0 I 13-6-8 6 14-3-0 Plate Offsets(X,Y)-- [1:0-1-8,0-0-81,[4:0-3-0,Edge1,[8:0-0-0,0-0-01,[12:0-3-0,Edgel,[15:0-1-8,0-0-81,[15:0-3-0,Edge),[24:0-1-8,Edgel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.59 24 >571 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.92 24-25 >366 240 M18SHS 244/190 BCLL 0.0 Rep Stress!nor YES WB 0.66 Horz(TL) 0.17 16 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 Matrix-S Weight:191 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. REACTIONS. (lb/size) 32=1030/0-5-8,16=1030/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-32=-1025/0,15-16=-1025/0,1-2=-1003/0,2-3=-2596/0,3-4=-383010,4-5=-4757/0, 5-7=-5283/0,7-8=-5462/0,8-9=-5462/0,9-11=-5280/0,11-12=-4758/0,12-13=-3829/0, 13-14=-2596/0,14-15=-1003/0 BOT CHORD 30-31=0/1887,29-30=0/3290,28-29=0/4377,27-28=0/4377,26-27=0/5100,25-26=0/5462, 24-25=0/5462,22-24=0/5443,21-22=0/5102,20-21=0/4377,19-20=0/4377, 18-19=0/3290,17-18=0/1887 WEBS 1-31=0/1376,2-31=-1282/0,2-30=0/1028,3-30=-1005/0,3-29=0/783,4-29=-774/0, 4-27=0/537,5-27=-498/0,5-26=-37/458,7-26=-495/101,15-17-0/1376,14-17=-1282/0, 14-18=0/1028,13-18=-1005/0,13-19=0/783,12-19=-774/0,12-21-0/539,11-21=-499/0, 11-22=0/348,9-22=-354/0,9-24=-397/518,8-24=-399/311 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 4x6 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 23=11% 5)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131°X 3°)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING-Wady design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. IllDesign valid for use only with MiTek®connectors.this design is based only upon parameters shown,and is tot an individual building component,riot 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 Mired( is always required for stability and to prevent collapse with possble personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avaliable from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type . .Qty Ply T11742093 I13391TOA F03 ,Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:08 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-4hc4uPJhzoA?sY4zNmSQs36FijgGB6gsl?E6TZyrvrH 0-1-8 H 1-3-0_ 1 I 1-9-0 Scale=1:37.9 5x6= 1.5x3= 4x6= 3x6= 3x6 FP= 4x6= 5x6= 1 2 3 4 5 6 7 8 9 10 11 427 / / _ io u 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 5x6= 4x6= 3x8 MT2OHS FP= 1.5x3 II 1.5x3 II 1.5x3 I I 3x8 MT2OHS FP= 4x6= 5x6= 1.5x3 SP= 1.5x3 SP= 22-7-8 I 22-7-8 Plate Offsets(X,Y)- 11:Edge,0-1-81,15:0-1-8,Edge),F6:0-1-8,Edge),126:Edge,0-1-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.44 18-19 >616 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.68 18-19 >393 240 MT2OHS 187/143 BCLL 0.0 Rep Stress!nor YES WB 0.75 Horz(TL) 0.12 12 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:122 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)*Except* except end verticals. 15-23:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:22-24,14-16. REACTIONS. (lb/size) 26=1224/0-5-8,12=1231/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-26=-1219/0,11-12=-1224/0,1-2=-1119/0,2-3=-2849/0,3-4=-4050/0,4-5=-4776/0, 5-6=-4988/0,6-7=-4757/0,7-9=-4053/0,9-10=-2849/0,10-11=-1118/0 BOT CHORD 24-25=0/2115,22-24=0/3558,21-22=0/4550,20-21=0/4550,19-20=0/4988,18-19=0/4988, 17-18=0/4988,16-17-0/4525,14-16=0/3557,13-14=0/2116 WEBS 1-25=0/1541,2-25=-1480/0,2-24=0/1091,3-24=-1054/0,3-22=0/732,4-22=-723/0, 4-20=0/460,5-20=-650/153,5-19=-244/266,11-13=0/1581,10-13=-1484/0, 10-14=0/1089,9-14=-1054/0,9-16=0/737,7-16=-702/0,7-17=0/498,6-17=-659/126, 6-18=-225/267 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 23=11%,joint 15=11% 5)Refer to girder(s)for truss to truss connections. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. t i 0 WARNING-Verity design parametace and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. alit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall balding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mirek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPII 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,AJexandrio,VA 22314. Tampa,FL 33610 Job Truss Truss Type • .1 Qty Ply T11742094 13391TOA F04 Floor 3 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:09 2017 Page 1 ID:?9jtoW xOG1 OEk3C1?dBMoszBO0u-YtAT51KJk5IsTie9xTzfPHfOS7AV WZM?Xfzg?OyrvrG 0-1-8 1-3-0 I I 1-9-0 i 0-0/-8 H Se=1:38.3 5x6= 5x6= 1.5x3= 4x6= 3x6= 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 • e e . _o ' II / J\ /\ / \ / \ . e 28 • W -/\-4\/E. t. 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 5x6= 4x6= 3x8 MT2OHS FP= 1.5x3 II 1.5x3 II 1.5x3 I I 3x8 MT2OHS FP= 4x6= 5x6= 4x6= 1.5x3 SP= 1.5x3 SP= 22-7-8 22-7-8 I Plate Offsets(X,Y)-- [1:Edge,0-1-8],[5:0-1-8,Edge],[6:0-1-8,Edge],[11:0-1-8,Edge],)12:Edge,0-1-8],[26:Edge,0-1-8] i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft LidPLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.44 18-19 >616 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.99 Vert(TL) -0.68 18-19 >394 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.12 12 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 Matrix-S Weight:121 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)*Except* except end verticals. 15-23:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:22-24,14-16. REACTIONS. (lb/size) 26=1224/0-5-8,12=1224/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-1219/0,11-12=-1219/0,1-2=-1119/0,2-3=-2849/0,3-4=-4050/0,4-5=-4776/0, 5-6=-4988/0,6-7=-4757/0,7-9=-4053/0,9-10=-2848/0,10-11=-1120/0 BOT CHORD 24-25=0/2115,22-24=0/3558,21-22=0/4550,20-21=0/4550,19-20=0/4988,18-19=0/4988, 17-18=0/4988,16-17=0/4525,14-16=0/3558,13-14=0/2115 WEBS 1-25=0/1541,2-25=-1480/0,2-24=0/1091,3-24=-1054/0,3-22=01732,4-22=-723/0, 4-20=0/459,5-20=-650/153,5-19=-244/266,11-13=0/1541,10-13=-1479/0, 10-14=0/1090,9-14=-1055/0,9-16=07736,7-16=-701/0,7-17=0/498,6-17=-659/126, 6-18=-225/267 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 23=11%,joint 15=11% 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. t _ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1003/2015 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type , Qty Ply T11742095 13391TOA F05 i Floor5 1 jJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:10 2017 Page 1 I D:?9jto W xOG1 OEk3Cl?dBMoszBOOu-14krJ5KxVPOj5sD LVBUuxUBiYXaIf6A8mJjDXSyrvrF 0-1-8 H I 1-3-0 l 1-11-8 — '8 ScaIe=1:21.3 1.5x3= 1.5x3= 1 2 3 4 5 6 o v e e 516 o — o o- o 13 12 11 10 9 8 3 ' 1.5x3 1 1.5x3 II 12-8-8 fI 12-8-8 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edgei,[6:0-1-8,Edge),[8:0-1-12,Edge],[13:0-1-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.09 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.11 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:69 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=679/0-5-8,7=679/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-675/0,6-7=-675/0,1-2=-577/0,2-3=-1311/0,3-4=-1535/0,4-5=-1311/0,5-6=-577/0 BOT CHORD 12-13=0/1078,11-12=0/1535,10-11=0/1535,9-10=0/1535,8-9=0/1078 WEBS 1-13=0/792,2-13=-745/0,2-12=0/363,3-12=-428/0,6-8=0/792,5-8=-745/0,5-9=0/363,4-9=-428/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1011-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MITeke connectors.this design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stabiitty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of Misses and truss systems.seeANSI/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdtabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss 'Truss Type • •I Qty I Ply I T11742096 13391TOA I F06 GABLE ��,1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:10 2017 Page 1 I D:?9jto W xOG 1 OEk3C I?dBMoszBOOu-14krJ5KxV PQj5sDLVBUuxUBBn�NXkyfBV8mJjDXSyrvrF 1——fg Scale=1:11.6 1 3x6= 21.5x3 H 31.5x3 I 41.553 I I 5 3x4 I I • :jj _4_1 10 9 8 7 6 354 I I 3x4= 1.5x3 1.5x3 I I 3x4= 1-6-122-10-12 4-2-12 I 5-4-8 { 1-6-12 1-4-0 1-4-0 1-1-12 Plate Offsets(X,Y)-- (9:0-1-8,Edge),[10:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-P Weight:32 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 5-4-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)10,6,9,8,7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. 111 Design valid for use oily with MITek0 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 NIA' design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing lel• is always regaled for stability and to prevent collapse with possble personal h*ay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l 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. Tamps,FL 33610 Job Truss Truss Type • PIy Oty 1 T11742097 13391 TOA FG01 FLOOR 1 2I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:11 2017 Page 1 ID:?9jtoWxOG1 OEk3C1?dBMoszBOOu-VGIDW RLZGjYZjooX2u?7UikwxxxsOeVl_zSn4uyrvrE 4-1-47-9-8 i I 4-1-4 I 3-8-4 Scale=1:14.7 3x4= 1 3x4= 22x4 li 3 •hi 0411100° Special s 7 4 2x4 1 3x8= 2x4 1 1 I 4-1-4 ( 7-9-8 4-1-4 3-8-4 Plate Offsets(X,Y)-- (1:0-1-12,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.02 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(TL) -0.03 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MP Weight:87 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-9-8 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=73/0-5-8,4=694/Mechanical,5=1278/0-3-8 Max Uplift 6=-63(LC 4) Max Gram 6=89(LC 3),4=718(LC 4),5=1278(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-470/0 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 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 6. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3°)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1221 lb down at 6-0-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Veil:1-3=-100,4-6=-10 Concentrated Loads(lb) Veil:7=-1221(F) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. 1 mil. Design valid for use only with MiTek)connectors.lids design is based only upon parameters shown,arid Is for cin kidivldual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly leicorporate 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 Inkxy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing or trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type s ,i Qty Ply I T11742098 1339170A FG02 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:12 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-zSsbjmMB 10gQKANkccXMOvHwXLDw6WVRDdCKcLyrvrD 3-3-2I 6-4-8 I 9-5-15 I 12-7-5 + 15-8-11 18-10-1 I 21-11-8 I 25-0-14 I 28-4-0 3-3-2 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-3-2 Scale:1/4'=1' 6x8= 2x4 II 2x4 I I 6x8= 4x6= 1 2 3 4 5 6 7 8 9 10 p,} e n n • E] - U. la i i 1 pJ =, ?,i K1 20 19 18 17 16 15 14 13 21 12 11 3x4 II 8x10= 8x10= Special 4x6= 3x4 II 3-3-2I 6-4-8 I 9-5-15 I 12-7-5 I 15-8-11 I 18.10-1 ' 21-11-8 I 25-0-14 I 28-4-0 3-3-2 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-3-2 Plate Offsets(X,Y)-- [4:0-3-8,0-3-01,[7:0-3-8,0-3-01,[9:0-2-0,0-2-01,112:0-2-0,0-2-01,[13:0-2-0,0-2-01,[14:0-5-0,0-5-01,[17:0-5-0,0-4-12),[19:0-2-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.85 15-16 >395 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -1.32 15-16 >254 240 BCLL 0.0 Rep Stress!nor NO WB 0.75 Horz(TL) 0.08 11 ria n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:308 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, BOT CHORD 2x6 SP No.1'Except* except end verticals. 14-17:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3`Except' 1-19,2-18,3-17,4-16,7-15,8-14,9-13,10-12:2x4 SP No.2 REACTIONS. (lb/size) 20=1680/0-5-8,11=2113/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-1549/0,1-2=-3999/0,2-3=-7103/0,3-4=-9157/0,4-5=-10613/0,5-6=-10613/0, 6-7=-10613/0,7-8=-10316/0,8-9=-8958/0,9-10=-5204/0,10-11=-1982/0 BOT CHORD 18-19=0/3999,17-18=0/7103,16-17=0/9343,15-16 /10613,14-15=0/10426, 13-14-0/8958,12-13=0/5204 WEBS 1-19=0/4049,2-19=-1424/0,2-18=0/3300,3-18=-1083/0,3-17=0/2194,4-17=-812/0, 4-16=0/2041,5-16=-328/0,7-15=-711/881,7-14=-438/0,8-14=0/1453,8-13=-805/0, 9-13=0/3991,9-12=-1654/0,10-12=0/5288 NOTES- 1)2-ply truss to be connected together with 10d(0.131-x3°)nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 cc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except If noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)All plates are 4x5 MT20 unless otherwise indicated. 5)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3°)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)708 lb down at 22-9-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-10=-100,11-20=-10 Concentrated Loads(Ib) Vert:21=-708(B) 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111-7473 nw.10/03/2015 BEFORE USE. tilt Design valid for use only with MiTek®connectors.This design Is based only upon porarnelers shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the appllcabllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual puss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required tot stability and to prevent collapse with possible personal him 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 1 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 'Job Truss Truss Type . .Qty Ply T11742099 13391TOA TO1 Common Supported Gable 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:13 2017 Page 1 I D:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-RfQnb6NgoKoHyKyv/AJ2bZ7pJRkmMrY_bSHxt8rlyrvrC 9-0-8 18-1-0 9-0-8 I 9-0-8 Scale=1:29.0 5x6= 7 4.00 12 6 8 5 _ T _ 9 27 4 — 10 — CI In 25 3 t i 28 2 _4.001-1 - - 12 N 3x4 24 23 22 21 20 19 18 17 16 15 14 3x4 6x6= 18-1-0 l 18-1-0 Plate Offsets(X,Y)-- [7:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (hoc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. All bearings 18-1-0. (Ib)- Max Horz 1=43(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,13,20,21,22,23,24,18,17,16,15,14 Max Gray All reactions 250 lb or less at joint(s)1,13,19,20,21,22,23,24,18,17,16,15,14 FORCES. (Ib)-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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-3-14 to 3-3-14,Exterior(2)3-3-14 to 9-0-8,Comer(3)9-0-8 to 12-0-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,13,20,21,22, 23,24,18,17,16,15,14. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER'REFERANCE PAGE MB-7473 rev.10103/2015 BEFORE USE. �j Design valid for use only with MiTek®connectors.Tis design Is based only upon parameters shown.and Is for an individual bidding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Bulidng Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute.218 N.Lee Street Suite 312,Nexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type • •Qty Ply T11742100 13391TOA T02 Common 2 1 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:14 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-vr_M8SNSZew8aTX6k1 Zg5KMMH8xUaxMkhxhRgDyrvrB 7-2-0 9-0-8 10-11-0 18-1-0 7-2-0 1-10-8 I 1-10-8 7-2-0 Scale=1:29.9 5x6= 3 4.00 12 2x4 2xa// 2 a 14 �•`, 4,' 15 13 16 5 �1 m Il : • 1 I G s 6 • S 4x5= 7x10= 4x5= 3x8 II 3x8 11 9-0-8 18-1-0 II 9-0-8 I 9-0-8 Plate Offsets(X,Y)— [1:0-3-2,Edge),ft:0.0-0,0-1-131,13:0-3-0,0-2-41,[5:Edge,0-1-13L[5:0-3-2,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.26 6-12 >829 240 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.26 6-9 >826 180 BCLL 0.0 * Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 5 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-6 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE ; be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 j Installation guide. I REACTIONS. (lb/size) 1=723/0-3-8,5=723/0-3-8 Max Horz 1=-45(LC 10) Max Uplift 1=-446(LC 12),5=446(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1377/1515,2-3=-1145/1429,3-4=-1145/1429,4-5=-1377/1515 BOT CHORD 1-6 1382/1257,5-6=-1382/1257 WEBS 3-6=-1003/791,4-6=-386/312,2-6=-3861312 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=off;Cat. II;Exp C;End.,GCpi-0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-8,Exterior(2)9-0-8 to 12-0-8 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=446,5=446. 4I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MITeke connectors.this design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the app4ccsblily of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web aid/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Qually 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 i Truss Type a Oty Ply I T11742101 13391TOA T03 Common j 1 1 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:15 2017 Page 1 I D:?9jtoW xOG 1 OEk3CI?dBMoszBOOu-N 1 XkMoO4Kx2?Cd6JHk43eYvXzYHvJOluvbQ_DfyrvrA 7-2-0 9-0-8 10-11-0 17-11-8 7-2-0 l 1-10-8 1-10-8 I 7-0-8 Scale=1:29.3 5x6= 3 4.00 12 2x4 \\ - I 2x4// 2 r 4 16 4\n/ + 17 18 15 4x5 5 4111, s 1 3x8 I I 7x10= 4x5= 3x6 I 9-0-8 17-11-8 II 9-0-8 8-11-o Plate Offsets(X,Y)-- 11:0-3-2,Edge),f1:0-0-0,0-1-13),[3:0-3-0,0-2-411,16:0-2-8,0-4-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.27 7-14 >803 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.27 7-14 >801 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:72 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-6 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer I Left:2x4 SP No.3 Installation guide. SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 6=718/0-5-8,1=718/0-3-8 Max Horz 1=45(LC 11) Max Uplift 6=-443(LC 12),1=-443(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1362/1500,2-3=-1130/1413,3-4=-1126/1409,4-6=-1343/1488 BOT CHORD 1-7=-1370/1243,6-7=-1353/1228 WEBS 2-7=-386/313,3-7=-980/768,4-7=-365/287 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-8,Exterior(2)9-0-8 to 12-0-8 zone;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 6=443,1=443. is0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03!2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only urx,n 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 arid/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/WPI1 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 1 T11742102 13391 TOA T04 Roof Special 1 1 Job Reference(optional) Budding Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:16 2017 Page 1 I D:?9jtoW xOG1 OEk3C I?dBMoszBOOu-rE56Z8Pi5FAspnhVrRbl BI RixycO2pR 18FAYI6yrvr9 7-2-0 9-0-8 10-11-0 14-4-15 17-11-8 I 7-2-0 1-10-8 1-10-8 1- 3-5-15 3-6-9 Scale=1:30.8 5x6= 3 4.0012 2x4\\ -. 2x4// 2 di 4 13 4- �4 14 7x6 II 2x4 11 5 6 12 1 ea a° d e e 8 4x6= 7 7x10= 5x6= 3x811 9-0-8 17-11-8 1 9-0-8 8-11-0 Plate Offsets(X,Y)-- (1:0-3-2,Edge],11:0-0-0,0-1-13],(3:0-3-0,0-2-4],[7:0-3-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.33 7-8 >641 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.36 7-8 >596 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.39 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-7-15 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 7=713/0-5-8,1=713/0-3-8 Max Horz 1=56(LC 8) Max Uplift 7=-442(LC 12),1=-437(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1348/1487,2-3=-1116/1404,3-4=-1111/1378,4-5=-1269/1429 BOT CHORD 1-8=-1413/1229,7-8=-1333/1199 WEBS 2-8=-380/301,3-8=-912/752,4-8=-348/191,5-7=-1246/1314 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. It;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 9-0-8,Exterior(2)9-0-8 to 12-0-8,Interior(1)14-4-15 to 17-9-12 zone;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=442,1=437. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 601-7473 rev.1203!10/5 BEFORE USE. • Design valid for use ordy with MiTek®connectors.This design is based only upon parameters shown,and Is for an in dMdual budding 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 Irxilvkival truss web and/or chord members ordy. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/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. Tana.FL 33610 'Job 'Truss Truss Type . :Qty I Ply I T11742103 13391TOA T05 Half Hip Girder II 1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:17 2017 Page 1 I D:?9jto W xOG 1 OEk3Cl?dBMoszBOOu-JQfUnUQKsZIj RxGhP96Xjz_zrM2DnMMANw5HYyrvr8 2-0-0 4-0-0 , 2-0-0 2-0-0 Special Scale=1:11.7 3 4 j 6.00 12 4x5— 4x5 2 1 I I 5 * 6 2x4 I I Special 3x6 I I 2-0-0 4-0-0 II 2-0-0 I 2-0-0 Plate Offsets(X,Y)-- [1:0-2-0,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.03 6 >999 240 MT20 244/190 TCDL 10.0 j Lumber DOL 1.25 BC 0.36 I Vert(TL) -0.05 6 >900 180 i BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) 0.04 4 n/a n/a i BCDL 10.0 II Code FBC2014/TPI2007 Matrix-MP i Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer j Installation guide. l REACTIONS. (lb/size) 1=161/0-5-8,4=58/Mechanical,5=104/Mechanical Max Horz 1=42(LC 8) Max Uplift 1=-39(LC 8),4=-42(LC 4),5=-31(LC 8) FORCES. (Ib)-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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ff;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 lb down and 117 lb up at 2-0-0 on top chord,and 23 lb down and 10 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:6=-8(F) WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03!1015 BEFORE USE. pa Design valid far use only with MITeke connectors.This design is based oily upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the upplicablity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Crtteria,DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • i Qty Ply i 711742104 13391 TOA T06 Roof Special Girder 1 2 I Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:19 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-GpnEBARaNAYRgFP4W a9?o037a9a4F13TgDOCMRyrvr6 4-0-0 7-7-8 10-10-0 13-9-4 16-0-12 16-10-8 I I 4-0-0 3-7-8 3-2-8 0-14i 2-9-12 2-3-8 0-9-12 Scale=1:29.0 7x10% 2x4 II 12 44x5= 6.00 3 � 4x10= 2x4 I 2x4 I I 4x5 i -17,.,..,,,,,. ....,.,, 15x12= 7 Spacial 9 18 '] QII N 20 14 21 113 22 23 12 24 11 25 Special 2x4 II Special 6x12 Special 2x4 I Special 4x10= Special 10 3x8 I special Special Special 5x6 4-0-0 7-7-8i 10-11-8 { 13-9-4 I 16-10-8 ' 4-0-0 3-7-8 3-4-0 2-9-12 3-1-4 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[3:0-4-8,0-2-0],[6:0-3-8,0-2-0],[10:0-2-12,0-2-8],[11:0-2-4,0-2-0],[13:0-5-12,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.14 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL)- -0.32 12-13 >635 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) 0.06 10 Na n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.13 12-13 >999 240 Weight:183 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 10-13:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Lett 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1763/0-5-8,10=4761/0-3-8 Max Horz 1=145(LC 8) Max Uplift 1=-413(LC 5),10=-927(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2759/685,3-4=-3689/867,4-5=-349/75,6-7=-6190/898,7-8=-6190/898 BOT CHORD 1-14=-664/2355,13-14=-668/2361,12-13=-1395/7479,11-12=-1442/7889, 10-11=-479/2567 WEBS 3-13=-299/1710,4-13=-169/1031,4-6=-3626/867,6-13=-4073/517,6-11=-1825/586, 7-11=-1007/0,8-11=-473/4096,8-10=-5036/936 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=413,10=927. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2257 lb down and 726 lb up at 16-0-12 on top chord,and 94 lb down and 44 lb up at 2-0-12,150 lb down and 85 lb up at 4-0-12,150 lb down and 85 lb up at 6-0-12,150 lb down and 85 lb up at 8-0-12,150 lb down and 85 lb up at 10-0-12,150 lb down and 85 lb up at 12-0-12,and 150 lb down and 85 lb up at 14-0-12,and 152 lb down and 83 lb up at 16-0-12 on bottom chord. The design/selection of such r\ connectionrdevice(s)is the responsibility of others. L R3c■C.Wtfdrl.. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NI Design valid for use only with MITeky9 connectors.This design is based only upon parameters shown,and Is for an kidMdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/TPI I Quality Criferla,DSB-89 and BCSI BuBding Component 6904 Parke East Blvd. Safety Information avdlab le from Truss Plate Institute.218 N.Lee Street.Sutte 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type . .Qty Ply T11742104 13391TOA T06 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:19 2017 Page 2 I D:?9jtoW xOG1 OEk3Cl?dBMoszB00u-GpnEBARaNAYRgFP4W a9?o037a9a4F13TgDOCMRyrvr6 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-5=-100,6-9=-334,10-15=-10 Concentrated Loads(Ib) Vert:14=-150(B)11=-150(B)8=-2124 20=-94(B)21=-150(B)22=-150(B)23=-150(B)24=-150(B)25=-152(B) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,3-5=-80,6-9=-294,10-15=-10 Concentrated Loads(Ib) Vert:14=-132(B)11=-132(B)8=-1738 20=-83(B)21=-132(B)22-132(B)23=132(B)24=-132(B)25=-133(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-20,3-5=-20,6-9=-194,10-15=-30 Concentrated Loads(Ib) Vert:14=-99(B)11=-99(B)8=-965 20=-71(B)21=-99(B)22=-99(B)23=-99(B)24=-99(B)25=-104(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=13,3-5=44,6-19=-43,9-19=-64,10-15=-6 Horz:1-3=-23,5-6=-15 Concentrated Loads(Ib) Vert:14=81(B)11=81(B)8=726 20==40(B)21=81(B)22=81(B)23=81(B)24=81(B)25=80(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=19,3-5=44,6-9=-43,10-15=-6 Horz:1-3=-29,5-6=-36 Concentrated Loads(Ib) Vert:14=81(B)11=81(B)8=726 20=40(B)21=81(B)22=81(B)23=81(B)24=81(B)25=80(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-30,3-5=-21,6-9=-211,10-15=-10 Horz:1-3=10,5-6=43 Concentrated Loads(Ib) Vert:14=85(3)11=85(6)8=-1272 20=44(B)21=85(B)22=85(B)23=85(B)24=85(B)25=83(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase =1.60 Uniform Loads(plf) Vert:1-3=-6,3-5=-21,6-9=-182,10-15=-10 Horz:1-3=-14,5-6=-6 Concentrated Loads(Ib) Vert:14=85(B)11=85(B)8=-724 20=44(B)21=95(B)22=85(B)23=85(B)24=85(B)25=83(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=31,3-5=31,6-9=-68,10-15=-6 Horz:1-3=-41,5-6=-49 Concentrated Loads(Ib) Vert:14=81(6)11=81(B)8=483 20==40(6)21=81(6)22=81(6)23=81(6)24=81(6)25=80(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=16,3-5=16,6-9=-98,10-15=-6 Horz:1-3=-26,5-6=-34 Concentrated Loads(Ib) Vert:14=81(B)11=81(B)8=194 20==40(6)21=81(6)22=81(B)23=81(B)24=81(6)25==80(6) 10)Dead+0.6 MW FRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,3-5=-21,6-9=-182,10-15=-10 Horz:1-3=1,5-6=9 Concentrated Loads(Ib) Veil:14=5(13)11=85(B)8=-724 20=44(6)21=85(6)22=85(3)23=85(6)24=85(B)25=83(6) 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase =1.60 Uniform Loads(plf) Vert:1-3=-21,3-5-21,6-9=-182,10-15=-10 Horz:1-3=1,5-6=9 Concentrated Loads(Ib) Vert:14=85(6)11=85(6)8=-724 20=44(B)21=85(B)22=85(6)23=85(B)24=85(B)25=83(B) 12)Dead:Lumber Increase-0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-20,3-5=-20,6-9=-174,10-15=-10 Concentrated Loads(Ib) Vert:14=-76(B)11=-76(B)8=579 20=-49(B)21=-76(B)22=-76(B)23=-76(B)24=-76(B)25=-77(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-87,3-5=-81,6-9=-321,10-15=-10 Horz:1-3=7,5-6=33 Concentrated Loads(Ib) Vert:14=55(B)11=55(B)8=-2257 20=28(B)21=55(B)22=55(B)23=55(B)24=55(B)25=54(B) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Continued on map 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek®connectors.This design 6 based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bulking 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 Buss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stabNey and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormatan available from Truss Plate Institute,218 N.Lee Sheet,Susie 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply T11742104 1339170A T06 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, - 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:19 2017 Page 3 I D:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-GpnEBARaNAYRgFP4W a9?oO37a9a4F13TgDOCMRyrvr6 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-70,3-5=-81,6-9=-300,10-15=-10 Horz:1-3=-10,5-6=-5 Concentrated Loads(Ib) Vert:14=55(8)11=55(B)8=-1847 20=28(B)21=55(B)22=55(B)23=55(B)24=55(B)25=54(B) 15)Dead+0.75 Roof Uve(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-5=-81,6-9=-30G,10-15=-10 Horz:1-3=1,5-6=6 Concentrated Loads(Ib) Vert:14=55(B)11=55(B)8=-1847 20=28(8)21=55(B)22=55(B)23=55(B)24=55(B)25=54(B) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-5=-81,6-9=-300,10-15=-10 Horz:1-3=1,5-6=6 Concentrated Loads(Ib) Vert:14=55(B)11=55(B)8=-1847 20=28(B)21=55(8)22=55(B)23=55(6)24=55(B)25=54(B) 17)1st Dead+Roof Uve(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-5=-100,6-9=-254,10-15=-10 Concentrated Loads(lb) Vert:14=-150(B)11=-150(B)8=-2124 20=-94(B)21=-150(B)22=-150(B)23=-150(B)24=-150(B)25=-152(B) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-20,3-5=-100,6-9=-334,10-15=-10 Concentrated Loads(Ib) Vert:14=-150(B)11=-150(B)8=-2124 20=-94(B)21=-150(B)22=-150(B)23=-150(B)24=-150(B)25=-152(B) 19)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-80,3-5=-80,6-9=-234,10-15=-10 Concentrated Loads(Ib) Vert:14=-132(B)11=-132(B)8=-1738 20=-83(B)21=-132(B)22=-132(B)23=-132(B)24=-132(B)25=-133(B) 20)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-20,3-5=-80,6-9=-294,10-15=-10 Concentrated Loads(Ib) Vert:14=-132(B)11=-132(B)8=-1738 20=-83(B)21=-132(B)22=-132(B)23=-132(B)24=-132(B)25=-133(B) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-3=13,3-5=44,6-19=-43,9-19=-64,10-15=-6 Horz:1-3=-23,5-6=-15 Concentrated Loads(Ib) Vert:14=-106(B)11=-106(B)8=726 20=-65(B)21=-106(B)22=-106(B)23=-106(B)24=-106(B)25=-107(B) 22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase =1.60 Uniform Loads(plf) Veil:1-3=19,3-5=44,6-9=-43,10-15=-6 Horz:1-3=-29,5-6=-36 Concentrated Loads(Ib) Vert:14=-106(B)11=-106(B)8=726 20=-65(B)21=-106(B)22=-106(B)23=-106(B)24=-106(B)25=-107(B) 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-30,3-5=-21,6-9=-211,10-15=-10 Horz:1-3=10,5-6=43 Concentrated Loads(lb) Vert:14=-102(B)11=-102(B)8=-1272 20=-61(8)21=102(B)22=-102(B)23=-102(B)24=-102(B)25=103(B) 24)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase =1.60 Uniform Loads(plf) Vert:1-3=-6,3-5=-21,6-9=-182,10-15=-10 Horz:1-3=-14,5-6=-6 Concentrated Loads(Ib) Vert:14=-102(B)11=-102(B)8=-724 20=-61(B)21=102(B)22=-102(B)23=-102(B)24=-102(B)25=-103(B) 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=31,3-5=31,6-9=-68,10-15=-6 Horz:1-3=-41,5-6=-49 Concentrated Loads(Ib) Vert:14=-106(B)11=-106(B)8=483 20=-65(B)21=-106(B)22=-106(B)23=-106(B)24=-106(B)25=-107(B) 26)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=16,3-5=16,6-9=-98,10-15=-6 Horz:1-3=-26,5-6=-34 Concentrated Loads(Ib) Vert:14=-106(B)11=-106(B)8=194 20=-65(B)21=-106(B)22=-106(B)23=-106(B)24=-106(B)25=-107(B) 27)Reversal:Dead+0.6 MW FRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on Daae 4 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an Individual holding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSV1P11 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. Tanga,FL 33610 Job Truss Truss Type • :Qty Ply T11742104 13391TOA T06 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:19 2017 Page 4 I D:?9jtoW xOG 1 OEk3C I?dBMoszBOOu-GpnE BARaNAYRgFP4W a9?o037a9a4F 13Tq DOCM Ryrvr6 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-21,3-5=-21,6-9=-182,10-15=-10 Horz:1-3=1,5-6=9 Concentrated Loads(Ib) Vert:14=-102(B)11=-102(B)8=-724 20=-61(B)21=102(B)22=-102(B)23=-102(B)24=-102(B)25=-103(B) 28) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-21,3-5=-21,6-9=-182,10-15=-10 Horz:1-3=1,5-6=9 Concentrated Loads(Ib) Vert:14=-102(B)11=-102(B)8=-724 20=-61(B)21=-102(B)22=-102(B)23=-102(B)24=-102(8)25=-103(B) 29) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-87,3-5=-81,6-9=-321,10-15=-10 Horz:1-3=7,5-6=33 Concentrated Loads(Ib) Vert:14=-137(B)11=-137(B)8=-2257 20=-83(B)21=-137(B)22=-137(B)23=137(B)24=-137(B)25=-139(B) 30)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-70,3-5=-81,6-9=-300,10-15=-10 Horz:1-3=-10,5-6=-5 Concentrated Loads(Ib) Vert:14=-137(B)11=-137(B)8=-1847 20=-83(B)21=-137(B)22=-137(B)23=-137(8)24=-137(B)25=-139(B) 31)Reversal:Dead+0.75 Root Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-5=-81,6-9=-300,10-15=-10 Horz:1-3=1,5-6=6 Concentrated Loads(Ib) Vert:14=-137(B)11=137(B)8=-1847 20=-83(B)21=-137(B)22=-137(B)23=-137(B)24=137(B)25=-139(8) 32)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-5=-81,6-9=-300,10-15=-10 Horz:1-3=1,5-6=6 Concentrated Loads(Ib) Vert:14=-137(B)11=-137(B)8=-1847 20=-83(B)21=-137(B)22=-137(B)23=-137(B)24=-137(B)25=-139(B) 1 � 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design 6 based only upon parameters shown,and is for an Individual building component.not a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal k*ay and property damage. For general guidance regarding the fabrlcatk>n.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/fll1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormallon avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • `Qty Ply 711742105 13391TOA T07 Roof Special 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:20 2017 Page 1 I D:?9jtoW xOG 1 OEk3CI?dBMoszBOOu-k?LdPVSD8Ugl IO_G4HgELbcljZ_f_VTd3t8lutyrvr5 5-8-4 10-10-0 10-i11-8 13-9-4 i 16-10-8 5-8-4 5-1-12 0-1-8 2-9-12 3-1-4 Scale=1:28.9 7x10% 4x5 3 18 19 4 6.0012P 16 17 Special 2x4 I' 4x10= 0 4x5 6x12= 6 7 FT 2 5 � 1 1 — o p °q cl • s a 10 9 k 7x14 MT2OHS= 2x4 I I 4x12= 4x10 I I 3x4 5-8-4 10-11-8 13-9-416-10-8 5-8-4 5-3-4 2-9-12 3-1-4 Plate Offsets(X,Y)-- [1:0-3-8,Edge),13:0-4-4,0-2-01,14:Edge,0-3-8),[5:0-5-8,0-3-01,19:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.20 10-11 >983 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.40 10-11 >499 240 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(TL) 0.07 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.13 10-11 >999 240 Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins, 5-7:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. 8-11:2x4 SP SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3`Except` be installed during truss erection,in accordance with Stabilizer 4-10,7-9:2x4 SP No.2,5-11:2x6 SP No.2 Installation guide. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1125/0-5-8,8=1333/0-3-8 Max Horz 1=225(LC 12) Max Uplift 1=-137(LC 9),8=230(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1702/297,4-5=-271/111,5-6=-3061/512,6-7=-3061/512,7-8=-1287/255 BOT CHORD 1-11=-442/1416,10-11=-720/4729,9-10=-757/4868 WEBS 3-11=-65/848,3-5=-1422/363,5-11=-3331/285,5-9=-1923/260,6-9=-435/125, 7-9=-521/3140 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.Opsf;h=25ft;B=451t;L=24tt;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-8-4,Exterior(2)5-8-4 to 8-8-4,Interior(1)10-8-4 to 16-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=137,8=230. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-4=-100,5-7=-100,8-12=-10 Concentrated Loads(Ib) Vert:20=-618 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.10/03/2015 BEFORE USE. 1111111. Design valid for use only with MiTek®connectors.Mils design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the b tiding designer must verify the applicability of design parameters and properly incorporate this design Into the overall buXding 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 hrkay and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety information avdlabte from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss ITruss Type • I �Oty Ply T11742106 13391 TOA ITN I Roof Special i 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:21 2017 Page 1 I D:?9jtoW xOG1 OEk3C I?dBMoszBOOu-CBv?crTrvno9wYZSe?BTup9VZzJujz4mIXtIQJyrvr4 7-8-4 I 10-10-0 10-1,1-8 13-9-4 16-10-8 7-8-4 3-1-12 0-1'-8 2-9-12 3-1-4 7x10% Scale=1:31.4 2x4 :I 3 4 r Q 6.00 12 I 17 00 16 'I – N2x4 4x10= y ' 6x12= 4x5 6 7 2 5 4 1 — 0 •11e 19 ' o 1 rb 1 EE 11 10 9 8 4x10 7x14 MT2OHS= 2x4 I I 4x12= 3x4 7-8-41 10-11-8 I 13-9-4 16-10-8 7-8-4 3-3-4 2-9-12 3-1-4 Plate Offsets(X,Y)-- [1:0-3-8,Edgel,[3:0-4-8,0-2-01,[5:0-5-8,0-2-121,[9:0-2-12,0-2-0] • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.16 10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 I Vert(TL) -0.33 10 >608 240 j MT2OHS 187/143 BCLL 0.0 ` Rep Stress Ina NO WB 0.88 1 Horz(TL) 0.06 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS 1 Wind(LL) 0.11 10 >999 240 Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS`Except* TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, 3-4:2x4 SP No.2,5-7:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 7-2-2 oc bracing. 1-11:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing I WEBS 2x4 SP No.3`Except` be installed during truss erection,in accordance with Stabilizer 5-11:2x6 SP No.2,7-9:2x4 SP No.2 Installation guide. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1130/0-5-8,8=1328/0-3-8 Max Horz 1=314(LC 12) Max Uplift 1=-105(LC 12),8=-226(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1623/208,5-6=-3035/583,6-7=-3035/583,7-8=-1287/282 BOT CHORD 1-11=-437/1311,10-11=-847/4858,9-10=-882/4924 WEBS 3-11=-197/1611,3-5=-1996/500,5-11=-3723/430,5-9=-2011/319,6-9=-376/130, 7-9=-594/3112 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.0psf;h=25tt;B=45ft;L=24ft;eave=4tt;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 7-8-4,Exterior(2)7-8-4 to 10-8-4,Interior(1)10-8-4 to 16-8-12 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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=105,8=226. LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-4=-100,5-7=-100,8-12=-10 Concentrated Loads(Ib) Vert:18=-618 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use ordy 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 wtth possible personal iniray and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TW I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type 4,. +Oty Ply 1 T11742107' 13391T0A T09 Roof Special 1I 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 S Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:22 2017 Page 1 I D:?9jtoW xOG 1 OEk3C I?dBMoszBOOu-gOTNgBUTg5x0Xi8fCiii00hduNfMSPJvW Bdsylyrvr3 10-11-8 5-7-8 9-8-4 , 10-10-0 ,I 13-9-4 i 16-10-8 { 5-7.8 ' 4-0-12 1-1-12 0-'1-8 2-9-12 3-1-4 Scale=1:34.7 3x6= 3x5 11 4 5 6.00 12 4x5 18 3 110411144444 o n 17 2x4 II 4x10= 4x5 i 8x12= 7 8 2 J w 12 11 10 C• 9 4x10 II 7x14 MT2OHS= 2x4 I I 4x12= 3x4 II 5-7-8 13-9-4 16-10-8 I 5-7-8 8-1-12 3-1-4 Plate Offsets(X,Y)-- I1:0-3-8,Edgel,14:0-3-0,0-2-01,f5:Edge,0-3-81,[6:0-5-8,0-4-81,[10:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.24 11-12 >850 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.47 11-12 >431 240 MT2OHS 187/143 BCLL 0.0 . Rep Stress Incr NO WB 0.94 Horz(TL) 0.07 9 rVa n/a BCDL 5.0 Code FBC2014TTPI2007 Matrix-MS Wind(LL) 0.14 11-12 >999 240 Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, 6-8:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing. 9-12:2x4 SP SS WEBS 1 Row at midpt 6-12 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 5-11,8-10:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SP No.2 1-6-0 Installation guide. REACTIONS. (lb/size) 1=1130/0-5-8,9=1328/0-3-8 Max Horz 1=404(LC 12) Max Uplift 1=-79(LC 12),9=-219(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1737/173,6-7=-3038/642,7-8=-3038/642,8-9=-1285/302 BOT CHORD 1-12=-541/1457,11-12=-875/4794,10-11.964/4904 WEBS 3-12=-64/820,6-12=-3386/340,3-6=-1527/404,6-10=-1986/342,7-10=-393/141, 8-10=-656/3115 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-8-4,Exterior(2)9-8-4 to 10-8-4,Interior(1)10-8-4 to 16-8-12 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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=Ib) 9=219. LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-100,4-5=-100,6-8=-100,9-13=-10 Concentrated Loads(Ib) Vert:19=-618 1 � 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT EK REFERANCE PAGE M9-7473 rev.10103!1015 BEFORE USE NIN Design valid for use only with Mitek®connectors.this design is based only upon parameters shown,and Is for an Individual buldirg component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Qualify Criteria,058-89 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 & ei Oty Ply T11742108 13391TOA 113 Half Hip 8 1 I ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:23 2017 Page 1 ID:?9jtoW xOGl OEk3Cl?dBMoszBOOu-8a011 XU5RP3s9sjrlPDxzEEojm_W BgE3IrMPVCyrvr2 5-7-8 10-10-0 10-111-8 13-11-0 16-10-8 5-7-8 5-2-8 0-.-8 2-11-8 2-11-8 Scale=1:36.0 3x4 4 I Ad 6.0011!2 4x5! 17 3 1� 44 16 4 11 4x10= 4x5 8x12= 6 7 - 2x MA N IN 1 ' Ufa q 11 10 9 8 4x10 H 7x14 MT2OHS= 2x4 H 4x12- 2x4 I 5-7-8 10-11-8 13-11-0 16-10-8 5-7-8 I 5-4-0 2-11-8 2-11-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge),[5:0-5-8,0-4-81[9:0-2-12,0-2-01 LOADING (psf) ( SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.24 10-11 >841 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.47 10-11 >427 240 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(TL) 0.08 8 rola n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.14 10-11 >999 240 Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, 5-7:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-6-2 oc bracing. 8-11:2x4 SP SS WEBS 1 Row at midpt 5-11 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 4-10,7-9:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SP No.2 1-6-0 Installation guide. I REACTIONS. (lb/size) 1=1130/0-5-8,8=1328/0-3-8 Max Horz 1=447(LC 12) Max Uplift 1=-65(LC 12),8=-214(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1740/147,5-6=-2940/677,6-7=-2940/677,7-8=-1290/323 BOT CHORD 1-11=-574/1461,10-11=-994/4834,9-10=-1077/4912 WEBS 3-11=-86/826,3-5=-1561/446,5-11=-3422/427,5-9=-2089/424,6-9=-400/141, 7-9=-698/3042 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 16-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 8=214. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p1f) Vert:1-4=-100,5-7=-100,8-12=-10 Concentrated Loads(lb) Vert:18=-618 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. ith 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. Pracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd- Safety information avdtable from Truss Plate Institute.218 N.Lee Street.Salle 312,Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Type ` `l Oty I Ply 711742109 13391T0A T14 Roof Special 4 1 i 1 Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:24 2017 Page 1 I D:?9jtoW xOG 10Ek3Cl?d BMoszBOOu-cma7FtVjCi Bin011 J7kAV Rn2SAN RwRwC_V6z1 eyrvrl 5-5-12 10-11-8 11-6-0 5-5-12 • 5-5-12 b-6-8 2x4 I I Scale=1:34.5 4 5 • sl 6.00 r12 4x5 i 14 3 I tea IFTN 13 ' 4x5-..--- 2 2 1 lea a 8 7 6 2x4 I i 4x5= 3x8 I I 5-5-12 10-11-81-6-0 5-5-12 5-5-12 b-6-8 Plate Offsets(X,Y)-- (1:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.08 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 I Vert(TL) -0.19 7-8 >709 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(TL) 0.01 6 rile n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:60 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=453/0-5-8,6=413/0-3-8 Max Horz 1=220(LC 12) Max Uplift 1=57(LC 12),6=162(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-579/102 BOT CHORD 1-8=-288/473,7-8=-288/473 WEBS 3-8=-5/277,3-7=-522/314 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-9-8 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. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 6=162. I ita 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M/fEK REFERANCE PAGE M0.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.this design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and property fncoporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. 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 T11742110 13391TOA T15 Common 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:25 2017 Page 1 I D:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-4y8W SDW Lz0JaOAtEtq FP2fJEpahOfvbMC9rW Z4yrvr0 6-4-4 10-11-8 15-6-12 22-6-0 I6-4-4 I 47-4 4-7-4 6-11-4 Scale=1:38.7 6x6= 4 6.00 1217 18 2x4 I I 2x4 !I 5 3 r 16 19 4x5 2 1 6 o ---- Ia 8 20 21 7 3x8 II 4x5= 7x6= 4x5= 6-4-4I 15-6-12 I 22-6-0 6-4-4 9-2-8 6-11-4 Plate Offsets(X,Y)-- [1:0-2-12,0-0-1],[4:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -022 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.51 7-8 >527 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.04 6 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Right:2x4 SP No.3 Installation guide. 1 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=900/0-5-8,6=900/0-3-8 Max Horz 1=133(LC 10) Max Uplift 1=-236(LC 12),6=-236(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1387/451,3-4=-1373/578,4-5=-1471/601,5-6=-1503/471 BOT CHORD 1-8=-287/1206,7-8=-158/842,6-7=-318/1263 WEBS 3-8=-304/252,4-8=-214/609,4-7=-250/746,5-7=-370/278 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-11-8,Exterior(2)10-11-8 to 13-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=236,6=236. o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.10/03/2015 BEFORE USE. Ng Design valid to use only with MiTek®connectors.Ids 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 tracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSR-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • J Qty Ply T11742111 1339170A T16 I Common I9 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:26 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-Z9iufZXzkKRROJSQRYnebssPj_11 ONQV Rpb35Xyrvr? 6-4-4 10-11-8 15-6-12 21-11-0 6-4-4 4-7-4 } 4-7-4 6-4-4 Scale=1:38.8 6x6= 4 6.0012 19 20 2x4 it 2x4 Il 3 5 18 21 4x5 4x5 2 67 1 a T y o 9 22 23 8 KX 3x8 II 6x6= 4x5= 3x8 II 6-4-4 15-6-12 21-11-0 6-4-4 9-2-8 6-4-4 Plate Offsets(X,Y)-- 11:0-2-12,0-0-11,14:0-3-0,0-2-41,17:0-4-13,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.22 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.54 8-9 >487 180 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 I Code FBC2014/TP12007 Matrix-MS Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing I SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=877/0-5-8,7=877/0-5-8 Max Horz 1=129(LC 11) Max Uplift 1=230(LC 12),7=-230(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=1343/438,3-4=-1316/555,4-5=-1330/565,5-7=-1345/437 BOT CHORD 1-9=-289/1170,8-9=-157/799,7-8=-288/1132 WEBS 4-8=-214/618,5-8=-303/251,4-9=-204/609,3-9=-298/246 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opst;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-11-8,Exterior(2)10-11-8 to 13-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=230,7=230. r A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A01-7473 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 verity the applicability of design parameters and properly incorporate this design Into the overall building design. Brachg Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSl/t'PI1 Qualify Criteria,DSB-E9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type • riQty Ply T11742112 11339170A T17 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:27 2017 Page 1 ID:?9jtoWxOG1 OEk3CI?dBMoszBOOu-1 LGGNYcVdZIeT0c_FIt74OZOON57glfgTKdezyrvr_ 6-4-4 10-0-0 10-11-811-11-0 15-6-12 21-11-0 6-4-4 3-7-12 i0-11.8 i0-11-8 3-7-12 i 6-4-4 Scale=1:38.1 3x6- _ 5x6= 3x6= 4 5 6 It! 6.00 112 2X4 ii 2x4 II 7 3 22 21 p r in 23 20 4x5* 4x5 8 2 9 1 driti _ i • J 1:1J t124 25 10 gx 3x8 II 6x6= 4x5= 3x8 II 6-4-4 15.6-12I 21-11-0 i 6-4-4 I 9-P-8 6-4-4 Plate Offsets(X,Y)— [1:0-2-12,0-0-11,[4:0-3-0,0-2-01,[5:0-3-0,0-3-01,[6:0-3-0,0-2-01,[9:0-4-13,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.19 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.51 10-11 >512 180 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) 0.05 9 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-5 oc bracing. WEBS 2x4 SP No.3 1 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=877/0-5-8,9=877/0-5-8 Max Horz 1=-118(LC 10) Max Uplift 1=-230(LC 12),9=-230(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1335/467,3-4=-1290/586,4-5=1111/562,5-6=-1122/571,6-7=-1301/596, 7-9=-1337/465 BOT CHORD 1-11=-342/1142,10-11=-193/798,9-10=-330/1122 WEBS 3-11=-245/254,5-11=-221/556,5-10=-231/563,7-10=-247/258 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-0-0,Exterior(2)10-0-0 to 11-11-0,Interior(1)16-1-15 to 21-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at-lb) 1=230,9=230. Q WARNING-Verily design parameters and READ NOTES ON TMS AND INCLUDED AOTEK REFERANCE PAGE MR-7473 r v.10/03/2015 BEFORE USE. mi Design valid for use only with Mllekgy connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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.seeANSUTPii QuaMy Criteria,DSI-39 and SCSI Building Component6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. i Tampa,FL 33610 Job I Truss Truss Type + .J Qty !Ply I T11742113 13391TOA T18 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:28 2017 Page 1 ID:?9jtoWxOG10Ek3Cl?dBMoszBOOu-VXge4FYEGxh9FdbpYzp6gHxglnk2sJzov74A9Pyrvgz 8-0-0 13-11-021-11-0 8-0-0 5-11-0 8-0-0 Scale=1:37.2 6x6 1\ 6x6 it 3 19 20 4 6.00 12 � 1 21 ,8 22 °? • 17 4x5 4x5 5 2 1 4.1.110 ` 6 Alm LL 6 _L o 8 7 3x8 II 6x6= 2x4 I! 3x8 II 8-0-013-11-0 I 21-11-0 8-0-0 5-11-0 8-0-0 Plate Offsets(X,Y)-- (1:0-2-12,0-0-R16:0-4-13,0-0-5] I LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.40 8-11 >665 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 i BC 0.66 Vert(TL) -0.52 8-11 >502 180 BCLL 0.0 ' I Rep Stress lncr YES WB 0.10 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS i Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 1=877/0-5-8,6=877/0-5-8 Max Horz 1=-94(LC 10) Max Uplift 1=-230(LC 12),6=-230(LC 12) Max Gray 1=879(LC 17),6=879(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1286/491,3-4=-1084/497,4-6=-1286/491 BOT CHORD 1-8=-310/1095,7-8=-308/1101,6-7=-309/1093 WEBS 3-8=0/263,4-7=0/263 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 18-1-15,Interior(,)18-1-15 to 21-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 1=230,6=230. 1 � 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. MN Design valid for use only with MiTek,9 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 bulding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Niel( Is always required for stability and to prevent collapse with possbie personal hurry and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSII-89 and SCSI BuBdng Component 6904 Parke East Bled. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Nexandria.VA 22314. Tampa,FL 33610 Job Truss I Truss Type • sl Qty Ply T11742114 13391TOA T19 Hip Girder 1 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:29 2017 Page 1 ID:?9jtoWxOG1 OEk3CI?dBMoszBOOu-zkOOlaZs1 FpOtnA?6gKLCVUzJB6Pblgx7npkhsyrvgy 3-0-0l 5-4-0 6-8-0 l 8-0-0 9-4-0 10-8-0 I 13-0-0 I 15-9-8 3-0-0 2-4-0 1-4-0 1-4-0 1-4-0 1-4-0 2-4-0 2-9-8 Scale=1:30.4 5x6= 10 39 12 8 38 Special Special r y 14Special 7x10% 5x6 6 5x6 7x10 9 6.00 12 3 pedal Spec�l _ Special . _ 7 r. 11 1')• * Special 14x5� III ilia= 1 ,� 1. ro 31 4x5 17 ip 2 1 1 18 ' 1'•11 16 IZ 117,.' 32 21 33 34 35 36 19 37 Special Special Special Special 4x10=Special Special Special Special 3x8 II 3x8 '1 3-0-08-0-0 13-0-0 15-9-8 3-0-0 5-0-0 5-0-0 I 2-9-8 l Plate Offsets(X,Y)— I1:0-3-8,Edge),f3:03-0,Edge),(4:0-0-12,Edge),(15:0-0-4,Edge1,[16:0-3-0,Edge),F18:0-5-9,0-0-51 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Weft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.04 20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.09 19-20 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.13 Horz(TL) 0.03 18 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins. 3-16:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-6 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):9 WEBS 2x4 SP No.3 ! MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=743/0-5-8,18=767/Mechanical Max Horz 1=83(LC 7) Max Uplift 1=-530(LC 8),18=-580(LC 8) Max Gray 1=761(LC 29),18=898(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-11021720,3-4=-1244/718,4-5=-845/565,5-7=-845/565,7-9=-845/565, 9-11=-845/565,11-13=-845/565,13-15=-845/565,15-16=-1251/718,16-18=-1222/725, 4-6=464/192,6-8=-439/217,8-10=-446/253,10-12=-448/253,12-14=-442/217, 14-15=-466/192 BOT CHORD 1-21=-599/990,20-21=-605/996,19-20=-597/1002,18-19=-591/997 WEBS 3-20=47/335,16-20=-73/353,9-10=-131/259 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=lb) 1=530,18=580. 9)Graphical purlin representation does not depict the size or the orientation of the purlin aiong the top and/or bottom chord. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)75 lb down and 76 lb up at 3-0-0,83 lb down and 87 lb up at 5-0-12,83 lb down and 86 lb up at 7-0-12,83 lb down and 86 lb up at 8-11-4,83 lb down and 87 lb up at 10-11-4,and 75 lb down and 76 lb up at 13-0-0,and 288 lb down and 109 lb up at 13-11-4 on top chord,and 90 lb down and 286 lb up at 2-0-12,21 ib down at 3-0-12,21 Ib down at 5-0-12,21 Ib down at 7-0-12,21 Ib down at 8-11-4,21 lb down at 10-11-4,and 21 lb down at 12-11-4,and 90 lb down and 286 lb up at 13-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 1 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2016 BEFORE USE. "ill Design valid for use only with Mick®connectors.This design Is[rued only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applk:abilty of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal'Nary and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSU1PI1 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. 1 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i I Job Truss Truss Type i Qty Ply T11742114 1339170A T19 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:30 2017 Page 2 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-RwxPVwaUoYxtVx1BgOrali083bSeKCw5MQZHDlyrvgx LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,3-4=-60,15-16=-60,16-18=-60,22-26=-20,4-10=-60,10-15=-60 Concentrated Loads(lb) Vert:21=-14(B)3=-18(B)16=-18(B)19=-14(B)6=-18(B)14=-18(B)31=-28(B)32=-14(B)33=-14(B)34=-14(B)35=-14(B)36=-14(B)37=-14(B)38=-18(B)39=-18(B) 1 1 A WARNING_Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. lilt Design valid for use only with MITek®connectors.Ibis design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicct illy of design parameters and properly Incorporate the design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSIFIPI1 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 • E Qty Ply T11742115 13391 TOA T20 Roof Special 1 1 I _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:30 2017 Page 1 ID:?9jtoW xOG1 OEk3C1?dBMoszB00u-RwxPVwatJoYxtVx1BgOrali02HbQUKAJSMQZHDIyrvgx 8-0-0 12-0-0 15-9-8 8-0-0 I 4-0-0 l 3-9-8 5x6= Scale=1:29.2 3 de 14 6.00 12 13 = 2x4 II 4 6x6 5 12 ars t:—IIMAIIIIIVI : 2 N 1 oc Prigg100411. IMIIIIIIIIIIIIIIIIIIIMIIIUMII .M11M11111111MllinllMwiml II .1., IC — 7 6 3x8 11 2x4 11 4x5=- 8-0-0 8-0-0 15-9-8 8-0-0 I 7-9-8 Plate Offsets(X,Y)– f1:0-3-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.13 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 j BC 0.60 Vert(TL) -0.24 7-10 >774 180 BCLL 0.0 * Rep Stress lncr YES W B 0.30 Horz(TL) 0.06 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=626/0-5-8,6=626/Mechanical Max Horz 1=83(LC 12) Max Uplift 1=-156(LC 12),6=172(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-792/294,3-4=-713/289 BOT CHORD 1-7=-237/630,6-7=-237/630 WEBS 3-7=0/349,4-6=-751/308 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-Oto 8-0-0,Exterior(2)8-0-0 to 11-0-0,Interior(1)12-0-0 to 15-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=156,6=172. 1 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED r1/1TEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use-the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k Is always required for stability and to prevent collapse with possible personal tr*sy and property damage. For general guidance regarding the i fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,D5B-89 and SCSI Building Component 6904 Parke East Btvd. Safely Information avcilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type E sl Oty Ply I T11742116 1339170A T21 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:32 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-NJ39wcbkJABbkEvanou2g76LDP3?o0AOgk2OlAyrvgv 6-0-0 11-11-0 13-11-0 17-9-4 21-11-0 6-0-0 5-11-0 2-0-0 ' 3-10-4 4-1-12 Scale=1:37.6 • 5x6= 5 6x6 11 6x6= 3 6.00 FIT 1111 4x5 20 6 4x5/ 4x5. 7 6 2 oi 1 ow 8 6 nn nn 21 2211 10 9 5x6 I NAILED NAILED 8x10= 4x10= 2x4 II 3x8 II Special 6-0-0I 13-11-0 17-9-4 21-11-0 6-0-0 7-11-0 3-10-4 4-1-12 Plate Offsets(X,Y)— 18:0-4-1,0-2-51,111:0-5-0,0-4-81 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.10 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.23 10-11 >999 180 BCDL 10.0 * Rep Stress Incr Code FBC2014/TPI200O Matrix-MS WB 0.53 Horz(TL) 0.05 8 Na Na Weight:126 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 I be installed during truss erection,in accordance with Stabilizer j Installation guide. REACTIONS. (lb/size) 1=1741/0-5-8,8=1174/0-5-8 Max Horz 1=94(LC 24) Max Uplift 1=-629(LC 8),8=-373(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2806/1062,3-4=-2520/1013,4-5=-1797/667,5-6=-1819/650,6-8=-1883/637 BOT CHORD 1-11=-863/2441,10-11=-745/2274,9-10=-510/1636,8-9=-510/1636 WEBS 3-11=-311/927,4-11=451/481,4-10=-1368/588,5-10=497/1403 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 1=629,8=373. 7)'NAILED"indicates 3-10d(0.148'x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)898 lb down and 456 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,4-5=-60,5-8=-60,12-16=-20 Concentrated Loads(lb) Vert:11=-898(F)21=-105(F)22=-159(F) 1 1 IMNIIII Q WARNING-Welty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1/-7473 rev.10/03/2016 BEFORE USE. la Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wilt)possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PII Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • 4Oty Ply 111742117 13391TOA T22 Half Hip Girder 12 1 l Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:33 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-rVdX8ycM4TJSMOUmLW PHNLed1 oVIXavX2Onxgdyrvqu 2-0-0 3-0-0 2-0-0 I 1-0-0 Special , Scale=1:11.8 2 3 6.00 12 4x5' H , pA I7g 11 Il to • lill � IAA 52x4 II 4 =, Special 6 3x6 II 1-6-0 2-0-0I 3-0-0 1-6-0 0-6-0 1-0-0 Plate Offsets(X,Y)— 12:0-2-8,0-2-41,15:0-2-8,0-1-01,16:0-3-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.03 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) 0.03 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(TL) -0.62 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=88/Mechanical,6=116/0-5-8,4=34/Mechanical Max Horz 6=39(LC 8) Max Uplift 3=-72(LC 6),6=-18(LC 8),4=270(LC 8) Max Gray 3=250(LC 25),6=116(LC 1),4=99(LC 23) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-95/400 NOTES- 1)Unbalanced roof live toads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCOL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,6 except(jt=lb) 4=270. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)33 lb down and 64 lb up at 2-0-0 on top chord,and 15 lb down at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:2=-6(B)5=-9(B) 4 a Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. Mit Design valid for use only with Mllek©connectors.ibis design Is based only upon parameters shown,and is for cn Individual building component,not a truss system.Before use,the building designer must verify the applicabilty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/,PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss �Truss Type • --1—Qty Ply T11742118 13391TOA T23 Jack-Open Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:34 2017 Page 1 I D:?9jtoW xOG 1 OEk3C I?d BMoszBOOu-KhBV Lld?rnRJzY3yvDwW VYBtDCkcGyvhH2XU N3yrvgt 3-0-0 6-0-0 3-0-0 3-0-0 Scale=1:23.0 2x4 I I 4 10 6.00 12 • 3x4 3 0 3x4 2 1 Orr- 6 '2 5 Special 3x5 II Special 4x5= 3x8 I 3-0-0 6-0-0 3-0-0 3-0-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge),13:0-1-12,0-1-8),[5:0-2-8,0-2-81,[6:0-3-0,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.03 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.06 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.39 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=904/0-5-8,5=918/Mechanical Max Horz 1=120(LC 8) Max Uplift 1=-460(LC 8),5=-436(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1125/535 BOT CHORD 1-6=-554/980,5-6=-554/980 WEBS 3-6=-506/1029,3-5=-1194/674 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except)jt=lb) 1=460,5=436. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)816 lb down and 600 lb up at 2-0-12,and 606 lb down and 192 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:11=-747(F)12=-606(F) / t WARNING-Verity design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITekcrT 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 vestry 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.seeANSt/lPt 1 Quality Criteria,DSB-69 and 8C51 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tanga,FL 33610 i Job Truss Truss Type a J Qty Ply 111742119 13391TOA T24 Half Hip 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:35 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-oul IYeedc5ZAbie9SxRmSmk?Pc7M?UAq W iG2vVyrvgs I 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:18.5 4x5= 3 4 6.00 12 Ip , iI 11 4x5 i 1 2 1 Iii 1161 1 ZMIIIIIIriw g 5 IIPP', 2x4 I 3x6 11 4-0-0 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- 11:0-2-0,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.16 6-9 >434 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.25 6-9 >289 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.16 4 n/a rl/a BCDL 10.0 Code FBC2014/TPI2007 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. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 1=238/0-5-8,4=58/Mechanical,5=179/Mechanical Max Horz 1=83(LC 12) Max Uplift 1=-42(LC 12),4=-42(LC 8),5=-53(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-383/267 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5. f pa Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03t2015 BEFORE USE. Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of IrsdMkivat 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,ereciton and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss ITruss Type ' 4 Oty IPly i i TI1742120 1339170A I T25 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:35 2017 Page 1 I D:?9jto W xOG 1 O Ek3C I?dBMoszBOOu-oul IYeedc5ZAbie9SxRmSmk0vc4q?VVq W iG2VVyrvgs 2-0-0 6-0-0 2-0-0 i 4-0-0 Scale=1:13.6 Special 4x5= Special 6.00 12 3 11 4 4x5 2 a 0 --- 12 5 62x4 II Special Special 3x6 Il 2-0-0I 6-0-0 I 2-0-0 4-0-0 Plate Offsets(X,V)-- [1:0-2-0,0-0-5) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.14 5-6 >522 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.28 5-6 >258 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(TL) 0.18 4 n/a n/a i BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP I Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=244/0-5-8,4=118/Mechanical,5=125/Mechanical Max Horz 1=42(LC 8) Max Uplift 1=-72(LC 8),4=-87(LC 4),5=-23(LC 5) Max Gray 1=244(LC 1),4=118(LC 1),5=140(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-441/184 WEBS 3-6=-260/148 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=4tt;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 lb down and 117 lb up at 2-0-0,and 73 lb down and 50 lb up at 4-2-14 on top chord,and 23 lb down and 10 lb up at 2-2-2,and 11 lb down and 10 lb up at 4-2-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:6=-8(B)12=-3(B) 1 I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10153/2015 BEFORE USE. N. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and Is for an Individual wading component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For genera!guidance regarding the 6904 Parke EBlvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DS8East-89 and BCSI Building Component Tampa.FEasi Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. rrp Job I Truss I Truss Type • fl Oty Ply I I T11742121 13391 TOA I T26 Roof Special Supported Gable 1 1 I !Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.120 S Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:36 2017 Page 1 I D:?9jto W xOG 1 OE k3C I?d BMoszBO0u-G4Jgm_f FN OhODsD LOey??zGEoOcVkx6zkM0bRyyrvgr I 7-10-0 I 7-10-0 Scale=1:19.4 6 5 4.00 i2 Li a 14 3 — "i 13 m 2 12 1 4x6 io 11 10 9 8 7 3x4= 355= 3x6 II I Plate Offsets(X,Y)-- [1:0-1-10,0-6-101[1:0-0-0,0-1-5),[7:0-2-4,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 j Vert(TL) n/a - n/a 999 I BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 7 r1/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 7-12:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. All bearings 8-3-8. (Ib)- Max Horz 1=116(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7,8,9,10,11 Max Gray All reactions 250 lb or less at joint(s)7,8,9,10,11,1 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-11=-151/301 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=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 7-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8,9,10,11. la A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7073 rev.10N312015 BEFORE USE. Design valid for use only with MllekS connectors.this design Is based only upon parameters shown,and Is for an individual bulding component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall budding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Male Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type • •i Qty I Ply T11742122 13391TOA T27 I Roof Special 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:37 2017 Page 1 I D:?9jtoWxOG 1 OEk3Cl?dBMoszBOOu-kGt2zKft8igtgonXaMTEXBpDJQnOTP17zo19zOyrvqq I 7-10-0 I 7-10-0 Scale=1:19.6 2x4 I I 2 4.00 12Ilil I eT g �a' 4 �n 4x6 1 1 Mall MIN I= 1.1.1=911111111111111111=11111111.1.111.11mandlil 0 ' 3 'i 4x6 0 4x5= 3x5= 1 8-3-8 I 8-3-8 Plate Offsets(X,Y)-- f1:0-1-10,0-6-2),F1:0-0-0,0-1-13],[3:0-2-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.21 3-7 >451 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.52 3-7 >184 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 1 n/a n/a I BCDL 10.0 Code FBC2014/TP12007 Matrix-MP 1 Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=303/0-3-8,1=316/0-3-8 Max Horz 1=105(LC 12) Max Uplift 3=-97(LC 12),1=-62(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-8-4 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 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,1. 1 � A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. pal• Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for m Individual building component,not a truss system.Before use,the building designer must veiny the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal I iury and property damage. For general guidalce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Teas Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tanya,FL 33610 Job Truss Truss Type * /Qty Ply T11742123 13391TOA T28 Roof Special i2 1 , I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:38 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-CTQQBtgVvOykS9Mk83_T4OMXBp9_ConGCgVi W gyrvgp 4-4-9 8-11-8 9-5-8 4-4-9 4-6-15 1 0-6-0 Scale=1:21.4 2x4 II 3 4 4.00 12 • 3x4 2 N tO11 a 1 1 r I -L- I - 4)(b— )% i ld ♦ 7 6 3x612x4 I I 5 3x4= 4-4-9 8-11-8 ,9-5-8 I II 4-4-9 4-6-15 '0-6-0 Plate Offsets(X,Y)-- [1:0-1-10,0-6-101,[1:0-0-0,0-1-5),[6:0-2-8,0-2-81 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.14 6-7 >781 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.13 6-7 >840 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 5 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 5=337/0-5-8,1=368/0-3-8 Max Horz 1=120(LC 12) Max Uplift 5=-220(LC 12),1=-204(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-646/754 BOT CHORD 1-7=-843/587,6-7=-843/587 WEBS 2-6=-634/911,2-7=-386/245 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=451t;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-10-0 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=220,1=204. 1 Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7073 rev.10/03/2015 BEFORE USE. 12. Design valid for use only with MITeke connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MeV 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/TW t 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 a Oty I Ply i T11742124 13391 TOA T29 Roof Special Supported Gable 1 1 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:39 2017 Page 1 I D:?9jto W xOG1 OEk3Cl?dBMoszBOOu-gf_oO?h7gJ4b4Jxwhn W iccukdDePxlAORKEF2Gyrvgo I 8-11-8 8-11-8 Scale=1:18.4 7 8 I 6 4.00 112 I 5 17 — 4 — r 3 16 — 2 n 6 16 15 14 13 12 11 10 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 0.07 Vert(LL) 0.00 7 Nr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 7 n/r 120 BCLL 0.0 ` Rep Stress lncr YES WB 0.07 Horz(TL) 0.00 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-5-8. (Ib)- Max Horz 1=119(LC 12) Max Uplift All uplift 100 lb or less at joint(s)10,11,12,13,14,15 Max Gray All reactions 250 lb or less at joint(s)10,1,9,11,12,13,14,15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 8-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,11,12,13,14, 15. t � A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.101032015 BEFORE USE. IIII Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ;� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/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 • )A City Ply T11742125 13391TOA T31 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:40 2017 Page 1 ID:?9jtoWxOG1OEl CI?dBMoszBOOu-8rYBcLiIRdCShTW6FU1x9pRpgdtRgkNZf_pajyrvgn 6-4-4I 11-3-0 I 12-6-8 I 6-4-4 4-10-12 1-3-8 Scale=1:24.3 5x6= 2 6.00 12 ,.' 12 13 11 ,1 Spedal 2x4 Special 3 6x6 10 4 111.111S1r4 1 sagM NM Y q ' ■ 1 kms, 14 15 166 17 18 19 5 Special Special Special Special Special Special 4x5= 3x8 11 2x4 I I 6-4-41 11-3-0 I 12-6-8 6-4-4 4-10-12 1-3-8 Plate Offsets(X,Y)— f1:0-0-1,0-0-31,[1:0-0-3,0-5-01,11:0-3-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. I DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.07 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.15 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.02 1 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 5=592/Mechanical,1=587/0-5-8 Max Horz 1=67(LC 11) Max Uplift 5=-206(LC 12),1=199(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-730/351,2-3=-715/335 BOT CHORD 1-6=-247/587,5-6=-247/587 WEBS 2-6=-46/301,3-5=-730/374 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-4-4,Exterior(2)6-44 to 9-4-4,Interior(1)11-3-0 to 12-4-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=206,1=199. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)15 lb down and 43 lb up at 1-8-4,and 15 lb down and 41 lb up at 11-3-0 on top chord,and 64 lb down and 54 lb up at 1-8-4,19 lb down and 17 lb up at 3-8-4, 19 lb down and 17 lb up at 5-8-4,19 lb down and 17 lb up at 7-0-4,and 19 lb down and 17 lb up at 9-0-4,and 64 lb down and 54 lb up at 11-0-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,5-7=-20 Continued on Daae 2 0 WARNING-Verify design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE 515.7473 rev.10/03!2015 BEFORE USE. i Nit Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,arta Is for an kndlvidual 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 hum web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/1PI1 Cuatty Crt.da,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Inlonnallon avallabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • 1 Qty Ply T11742125 13391TOA T31 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:40 2017 Page 2 ID:?9jtoWxOG1OEk3Cl?dBMoszBOOu-8rYBcLiIRdCShTW6FU1x9pRpgdtRgkNZf pajyrvgn LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:14=-64(B)15=-15(B)16=-15(B)17=-15(B)18=-15(B)19=-64(B) • a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.ibis design Is teased only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the balding designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi ei k ts always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute.218 N.Lee Street,Sate 312.Alexandria VA 22314. Tampa,FL 33610 Job I Truss Truss Type * i Oty Ply ! 1 T11742126 13391TOA T32 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:41 2017 Page 1 I D:?9jto W xOG t OEk3Cl?dBMoszBOOu-c 16ZphiOCxKJJd5IpBYAi 1_?G 1 E DPBriuejM69yrvgm I 6-4-4 9-3-0 12-6-8 6-4-4 2-10-12 3-3-8 5x6= Scale=1:23.0 2 ill Alb 6.0012 3 6.6 = 2x4 II 11 —� 10 A I i0 r II MP N 1 III L 6 5 3x8 I I 2x4 I. 4x5= 6-4-4 12-6-8 6-4-4 6-2-4 Plate Offsets(X,Y)-- (1:0-0-1,0-0-3],ft:0-0-3,0-5-01,f1:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.11 6-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=496/Mechanical,1=496/0-5-8 Max Horz 1=72(LC 12) Max Uplift 5=-i37(LC 12),1=-123(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-647/269,2-3=-572/265 BOT CHORD 1-6=-229/513,5-6=-229/513 WEBS 2-6=0/279,3-5=-597/283 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-4-4,Exterior(2)6-4-4 to 9-3-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=137,1=123. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/201S BEFORE USE. mi Design valid for use only with MITek®connectors.This design Is bused only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/1P11 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 %J Qty Ply T11742127 13391TOA T33 Half Hip Girder 1 1 ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:42 2017 Page 1 I D:?9jtoW xOG1 OEk3Cl?d BMoszBOOu-5Egx01 jOzESAxngVNv3PE E W CuR Uw8fNs71Twfbyrvgl 2-0-0 5-5-8 2-0-0 3-5-8 Scale=1:12.3 Special 4x5= Special 2 9 3 6.00 fiT 1 • ♦� 10 4 5 2x4 i! Special Special 3x5 !I 2-0-0 5-5-8 2-0-0 3-5-8 Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,[1:0-0 3,0-5-0),(1:0-2-0,0-0-7) I ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.11 4-5 >599 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 ! BC 0.75 j Vert(TL) -0.21 4-5 >315 180 BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(TL) 0.12 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP I Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=102/Mechanical,4=129/Mechanical,1=229/0-5-8 Max Horz 1=42(LC 8) Max Uplift 3=-74(LC 4),4=-35(LC 5),1=-72(LC 8) Max Gray 3=102(LC 1),4=132(LC 3),1=229(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)91 lb down and 100 lb up at 2-0-0,and 73 Ib down and 43 lb up at 4-2-14 on top chord,and 24 lb down and 29 lb up at 2-2-2,and 14 lb down and 15 lb up at 4-2-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:5=-19(B)10=-10(B) 0 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.Ills design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse wtth possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Insfltule.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type ;Qty Ply I T11742128 13391T0A T34 Half Hip 1 1 1 , _ 1 Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:43 2017 Page 1 I D:?9jto W xOG 10Ek3C I?dBMoszBOOu-ZQEJE N kekYa 1 ZxFhwcaenS3NCquQt6H?LyCTB2yrvgk I 4-0-0 5-5-8 4-0-0 1-5-8 Scale=1:18.0 4x5= 2 3 ] 1 s.00 I 1 z A 9 1 1 )-(7\ 4 4 5 ,/ 2x4 3x5 11 4-0-0 5-5-8 4-0-0 1-5-8 Plate Offsets(X,Y)-- (1:0-0-1,0-0-31,(1:0-0-3,0-5-0],(1:0-2-8,0-0-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.10 5-8 >634 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.16 5-8 >414 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.08 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=42/Mechanical,4=174/Mechanical,1=216/0-5-8 Max Horz 1=83(LC 12) Max Uplift 3=-30(LC 8),4=-55(LC 12),1=-37(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-4-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. ta• Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is los an Irvllvldual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DS8-89 and BCSI Buld ng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Tulle 312,Alexandrta.VA 22314. Tampa.FL 33610 Job Truss Truss Type • 11 Qty Ply T11742129 13391 TOA T36 Jack-Closed Girder 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:44 2017 Page 1 I D:?9jto W xOGl OEk3C I?dBMoszB00u-1 cohRj IGVsiuA4gtUK5tJfcUtEAFcZU9acy0jUyrvgj 5-5-8 5-5-8 2x4 II Scale=1:21.7 2 3 I _ 6.00112 a=11ME=RIIR:. 9 10 5 Special Special 4 5x6= 2x4 1' 5-5-8 5-5-8 I Plate Offsets(X,Y)-- 11:0-0-0,0-1-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loe) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.08 5-8 >770 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.17 5-8 >365 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 1 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, BOT CHORD 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=764/0-5-8,5=709/Mechanical Max Horz 1=111(LC 8) Max Uplift 1=-221(LC 8),5=-255(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=221,5=255. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)572 lb down and 226 lb up at 1-6-4,and 476 lb down and 157 lb up at 3-6-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,2-3=-20,4-6=-20 Concentrated Loads(Ib) Vert:9=-572(F)10=-476(F) 1 N 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mr-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.TNs design is based only upon parameters shown,and Is for an IndMdual building component,not a truss system.Before use,the bullring designer must verity the apolicablity 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 regrired 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/1'P11 Quality Cr feria,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Mexandrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type • i Qty Ply j T11742130 13391TOA T37 Hip Girder j 1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:45 2017 Page 1 I D:?9jto W xOG 1 OEk3C I?dBMoszBOOu-VpM4f3luG9gloE P421 c6st8ZReVc LrBlpGhaFwyrvgi 5-5-8 11-5-8 17-5-822-11-0 5-5-8 6-0-0 6-0-0 5-5-8 Scale=1:38.5 7x10: Special 2x4 I I 7x10 Special Special 6.00 12 2 15 3 16 17 18 19 4 4 1 5 7 pip- ® T' o Io Era 8 7 20 21 22 23 6 24 25 MT 6x6__ 2x4 I I 7x10=Special Special Special 2x4 I I Special Special 6x6 Special 5-5-8 11-5-8 17-5-8 22-11-0 5-5-8 6-0-0 6-0-0 5-5-8 Plate Offsets(X,Y)-- (1:0-5-0,0-0-31,[1:0-0-3,0-0-11,[2:0-4-4,0-2-01,[4:0-4-4,0-2-01,(5:0-0-3,0-0-11,[5:0-5-0,0-0-31 I LOADING (psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.23 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 j Vert(TL) -0.57 6-7 >481 180 BCLL 0.0 ' 1 Rep Stress!nor NO WB 0.74 Horz(TL) 0.09 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:103 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied. 2-4:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 7-0-14 oc bracing. BOT CHORD 2x4 SP SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1401/0-5-8,5=1792/0-5-8 Max Horz 1=65(LC 24) Max Uplift 1=-418(LC 8),5=-565(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2442/751,2-3=-3766/1275,3-4=-3766/1275,4-5=-3137/992 BOT CHORD 1-8=-598/2108,7-8=-593/2107,6-7=-813/2752,5-6=-812/2730 WEBS 2-7=-676/1941,3-7=-539/349,4-7=-451/1215,4-6=-14/508 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.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=418,5=565. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)124 lb down and 112 lb up at 13-10-4,and 124 lb down and 112 lb up at 14-10-4,and 118 lb down and 114 lb up at 16-10-4 on top chord,and 689 lb down and 275 lb up at 12-7-4,61 lb down at 13-10-4,61 lb down at 14-10-4,61 lb down at 16-10-4,and 154 lb down and 75 lb up at 18-10-4,and 109 lb down and 55 lb up at 20-10-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,4-5=-60,9-12=-20 Concentrated Loads(Ib) Vert:17=-82(B)18=-82(B)19=-82(B)20=-689(B)21=-53(B)22=-53(B)23=-53(B)24=-154(B)25=-109(B) I is A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and Is for an Individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/1111 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlabile from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss !Truss Type • S Qty Ply l T11742131 13391TOA IT38 !Hip I1 1 I !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:46 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-z?vSsOm W 0TycQOzGcl8LO4ho42uQ4RYS2wR7oMyrvgh 7-5-8 11-5-8 15-5-8 22-11-0 7-5-8 4-0-0 4-0-0 7-5-8 Scale=1:38.4 6x6 1\ 4x5- 6x6 11 2 15 3 16 4 6.00 ,2 n 14,\ 1111114441..._ 17 ,4 i I 0. 171 5 7 6 3x8 6x6= 455= 3x8 I I 7-5-8 15-5-8 22-11-0 7-5-8 8-0-0 7-5-8 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,11:0-0-3,0-5-01,[1:0-3-8,Edge1,[5:0-0-1,0-0-31,[5:0-0-3,0-5-01,[5:0-3-8,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.09 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 I Vert(TL) -0.19 7-10 >999 180 j BCLL 0.0 * Rep Stress lncr YES WB 0.16 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=917/0-5-8,5=917/0-5-8 Max Horz 1=88(LC 11) Max Uplift 1=-241(LC 12),5=241(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1430/529,2-3=-1210/550,3-4=-1202/546,4-5=-1432/525 BOT CHORD 1-7=-371/1190,6-7=-413/1304,5-6=-358/1192 WEBS 2-7=-16/338,4-6=-16/341,3-6=-257/106 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-5-8,Exterior(2)7-5-8 to 19-8-7,Interior(1)19-8-7 to 22-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=241,5=241. is 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. f Design valid for use only with Mitek®connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble 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 BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandrla.VA 22314. Tampa,FL 33610 Job 'Truss I Truss Type • a Qty Ply T11742132 13391TOA T39 1 Hip 1 1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:47 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBO0u-RBTg4kn8nn4T1 YYS9Sfaxl EODSCDpugbGaAgKpyrvgg 7-0-0 9-5-8 13-5-8 15-11-0 22-11-0 7-0-0 I 2-5-8 4-0-0 2-5-8 7-0-0 Scale=1:38.4 6x6 1i 6x6 II 3 17 18 4 6.00 FIT 2x4 \\ • 2x4 4/ 2 5 16 19 a 15 20 m 1 6 y n a • s ;61 of 8 7 3x8 II 6x6= 4x5= 3x8 II 9-5-8 13-5-8 22-11-0 I 9-5-8 4-0-0 I 9-5-8 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-3-8,Edge1,[6:0-0-1,0-0-3],(6:0-0-3,0-5-0],[6:0-3-8,Edge] I LOADING (psf) SPACING- 2-0-0 CSI. ()EFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.18 7-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.46 7-14 >595 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) 0.04 6 ria n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MS Weight:101 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. I REACTIONS. (lb/size) 1=917/0-5-8,6=917/0-5-8 Max Horz 1=-111(LC 10) Max Uplift 1=-241(LC 12),6=241(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1432/552,2-3=-1223/534,3-4=-1037/486,4-5=-1212/529,5-6=-1430/554 BOT CHORD 1-8=-413/1241,7-8=-267/1056,6-7=-403/1208 WEBS 2-8=-360/260,3-8=-138/440,4-7=-133/440,5-7=-366/259 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lOtmph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-5-8,Exterior(2)9-5-8 to 13-5-8,Interior(1)17-8-7 to 22-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=241,6=241. A WARNING-Warily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. Is Design valid for use only with MITek®connectors.lids 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 wtth possible personal Inlay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/lPll 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 4. 4 Qty Ply � T11742133' 13391 TOA T40 Hip Girder I 1 n G Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:49 2017 Page 1 I D:?9jtoW xOG 1 OEk3C I?dBMoszBOOu-NabaUOpPJOKAHsirHth2OjJ LFFsTHetukufnOhyrvge 11-11-8 6-0-12 I 7-7-12 I 10-11-8 11-5-8 15-3-4 , 16-10-4 I 22-11-0 6-0-12 1-7-0 3-3-12 9-6-0 I 3-3-12 1-7-0 6-0-12 0-6-0 Scale=1:43.3 6x6 I I 3 6.00 12 4x5 4x5 2 4 Ires lkap 5 a 1 I; `a of Ic n o 8 15 16 7 17 18 19 6 20 21 PMi 7x10 = Special Special Special Special Special 3x8 I 10x14 MT2OHS= 3x8 7x10= Special Special Special Special I 6-0-12 7-7-12 I 11-5-8 15-3-4 16-10-4 I 22-11-0 6-0-12 1-7-0 3-9-12 3-9-12 1-7-0 6-0-12 Plate Offsets(X,Y)-- [1:0-0-0,0-1-21,12:0-2-4,0-2-01,[4:0-2-4,0-2-01,[5:0-0-0,0-1-21,16:0-4-12,0-1-81,[8:0-4-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.19 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.82 Vert(TL) -0.43 7-8 >637 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.82 Horz(TL) 0.11 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:295 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3`Except` 3-7:2x4 SP No.2 REACTIONS. (lb/size) 1=6021/0-5-8,5=7830/0-5-8 Max Horz 1=132(LC 24) Max Uplift 1=-1764(LC 8),5=-2211(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-12384/3658,2-3=-9034/2697,3-4=-9059/2705,4-5=-12808/3664 BOT CHORD 1-8=-3174/10940,7-8=-3174/10940,6-7=-3207/11435,5-6=-3207/11435 WEBS 2-8=-905/3193,2-7=-3261/1062,3-7=-2121/7285,4-7=-3834/1101,4-6=-848/3412 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-5-0 oc,Except member 7-2 2x4-1 row at 0-9-0 oc,member 3-7 2x4-1 row at 0-9-0 oc, member 7-4 2x4-1 row at 0-9-0 oc,member 4-6 2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=1764,5=2211. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2474 lb down and 761 lb up at 6-0-12,1189 lb down and 383 lb up at 8-0-12,1189 lb down and 384 lb up at 10-0-12,1189 lb down and 361 lb up at 12-0-12, 1195 lb down and 339 lb up at 14-0-12,1195 lb down and 339 lb up at 16-0-12,1195 lb down and 339 lb up at 18-0-12,and 1195 lb down and 339 lb up at 19-10-4,and 1195 lb down and 339 lb up at 21-10-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Continued on Daae 2 1 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/032016 BEFORE USE. Nit Design valid for use only with MlTekm 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 pcxarneters 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 wtth possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and tracing of trusses and truss systems-seeANSl/lPli 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 a Qty Ply T11742133 13391TOA T40 Hip Girder 1 • 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:49 2017 Page 2 I D:?9jtoWxOG 1 OEk3CI?dBMoszBOOu-NabaUQpPJOKAHsirHth20jJLFFSTHetukufnOhyrvge LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,9-12=-20 Concentrated Loads(Ib) Vert:8=-2474(F)15=-1189(F)16=-1189(F)17=-1189(F)18=-1195(F)19=-1195(F)20=-1195(F)21=-1195(F)22=-1195(F) 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabllty of design parameters and properly Irv,,,rix late this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Cdteda,DS11-69 and BCSI Building Component 6904 Parka 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 • 4'Qty Ply 7117421341 13391TOA T41 Half Hip Girder 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:50 2017 Page 1 I D:?9jto W xOG1 OEk3C l?dBMoszBOOu-sm9zimp 14iS 1 u?H 1 raC HZwra7f BZOH H 1 yYPLx8yrvgd 2-0-0I 6-0-0 2-0-0 4-0-0 Scale=1:12.7 Special 4x5= NAILED 2 9 3 6.00 1 12 ------ I ♦ 4 5 2x4 11 NAILED Special 3x5 1 2-0-0 6-0-0 1 2-0-0 I 4-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],(1:0-0-3,0-5-0],(1:0-2-0,0-0-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.15 4-5 >466 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.30 4-5 >241 180 BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(TL) 0.17 3 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=118/Mechanical,4=133/Mechanical,1=252/0-5-8 Max Horz 1=42(LC 8) Max Uplift 3=-86(LC 4),4=-31(LC 5),1=-80(LC 8) Max Gray 3=118(LC 1),4=143(LC 3),1=252(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 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)91 lb down and 100 lb up at 2-0-0 on top chord,and 24 lb down and 29 lb up at 2-2-2 on bottom chord. The desigrVselection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:5=-19(F)10=-10(F) I � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.10032015 BEFORE USE. pea 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 kilo the overall building design. Bracing indicated Is to prevent truckling 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 truses and truss systems,seeANSI/TPI I Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infonnalon avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • 4 Oty Ply I I T11742135 13391TOA T42 I Half Hip 3 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:50 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-sm9zimp14iS1 u?H1 raCHZwrZtfEgOGw1 yYPLx8yrvgd I 4-0-0 6-0-0 I 4-0-0 2-0-0 Scale=1:18.0 4x5= 2 3 7 6.00,12 p ' 9 v _Psdligllgg h N i l ii ' a III 1 hal 5 a ,/ 2x4 II 3x5 II 4-0-0 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- (1:0-0-1,0-0-3],[1:0-0-3,0-5-01,[1:0-2-8,0-0-7] LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/defl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.16 5-8 >441 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.25 5-8 >282 180 BCLL 0.0 ' Rep Stress Incr YES j WB 0.07 Horz(TL) 0.14 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:23 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. I REACTIONS. (lb/size) 3=58/Mechanical,4=179/Mechanical,1=238/0-5-8 Max Horz 1=83(LC 12) Max Uplift 3=-42(LC 8),4=-50(LC 12),1=-44(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. I i 0 WARNING-Vitrify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11.7473 rev.10/032015 BEFORE USE. Design valid for use oily 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 IMuxy and property damage. For general guidance regarding the fabrcation,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • 4IQty Ply T11742136 13391TOA T43 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:52 2017 Page 1 I D:?9jtoW xOG1 OEk3Cl?d BMoszBOOu-o9Hj7SrHcJi18J ROy?Ele LxIzTtSU?YKOsuR?Oyrvgb 6-0-0t 10-9-4 I 15-4-12 I 20-0-4 I 24-9-8 { 30-9-8 6-0-0 4-9-4 4-7-8 4-7-8 4-9-4 6-0-0 Scale=1:52.1 Special Special Special Special Special Special Special 7x10 = 6.00 Special 4x6= Special 2x4 II Special 7x6Special 7x10 FT 2 19 20 3 2122 23 24 4 25 2627 6 28 29 6 Of 7 1Y n m 1 7 .4 nn nn I� nn no EA nn nn T v $ _� to 30 31 ki 12 32 33 11 34 35 36 10 37 38 9 39 40 8 41 42 6x6= NAILED NAILED 2z4 I I NAILED 4x5=NAILED 7x14 MT2OHS= Special 4x5= Special 2x4 H Special Special 6x6 = NAILED NAILED NAILED Special Special Special Special I 6-0-0 I 10-9-4 ( 15-4-12 I 20-04 I 24-9-8 30-9-8 6-0-0 49-4 4-7-8 4-7-8 4-9-4 6-0-0 Plate Offsets(X,Y)— [1:Edge,0-2-13],[1:0-5-0,0-0-3],[1:0-0-3,0-0-1],[2:0-4-8,0-2-0],[6:0-4-8,0-2-0],[7:Edge,0-2-13],[7:0-5-0,0-0-3],[7:0-0-3,0-0-1],[9:0-2-4,0-2-0],[11:0-2-4 .0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.34 10 >999 240 MT20 24.4/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.81 10-11 >456 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.83 Horz(TL) 0.20 7 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 `Except` TOP CHORD Structural wood sheathing directly applied. 5-6:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 5-5-14 oc bracing. BOT CHORD 2x4 SP SS I MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be Installed during truss erection,In accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=2374/0-5-8,7=2367/0-5-8 Max Horz 1=76(LC 7) Max Uplift 1=-696(LC 8),7=-694(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4193/1235,2-3=-5402/1636,3-4=-5937/1790,4-5=-5937/1790,5-6=-5359/1620, 6-7=-4181/1231 BOT CHORD 1-12=-1018/3661,11-12=-1017/3672,10-11=-1513/5402,9-10=-1515/5401, 8-9=-1013/3661,7-8=-1015/3650 WEBS 2-12=0/367,2-11=-630/2172,3-11=-983/458,3-10=-189/684,4-10=-520/325, 5-10=-190/692,5-9=-974/443,6-9=-612/2134,6-8=0/371 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=31ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=696,7=694. 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)120 lb down and 126 lb up at 6-0-0,127 lb down and 121 lb up at 8-0-12,127 lb down and 121 lb up at 10-0-12,124 lb down and 121 lb up at 12-0-12,120 lb down and 121 lb up at 14-0-12,120 lb down and 121 lb up at 14-8-12,120 lb down and 121 lb up at 16-8-12,124 lb down and 121 lb up at 18-8-12,127 lb down and 121 lb up at 20-8-12,and 127 lb down and 121 lb up at 22-8-12,and 120 lb down and 126 lb up at 24-9-8 on top chord,and 71 lb down at 14-8-12,71 lb down at 16-8-12,71 lb down at 18-8-12,71 lb down at 20-8-12,71 lb down at 22-8-12,71 lb down at 24-8-12,and 159 lb down and 70 lb up at 26-8-12,and 113 lb down and 51 lb up at 28-8-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). UdIU A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �f Design valid for use only with MiTekS)connectors.This design is based only upon parameters shown,and Is for an kdlvidual building component,not a truss system.Before use,the building designer must verify the appilcabalty 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 I Tel(' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding tie fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN51/TPII Oddity Criteria,DS11-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormallon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandrta.VA 22314. Tampa,FL 33610 Job Truss Truss Type + I Qty Ply I T11742136 1339170A T43 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:52 2017 Page 2 I D?9jto W xOG1 OEk3Cl?d BMoszBOOu-o9Hj 7SrHcJil8J ROy?EIeLxlzTtSU?YKOsuR?Oyrvgb LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=60,2-6=-60,6-7=-60,13-16=-20 Concentrated Loads(Ib) Vert:2=-97(F)6=-97(F)12=-60(F)8=-60(F)19=-97(F)20=-97(F)21=-97(F)23=-97(F)24=-97(F)25=-97(F)27=-97(F)28=-97(F)29=-97(F)30=-113(F)31=-159(F) 32=-60(F)33=-60(F)34=-60(F)35=-60(F)36=-60(F)37=-60(F)38=-60(F)39=-60(F)40=-60(F)41=-159(F)42=-113(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK 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 budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P1I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety lnrormation avallable from Truss Plate Institute,218 N.Lee Street.Sulie 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' 6 Oty Ply TI1742137 1339170A T44 Hip 11 1 i i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:53 2017 Page 1 I D:?9jto W xOG 1 OEk3Cl?dBMoszBOOu-G LgsKosvNdrelTOcW jm_BZT_OsFsDZxTfVd?YSyrvga 7-10-15 15-4-12 22-10-9 30-9-8 I 7-10-15 7-5-13 [ 7-5-13 7-10-15 Scale=1:53.0 7x10= 2x4 II 7x10= 6.00 TIF 2 1617 3 1819 1 I 4 20 � 15 II � I:1 5 e d' j} @ to 8 7 6 ars II 2x4 11 7x10= 2x4 II 4x6 II 7-10-15 15-4-12 22-10-9 30-9-8 7-10-15 7-5-13 7-5-13 7-10-15 Plate Offsets(X,Y)-- [1:0-2-12,0-0-111,[1:0-0-3,0-5-0),[1:0-0-1,0-0-31,[2:0-6-6,Edge),[4:0-6-6,Edge),[5:0-0-1,0-0-31,[5:0-0-3,0-5-01,[5:0-2-12,0-0-11) i LOADING (psf) SPACING- 2-0-0 j CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.15 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.43 7-8 >866 180 BCLL 0.0 * Rep Stress Incr YES WB 0.37 Horz(TL) 0.11 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS j Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 2-4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing j WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1232/0-5-8,5=1232/0-5-8 Max Horz 1=93(LC 11) Max Uplift 1=-323(LC 12),5=-323(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2145/759,2-3=-2503/958,3-4=-2503/958,4-5=-2145/755 BOT CHORD 1-8=-583/1845,7-8=-586/1838,6-7=-573/1838,5-6=-571/1845 WEBS 2-8=0/290,2-7=-250/868,3-7=-534/307,4-7=-249/868,4-6=0/290 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=31ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-15,Interior(1)3-0-15 to 7-8-2,Exterior(2)7-8-2 to 27-5-10,Interior(1)27-5-10 to 30-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=323,5=323. t Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. IMIN 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 Miiek' k always required for stability and to prevent collapse with possible personal i fury 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,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ' 30ty j Ply I T11742138 13391TOA T45 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:54 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-kYOTY8sX8wzTNdbo4O HDjmODOGaNy2vdt9NY4vyrvgZ 7-0-0 9-10-15 15-4-12 20-10-9 23-9-8 30-9-8 7-0-0 2-10-15 5-5-13 5-5-13 2-10-15 7-0-0 Scale=1:53.0 7x10= 2x4 II 7x10 = 3 19 20 4 21 22 6.0012 2x4 \\ IR ` 2x4// 2 6 18 23 m m N 17 24 n 1 1 7 o .2rZ Io 10 9 8 4x6 4x5= 7x10= 4x5= 4x6 I I 9-10-15 15-4-12 20-10-9 30-9-8 9-10-15 5-5-13 j 5-5-13 9-10-15 Plate Offsets(X,Y)-- [1:0-2-12,0-0-111,11:0-0-3,0-5-01,[1:0-0-1,0-0-31,[3:0-6-6,Edgel,[5:0-6-6,Edge1,17:0-0-1,0-0-31,[7:0-0-3,0-5-01,17:0-2-12,0-0-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.14 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.40 10-13 >930 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-12 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Lett:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=1232/0-5-8,7=1232/0-5-8 Max Horz 1=-118(LC 10) Max Uplift 1=-323(LC 12),7=-323(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2079/766,2-3=-18851747,3-4=-1955/804,4-5=-1955/804,5-6=-1885/747, 6-7=-2079/766 BOT CHORD 1-10=-597/1779,9-10=-483/1671,8-9=-475/1671,7-8=-589/1779 WEBS 3-10=-83/353,3-9=-169/471.4-9=-398/250,5-9=-169/471,5-8=-83/353 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=31ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-15,Interior(1)3-0-15 to 9-8-2,Exterior(2)9-8-2 to 25-5-10,Interior(1)25-5-10 to 30-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=323,7=323. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. pa 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 applicabNlty 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 siabNly 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.seeANSUTPN 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 I Truss I Truss Type • II Qty Ply i 111742139 i 1339110A T46 Hip 1 1 1 I j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:56 2017 Page 1 I D:?91toW xOG 1 OEk3Cl?dBMoszBOOu-gwW EypuogYDBcwkBBrJhoB5TP4CKQwVwLTsf8nyrvgX 6-0-0 I 11-10-15 18-10-9 I 24-9-8 I 30-4-8 6-0-0 5-10-15 6-11-10 5-10-15 5-7-0 Scale=1:52.7 6x8 6x8 3 21 22 23 24 4 400 4,1.4%%14404 6.00 12 00 i 4x5 i25 4x5 2 5 26 `b 19 4x5N 0 NI 6 1 ..ii. 7 's to m. 11 to 9 8 4x6 II 2x4 II 6x8= 7x10= 2x4 II 4x10 II 6-0-0 11-10-15 18-10-9 24-9-8 30-4-8 6-0-0 5-10-15 6-11-10 I 5-10.15 5-7-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-111,[1:0-0-3,0-5-0),[1:0-0-1,0-0-3],[7:0-5-13,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.55 10-11 >665 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.73 10-11 >499 180 BCLL 0.0 * i Rep Stress Incr YES WB 0.38 Horz(TL) 0.11 7 Na n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:144 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 3-4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing , WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. , Left:2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 7=1215/Mechanical,1=1215/0-5-8 Max Horz 1=142(LC 11) Max Uplift 7=-319(LC 12),1=-319(LC 12) Max Gray 7=1234(LC 18),1=1235(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2145/738,2-3=-1801/674,3-4=-1549/650,4-5=-1779/672,5-7=-1994/697 BOT CHORD 1-11=-603/1951,10-11=-603/1951,9-10=-398/1585,8-9=-546/1705,7-8=-546/1705 WEBS 2-10=-492/240,3-10=-43/440,4-9=-32/410,5-9=-348/187 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=5.0psh BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 11-5-11,Exterior(2)11-5-11 to 23-7-6,Interior(1)23-7-6 to 30-4-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=319,1=319. f 0 WARNBIG-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. it Design valid for use only with MITekb connectors.Itis design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bulking design. Bracingbracing indicated is to prevent buckling of indlvidud truss web and/or chord members only. Additional temporary and permanent Ml l;� ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldmce regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSf/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available Born Truss Rate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss 'Truss Type . 1 Qty Ply I T11742140 13391TOA T47 Hip I 1 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:57 2017 Page 1 I D:?9jto W xOG1 OEk3C I?dBMoszBOOu-864cA9vQRrL2E4J N IYgwLPecHTcv9Oc3Z7bChEyrvq W 7-9-0 13-10-15 15-4-12 16-10-9, 23-0-8 30-4-8 I 7-9-0 I 6-1-15 1-5-13 1-5-13 ' 6-1-15 7-4-0 Scale=1:52.7 6x6 3x5 I 6x6 0 3 4 6.00 H2 4x5 i 20 21 4x5 2 6 • m co I:. 1.1- 22 22 19 V• 4x5 7 1 B a 1` rP 11 10 9 4x6 II 2x4 H 7x10- 2x4 H 4x10 II 7-9-0l 15-4-12 23-0-8 30-4-8 7-9-0 7-7-12 7-7-12 7-4-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[3:0-1-15,0-3-0],[4:0-3-0,0-1-8],[5:0-2-1,0-3-0],[8:0-5-13,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.16 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.49 9-10 >748 180 BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. 3-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-11-13 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 2-10,6-10 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 8=1215/Mechanical,1=1215/0-5-8 Max Horz 1=168(LC 11) Max Uplift 8=319(LC 12),1=-319(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2049/691,2-3=-1469/602,3-4=-1226/577,4-5=-1227/576,5-6=-1465/601, 6-8=-1948/666 BOT CHORD 1-11=-540/1742,10-11=-540/1742,9-10=501/1654,8-9=-501/1654 WEBS 2-11=0/298,2-10=-610/284,4-10=-154/689,6-10=-518/251,6-9=0/264 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 13-6-10,Exterior(2)13-6-10 to 17-2-14,Interior(1)21-6-6 to 30-4-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=319,1=319. 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.frvvs2o15 BEFORE USE. la Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possbie personal!Wry and properly damage. For general guidance regarding the fabxk:atIon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-09 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 A Z Qty Ply 111742141 ' 13391TOA T49 Common 2 1 11 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:58 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-dJe_N Vw2C9TvsEuaJGL9ucBnObrkurRDonLmDgyrvgV 7-9-0 15-4-12 23-0-8 30-4-8 7-9-0 7-7-12 7-7-12 7-4-0 Scale=1:51.9 5x6= 6.00112 3 1r 18 19 6x8 6x8 2 4 �= 20 17 " 4x5 Q 5 1 .1. 6 hiPliii I" I o 9 8 7 4x6 I I 2x4 II 7x10= 2x4 I I 4x10 11 7-9-0 15-4-12 23-0-8 30-4-8 I 7-9-0 l 7-7-12 7-7-12 7-4-0 Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,[1:0-0-3,0-5-01,11:0-2-12,0-0-111,16:0-5-13,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.12 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.37 7-8 >972 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.13 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-8,4-8 WEDGE MiTek recommends that Stabilizers and required cross bracing I Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Right 2x6 SP No.2 1-6-0 Installation guide. REACTIONS. (lb/size) 1=1215/0-5-8,6=1215/Mechanical Max Horz 1=192(LC 11) Max Uplift 1=-319(LC 12),6=-319(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2065/640,2-3=-1440/534,3-4=-1436/533,4-6=-1963/620 BOT CHORD 1-9=-463/1763,8-9=-465/1761,7-8=-440/1673,6-7=439/1675 WEBS 2-9=0/288,2-8=-683/300,3-8=-199/760,4-8=-595/271,4-7=0/253 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25tt;B=45ft;L=30ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 15-4-12,Exterior(2)15-4-12 to 18-5-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=319,6=319. � I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/732015 BEFORE USE. ith. Design valid for use only with/Metre connectors.This design is based only upon parameters shown,and Is for an individual building cornpxrnent not a truss system.Before use.the bulking designer must verify the applicabitlty of design parameters and properly Incorporate this design Inky the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • %Ory Ply i 1 T11742142 13391TOA T50 Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:35:59 2017 Page 1 ID:?9jtoWxOG1OEk3Cl?dBMoszBOOu-5VCMbrwgzTbmTOTmsztOOgjzsHlgdlyM1 R4JI6yrvgU 7-9-0 14-0-0 ,15-4-12116-9-8I 23-0-8 30-4-8 7-9-0 6-3-0 '1-4-12 1-4-12 6-3-0 7-4-0 Scale=1:54.0 3x6= 3x5 11 3x6 = 3 4 5 6.00 12 21 4x5 20 4x5 2 6 .41 V e 22 r; A 19 �: 4x5 7 1 v 8 o 11 10 9 4x6 I. 2x4 I 7x10= 2x4 II 4x10 II 7-9-0 15-4-12 23-0-8 30-4-8 7-9-0 I 7-7-12 7-7-12 i 7-4-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[3:0-3-8,0-2-4],[4:0-3-0,0-1-8],[5:0-3-8,0-2-4],[8:0-5-13,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 10.0 ' Lumber DOL 1.25 BC 0.75 Vert(TL) -0.41 9-10 >898 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.27 Horz(TL) 0.12 8 IVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-10,6-10 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Right 2x6 SP No.2 1-6-0 Installation guide. REACTIONS. (lb/size) 8=1215/Mechanical,1=1215/0-5-8 Max Horz 1=175(LC 11) Max Uplift 8=-319(LC 12),1=-319(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2055/681,2-3=-1457/589,3-4=-1223/575,4-5=-1223/575,5-6=-1453/588, 6-8=-1953/659 BOT CHORD 1-11=-532/1750,10-11=-532/1750,9-10=-493/1662,8-9=-493/1662 WEBS 2-11=0/293,2-10=-641/297,4-10=-172/716,6-10=-550/265,6-9=0/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=41t;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 14-0-0,Exterior(2)14-0-0 to 16-9-8,Interior(1)21-1-1 to 30-4-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 8=319,1=319. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIb7473 rev.10/03/2015 BEFORE USE. Nal Design valid for use only with Muck®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possbie personal B*xy 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 Bid. Safety Information available Born Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ^ i Ory Ply 711742143' 13391 TOA T51 Roof Special I1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:36:00 2017 Page 1 I D:?9jto W xOG 1 OEk3CI?d BMoszBOOu-ZhmkoBxljmjc5Y2yQhOdz1 G8AhfOMcW VGSgtHZyrvgT 6-0-3 12-0-0 18-9-8 20-0-0, 25-0-8 30-4-8 6-0-3 5-11-13 6-9-8 1-2-8' 5-0-8 5-4-0 Scale=1:52.8 6x6 \1 7x6= 3x4\\3x4\\3x4\\3x4\\3x4\\ 3 18 19 20 21 4 7x10= 2x4 iI 4x5= 7 5 6 P2 7 j,� 6.00 1 � 17 I O 4x5 2 ••• r o:.° n ri b 16 �j - 12 11 23 24 10 9 8 4x6 II 2x4 H 7x10= 6x6= 4x10= 3x5 II 6-0.3i 12-0-0 20-0-0 25-0-8 30-4-8 6-0-3 5-11-13 8-0-0 5-0-8 5-4-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11),[1:0-0-3,0-5-0),[1:0-0-1,0-0-3),[5:0-6-8,Edge],[8:0-2-12,0-1-8),[11:0-4-8,Edgel LOADING (psf)20.0 SPAPlate CING-Grip DOL 2-0-0 1 25 TCI. DEFL. in 0.85 Vert(LL) -0.13 10-11) >999 240 PLATES2GRIP 90 TCLL 20.0 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.36 10-11 >999 180 BCLL 0.0 • i Rep Stress Incr YES WB 0.83 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:195 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-9-8 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-10-5(4-11); WEDGE MiTek recommends that Stabilizers and required cross bracing I Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1209/Mechanical,1=1209/0-5-8 Max Horz 1=222(LC 12) Max Uplift 8_341(LC 9),1=-295(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2094/649,2-3=-1670/579,3-4=-1425/584,4-5=-1595/585,5-6=-946/347, 6-7=-946/347,7-8=-1159/469 BOT CHORD 1-12=-752/1802,11-12=-752/1802,10-11=-525/1383,9-10=-530/1451 WEBS 2-11=-449/227,3-11=-20/409,4-10=-67/403,5-9=-788/277,6-9=-362/233, 7-9=-509/1390 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=3011;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 12-0-0,Exterior(2)12-0-0 to 20-0-0,Interior(1)20-0-0 to 30-2-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=341,1=295. I I MI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekS connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the rpplicabllty of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek• 5 always required for stability and to prevent collapse with posslale personal k*ay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdtabie from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss i Truss Type %Qty Ply i T11742144 13391TOA T52 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:36:01 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-t uJ70XyxU4rTjid8OvsVFpJP5xa54zf UIZQq?yrvqS 5-0-3 10-0-0 16-10-1 23-6-7 30-4-8 5-0-3 4-11-13 6-10-1 6-8-5 6-10-1 Scale=1:51.5 7x10 2x4 6x6= 4x5= 3 16 17 4 18 5 19 20 6 6.00 172 �� ®i 2x4 i 11 15 2 � � 1 1 1 14 ./ /1 10 9 8 7 4x6 7x6= 7x10 = 455= 3x5 I I 10-0-0 16-10-1 23-6-7 30-4-8 10-0-0 I 6-10-1 6-8-5 I 6-10-1 Plate Offsets(X,Y)-- [1:0-2-12,0-0-111,[1:0-0-3,0-5-01,[1:0-0-1,0-0-31,[3:0-4-8,0-2-01,17:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.88 Vert(LL) -0.17 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.86 Vert(TL) -0.44 10-13 >831 180 BCLL 0.0 ' Rep Stress Incr YES 1 WB 0.75 1 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:168 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing I Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1209/Mechanical,1=1209/0-5-8 -Max Horz 1=206(LC 12) Max Uplift 7=-364(LC 9),1=-298(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2091/729,2-3=-1815/618,3-4=-1753/645,4-5=-1753/645,5-6=-1242/438, 6-7=-1148/464 BOT CHORD 1-10=-821/1809,9-10=-616/1562,8-9=-450/1265 WEBS 2-10=-298/232,3-10=-13/400,3-9=-121/355,4-9=-423/258,5-9=-252/629, 5-8=-826/419,6-8=-549/1558 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 10-0-0,Exterior(2)10-0-0 to 14-3-9 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=364,1=298. 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MN-7473 rev.10/032015 BEFORE USE. is Design valid for use only with MiTeke connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of indivldud 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 i ni ry and property damage. For general guidance regarding the falxcatkm.storage,delivery,erection and bracing of trusses and truss systems,seeANSl/IPII Quarly Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type • 1 Oty Ply 711742145. 13391TOA T53 Half Hip I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:36:02 2017 Page 1 I D:?9jto W xOG 1 O E k3C l?d BMoszBOOu-V4tV DtzZ F OzKKsC LY6Q52S LT8 U Kyq V I of PJ zM Ryrvq R 8-0-0 15-6-1 22-10-7 30-4-8 8-0-0 7-6-1 7-4-5 7-6-1 Scale=1:51.5 7x10 2x4 II 7x6= 4x5= 2 15 3 16 4 17 18 5 I 6.00 12 • • H14 on TA 9 8 7 6 4x6 2x4 II 7x10= 4x5= 3x5 II 8-0-015-6-1 22-10-7 30-4-8 8-0-0 7-6-1 7-4-5 7-6-1 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],)1:0-0-3,0-5-0],[1:0-0-1,0-0-31,[2:0-4-8,0-2-0),[6:0-2-12,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 10.0 II Lumber DOL 1.25 BC 0.66 Vert(TL) -0.35 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.08 6 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:153 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 6=1209/Mechanical,1=1209/0-5-8 Max Horz 1=165(LC 12) Max Uplift 6=-363(LC 9),1=-305(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2017/668,2-3=-2198/779,3-4=-2198/779,4-5=-1644/565,5-6=-1142/458 BOT CHORD 1-9=-679/1707,8-9=-677/1713,7-8=-579/1670 WEBS 2-9=0/307,2-8=-183/684,3-8=-470/275,4-8=-240/615,4-7=-786/404,5-7=-639/1863 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=30tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 8-0-0,Exterior(2)8-0-0 to 12-3-9 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=363,1=305. I Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall budding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal him and properly damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/WPrt 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 r Truss Type %Qty I Ply T11742146 13391TOA T54 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:36:04 2017 Page 1 I D:?9jto W xOG1 OEk3C I?dBMoszB00u-RT?FeY_pn?D2a9MjfXSZ7tRrllyclQk5Ajo4QKyrvgP 6-0-0 10-11-9 15-9-6 20-7-2 25-4-15 30-4-8 6-0-0 4-11-9 4-9-13 4-9-13 4-9-13 4-11-9 Scale=1:53.3 NAILED NAILED Special Special Special Special 7x10 4x5= 2x4 11 6x6= 4x5= 5x6= 600 12 NAILED NAILED NAILED Special Special Special Special 2 17 18 3 1920 21 4 22 23 524 25 26 62728 29 7 IL nr nn nn nn111 Ilt 13 p 91 7 1 77 _ i la7 1 30 31 t3 32 33 12 34 35 11 36 37 10 38 39 9 40 41 8 6x6= NAILED NAILED 2x4 1 NAILED 4x5= 7x14 MT2OHS=Special 4x5= Special 5x6= Special 3x8 MT2OHS I I NAILED NAILED NAILED NAILED Special Special Special Special Special 6-0-0 10-11-9 15-9-6 20-7-2 25-4-15 30-4-8 6-0-0 4-11-9 4-9-13 4-9-13 4-9-13 4-11-9 Plate Offsets(X,Y)-- [1:Edge,0-2-13),[1:0-5-0,0-0-31,[1:0-0-3,0-0-11,(2:0-4-8,0-2-01,F6:0-2-4,0-2-01,[7:0-2-8,0-2-8L19:0-2-8,0-2-81,[10:0-2-4,0-2-01 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.81 Vert(LL) 0.31 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.73 11-12 >496 180 I MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.81 Horz(TL) 0.17 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 `Except* TOP CHORD Structural wood sheathing directly applied or 2-2-4 oc purlins, 2-5:2x4 SP SS,5-7:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. 1-11:2x4 SP SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3`Except* be installed during truss erection,in accordance with Stabilizer 2-12,3-11,5-11,6-10,7-9:2x4 SP No.2 Installation guide. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=2494/Mechanical,1=2277/0-5-8 Max Horz 1=124(LC 8) Max Uplift 8=-741(LC 5),1=-658(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4002/1158,2-3=-5130/1524,3-4=-5510/1619,4-5=-5510/1619,5-6=-4792/1398, 6-7=-3009/889,7-8=-2343/791 BOT CHORD 1-13=-1074/3491,12-13=-1073/3503,11-12=-1524/5130,10-11=-1417/4835, 9-10=-889/3009 WEBS 2-13=0/382,2-12=-574/2024,3-12=-869/421,3-11=-147/488,4-11=-498/303, 5-11=-247/827,5-10=-992/452,6-10=-632/2163,6-9=-1794/712,7-9=-1063/3604 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=30ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=741,1=658. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 lb down and 121 lb up at 16-0-12,123 lb down and 121 lb up at 18-0-12,128 lb down and 121 lb up at 20-0-12,128 lb down and 121 lb up at 22-0-12,128 lb down and 121 lb up at 24-0-12,128 lb down and 121 lb up at 26-0-12,and 128 lb down and 121 lb up at 28-0-12,and 122 lb down and 113 lb up at 30-2-12 on top chord,and 71 lb down at 16-0-12,71 lb down at 18-0-12,71 lb down at 20-0-12,71 lb down at 22-0-12,71 lb down at 24-0-12,71 lb down at 26-0-12,and 71 lb down at 28-0-12,and 88 lb down at 30-2-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 1ddtltlnt1he bQ9dbASE(S)section.loads applied to the face of the truss are noted as front(F)or back(B). f WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7073 rev.10/03/201S BEFORE USE wit Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 QualIy Criteria,DS8-89 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 Oty Ply T11742146 13391TOA T54 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:36:04 2017 Page 2 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-RT?FeY_pn?D2a9MjfXSZ7tRrl IyclQk5Ajo4QKyrvgP LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-7=-60,8-14=-20 Concentrated Loads(Ib) Vert:2=-97(B)7=-122(B)8=-69(B)13=-60(B)11=60(B)4=-97(B)17=-97(B)18=-97(B)19=-97(B)21=-97(B)23=-97(B)24=-97(B)25=-97(B)26=-97(B)28=97(B) 29=-97(B)30=-113(B)31=-159(B)32=-60(B)33=-60(B)34=-60(B)35=-60(B)36=-60(B)37=-60(B)38=-60(B)39=-60(B)40=-60(B)41=-60(B) 0 WARNING-Verity design parameters and READ NOTES ON THIS AND AVCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. tut Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual binding 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 [wilding 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 fabr catk>n,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/IPI I Quality Criteria,DSB-89 and SCSI Bulding Component 6904 Parke East Bird. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type .f Qty Ply T11742147 13391TOA VO1 Valley 1 1 I !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:36:05 2017 Page 1 I D:?9jtoW xOG 1 OEk3CI?d BMoszBOOu-wfZdru?RYJ LvBJwwDEzog4zACiV312SFPNXdzmyrvgO 7-11-0 7-11-0 Scale=1:19.2 2x4 3 4.50 12 'J 1 2x4 I ca I2 6 N ,,- 0 0 o .........:i%%%ij%%iS:iji ij:%.j%%i i%i%i i ij%%.j j%%%%%i iji%i ijiji iL:%%%i%i%i::i ij j%%%i i%%iji%ijiL:%i%iSS:i%iyy i, 5 4 2x4 5 2x4 H 2x4 I'; I LOADING(psf) SPACING- 2-0-0 ! CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 ! BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=83/7-10-5,4=122/7-10-5,5=350/7-10-5 Max Horz 1=107(LC 12) Max Uplift 4=-41(LC 12),5=-117(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-262/268 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-10-1 to 3-11-0,Interior(1)3-11-0 to 7-9-4 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)4 except(jt=lb) 5=117. 1 I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10413!2015 BEFORE USE. Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applrcabiity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute.2113N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type A Q P T11742148 13391TOA V02 Valley 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:36:06 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-Or703E03JcTmpN6nxV 1 CIW Ih6pomWxOe1 HBVCyrvqN 5-3-0 5-3-0 Scale=1:13.3 2x4 II 2 4.50 12 4 , o 3 2x4 2x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=171/5-2-5,3=171/5-2-5 Max Horz 1=66(LC 12) Max Uplift 1=-32(LC 12),3=57(LC 12) 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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-10-1 to 3-10-1,Interior(1)3-10-1 to 5-1-4 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,a f 0 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 Mlfek©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 building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k is always required to stability and to prevent collapse with possible personal h*ay and property damage. For general guidance regarding the fabrication,storage,delivery,erection arid bracing of trusses and truss systems,seeANSI/lPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdiable Born Truss Plate institute.218 N.Lee Street.Suite 312./Jexarndria,VA 22314. Tampa,FL 33610 Job Truss Truss Type a i',.0ty Ply T11742149 ,13391TOA V03 Valley 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:36:07 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-s2hOGa1 h4wbdRd4lKfOGIV3Y?VC3VzAXthOk1 fyrvgM 2-7-0 2-7-0 6x6= Scale=1:7.6 2 4.50 12 P - 7, 1 ala 7 a o •iii:iii::•:•iiiiiiiiiiiii: iiii0iiiiiiiii:•:+:i•:•i Pin: iiiiiiiiii•:•iii:ii•:•i•.• :•:•:•: i i�DOP• i i i i i OOPPi i i••iii O•d�i i•:•i iS•i i❖.•.•.i i i i•�•�❖.:•i i•:•:•M::i•i i•�::•.•. •:: ••OO •i0000:•iiiii00PPPiiiii0:••••••••••••••••••••:••••••••••••••••• ..:2..❖.•.•.❖.•.•.❖.•.❖.•.::�.❖.•.❖.•.•.��•.•.❖.•.•.6::❖.❖.❖.•.��.❖.❖.•.:�❖.❖.❖.:�.❖.•.❖.•. 3 2x4 Plate Offsets(X,Y)-- f2:0-1-12,0-0-10],]2:Edge,0-1-121,13:0-1-12,0-0-0) _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) r/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 ria n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:71b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer l Installation guide. 1 REACTIONS. (lb/size) 1=64/2-6-5,3=64/2-6-5 Max Horz 1=25(LC 12) Max Uplift 1=-12(LC 12),3=-22(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.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. t, A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. IN Design valid for use only with Milek®connectors.This design Is based only upon parameters shown,and is for an individual balding component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary andbracing permanent Mi T;� ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance ce regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI BuIding 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 ` liOty Ply T11742150 13391TOA VO4 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:36:07 2017 Page 1 I D:?9jtoW xOG1 OEk3Cl?dBMoszB0Ou-s2hOGa1 h4wbdRd4lKfOGIV3V5VA9VylXthOk1 fyrvgM 8-6-0 8-6-0 2x4 II Scale=1:26.7 3 6.00,12 2x4 II 2 � 6 7 � 1 r ■ ■ 2x4 2x4 5 42x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0 ` Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-P Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=116/8-5-8,4=116/8-5-8,5=386/8-5-8 Max Horz 1=159(LC 12) Max Uplift 4=-45(LC 12),5=-i51(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-289/309 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 8-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 5=151. __ Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MITeke connectors.this design is based only upon parameters shown.and is for an individual building component not a truss system.Before use,the building designer must verify the applicabt11y of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Soley Information available from Truss Plate Institute,218 N.Lee Street,Strife 312,Nexandtla,VA 22314. Tampa,FL 33610 Job 'Truss Truss Type Qty Ply T11742151 13391TOA V05 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:36:08 2017 Page 1 ID:?9jtoWxOG1 OEk3CI?dBMoszBOOu-KEEmUw1 KrEjU2nfVuMXVIjbhOvWtEP?h5LmIZ5yrvgL 6-6-0 6-6-0 Scale=1:20.7 2x4 II 3 6.00 12 2x4 II 2 6 . 111111 1 'III 5 4 2x4 2x4 II 2x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=15/6-5-8,4=125/6-5-8,5=317/6-5-8 Max Horz 1=118(LC 12) Max Uplift 1=-4(LC 10),4=-49(LC 12),5=-124(LC 12) Max Gray 1=53(LC 12),4=125(LC 1),5=317(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-238/308 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 6-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=lb) 5=124. a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building corn{xment.not �t a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type '" Z Qty Ply T11742152 I13391TOA V06 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:36:09 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszB00u-oQo8hG2ycXsLgWEhS42kgw8goJrNztgqK?Vr6XyrvgK 4-6-0 4-6-0 Scale=1:14.0 2 I 2x4 II .00 fly 4 iiiiiiiiiiii1 MI 1 APP. q 3 2x4 2x4 II I I LOADING(psi) SPACING- 2-0-0 1 CSI. DEFL- in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Inco YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=149/4-5-8,3=149/4-5-8 Max Horz 1=77(LC 12) Max Uplift 1=-20(LC 12),3=58(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 4-4-4 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 psi bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. A 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 mit 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 i Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIt Quality Cdteda,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InformatIon avdiable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 i Job Truss I Truss Type 's ZI Qty Ply 711742153 13391TOA V07 Valley 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:36:09 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?d BMoszBOOu-o0o8hG2ycXsLgwEhS42kgw8uIJtSztggK?Vr6Xyrvg K 2-6-0 2-6-0 Scale=1:9.0 2 2x4 I 6.00 12 Pli a I 1 , 0 1 0 .:::::i i��'ii�'i ii��iii�'iiii:iii�'ii�i'�i:11'111�'�'�i�:is •••:•••:•�•�•�•�❖�•�••�O�OOOPPOO••••:JPPPOP�'••i O�z POO��i i •••• •.. ..::::Kk*:❖::):::')•J•:••:i i:i:::::::i::::.*i i:il:::i:i:ill:i'iil:i iO:i:% 3 2x4 i 2x4 I I LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - rVa 999 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014ITP12007 I Matrix-P Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing � be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 1=69/2-5-8,3=69/2-5-8 Max Horz 1=36(LC 12) Max Uplift 1=9(LC 12),3=-27(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.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. 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. eacig indicated is to prevent buckling of Individual taus web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Wry and property damage. for general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and tars systems,seeANSI/IP11 Quality Criteria,05849 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 + 1IOty Ply I T11742154 I13391TOA V08 Valley 1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Aug 2 10:36:10 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?d BMoszBOOu-GdM W uc3aNr_C I4ptOnZzN8g2vj DdiK6_ZfF0ezyrvgJ 3-5-44-9-4 6-1-4 9-6-8 3-5-4 1-4-0 1-4-0 3-5-4 Scale=1:17.3 4x5 II 3 11 1 6.00 12 10 2x4 I r1 4 2x4 1I 2 I 1115 12 g 5 1 r w a 8 7 6 2x4- 2x4 ' 2x4 II 2x4 li 2x4 0-0-8 3-5-4 6-1-4 ! 9-6-8 0-0-8 3-4-12 2-8-0 3-5-4 — LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES 1 WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-5-8. (Ib)- Max Horz 1=41(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,5,8,6 Max Gray All reactions 250 lb or less at joint(s)1,5,7,8,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-3-7 to 4-3-7,Interior(1)4-3-7 to 4-9-4.Exterior(2)4-9-4 to 7-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,8,6. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/0312015 BEFORE USE. iill Design valid for use only with MiTek®connectors.Ns design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,OSB-89 and SCSI Bulking 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 A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. I (Drawings not to scale) Damage or Personal Injury MAEDimensions are in ft-in-sixteenths. inkApply plates to both sides of truss 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing.is always required. See BCSI. 2LII: 2. Truss bracing must be designed by an engineer.For Q-1/16" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I p bracing should be considered. lIllqllor 4, stackid c O 3. Never exceed he igtrussquatelyn lodesignbracedading stohownthe never II � 0 Pmaterialse tofon thisinadedestrussesa .buildingnd For 4 x 2 orientation, locate c'-s C67 6-6 �— designer,erection supervisor,property owner and plates 0-'n6' 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. shall not Unless exceed 19%rwise oted,moisture content of lumber at time fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. t The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and 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 . 521 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. 111 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. *HMO reaction section indicates jointMIMI number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 11111111•1110 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: Mil ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. kix BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, I\/1'TQ ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015