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1759 MARITIME OAK DR - TRUSS .... Nit Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek OFFICE COPY RE: 10628T0 - Anastasia MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: Toll Brothers Project Name: Anastasia Model: Lot/Block: 102 Subdivision: Atlantic Beach Address: 1759 Maritime Oak Dr City: N/A State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 76 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss NameDate 'No. Seal# Truss Name Date 1 T9681030 B1 110/17/16 118 j T9681047 1 FG10 110/17/16, 12 119681031 1 EJ01 1 10/17/16119 1T9681048 I FT01 1 10/17/161 13 1T9681032 1 EJ02 1 10/17/16120 119681049 1 FT02 1 10/17/161 14 119681033 I EJ03 1 10/17/16 21 T9681050 1 FT03 1 10/17/16 1 5 T9681034 EJ06 10/17/16 22 T9681051 FT04 10/17/16 6 T9681035 EJ07 10/17/16 23 T9681052 GEB01 10/17/16 7 T9681036 F01 10/17/16 24 T9681053 HJO1 10/17/16 18 119681037 I F02 1 10/17/16125 119681054 I HJO2 1 10/17/16 9 119681038 F03 10/17/16 26 19681055 1P01 10/17/16 110 1T9681039 1F04 1 10/17/16127 119681056 I P02 1 10/17/16 111 119681040 I FG02 1 10/17/16128 119681057 1 P03 1 10/17/16 12 19681041 FG03 10/17/16 29 1T9681058 PO3A 10/17/16 • 113 119681042 1 FG04 1 10/17/16130 119681059 1 PO4 1 10/17/16 04 1T9681043 1 FG06 1 10/17/16131 . 1.19681060 I P05 1 10/17/16 116 15 I 1T9681045 1 FG08 10/17/16 33 T9681062 T02 1 10/17/16 17 T9681046 FG09 10/17/16 34 T9681063 T03 110/17/16_ ,`���iiitilt.,,.�i The truss drawing(s)referenced above have been prepared by MiTek `�,.`o,-c ER,P. Fj�,,, USA,Inc.under my direct supervision based on the parameters ..•\G E N s�•.'1' '•.' provided by Building Component Supply. • ' Walter z. N 2 79 Truss Design Engineer's Name: Finn, _ * ;• :* _ My license renewal date for the state of Florida is February 28,2017. _ • j' IMPORTANT NOTE: The seal on these truss component designs is a certification '.• STATE OF that the engineer named is licensed in the jurisdiction(s)identified and that the %O'(`•:c< 0 R \G P'.• • ` designs comply with ANSI/TPI 1. These designs are based upon parameters , ('j shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �,,S`19/131.\.1 '/• •• ��`��� given to MiTek. Anyproject s ecific information included is for MiTek's customers ,i, O N M- �- file reference purposnly,and was•not taken into account in the preparation of iii t i i i l 1111 these designs. MiTek has not independently verified the applicability of the design Walter P.Finn PE No.22839 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: October 17,2016 Finn, Walter 1 of 2 OFFICE COPY RE: 10628T0 - Anastasia Site Information: Customer Info: Toll Brothers Project Name: Anastasia Model: Lot/Block: 102 Subdivision: Atlantic Beach Address: 1759 Maritime Oak Dr City: N/A State: FL No. Seai# Truss Name Date 35 T9681064 T04 10/17/16 36 1T9681065 105 10/17/161 37 T9681066 106 10/17/16 1 38 T9681067 107 10/17/161 39 T9681068 108 10/17/161 40 T9681069 109 10/17/16J 41 19681070 110 10/17/16 42 T9681071 T11 10/17/161 143 T9681072 T12 10/17/161 L44 T9681073 T13 10/17/161 145 19681074 T14 10/17/16 46 T9681075 T15 10/17/161 47 T9681076 T16 10/17/161 48 119681077 T17 10/17/16 49 T9681078 T18 10/17/161 50 119681079 T19 10/17/16 51 119681080 T20 10/17/16 52 119681081 T21 10/17/16 53 119681082 T22 10/17/16 54 1T9681083 T24 10/17/16 55 1T9681084 IT25 10/17/16 56 T9681085 T26 10/17/16 57 119681086 1127 10/17/16 58 119681087 1128 10/17/16 59 119681088 1129 10/17/16) 60 19681089 130 10/17/161 61 119681090 1T31 10/17/161 62 119681091 1132 10/17/161 63 119681092 1133 10/17/16 1 64 T9681093 T34 10/17/16 65 T9681094 T35 10/17/16 66 T9681095 T36 10/17/16 67 19681096 T37 10/17/16 68 T9681097 T38 10/17/16 69 T9681098 T39 10/17/16 70 T9681099 T40 10/17/16 71 119681100 T41 10/17/16 72 1T9681101 T42 10/17/16 73 119681102 T43 10/17/16 74 119681103 T44 10/17/16 75 119681104 T45 10/17/16 76 119681105 v01 10/17/16 2of2 i Job Truss Truss Type Oty Ply ' Anastasia T9681030 10628T0 B1 ,Flat Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:43 2016 Page 1 1 D:bJQG2yxTVP3 B U B710V McVywExl-IZZ K5f mC?53xwmVwE0542 EjvFt16?yy3KHzbYSySYPM 1 0-8-0 2-4-0 II0-8-0 I 1.8-0 Specie] Scale=1:5.0 2 3 1 2-4-0 tI 2-4-0 LOADING (psi) iI SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Verl(LL) 0.00 2-3 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.00 Vert(TL) 0.00 2-3 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=488/0-3-8,3=-106/Mechanical Max Uplift 2=-240(LC 4),3=-106(LC 1) Max Gray 2=488(LC 1),3=52(LC 4) 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 B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)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) 2=240,3=106. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)245 lb down and 113 lb up at 0-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pIf) Vert:1-3=-60 Concentrated Loads(Ib) Vert:1=-245(F) • V WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rot,.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only urxn parameters shown.and Is for an individual building component notIgili a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall MiTek• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the Blvd. East Eat fabrication,storage,delivery,erection and tracing o1 trusses and truss systems,seeANSI/MPII Quality Criteria,DSB-89 and BCSI Building Component 690469 P.Parke East Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Job Truss Truss Type i,Qty Ply Anastasia T9681031 10628T0 EJ01 Jack-Open 5 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:44 2016 Page 1 ID:bJQG2yxTVP3BUB_710VMeVywExl-DI7iJ?ngmOBoXw47nkcJaRF6CGddkPCCYxj94uySYPL I 1-8-0 1-8-0 Scale=1:13.4 7.00112 2 2x4 II 1 o ■ 1 1 immmi „.• _' _I 4 2x4 I I 3 I 1-8-0 1-8.0 I l LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a ria BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1.8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 4=60/0-3-8,2=43/Mechanical,3=17/Mechanical Max Horz 4=45(LC 12) Max Uplift 4=-4(LC 8),2=-30(LC 12),3=-20(LC 12) Max Gray 4=60(LC 1),2=46(LC 17),3=29(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. A WARNING-Verily deslyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1003/2015 BEFORE USE m' Design valid for use only vAlh Mlek&connectors.1Ns design Is based only upon parameters shown.and Is for an IndMdual banding component.not a truss system.Before use,the building designer must verily the appllcabllity of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Addibnal temporary and permanent bracing B always required for stability and to prevent collapse with possible personal I nfery and property damage. For general guidance regarding the Parke Blvd.fabri fabrication.storage,delivery,erection and bracing of trusses and truss systems.soeANSI/1P11 Qualify Criteria,DSB-89 and S6904East CSI Building Component [ 33610 Safety Information avdlable from Truss Plate Institute. 69P.Parke Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. _ _ __. __ • Job Truss Truss Type Qty Ply Anastasia T9681032 10628T0 ,EJ02 Jack-Open 2 1 I .Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:45 2016 Page 1 ID:bJQG2yXTVP3BU62 7fOVMeVywExl•hyhSWLoSXiJf94eJLR7Y7foHlgzdTsSLnbSicLySYPK I 200 2.0-0 Scale=1:14.4 7.00(12 12x4 11 1 N N 1 - i. , 4 M. 2x4 II 3 0-3-0. 2-0-0 10-3.0' 1-g0 — — LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 4 >999 240 i 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 Incr YES WB 0.00 Horz(TL) -0.01 2 n/a ri/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS ! Weight:8 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. REACTIONS. (lb/size) 4=74/0-3-8,2=52/Mechanical,3=21/Mechanical Max Horz 4=51(LC 12) Max Uplift 4=-4(LC B),2=-34(LC 12),3=-21(LC 12) Max Gray 4=74(LC 1),2=55(LC 17),3=36(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load o1 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)4,2,3. • , till.A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF 7473 rev.19/0312015 BEFORE USE Design valid for use only with Mi1ekta connectors.This design is based only upon rxrameters shown,and is for an ksdlvkAx9 building component,not a truss system.Before use,the buNdng designer must verify the oprAlcablity of deslpn 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 p osrL a personal Ytlrry and property damage. For general guidcrrce regarding the East Blvd. fabrication,,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DS8-06904 Parke 9 and SCSI Building Component Tampa. Et 0 Safety information available from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Job !Truss Truss Type Qty Ply Anastasia 79681033 10628T0 EJ03 Jack-Closed 20 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:45 2016 Page 1 ID;bJOG2yxTVP3BUB_7f0VMeVywExl-hyh5W LoSXiJf94eJLR7Y7foGbgyETsSLnbSicLySYPK 3-6-0I I 3-6-0 Scale=1:18.7 2x4 11 3 12 7.00 12 LPI MI n r 2x4 14 !lig i 11 • 1� 5 • 6 4 2x411 2x411 3-6-0 I 3-6-0 LOADING (psi) SPACING- 2-0-0 CSI. I DEFL. In (loc) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 1 Vert(LL) -0.00 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 I Vert(TL) -0.01 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-0 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. REACTIONS. (lb/size) 6=123/0-5-8,5=135/Mechanical Max Horz 6=75(LC 12) Max Uplift 5=-51(LC 12) Max Gray 6=123(LC 1),5=143(LC 17) 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=5.0pst;BCDL=5.Opsf;h=25ft;B=45ft;L=24lt;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. aparametersMIA WARNING-Verity design param .rs and READ NOTES ON THIS AND INCLUDED TEK REFERANCE PAGE A111-7473 row.10/032016 BEFORE USE. Design valid for use orgy with MITek©connectors.This design is based only upon parameters shown,and Is for an Individual txiiding comp onent.not a truss system.Before use,the building designer must verify the aDPllcabSty of design parameters and properly incorporate this design Into the overall MiTek' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Adcilik>nal temporary and permanent tracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,soeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6 69904 04 P,Park 33610 Safely Information available from Teas Plate Institute.218 N.Lee Street. Alexandria.312.Plexana.VA 22314. - - .--_ Job 'Truss Truss Type Qty Ply I Anastasia T9681034 10628TO EJ06 Jack-Open ,7 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:46 2016 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywEx1-98FTjhp410RW nEDVv9engsLLS4DsCJiVOFCF9nySYPJ 6.0-0 I 6-0-0 1 Scale=1:25.8 2 I 7.00 12 6 v Ll) r; 5 N d d 3x4 II 1 t R 4 3 3x4= 0-3-p 6-0-0 0-3-b 5-9-0 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.15 3-4 >452 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.45 Vert(TL) -0.16 3-4 >443 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.09 2 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=232/0-3-8,2=160/Mechanical,3=71/Mechanical Max Horz 4=117(LC 12) Max Uplift 4=-39(LC 12),2=84(LC 12),3=-44(LC 12) Max Gray 4=232(LC 1),2=160(LC 1),3=111(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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11-4 zone;cantilever left exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. A WARNING-Verily design parameter*and READ NOTES ON THIS AND INCLUDED M17EK REFERANCE PAGE ABI-7473 rev.10/03/2016 BEFORE USE. pg• Design vaiW for use only with Mitek&connectors.This design Is based only upon parameters shown.and Is for on indMdual building component not a truss system.Before use,the building designer must verify the applicability of design pacmeters and property Incorporate this design Into the overall MiTek" mays requiredfor stability Indicated and to prevto ent col t apse with dding tindividual possble personal!dory and properly menaguss web and/or chord membersonly. For generdlgrtickncee rreega�rding the Hent bracing i • fabrication,storage,delivery,erection and bracing of busses aid truss systems.see-ANSt/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate institute.218 N.Lee Street,Suite 312,Aloxatdrta.VA 22314. Tartpe,FL 33610 Job Truss Truss Type Qty Ply Anastasia I T9681035 :10628TO EJ07 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:47 2016 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-dKprxl pi3JZMO0ohTsAOC4tSuU W zxmxeFvxphDySYPI 6-8-0 I 6-8-0 Scale=1:34.0 2 7.00112 6 5 NN O 3x4 I r' 1 L. 1 4 6 1 4 3 Sx10 MT2OHS II 6-8-0 6.8.0 LOADING (psf) 1SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.13 3-4 >612 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.26 3-4 >293 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.36 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 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. REACTIONS. (lb/size) 4=258/0-5-8,2=181/Mechanical,3=77/Mechanical Max Horz 4=151(LC 12) Max Uplift 2=-99(LC 12) Max Gray 4=258(LC 1),2=168(LC 17),3=125(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=5.0psf;h=25ft;B=45ft;L=24it;eave=4f1;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-7-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. I A WARNING•Verify design perenneters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1,01-7473 rev.10032015 BEFORE USE. !1 I Design valid for use only with MllekSS 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 p rofxxty Incorporate this design Into the overall building design. &acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional terntxxcxy and permanent bracing 1 MiTek- k 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,erectioon and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-89 and ecst Building Component Safely Information available from truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria,VA 2'2314. Tampa.FL 33650 iJob Truss Truss Type Qty Ply Anastasia T9681036 10628T0 F01 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:48 2016 Page 1 ID:bJQG2yxTVP3BUB_710VMeVywEx1-5XMD8NgKgdi DOYNuOahFl HQcaundg30oTZhMDfySYPH 1.3.0_I 19.0 I I 1.2.0 {0-11.8 Scale=1:33.7 1.5x3= 4x6= 1.5x3 II 1.5x3 II 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 C; i N /A\ /Alb\ /A1111 : , .... -/AIL Allk. A. 24 : 23 22 21 20 19 18 17 16 15 0 13 4x6= 3x12 M18SHS FP= 4x6= 3x8= 1.5x3 I I 18-9-8 1-6-04.0.0 6-6-0 12-3-0 14-9-0 17-3-0 18_7_.881890 2_0-2-0 1 f 2-6-0 I 2-6-0 I 1-4-8 0-'1.8 1.4.8 1-6-0 i 2-60 2-6-0 `''9'0 I0-0-8 Plate Offsets(X,Y)-- 11:Edge,0-1-81,[2:0-1-12,Edgel,[12:0-1-8,Edgel,[17:0-1-8,Edgel,f 18:0-1-8,Edgel,[21:0-1-12,Edgel,[23:Edge,0-1-81 LOADING (psf) II 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) -0.30 18-20 >744 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.94 Vert(TL) -0.47 18-20 >475 240 M18SHS 244/190 BCLL 0.0 1 Rep Stress lncr YES I WB 0.65 Horz(TL) 0.08 14 n/a Na Weight:1061b FT=20%F,11%E BCDL 5.0 I Code FBC2014/TP12007 Matrix-S 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.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:18-20. REACTIONS. (lb/size) 23=1012/Mechanical,14=1172/0-3-8 Max Gray 23=1016(LC 3),14=1172(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-1010/0,1-2=-1028/0,2-3=-2552/0,3-4=-3482/0,4-5=-3829/0,5-6=-3829/0, 6-7=-3829/0,7-8=-3062/0,8-10=-1850/0 BOT CHORD 21-22=0/1940,20-21=0/3143,18-20=0/3777,17-18=0/3829,16-17=0/3519,15-16=0/2597, 14-15=0/1074 WEBS 1-22=0/1369,10-14=-1441/0,2-22=-1269/0,10-15=0/1085,2-21=0/851,8-15=-1046/0, 3-21=-822/0,8-16=0/652,3-20=0/472,7-16=-642/0,4-20=-410/0,7-17=-4/705, 4-18=-253/458,6-17=-327/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4) Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. o WARNING-Vor/fy deNyn paremoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rex.10/03/2015 BEFORE USE. Design valid for use only with Mllek�5+corrneckxs.This design is based only upon parameters shown,and Is for an kxflvkhlal building compxnent,not a buss system.Before see,the building designer must verify the applicability of design parameters and prop orly Incorporate this cfosign Into the overall M:f1 I leis• buldkv design. Bracing Indicated is to prevent buckling of indMdual truss web and/or chord members only. Aciciilknal temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the East Blvd.rcbrication•storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria, 6904 DSB-89 and SCSI Building Component Tampa.04 ParkeFE3st 0 Solely information available hon Teas Plate Institute.218 N.leas Sheet.Suite 312,Alexarldrla.VA 22314. I :Job Truss Truss Type Qty Ply Anastasia 79681037 1062810 F02 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries.Inc. Mon Oct 17 09:41:49 2016 Page 1 ID:bJQG2yxTVP3BUB._7f0VMeVywExl-a]wbMiryaxg4ehy4aHCUHVypaH8aPVCxiDQvm6ySYPG 1 1.3-0F--1-11.8 0-1 F(8 I Scale=1:34.2 4x6= 4x6= 4x6= 1.5x3 II 3x6= 3x6 FP= 4x6= 1.5x3= 2 3 4 5 6 7 8 9 10 11 i i .�rwr— rw wr �� —' !=I i1 23 I ca{I -' �— ..1 I I rAi i h --��L��L I' 1— N'', , 1 22 21 20 19 18 17 16 15 14 13 4x6= 4x6 3x12 M18SHS FP= 3x8= 4x6= 4x6= 11-2-8 10-2.0 _ _. _10+12 11r4-0 20.5.8 I 10-2-0 0-0-12 0-44 9-1-8 0-11-12 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[6:0.1.8,Edge],[11:0-1-8,Edgel,[16:0-3-8,Edge],[17:0-1-8,Edge],[22:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. ( DEFL. in (hoc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.35 16-17 >689 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.55 16-17 >441 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.09 12 n/a rVa Weight:108 Ib FT=20%F,11%E BCDL 5.0 Code FBC2014/TPI2007 Matrix-S LUMBER- BRACING- TOP CHORD 2x4 SP No.1(Ilat)*Except' TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, 9-11:2x4 SP No.2(tlat) except end verticals. BOT CHORD 2x4 SP No.1(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12-18:2x4 SP SS(flat) WEBS 2x4 SP No.3(tlat) REACTIONS. (lb/size) 22=1111/Mechanical,12=1105/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1105/0,11-12=-1100/0,1-2=-1135/0,2-3=-2860/0,3-4=-3975/0,4-5=-4602/0, 5-6=-4602/0,6-7=-4596/0,7-8=-3977/0,8-10=-2858/0,10-11=-1137/0 BOT CHORD 20-21=0/2147,19-20=0/3546,17-19=0/4379,16-17=0/4602,15-16=0/4378,14-15=0/3547, 13-14=0/2145 WEBS 1-21=0/1512,2-21=-1407/0,2-20=0/991,3-20=-954/0,3-19=0/596,4-19=-563/0, 4-17=-130/685,5-17=-332/8,11-13=0/1468,10-13=-1402/0,10-14=0/992,8-14=-957/0, 8-15=0/599,7-15=-558/0,7-16=-133/668,6-16=-312/2 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3-)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. a WARNING-Willy design parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE Design vdkl for use only with MtIek3E connectors.ibis design is based only urxm parameters shown,and is for an Ir dividual bolding component,not a a Buss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this desktn Into the overall building design. Bracing indicated Is to prevent buckling of Individual tnas web and/or chard members only. Additional temporary and permanent bracing MiTeke • Is always required for stability and to prevent collapse with possible personal'nary and property damage. For general guidance regarding the East Blvd. fabrIcatkm,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PN Quality Criteria,DSB 6904 -89 and SCSI Budding Component Tampa.04 Parke 33610 Safely Information available from TrussRale ate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply Anastasia 19681038 10628T0 F03 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:50 2016 Page 1 I D:DJQG2yxTVP3BUB_7f0VMeVywExl-2VU_Z2sbLEyxFrXG8?jjgiVzrhV68?r4xtATIYySYPF I____—______I 1-3-0I 1-11-0 110 I Scale=1:27.1 3x6= 1.5x3 II 3x6 FP= 4x6= 14x6= 2 3 4 5 6 7 8 9 o 3 111'11MrnM7 N N ' . N / ' . ../. 1; N • • s • Y 19 18 17 16 15 14 13 12 11 10 4x6= 3x8 MT2OHS FP= 4x6= 10-1-12t 11.2-0 , 16-6-8 l 10-1-12 1-0-4 5.4.8 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[14:0-1-8,Edge1.[19:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.27 14-15 >729 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74Vert(TL) -0.41 14-15 >475 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES i WB 0.57 Horz(TL) 0.05 10 n/a ilia BCDL 5.0 Code FBC2014lfP12007 I _ Matrix-S iii Weight:88 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purlins, 1-7:2x4 SP No.1(flat) except end verticals. BOT CHORD 2x4 SP No.2(tlat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-16:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 19=896/Mechanical,10=896/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-891/0,9-10=-895/0,1-2=-894/0,2-3=-2165/0,3-4=-2870/0,4-5=-2834/0, 5-6=-2834/0,6-8=-2170/0,8-9=-891/0 BOT CHORD 17-18=0/1680,15-17=0/2639,14-15=0/3014,13.14=0/2834,12-13=0/2834,11-12=0/1662 WEBS 1-18=0/1190,2-18=-1094/0,2-17=0/674,3-17=-659/0,3-15=0/321,4-14=-423/220, 9-11=0/1186,8-11=-1072/0,8-12=0/707,6-12=-942/0,6-13=0/304 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. • a WARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED MRTEK REFERANCE PAGE M0.7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with MI kekili connectors.this design is/:rased oNy upon parameters shown.and is for an Individual buldksg component.not a truss system.Before use,the building designer must verify the applk:abiity of design parameters and properly hcorporale this design into the overall M�Tek- bulding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members or4y.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possble personal k*sy and property damage. For general guidance regarding the Parke East BNd. tabrIcatkn,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/tP11 QuatiFL ly Criteria,DSB-89 and BCSI Buldtn9 Component 690469 P. East • Soley Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. _.. Job Truss Truss Type Oty 1Ply I Anastasia T9681039 1062810 F04 (Floor 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:51 2016 Page 1 ID:bJOG2yxTVP3BUB_710VMeVywExl-W 62MnOsD6Y4ot?6Tii EyNw25A5gFtRxE9XvOq._ySYPE 2-0-8 011,1 8 1.3-0 I Scale=1:27.9 3x6= 4x6= 4x6= 1.5x3 II 3x6 F P= 1.5x3= 1 2 3 4 5 6 7 8 9 N' S7 c 20 q c .k.N.,. 14 13 1 12 11 ii 4x6= 3x8 MT2OHS FP= 3x6= 4x6= 10-2-8 10/?-411-3-811c5-0 16.9.8 I 10.2 8 0- •12 1-0-4 0.1 8 5.4-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8L[6:0-1-8,Edge],[9:0-1-8,Edge],[13:0-1-8,Edge],[14:0-1-8,Edge],[19_Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.31 14-15 >643 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.81 Vert(TL) -0.47 14-15 >423 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:89 lb FT=20%F,11%E • LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-7:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2(flat)*Except* 10-16:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 19=910/Mechanical,10=904/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-905/0,9-10=-905/0,1-2=-909/0,2-3=-2208/0,3-4=-2945/0,4-5=-2924/0, 5-6=-2924/0,6-8=-2213/0,8-9=-908/0 BOT CHORD 17-18=0/1710,15-17=0/2698,14-15=0/3097,13-14=0/2924,12-13=0/2915,11-12=0/1686 WEBS 1-18=0/1211,2-18=-1113/0,2-17=0/693,3-17=-681/0,3-15=0/344,4-15=-260/0, 4-14=-419/242,9-11=0/1171,8-11=-1082/0,8-12=0/733,6-12=-990/0,6-13=0/317 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. A WARNING-Verify dadgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 6111-7473 rim 10/93/2015 BEFORE USE. pa 1 Desi{ln valid for use only with Mileke conrnectors.this design is based only upon parameters shown,and Is for an krdlvWrxi Ian Wlnrt component,not a taus system.Before use,the bulking designer must verify the applicablity of design parameters and properly incorporate this design into the overall MEW'design. Bracing Indicated Is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the East Blvd.fabdcation,storage,delivery,erection and bracing of trusses(Ind MSS systems,seeANSI/IP11 Quality Criteria.DSB-89 and SCSI Building Component 69046 P.ParkeF33610ast `' Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. j Job Truss Truss Type Qty Ply Anastasia 79681040 • i 10628T0 FG02 HALF HIP GIRDER 1 2 Job Reference(optional)_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:52 2016 Page 1 I D:bJ0G2yxTV P3BUB_7f0VMeVywExl-__Ick_ktrtsCIV9MFP1 Bv7aLhV99cotNOBfaMRySYPD 2-0-8 3 5 8 7-3-211.4-4 2.0-8 1-5.0 i 3-9-10 I 4.1-2 Scale=1:19.8 3 ' 2x4 II • 7.00 FIF 4x5- J 2 4x5= 4x12= IT 4x5 . 7,x10= 5 6 r, 1 e 10101111111 S' v ' 101.41! 10 9 4x5= 8 5x12= p 4x10= 7 it 2x4 II 2x4 11 2-0-8 3-5-8 7.3-2I 11-4-4 I 2-0-8 I 1-5.0 i 3.9-10 4-1-2 Plate Offsets(X,V)-- 14:0-5-8,0-2-12],18:0-3.8,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toe) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.07 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.19 8-9 >716 240 BCLL 0.0 ' Rep Stress lncr NO WB 0.98 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.04 8-9 >999 240 Weight:124 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=1726/0-2-12,11=1228/0-5-8 Max Horz 11=142(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1306/0,4-5=-4061/0,5-6=-4304/0,6-7=-1646/0,1-11=-1207/0 BOT CHORD 9-10=0/3592,8-9=0/4304,7-8=0/322 WEBS 5-9=-459/0,5-8=-1100/0,6-8=0/4119,1-10=0/1152,2-10=0/1333,4-10=-3026/0, 2.4=-1368/0 NOTES- 1) OTES1)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=101 mph;TCDL=5.Opsf;BCDL=3.Opsi;h=25ft;B=451t;L=241t;eave=4it;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-3-12,interior(1)3-3-12 to 11-2-8 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 at joint(s)7. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,4-6=-320,7-11=-10 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mrl-7473 rev.103/2015 BEFORE USE Design valid for use only wlth Wield)connectors.this design is based only upon parameters shown,and is for an Individual Wilding component,not ' a truss system.Before use,the building designer must verily the apF4icalDIN of design prameters and properly Incorporate this design into the overall Wel( building Bracing Indicated is to prevent bucks g of individual truss web and/or chord members only Acialikxxll temporary and permanent bracing is always recluked for stability and to prevent collapse with possible personal Ir*ry and property damage. For general guldcnce regarding the e EastBlvd. tl fabrication,storage.delivery.erection and bracing of trusses and truss systema 6904 ParkseeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 P-rk Eas Safely Information avallce from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. i Job Truss Truss Type lOty Ply Anastasia 79681041 10628T0 FG03 FLOOR 1 I 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:52 2016 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-_Ick_ktrtsCN9hf FPIBv7a0gV8cc1 BNOBfaMRySYPD 5-0-8 5-0-8 2 2x4 I I Scale=1:10.1 1 3x6- I ----------------------_ _ u THD46 TH046 4 5 4 2x4 I x6= 5.0-8 1 5-0-8 Plate Offsets(X,V)-- 11:0-2-8,0-1-81,13:0-2.8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.06 3-4 >880 360 MT20 244/190 1 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(TL) -0.10 3-4 >555 240 BCLL 0.0 Rep Stress Ina NO I WB 0.00 i Horz(TL) 0.00 3 Na Na Weight:551b FT=20% BCDL 5.0 Code FBC20141TPI2007 Matrix-MS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-8 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) 4=1007/Mechanical,3=1287/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-12 from the left end to 3-10-12 to connect truss(es)to front face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,3-4=-10 Concentrated Loads(Ib) Vert:5=-886(F)6=-886(F) imit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE Design valid for use only wilh Mtleic connectors.This design is timed only upon p.xaneters shown.and Is for an IndMdua txiuding component,not a truss system.Before use,the building designer must verity the appttcabIlty of design parameters and properly Incorporate this design Into the overall Mil*" building design. Bracing Indicated is to prevent budding of Irdividud truss web and/or chord members only. Additional termxrary and permanent bracing Is always required for stability and to prevent collapse with possible personal ini ry and properly damage. For general guidance regarding the Parke East Blvd. fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/lPll Cud6904 Cuddly Criteria,DSB-89 and SCSI Building Component 6904 P. Et B Safety Information avciable from Truss ate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply Anastasia T9681042 10628T0 FG04 FLOOR 1 2 ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:53 2016 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-SUA6C4uTe9KW6JGrp7GQSL7W 1vVRLIGXdrO7vtySYPC 3-2-13 6.2-3I 9-1-8 I 11-1-8 , 13-10-12 16-8-0 20-5-8 3-2-13 2-11-5 2-11-5 2-0-0 2-9-4 2-9-4 3-9-8 Scale=1:34.5 4x5= 4x5= 2x4 I I 2x4 I 3x6= 4x5= 4x5= 4x10= 14x10= 2 3 4 5 6 7 8 9 I-t -�r-------- --4T----2--___------ Sl QI� __________1,....__________::::::_ff 17 16 15 14 13 12 11 g 3x4 II 4x10= 8x10= 4x5= 4x5= 4x5= 7x10= 3x6 II THD26-2 3-2-13 { 6-2-3 i 9-1-8 i 11-1-8 I 13-10-12 16-8-0 I 20-5-8 3-2-13 2-11-5 2-11-5 2-0-0 2-9-4 2-9-4 3-9.8 Plate Offsets(X,Y)-- [10:0-2-12,0-0-12],[11:0-3-8,0-4-0],[15:0-4-8,0-4-8],[16:0-3-8,0-2.0] LOADING (psf) I SPACING- 2-0-0 I CSI. DEFL. in (loo) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.40 13 >605 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 i Vert(TL) -0.62 13 >390 240 BCLL 0.0 Rep Stress Ina NO WB 0.78 I Horz(TL) 0.04 10 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:220 lb FT=20% LUMBER- - BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, BOT CHORD 2x6 SP No.2'Except' except end verticals. 10-15:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except' 9-11:2x4 SP No.2 REACTIONS. (lb/size) 17=1289/Mechanical,10=1926/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1151/0,1-2=-3360/0,2-3=-5603/0,3-4=-7092/0,4-5=-7092/0,5-7=-7092/0, 7-8=-7294/0,8-9=-5767/0,9-10=-1645/0 BOT CHORD 15-16=0/3360,14-15=0/5717,13-14=0/7092,12-13=0/7294,11-12=0/5767,10-11=0/442 WEBS 1-16=0/3270,2-16=-1043/0,2-15=0/2371,3-15=-759/0,3-14=0/1805,4-14=-273/0, 7-13=-845/192,7-12=-255/0,8-12=0/1616,8-11=-767/0,9-11=0/5506 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)Ali loads are considered equally applied to all plies,except it 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)The Fabrication Tolerance at joint 6=20% 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)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 16-8-0 from the left end to connect truss(es)to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-9=-100,10-17=-10 Concentrated Loads(Ib) Vert:11=-997(F) a WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED M?TEK REFERANCE PAGE 487.7473 rev.1003/2015 BEFORE USE. KO. L Design valki for use only with MilekS connectors.This design is based only upon parameters shown,and Is for an bdMdual txiiding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall bulking design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal initay and property damage. For general guldatce regarding the Parke East BNd. Tampa,Parke fabrication.storage.delivery,erection and tracing of trusses and truss systems,seeANSI/IPI1 Quality 6904 ty Criteria,OSB-89 and SCSI Building Component 60433610 Safety information available from Truss Plate InstthAe.218 N.Lee Street.Suite 312.Alexandria,VA 22314. _ _ ___. Job Truss Truss Type Oty 1Ply Anastasia T9681043 110628T0 FG06 1 Half Hip Girder 1 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:54 2016 Page 1 ID:bJQG2yxNP3BUB_710VMeVyWExl-wgkUPQv5PTSNkTr2Ngof YggIIwZ4ljg5V8gRJySYPB I 2.0-0 1 3-5.8 7-6.8 I 11-7-8 2-0-0 1-5-8 4-1-0 0 2x4 II Scale=1:20.7 4 I 7.00 FF 4x5 i 4x5= 4x6=I 7x10= g 7 1 4x5 G 3 o I n ^ 2 I . / lt(-t,'N 1 N 114x5= 10 18 17 9 4x6= 18 8 7x6= JUS24 JUS24 JUS24 355 11 THD28-2 THD28 4x10 II 2-0-0 3-5-8 7-6-8 i 11-7-8 11.107 8 2-0-0 15.8 4-1.0 4-1-0 0-3-0 Plate Offsets(X,Y)-- [1:0-5-0,0-0-121 15:0-5-8,0-2-01 17:0-2-12,0-2-01 19:0-2-12,0-2-01,110:0-3-0,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.03 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(TL) -0.09 9-10 >999 180 BCLL 0.0 ' Rep Stress Inco NO I WB 0.83 Horz(TL) 0.01 8 n/a Na BCDL 5.0 Code FBC2014/TPI2007 j Matrix-MS Weight:169 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 2x8 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=2020/0-5-8,8=2128/0-3-8 Max Horz 1=86(LC 25) Max Gray 1=2020(LC 1),8=2956(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2339/0,5-10=0/1409,5-6=-3452/0,6-7=-3262/0,7-8=-1835/0 BOT CHORD 1-11=0/1908,10-11=0/3305,9-10=0/3262 WEBS 6-10=-227/667,6-9=-1097/0,7-9=0/3484,3-11=0/1270,5-11=-2389/0,3-5=-1807/0 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:2x8-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=3.Ops1;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(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 20.0psf 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)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. 9)Use USP THD28-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 3-7-8 from the left end to connect truss(es)to back face of bottom chord. 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2.0-0 oc max.starting at 5-6-12 from the left end to 9-6-12 to connect truss(es)to back face of bottom chord. 11)Use USP THD28(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 11-5-12 from the left end to connect truss(es) to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on Daae 2 I mi. Q WARNING-Verily design paremefers and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MU-7473 rev.10/032015 BEFORE USE. Design valid for use only with MilekS)connectors.Ibis design is tined only upon parameters shown,and Is for an Indivki al building component.not a truss system.Before use,the building designer must verity the ap pticabON of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual Buss web and/of chord members only. Additional temporary and permanent tracing I MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. to flcnxral i-Rrkknce regarding the Prke Et Blvd.B fabrication,storage,delivery,erection and bracinged truss6904aas of trusses ap systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Bonding Component 6904 P.rs East 0 Safety Information avallabie on Truss Plate Institute.218 N.Lee Street,Stale 312.Alexandria.VA 22314. Job Truss Truss Type — Oty Ply Anastasia T9681043 10628T0 FG06 Half Hip Girder 1 2 IJob Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:55 2016 Page 2 I D:bJOG2yxTVP3BUB_7f0VMeVywExl-011tcmwjAnaEMc PEVJuXICrPiGopCzg49tEzmySYPA LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-4=-100,5-7=-210,8-12.10 Concentrated Loads(lb) Vert:8=-292(B)9=-88(B)16=-1430(B)17=-88(B)18=-88(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1.4=-80,5-7=-190,8-12.10 Concentrated Loads(Ib) Vett:8=-890(B)9=-296(B)16=-1225(B)17=-296(B)18=-296(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-4=-20,5-7=-130,8-12=40 Concentrated Loads(Ib) Vert:16=-800(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-4=3,5-7=-82,8-12=-6 Horz:1-4=-13,4-5=-11,5-6=48 Concentrated Loads(Ib) Vert:16=18(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=10,5-7=-82,8-12=-6 Horz:1-4=-20,4-5=-26,5-6=-38 Concentrated Loads(Ib) Vert:16=18(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=40,5-7.131,8-12.10 Horz:1-4=10,4-5=31,5-6=1 Concentrated Loads(Ib) Vert:16=22(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-4=-10,5-7=-131,8-12=-10 Horz:1.4=-10,4-5=-4,5-6=1 Concentrated Loads(Ib) Vert:16=22(B) 8)Dead+0.6 MWFRS Wind(Pos.internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Veil:1-4=19,5-7=-91,8-12=-6 Horz:1.4=-29,4-5=-34,5-6=-29 Concentrated Loads(Ib) Vert:16=18(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-4=8,5-7=-102,8-12=-6 Horz:1-4=-18,4-5=-24,5-6=-18 Concentrated Loads(Ib) Veil:16=18(B) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-4=-21,5-7=-131,8-12=-10 Horz:1-4=1,4-5=6,5-6=1 Concentrated Loads(Ib) Veil:16=22(8) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-4=-21,5-7=-131,8-12=-10 Horz:1-4=1,4-5=6,5-6=1 Concentrated Loads(Ib) Veil:16=22(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pif) Vert:1-4=-20,5-7=-130,8-12=-10 Concentrated Loads(Ib) Vert:8=-1089(B)9=365(B)16=-611(B)17=-365(B)18=-365(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(pit) Vert:1-4=-88,5-7=-191,8-12=-10 Horz:1-4=8,4-5=23,5-6=1 Concentrated Loads(Ib) Vert:16=-93(B) 14)Dead+0.75 Root Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 nntimrad nn nane 3 p V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.1093l2015 BEFORE USE. Design valid for use only with Mllek1 connectors.Bis design is based only upon parameters shown,and is for an individual Wilding component,not a truss system.Before use.the building designer must verify the aprrllcabltty of design parameters and properly incorporate this design into the overall briding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chard members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal idrry and property damage. for general guidaae regarding the Parke East Blvd. Truss fabrication,storage.delivery,erectton and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Bulling Component Tampa.5804 4 Park 33610 Safely Information avcilable from Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type I Qty Ply Anastasia T9681043 10628T0 FG06 Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville.Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:55 2016 Page 3 ID:bJQG2yxTV P3BUB_7f0VMeVywExl-OtltcmwjAnaEMcPExYJuXICrPiGopCzg49tEzmySYPA LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-73,5-7=-191,8.12=-10 Horz:1-4=-7,4-5=-3,5-6=1 Concentrated Loads(Ib) Vert:16=-93(B) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-81,5-7=-191,8-12=-10 Horz:1-4=1,4-5=5,5-6=1 Concentrated Loads(lb) Vert:16=-93(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:1-4=-81,5-7=-191,8-12=-10 Horz:1-4=1,4-5=5,5-6=1 Concentrated Loads(Ib) Vert:16=-93(B) 17) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-100,5-7=-130,8-12=-10 Concentrated Loads(Ib) Vert:8=-292(B)9=-88(B)16=-1430(B)17=-88(B)18=-88(B) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p11) Vert:1-4=-20,5-7=-210,8-12=-10 Concentrated Loads(Ib) Vert:8=-292(B)9=-88(B)16=-1430(B)17=-88(B)18=-88(B) 19)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-80,5-7=-130,8-12=-10 Concentrated Loads(Ib) Vert:8=-890(B)9=-296(B)16=-1225(B)17=-296(B)18=-296(B) 20)4th Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-20,5-7=-190,8-12=-10 Concentrated Loads(lb) Vert:8=-890(B)9=-296(B)16=-1225(B)17=-296(B)18=-296(B) 21)Reversal:Dead+0.6 MW FRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=3,5-7=-82,8-12=-6 Horz:1-4=-13,4-5=-11,5-6=-38 Concentrated Loads(Ib) Vert:16=-692(B) 22)Reversal:Dead+0.6 MW FRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=10,5-7=-82,8-12=-6 Horz:1-4=-20,4-5=-26,5-6=-38 Concentrated Loads(Ib) Vert:16=-692(B) 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=-30,5-7.131,8-12=-10 Horz:1-4=10,4-5=31,5-6=1 Concentrated Loads(Ib) Vert:16.688(B) 24)Reversal:Dead+0.6 MW FRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 • Uniform Loads(plf) Vert:1-4=-10,5-7=-131,8-12=-10 Horz:1-4.10,4-5=-4,5-6=1 Concentrated Loads(Ib) Vert:16=-688(B) 25) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=19,5-7=-91,8-12=-6 Horz:1-4=-29,4-5=-34,5-6.29 Concentrated Loads(lb) Vert:16=-692(B) 26)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=8,5-7=-102,8.12=-6 Horz:1-4=-18,4-5=-24,5.6=-18 Concentrated Loads(Ib) Vert:16=-692(B) 27) Reversal:Dead+0.6 MW FRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continirerf on nage 4 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9411.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekH connectors.IIss design Is based only upon parameters shown,arnd Is for an kntiNdual building component.not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly Incorrxeate this design into the overall MU*"design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stahlity and to prevent collapse with possible personal kstay and property damage. For general guidance regarding the EBlvd.fcbricafabrication.storage,delivery.erection and tracing of trusses and truss systems.seeANSI/TPI I Quality Criteria, East eria,DSB-89 and BCSI BuBding Component Tampa,904 ParkeFEast Sdely Information mailable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. ;Job Truss Truss Type Qty Ply Anastasia T9681043 10628T0 FG06 Half Hip Girder 1 2 Job Reference(optionalL �— Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:55 2016 Page 4 I D:bJQG2yxTV P3BU8_7f0VMeVywExl-OtItcmwjAnaEMcPExYJuXICrPiGopCzg49tEzmySYPA LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-21,5-7=-131,8-12=-10 Horz:1-4=1,4-5=6,5-6=1 Concentrated Loads(Ib) Vert:16=-688(B) 28)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-21,5-7=-131,8-12.10 Horz:1-4=1,4-5=6,5-6=1 Concentrated Loads(lb) Vert:16=-688(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:1-4=-88,5-7=-191,8-12=-10 Horz:1-4=8,4-5=23,5-6=1 Concentrated Loads(Ib) Vert:16=-1119(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:1-4=-73,5-7=-191,8-12=-10 Horz:1-4=-7,4-5=-3,5-6=1 Concentrated Loads(lb) Veil:16=-1119(B) 31)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=-81,5-7=-191,8-12=-10 Horz:1-4=1,4-5=5,5-6=1 Concentrated Loads(Ib) Vert:16=-1119(B) 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(pit) Vert:1-4=-81,5-7=-191,8-12=-10 Horz:1-4=1,4-5=5,5-6=1 Concentrated Loads(Ib) Vert:16=-1119(B) 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MB•7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use oily with Milekts connectors.Ibis design Is based only upon p:xumeters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verity the as KAcobilty of design parameters and properly incorporate this design Into the overall building design. Bracing hndlcated is to prevent buckling of Indlvkknl tans web and/or chord members only. Additional temporary and permanent bracing Milek• Is always required for stability and to prevent collapse wtth possible personal Wry and property damage. For general guidance regarding the Parke EBlvd.fabrication,fabrication,L storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Gaily 6904East Criteria,DSB-89 and BCS(Building Component Tampa.04 FL 33610 asi Safety Information available Born Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria VA 22314. ___ _� Job Truss Truss Type Oty Ply Anastasia T9681044 10628T0 FG07 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:55 2016 Page 1 lD:bJOG2yxTVP3BU B710VMeVywExl-OtItcmwjAnaEMcPExYJuXICvDiGopCJg49tEzmySYPA 1 5-5-12 9-1-8 11-1-8 14-11-12 20-5-8 I 5-5-12 I 3.7.12 I 2-0-0 3-10-4 I 5-5-12 Scale=1:34.7 2x4 II 4x5= 4x5= 3x6-= 2x4 II 4x5= 4x6= 2 3 4 5 6 7 1 ¢ i Y wi. L✓1 MIeI c 14 13 12 11 10 94 g 2x4 II 4x5= 4x5= 4x6= THD26.2 2x4 II 4x5= 5-5-12 9-1-8 11-1-8 14-11.12I I 20-5-8 5-5-12 I 3-7-12 2-0-0 3-10.4 5-5-12 Plate Offsets(X,Y)-- [7:0-2-4,0.2-01,[9:0-2-4,0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.13 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 j BC 0.52 Vert(TL) -0.21 9-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 l Matrix-MS Weight:239 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=1250/Mechanical,8=1500/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1179/0,1-2=-2623/0,2-4=-3512/0,4-5=-3512/0,5-6=-3512/0,6-7=-3298/0,7-8=-1425/0 BOT CHORD 12-13=0/2623,11-12=0/3512,9-11=0/3298 WEBS 1-13=0/2681,2-13=-977/0,2-12=0/1220,4-12=-269/0,6-11=-225/450,6-9=-629/0,7-9=0/3392 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)The Fabrication Tolerance at joint 3=20%,joint 10=20% 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)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 15-0-0 from the left end to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-100,8-14=-10 Concentrated Loads(Ib) Vert:9=-532(B) 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/932016 BEFORE USE Design valid for use only with Mlloktt connectors.This design Is based only upon parameters shown.and Is for an Individual building t 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 irxdlvldalal truss web and/or chord members only.Additional temporary and permanent bracing M iTek, is always required for stability and to prevent collapse with possible personal hluy and property damage. for general gukiance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see.ANS1/WPt I Quality Criteria,DSB-$9 and BCSI Butidtng Component I 6904 Parke East Blvd. Safety Information available from buss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type !Ory 'Ply I Anastasia I I T9681045 10628T0 FG08FLOOR 1 _ _ _ 2 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:56 2016 Page 1 ID:bJQG2yxTVP3BUB.7f0VMeVywExl-s3rFg6wtx4i5zm_QUFg74z1616f5YkPzJpdnVCySYP9 4-11-12 9.1-8 11-1-814-11-12 ) 16-9-8 I 4-11-12 { 4-1-12 2.0.0 3-10-4 1-9-12 Scale=1:28.4 2x4 I I 2x4 II 3x6= 4x5= 4x5= 4x5= 24x5= 3 4 5 6 7 OI J I [. o 11:1 E/1:10 13 12 11 10 94x5= g 2x4 II 8x10= 4x5= 4x5= THD26-2 2x4 II 4-11-12 9-1-8 I 11-1-8 14-11-12 I 16-9-8 1 4-11-12 I 4-1-12 2-0-0 3-10-4 1-9-12 Plate Offsets(X,Y)-- 112:0-5-0,0-4-81 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud I PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.06 11-12 >999 360 I MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.32 Vert(TL) -0.09 11-12 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.01 8 Na Na BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:201 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 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. (Ib/size) 13=967/Mechanical,8=1433/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-921/0,1-2=-175110,2-3=-2101/0,3-4=-2101/0,4-6=-2101/0,6-7=-1149/0,7-8=-1360/0 BOT CHORD 11-12=0/1800,10-11=0/2101,9-10=0/1149 WEBS 1-12=0/1820,2-12=-656/0,2-11=0/589,4-10=-330/0,6-10=0/1068,6-9=-798/0,7-9=0/1731 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)The Fabrication Tolerance at joint 5=20% 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)Use USP THD26-2(With 16d nails into Girder&10d nails Into Truss)or equivalent at 15-0-0 from the left end to connect truss(es)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-100,8-13=-10 Concentrated Loads(Ib) Vert:9=-584(F) V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE MO-7473 rev.1 aN3/2015 BEFORE USE. id• Design valid for use only with Mltekt)connectors.this design is based only upon parameters shown,and Is for an IndMdud building component,not a must system.Before use,the building designer must verify the applcabltly of design rxaameters and property Incorporate this design Into the overall priding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary a d permanent bracing MiTek- is always required for stability arid to prevent collapse with possible personal injury and property damage. For general guklanco regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSt/111 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avalabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss ITruss Type Qty Ply Anastasia • 19681046 10628T0 FG09 FLAT GIRDER 1 I L 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:58 2016 Page 1 ID:bJQG2yxTVP3BUB_7fOVMeVywExl-pSz?FnycTIypD48pcgsb9Oc1OpwKPOZMGm76ua4ySYP7 4.1.12I 6-9-12 I 10-1-4 13-4-12 i 16-0-12 20-2-8 i 4-1-12 2-8-0 3-3-8 3-3-8 2-8-0 4-1-12 Scale=1:34.2 5x6= 6x8= 3x6 I I 5x6= 1 2 3 17 4 5 18 6 7 8 e r e nn nn nn n nn I ° f nn mnn ° nn 0 nn rn Li 16 19 20 15 21 14 22 /3 23 12 24 pi 25 10 9 26 27 2x4 H NAILED NAILED NAILED NAILED 4x10 3x6 =NAILED NAILED NAILED NAILED 2x4 II NAILED NAILED , 4.1-12I 6-9.12 I 10-1-4 I 13-4-12 16-0-12 I 20-2-8 1 4-1-12 2-8-0 3-3-8 3-3-8 2-8-0 4-1-12 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.02 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(TL) -0.05 13-14 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.72 1 Horz(TL) 0.00 9 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix MS Wind(LL) 0.01 13-14 >999 240 Weight:274 lb FT=20% LUMBER- BRACING- TOP CHORD 2x8 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)15=0-3-8,11=0-3-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)16,9,15,11 Max Gray All reactions 250 lb or less at joint(s)except 16=554(LC 1),9=1440(LC 1),15=4369(LC 1), 11=5169(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-431/26,1-2=-1/691,2-3=-1317/19,3-5.-1498/30,5-6=-1498/30,6-7=0/1142, 7.8=-829/16,8-9=-1295/0 BOT CHORD 14-15=-691/1,13-14=-19/1317,11-13=-1142/0,10-11=-16/829 WEBS 1-15=-818/9,2-15=-3695/0,2-14=-25/2459,3-14=-1257/0,5-13=-1416/0, 6-13=-16/3042,6-11=3486/0,7-11=-2414/9,7-10=-356/160,8-10.9/810 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,2x8-2 rows staggered 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 it noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=A5ft L=2411;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise Indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)"This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,9,15,11. 10)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 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-8=-506,9-16=-10 Continued on oane 9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIN-7473 rev.10/03/2015 BEFORE USE. Design valid lot use only with Mllek6l connectors.this design Is based only upon Ixxomoters 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 kikxy and property damage. For general guidance regarding the East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss 6904FL us systems.seeANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component Tampa.04 Parke Est 0 ( SafelyInformationavcta ble hon Truss Plate Institute.218 N.Lee Sheet,Stile 312,Alexandria VA 22314. — _ ___ ___ j. Job Truss Truss Type Qty -Ply Anastasia T9681046 10628T0 FG09 FLAT GIRDER 1 _ 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:58 2016 Page 2 I D:bJOG2yxTV P3BUB_7fOVMeVywExl-pSz?FnycTiypD48pcgsb9OgOpwKPOZMGm76ua4ySYP7 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:14=-125(F)19=-125(F)20=-125(F)21=-125(F)22=-125(F)23=-125(F)24=-125(F)25=-125(F)26=-125(F)27=-125(F) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-8=-432,9-16=-10 Concentrated Loads(Ib) Vert:14=-109(F)19=-110(F)20=-109(F)21_109(F)22=-109(F)23=-109(F)24=-109(F)25=-109(F)26=-109(F)27=-109(F) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-8=-262,9-16=-30 Concentrated Loads(Ib) Vert:14=-79(F)19=-82(F)20=-79(F)21=-79(F)22=-79(F)23=-79(F)24=-79(F)25=-79(F)26=-79(F)27=-79(F) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-18,8-18=-33,9-16=-6 Concentrated Loads(lb) Vert:14=57(F)19=56(F)20=57(F)21=57(F)22=57(F)23=57(F)24=57(F)25=57(F)26=57(F)27=57(F) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-33,8-17=-18,9-16=-6 Concentrated Loads(lb) Vert:14=57(F)19=56(F)20=57(F)21=57(F)22=57(F)23=57(F)24=57(F)25=57(F)26=57(F)27=57(F) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-223,9-16=-10 Concentrated Loads(Ib) Vert:14=61(F)19=60(F)20=61(F)21=61(F)22=61(F)23=61(F)24=61(F)25=61(F)26=61(F)27=61(F) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-8=-223,9-16=-10 Concentrated Loads(Ib) Vert:14=61(F)19=60(F)20=61(F)21=61(F)22=61(F)23=61(F)24=61(F)25=61(F)26=61(F)27=61(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-51,9-16=-6 Concentrated Loads(Ib) Vert:14=57(F)19=56(F)20=57(F)21=57(F)22=57(F)23=57(F)24=57(F)25=57(F)26=57(F)27=57(F) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.8=-91,9-16=-6 Concentrated Loads(Ib) Vert:14=57(F)19=56(F)20=57(F)21=57(F)22=57(F)23=57(F)24=57(F)25=57(F)26=57(F)27=57(F) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-223,9-16=-10 Concentrated Loads(Ib) Vert:14.61(F)19=60(F)20=61(F)21=61(F)22=61(F)23=61(F)24=61(F)25=61(F)26=61(F)27=61(F) 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-223,9-16=-10 Concentrated Loads(Ib) Vert:14=61(F)19=60(F)20=61(F)21=61(F)22=61(F)23=61(F)24=61(F)25=61(F)26=61(F)27=61(F) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-8=-207,9-16=-10 Concentrated Loads(Ib) Vert:14=-63(F)19=-64(F)20=-63(F)21=-63(F)22=-63(F)23=-63(F)24=-63(F)25=-63(F)26=-63(F)27=-63(F) 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:1-8=-443,9-16=-10 Concentrated Loads(Ib) Vert:14=39(F)19=38(F)20=39(F)21=39(F)22=39(F)23=39(F)24=39(F)25=39(F)26=39(F)27=39(F) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-443,9-16=-10 Concentrated Loads(Ib) Vert:14=39(F)19=38(F)20=39(F)21=39(F)22=39(F)23=39(F)24=39(F)25=39(F)26=39(F)27=39(F) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-8=-443,9-16=-10 Concentrated Loads(Ib) Vert:14=39(F)19=38(F)20=39(F)21=39(F)22=39(F)23=39(F)24=39(F)25=39(F)26=39(F)27=39(F) 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(pit) Vert:1-8=-443,9-16=-10 Continued on oaae 3 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03!2015 BEFORE USE. Design valid for use only with Milek8 Connectors.lhfs damn Is based only upon txxa meters shown.and Is for(.41 individual building component,not , a truss system.Before use.the building designer must verify the applicability of design parameters and properly taogrxato this design Into the overall building design. Bracing Indicated Is to prevent heckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent colicgrse wtih possible personal injury and properly damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSl/TPIl QuaNty Catena,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Site 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss TTruss Type Qty I Ply Anastasia T9681046. 10628T0 FG09 FLAT GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:58 2016 Page 3 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-pSz?FnycTiypD48pcgsb90gQpwKPOZMGm76ua4ySYP7 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:14=39(F)19=38(F)20=39(F)21=39(F)22=39(F)23=39(F)24=39(F)25=39(F)26=39(F)27=39(F) 17)Reversal:Dead+0.6 MW FRS Wind(Pos.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-18,8-18=-33,9-16=-6 Concentrated Loads(Ib) Vert:14=-99(F)19=-99(F)20=-99(F)21=-99(F)22=-99(F)23=-99(F)24=-99(F)25=-99(F)26=-99(F)27=-99(F) 18)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-33,8-17=-18,9-16=-6 Concentrated Loads(lb) Vert:14=-99(F)19=-99(F)20=-99(F)21=-99(F)22=-99(F)23=-99(F)24=-99(F)25=-99(F)26=-99(F)27=-99(F) 19)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-223,9-16=-10 Concentrated Loads(Ib) Vert:14=-95(F)19=-96(F)20=-95(F)21=-95(F)22=-95(F)23=-95(F)24=-95(F)25=-95(F)26=-95(F)27=-95(F) 20)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-223,9.16=-10 Concentrated Loads(Ib) Vert:14=-95(F)19=-96(F)20=-95(F)21=-95(F)22=-95(F)23=-95(F)24=-95(F)25=-95(F)26=-95(F)27=-95(F) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-51,9-16=-6 Concentrated Loads(Ib) Vert:14=-99(F)19=-99(F)20=-99(F)21=-99(F)22=-99(F)23=-99(F)24=-99(F)25=-99(F)26=-99(F)27=-99(F) 22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-8=-91,9-16=-6 Concentrated Loads(Ib) Vert:14=-99(F)19=-99(F)20=-99(F)21=-99(F)22=-99(F)23=-99(F)24=-99(F)25=-99(F)26=-99(F)27=-99(F) 23) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-223,9-16=-10 Concentrated Loads(Ib) Vert:14=-95(F)19=-96(F)20=-95(F)21=-95(F)22=-95(F)23=-95(F)24=-95(F)25=-95(F)26=-95(F)27=-95(F) 24)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-223,9-16=-10 Concentrated Loads(Ib) Vert:14.95(F)19=-96(F)20=-95(F)21=-95(F)22=-95(F)23=-95(F)24=-95(F)25=-95(F)26=-95(F)27=-95(F) 25)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:1-8=-443,9-16=-10 Concentrated Loads(Ib) Vert:14=-121(F)19=-122(F)20=-121(F)21=-121(F)22=-121(F)23=-121(F)24=-121(F)25=-121(F)26=-121(F)27=-121(F) 26)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:1-8=-443,9-16=-10 Concentrated Loads(Ib) Vert:14=-121(F)19=-122(F)20=-121(F)21=-121(F)22=-121(F)23=-121(F)24=-121(F)25=-121(F)26=-121(F)27=-121(F) 27)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-443,9-16=-10 Concentrated Loads(lb) Vert:14.121(F)19=-122(F)20=-121(F)21=-121(F)22=-121(F)23=-121(F)24=-121(F)25=-121(F)26=-121(F)27=-121(F) 28) 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(pit) Vert:1-8=-443,9.16=-10 Concentrated Loads(ib) Vert:14=-121(F)19=-122(F)20=-121(F)21=-121(F)22=-121(F)23=-121(F)24=-121(F)25=-121(F)26=-121(F)27=-121(F) Q WARNING-Verily dasign paramatars and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MB-7473 rev.10/031201S BEFORE USE ' Design valid for use only with MI1el0 connectors.this design Ls based only upon parameters shown.and Is for an incdMdual hooding cornponent,not a truss system.Before use,the building designer must verify the applk:abiity of design parameters and properly Incorporate this design Into the overall buldingMiTek' design. Bracing Indicated is to prevent buckling of Individual Miss web and/or chord members only. Additional temporarybracing and permanent is always required for stability and to prevent collapse with possible personal k>irry and property damage. for general guidance regarding the fabrication,storage,deltvery,erection and bracing of trusses and truss systems,seeANSUlPl t Quality Criteria,DSB-89 and SCSI Building ComponentBlvd. 690469 P.Parke 33610e East Safely Information avaliabte tram Truss Plate institute-218 N.Lee Street.Suite 312,Alexaxida.VA 22314. Job Truss Truss Type Oty I Ply Anastasia 1 196810471 10628T0 FG10 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:58 2016 Page 1 ID:bJOG2yxTVP3BU B_7f0VMeVywExl-pSz?FnycTiypD48pcgsb90gTmwJC0kgGm76ua4ySYP7 I 3-5-0 I 3-5-0 1 3x4= 22x4 I Scale=1:14.6 El II ME .. i II EMI THD26 4 5 3 2x4 II 4x5= I 35-0 I 3-5-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 i Vert(LL) -0.01 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(TL) -0.02 3-4 >999 240 BCLL 0.0 Rep Stress!nor NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 i Code FBC2014/TP12007 I Matrix-MS Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=594/Mechanical,3=541/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 1-7-4 from the lett end to connect truss(es)to front face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pll) Vert:1-2=-100,3-4=-10 Concentrated Loads(Ib) Vert:5=-792(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND X✓CLUDED MREK REFERANCE PAGE MIl-7473 rev.1ON3R015 BEFORE USE lel Design valid for use only with MITek7 connectors.lhis design Is bused only upon rxzanreters shown.and Is for as Individual building component.not a tr ss system.Before use,the balding(kind er must verity the applicability of design parameters and property Incoiporato nes design Into the overall MiTek' building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional l temporaryrme y and permanent bracing Is always required tor stability and to prevent collapse with possbie personal Irifuy and property damage. fa general guidance regarding the t Blvd.rabrk:atkn,storage.delNery,erection and bracing of trusses and truss systems.seeANSI/1PI I Qualty Criteria,DSB-89 and BCSI Building Component Tampa. Parke 336East 0 Safety Information avdable from truss Plate Institute,218 N.Lee Street.Sulte 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply Anastasia T9681048 '1062810 FT01 FLOOR 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:41:59 2016 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-HeXNS7zE E?4fgEj?AONghbNSUJgh15vP?nrR6XySYP6 4-1-12 9-1-8 11-1.8I 13-4-12 + 20-2-8 4-1-12 I 4-11-12 2-0-0 2-3-4 6-9.12 Scale=1:34.2 2x4 II 2x4 II 3x6= 1 2 3 4 5 6 7 II•I j .1 I Rol 1 _._._._._._._._.____________________._..-------E11 i 14 /g 12 11 10 8 2x4 II 3x6= 2x4 II 4-1-12 9.1.8i 11-1-8 13-4-12 20-2-8 4-1-12 i 4-11-12 2-0-0 2-3-4 6.9.12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IC 0.96 Vert(LL) -0.04 11-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(TL) -0.07 11-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) -0.00 9 n/a 1Va BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:103 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 6-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-3-8 except(jt=length)14=Mechanical,8=Mechanical. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)except 14.208(LC 4) Max Gray All reactions 250 lb or less at joint(s)14 except 8=375(LC 11),13=1116(LC 11),9=783(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/409,2-3=-391/0,3-4=-391/0,4-6=-391/0,7-8=-340/0 BOT CHORD 11-13=-409/0,10-11=0/391 WEBS 1-13=-465/0,2-13=-822/0,2-11=0/809,3-11=-382/0,6-10=-161/437,6-9=-779/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 4x5 MT20 unless otherwise indicated. 3)The Fabrication Tolerance at joint 5=20%,joint 12=20% 4)Refer to girder(s)for truss to truss connections. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 208 lb uplift at joint 14. 7)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. • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 148.7473 rev.10/03/2015 BEFORE USE. I Mill Design valid for use only with M1lekIv Connectors.Ns design Is based only upon parameters shown,and is for an IndMduat building component,not a truss system.Before use,the bulking designer must verily the applicability o1 design rxrrameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of indMdual truss web and/or chord members only. Additional tempary and permanent txcring Wel( is always requked for stability and to prevent collapse with posstle personal Wry and property damage. For general guidance regardng the East Blvd. tabrlcatkxn,storage.delivery,erection and bracing of trusses and truss systems.see.ANSI/TPi1 Quality ty Criteria,DSB-89 and BCSI Building Component Tampa.04 ParkeFEat 0 Safety us Information available trorn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Job Truss Truss Type City Ply Anastasia T9681049 10628T0 FT02 FLOOR 1 1 Job Reference(optional) Budding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:00 2016 Page 1 ID:bJOG2yxTVP3BUB_710VMeVywExl-lg5mgTzs?JCW SOI Bj5u3EpwkjjvvUPW ZERb?ezySYP5 4.8.8 9-1-8 11-1-8 15-6-4 20-2-8 4-8-8 i 4-5-0 2-0-0 i 4-4-12 + 4-8-4 Scale=1:34.2 4x5= 2x4 II 2x4 II 3x6= 4x5= 4x10= 14x10= 2 3 4 5 6 7 1-, -I, E 8 0 0 �+ iilw I--- '.. .------------'-------------'----------'"--------- I f CI 14 13 12 11 10 9 8 2x4 II 4x10= 3x6= 4x5= 4x10= 2x4 II 4x5= 4.8.8I 9-1-8 11-1-8 I 15-6-4 I 20-2-8 4-8-8 4-5-0 2-0-0 4-4-12 4-8-4 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. In (lac) Ildefl Ud PLATES GRIP TCLL 40.0 ! Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.19 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.29 10-11 >821 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.04 8 Na n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:103 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=1095/Mechanical,8=1095/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1064/0,1-2=-1973/0,2-3=-2674/0,3-4=-2674/0,4-6=-2674/0,6-7=-1965/0,7.8=-1064/0 BOT CHORD 11-13=0/1973,10-11=0/2674,9-10=0/1965 WEBS 1-13=0/2102,2-13=-821/0,2-11=0/913,3-11=-295/0,4-10=-296/0,6-10=0/920,6-9=-823/0,7-9=0/2096 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 5=20%,joint 12=20% 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MifEN REFERANCE PAGE SIN-7473 rev.10/03/2015 BEFORE USE Design valid tor use only`ith tvtilekS)connectors.This design Is based only ut on pxxaneters shown,and Is for an Individual txrlding component,not MIR. a truss system.Before use,the balking designer must verity the ar licobility of design parameters and properly incorporate this design Into the overall btAdklg 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 Inky and property damage. For general guidance regarding the Parke East Blvd. P,Parke fcixlcatkxs,storage,delivery,erection and bracing of trusses and truss systems.seeANS!/IPI I Quality Criteria, 6904 DSB-89 and BCS!Building Component 6Eat 0 Safety Information available tram Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. ____a___ Job Truss Truss Type ;Qty Ply (Anastasia T9681050 10628T0 FT03 FLOOR 1 1 ,Job Reference(optional_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:00 2016 Page 1 ID:bJQG2yxTVP3BUB_7fOVMeVywExl-Ig5mgTzs?JCW SOIBj5u3EpwjejuFUURZERb?ezySYP5 4.8.8I 9-1-8 11-1-8 { 14.10.8 4-8-8 4-5-0 2-0.0 3-9-0 Scale=1:25.1 2x4 11 2x4 I 4x5= 1 45 2 4x5 3 4 5 :4 © a • 10 9 8 74 6 2x4 II 4x5= 4x5= 2x4 II 4.8.8I 9-1-8 i 11-1-8 I 14-10-8 4-8-8 4.5.0 20.0 3-9-0 I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.14 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 I BC 0.89 Vert(TL) -0.22 8-9 >787 240 BCLL 0.0 Rep Stress!nor YES i WB 0.69 1 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 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 4-3-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:6-7. REACTIONS. (lb/size) 10=802/Mechanical,6=802/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-782/0,1-2=-1357/0,2-3=-1253/0,3-4=-1253/0,4-5=-1253/0,5-6=-828/0 BOT CHORD 8-9=0/1357,7-8=0/1253 WEBS 1.9=0/1442,2-9=-500/0,4-7=-485/0,5-7=0/1433 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. Sirongbacks to be attached to walls at their outer ends or restrained by other means. 1i A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MY-741ar032015 BEFORE 73 rev. USE. Design vdki for use only with MITekTh connectors.This design is based only upon parameters shown,and is for an indMdud biding component,not a truss system.Before use,the building designer must verify the upplicabllty of design parameters and properly incorporate this design into the overall irking deign. Bracing indicated is to prevent buckling of individual truss web o nd/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 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems-seeANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 690469 P.Park F33610 Soley information(wettable from Truss Plate institute.218 N.Lee Street.Suite 312,Nexandrla,VA 22314. Job Truss Truss Type I Dly Ply Anastasia 79681051 10628T0 FT04 FLOOR 1 1 IJob Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:01 2016 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-D1 lBip__UmcKN4YtOHoQIn0SrQ7E0DutiT4KYBPySYP4 4-11.129.1.8 11-1-8 16-9-8 I 4-11-12 4-1-12 I 2-0-0 5-8-0 Scale=1:28.4 2x4 I I 2x4 I 3x6= 4x10= 4x5= 24x5= 3 4 5 6 I ISI CI V ' . DI 10 9 84x10= 11 2x4 II 2x4 II 6x6= 4x5= 4-11-12 9-1-8 11-1-8i 16.9-8 4-11-12 ' 4-1-12 2-0-0 5-8-0 Plate Offsets(X,Y)-- [1:0-2-0,0-2-01,18:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSL -I DEFL. in (loc) 1/defl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.16 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.24 9-10 >832 240 BCLL 0.0 Rep Stress lncr YES WB 0.87Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007L Matrix-MS Weight:85 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-10 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. REACTIONS. (lb/size) 11=908/Mechanical,7=908/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-880/0,1-2=-1580/0,2-3=-1777/0,3-4=-1777/0,4-6=-1777/0,6-7=-881/0 BOT CHORD 9-10=0/1623,8-9=0/1777 WEBS 1-10=0/1664,2-10=-610/0,2-9=-101/455,4-8=-544/0,6-8=0/1820 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 5=20% 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. t 1 mit 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIN-7473 rev.10/032015 BEFORE USE. Design valid for use oNy with MitekS connectors.This design Is based only upon parameters shown.and is for an Individual bolding component,not a truss system.Before use.the building designer must verify the appllcabi lty of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent budding 01 Individual truss web and/or chord members only. Additional temporary and permanent 1 racing MiTek Is always required for stability and to prevent coilapso with possible personal inlay and property damage. For general guidance regarding the ParkEast Blvd. Fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 690469 P.rk 3as10 Safely Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type 1 Oty Ply I Anastasia T9681052 10628T0 GEB01 FLOOR 1 1 I [Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:02 2016 Page 1 I D:py8sLaxEQ_mhi8R7EQMVRpz1 NZI-hDD W 49?6W wSEhhSarW xXJE?71XcSyKtrhk46jsySYP3 I 3-7.3 1 6.1.10 I 9-1-8 10-6-0 12-1-7 13-11-7 1 15-3-1 17-4-13 118.3-0, 3-7-3 2-6-7 2-11-15 1-4-8 1-7-7 1-10-0 13-10 2-1-12 0-10-3 Scale=1:30.9 2x4 II 4x10= 8x10= 4x10= 2x4 II 4x10= 14x10= 2 3 4 5 6 7 o- Ph MINIM Y co a • { • 0 11 10 9 i: 13 12 2x4= 5x12= 2x4 II 7x14 MT2OHS= 2x4 II 5x12= 2x4= 18-3-0 3.7-3i 6-1.10 9-1-8 1060 I 12-1.7 13.11.7 I 15-3-1 1 17-4-13 17(-6--91 3-7-3 2-6-7 2-11-15 1.4.8 1-7-7 1-10-0 1-3-10 2.1-12 0-1-'120-8.7 Plate Offsets(X,Y)-- 11:0-6.8,0-2-0],[4:0-5-0,0-4-8],[7:0-6.8,0-2-0] r__ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud I PLATES GRIP TCLL 54.0 Plate Grip DOL 1.60 TC 0.35 i Vert(LL) -0.20 11 >999 360 I MT20 244/190 TCDL 5.0 Lumber DOL 1.60 BC 0.71 Vert(TL) -0.53 11 >404 240 I MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.11 8 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 Matrix-MS Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=1668/0-3-8,8=1668/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1628/0,1-2=-2925/0,2-3=-2925/0,3-4=-6384/0,4-5=-6384/0,5-6=-2925/0,6-7=-2925/0,7-8=-1628/0 BOT CHORD 12-13=0/5043,11-12=0/5043,10-11=0/5043,9-10=0/5043 WEBS 7-9=0/3181,1-13=0/3181,2-13=-369/0,5-9=-2369/0,3-13=-2369/0,5-11=-602/1500,3-11=-602/1500,4-11=-1327/0, 6-9=-369/0 NOTES- 1)Dead loads shown include weight of truss. Top chord dead load of 5.0 psi(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. 2)All plates are MT20 plates unless otherwise indicated. 3)Bearing at joint(s)14,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Load case(s)1,2 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 16-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb down at 9-1-8 on top chord,and 1038 lb up at 9-1-8 on bottom chord. The desigrl/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) 1)Dead+Floor Live(balanced):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-14=-10,1-7=-118 Concentrated Loads(Ib) Vert:4=-1038(F) 2)Dead:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:8-14=-10,1-7=-118 Concentrated Loads(lb) Vert:11=1038(F) r. 0 WARNING-VnHy deudgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/201S BEFORE USE. . Design valid for use only with MITois.connectors.this design Is based only urx,n rxmarneters shown,and Is for an krdtvidual building component,ry 4 a truss system.Before use,the building designer must verity the c>pplicatility of designs parameters and property Incorporate this design into the overall MiTek- bldkng design. Bracing indicated is to prevent buckling of Individual truss web 'immanent chord members only. Additional temporary and F,eanent krx:irxr Is always required fa stability and to prevent collapse with possible personal Int urry and properly damage. For general gulch ce regarding the Parke EastBNd. fabrication,storage,delivery.erection and bracing of trusses and truss systems,seoANSUTPI I Quality Criteria.DSB-89 and SCSI Building ComponentE Safely Information avdiabte from truss Plate institute. 6904Tampa,Parke institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. ___ —-__. Job Truss Truss Type Qty I Ply 1 Anastasia T9681053 10628T0 HJO1 Jack-Open 1 1 Job Reference(optional) _ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:02 2016 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-hDD W 49?6W wSEhhSarW xXJE?BSXmNyYfrhk46jsySYP3 1-11-13 { 1-11-13 Scale=1:12.6 4.95 El 2 li 2x4 1 1 M. r (ri plimmili ►_� ►_. 4 3 2x4 I I 1-11-13 I 1-11-6 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 I Horz(TL) -0.01 2 rila ri/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=73/0-4-3,2=52/Mechanical,3=21/Mechanical Max Horz 4=41(LC 12) Max Uplift 4=-11(LC 8),2=-28(LC 12).3=-18(LC 12) Max Gray 4=73(LC 1),2=52(LC 1),3=35(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 4,28 lb uplift at joint 2 and 18 lb uplift at joint 3. A WARNING-Verily design parnmfars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 ray.1aV31201S BEFORE USE. 11111 Design valid for use only with Mileka connectors.this design B based only upon rxuarneters shown.and Is for an rxdivkdux4 building component.not a truss system.Before use,the building designer must verify the a4:rl,iicobilty of design parameters and property hcorporalo this design Into the overall building design. Bracing Indicated Is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITeIC B always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the Parke Et Blvd.fabrication.fabrication.storage,delivery,erection and bracing of trusses and truss 6904as systems,seeANSI/IPlt Quality Criteria,OSB-89 and BCSI Building Component T933610at Safety Information available from Taus Plate Institute,218 N.Lee Street Suite 312.Alexandria,VA 22314. P.Parke Job Truss Truss Type Qty Ply Anastasia T9681054 I 1 1 10628TO HJO2 Jack-Open 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:03 2016 Page 1 ID:bJOG2yxTVP3BUB_7f0VMeVyW Exl-9PmulVOkHEa5Jr1 mPDSm5RYLGx4ch?v?wOpfFIySYP2 I 2-8-7 2-8-7 Scale=1:14.0 4.95112 2 I 2x4 II 1 c h n . 111 l IIIUIIIIIIIIIIIIIMIII 3 4 2x4 i I 0-3.82.8.7 I 0-3-81 2-4-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=100/0-4-15,2=71/Mechanical,3=29/Mechanical Max Horz 4=49(LC 12) Max Uplift 4=-16(LC 12),2=-35(LC 12),3=21(LC 12) Max Gray 4=100(LC 1),2=71(LC 1),3=48(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 lb uplift at joint 4,35 lb uplift at joint 2 and 21 lb uplift at joint 3. 1 , a WARNING-VaNy*sign parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MU-7173 rev.1003/2015 BEFORE USE. . Design valid for use only with MilehrS connectors.Ibis design Ls based only upon rxxameters shown,and Is for an individual bolding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeIC Is always required for stability and to prevent collapse with pdssbie personal Injury and property damage. For general guidance regarding the EastBBlvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPD QuaNy 6904 Parke Criteria,DSB-89 and BCSI Building ComponentE Safely Information avdiable horn truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.P. Job Truss Truss Type Qty Ply Anastasia T9681055 10628T0 P01 PIGGYBACK 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc.'Mon Oct 17 09:42:04 2016 Page 1 ID:bJQG2yxTVP3BUB_7fOVMeVywExl-dcKGVr1 N2Xjyx?bzyxz?Of4VIKLwQRC892ZCnivSYP1 6-4-3 12-8-7 6-4-3 6-4-4 . 4x5 I i Scale=1:20.0 4 • r1 7.00 12 3 pp 5 15 iIl ,6 of 2 16 M13 i . •1 ...6. .41111111114111 11 II r r II r A1• 7 �� NPA I' d ' 3x5 12 11 10 9 8 3x5‹-=' d I 12-8-7 12-8-7 Plate Offsets(X,Y)-- 11:0-3-4,Edge1,15:0-0-0,0-0-01,16:0-0-0.0-0-01,17:0-2-12,Edpel LOADING (psf) ( SPACING- 2-0-0 CSI. I DEFL. in (hoc) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 I Vert(LL) -0.04 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.09 12 >999 180 BOLL 0.0 • Rep Stress lncr YES WB 0.13 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=422/0-3-8,7=422/0-3-8 Max Horz 1=-57(LC 10) Max Uplift 1=-47(LC 12),7=-47(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-587/105,2-3=-556/141,3-4=-544/165,4-5=-5441165,5-6=-556/141,6-7=-587/105 BOT CHORD 1-12=-61/487,11-12=-61/487,10-11=-61/487,9-10=-61/487,8-9=-61/487,7-8=-61/487 WEBS 4-10=-86/330 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=2411;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-1-0 to 4-1.0,Interior(1)4-1-0 to 6-4-3,Exterior(2)6-4-3 to 9-4-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 1 and 47 lb uplift at joint 7. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. A WARNING•Verify design peranrerers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/3/2015 BEFORE USE Design valid For use only with Weld)connectors.This design Is based only upon parameters shown,and Is For an In dMduai building component,not • a truss system.Before use,the bulling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulling design. Bracing indicated is to prevent buckling of IndHvktud truss web and/or chord mombets only.Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possible personal Iniury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trsses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd. L_ —Safety Intormatlon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexan iia.VA 22314. Tanga.FL 33610 Job ITruss Truss Type Oty Ply Anastasia 19681056 10628T0 ,P02 Piggyback 6 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:05 2016 Page 1 ID:bJQG2yxTVP3BUB_7fOVMeVywExl-6oufjB 1?prrpY9A9W eU ExsdhOknL9vf INil mKAySYPO 6-4-3 12-8-7 I 6-4-3 ) 6.4.3 5x6= Scale=1:23.3 2. 0000000 4 ILI 7.00 12 12 11 2x4 1 i 62x4 3 El 2 '� 6 ' 7 la 0 10 9 8 3x4- 3x4= 2x4 2x4 i 2x4 12-8-7 l 12-8-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 6 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.00 7 t/r 120 BCLL 0.0 * Rep Stress Ina YES WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S II Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-0-2. (lb)- Max Horz 2.70(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,6,10,8 Max Gray All reactions 250 lb or less at joint(s)2,6 except 9=277(LC 1),10=288(LC 21),8=288(LC 22) 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;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 6-4-3,Exterior(2)6-4-3 to 9-4-3 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6,10,8. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/032016 BEFORE USE. Mil• , Design valid for use only with Milekb connectors.This design is based only upon parameters shown,and Is tot cn Individual t sAdig component,not a taus system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bullring design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members oNY.Additional temporary anal permanent I:xcx:ing MiTek' Is always required for stability and to prevent collapse with possble personal kilts),crd property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 GuaNy Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Soley information avdtable horn Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 :Job Truss 'Truss Type Oty I Ply Anastasia T9681057 10628T0 P03 Piggyback 5 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:06 2016 Page 1 ID:bJOG2yxTV P3BUB_7f0VMeVywExl-a_S1 wW2da9zgAJIL4M?TT4AgM85?uMmRcM2JsdySYP? 5-7-3 11-2-7 5-7-3 5-73 4x5 I Scale=1:21.2 3 'I 7.0012 8 M(": 10 r � 4 5 2 c ,n 1 Ia o :1 .•..❖..:•%.:ve:•.•.•.❖ee..•.•.eee..e.❖.❖.•..❖weee.e.,%+:••:❖.•:•:•.❖.•.•.. ewe.❖.ee4'•:•..•.::❖.•m:•:•:•.•.❖ ,A...•.❖.•.r 1 d d 2x4- 2x4 16 2x4 11-2-7 11-2-7 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (hoc) I/deft Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) 0.02 5 Nr 120 BCLL 0.0 • Rep Stress Ina YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:37 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=214/9-6-2,4=214/9-6-2,6=398/9-6-2 Max Horz 2=-62(LC 10) Max Uplift 2=52(LC 12),4.52(LC 12),6=-15(LC 12) Max Gray 2=214(LC 21),4=214(LC 22),6=398(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-6=-252/87 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=5.0pst;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 5.7-3,Exterior(2)5-7-3 to 8-7-3 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4,6. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 0 WARNMIG-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf47473 rev.14/032015 BEFORE USE mill Design valid for use only with MI lekli connectors.This design Is based only upon parameters shown,and Is for an kvilvkkal 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 budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stablity and to prevent collapse with pule personal Injury and property damage. For general guidance regarding the fabrication.storage.ciel very,erection and bracing of trusses and buss systems.seeANSI/lPlt Quality Creeds.DSB-89 and BCSI Bultdng Component 6904 Parke East BNd. Safety Information available from Truss Plate institute,218 N.lee Street,Suite 312,Atexanckla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T9681058 10628T0 PO3A PIGGYBACK 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:07 2016 Page 1 ID:bJQG2yxTV P3BUB_7t0VMeVyW Exl-2B0P8s3FLS5XoTKYe3W i0Hi22YTZdpfbr0ns03ySYP_ 11-2-7 I 5.7-3 5-7-3 I 5.7-4 I Scale=1:21.3 4x5 :I 3 All 7.00 Fri 9 8 e~ 10 7 4 ,d 2 1 1 v - d - 6 2x4= 2x4= 2x4 I 11-2-7 I11-2-7 Plate Offsets(X,Y)-- (4:0-0.0,0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. ! DEFL. in (loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.01 5 n/r 120 BCLL 0.0 • Rep Stress Ina YES WB 0.02 I Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=214/9.6-2,4=214/9.6-2,6=398/9.6-2 Max Horz 2=-62(LC 10) Max Uplift 2=-52(LC 12),4=52(LC 12),6=-15(LC 12) Max Gray 2=214(LC 21),4=214(LC 22),6=398(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6=-252/87 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords 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=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 5-7-3,Exterior(2)5-7-3 to 8-7-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Gable requires continuous bottom chord bearing. 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)2,4,6. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MD-7473 rev.10103/2015 BEFORE USE. • Design valid for use only with Mttekr corxreckxs.This design Is based only upon parameters shown.and Is for an Indlvk tial building component.not a truss system.Before use,the building designer moat verity the applicablity of design parameters and rropetly incorporate tints design into the overall Mire balding design. Bracing indicated Is to prevent trickling of individual truss web and/or chord members only. Additional temporary and permanent ts.aci ng Is always required for stability and to prevent collapse with possible personal hiuy and property damage. For general guIdcnce regarding the 6904 Parke East BNd. tabxk:atkxn,storage,dielteery,erection and bracing of trusses and buss systems.seeANSt/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety information avrNable from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job I Truss Truss Type Ory Ply Anastasia T9681059 10628T0 •PO4 Piggyback I 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:08 2016 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-W NanLC4t6mDOPcvkBn2XNFCsynRMGmk4gXQvVySYO2 4-0-0 7-2-711-2.7 4-0-0 I 3-2-7 4-0-0 Scale=1:19.0 3x6= 2x4 3x6= 3 4 5 II 111 !V 1D 7.00 12 9 — <o N N 6 Ki 2 N ` d 7 �Y�Y o o d 1 --- - - _ a 2x42x4 2x4 I I 11-2-7 l 11-2-7 Plate Offsets(X,Y)-- 13:0-3-0,0-1-121,15:0-3-0,0-1-121 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 7 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) 0.01 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 6 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=288/9-6-2,6=288/9-6-2,8=250/9-6-2 Max Horz 2=-43(LC 10) Max Uplift 2=-69(LC 12),6=-69(LC 12),8=-3(LC 9) Max Gray 2=288(LC 1),6=288(LC 1),8=264(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-297/143,5-6=-297/143 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=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GC0=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 4-0-0,Exterior(2)4-0-0 to 7-2-7 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.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)2,6,8. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10/03/201S BEFORE USE. Desig i valid for use only with MiTek0 connectors.This design IS txxud only upon par<xrreters shown,and Is nor on Individual iruldirrp component not a taus system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into Itie oven di Lxlldkp design. &acing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pen nal lent Itracing MiTek' is always required for stability and to prevent collapse with possible personal Inlury and property damage. For general guidance regaxdnri the Parke East Blvd fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN6904 SI/1PI1 Quality Criteria.DSB-89 and(SCSI Building Component33610 Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.P. Job 'Truss Truss Type Qty Ply Anastasia 196810601 10628T0 'P05 Piggyback 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:09 2016 Page 1 ID:bJOG2yxTVP3BUB_710VMeVywExl-_Z89YY4Vt4LF1 mUwlUZA5inNAL6n5jftlKGzSyySYOy 200I 9-2-7 11-2-7 1 2-0-0 7-2-7 2-0-0 Scale=1:19.0 3x6= 2x4 11 3x6 7.00.123 g 4 10 5 T 1\ - w AIM II 9 IMNih'1 ".i 2 w 7 Ius 1 _ _ IIIj--• lg o d a e 2x4— 2x4 2x4 i 11-2-7 11-2.7 Plate Offsets(X,Y)-- [3:0-3-0,0-1-12],[5:0.3-0,0.1-12] - — -- LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. In (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 7 Nr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) 0.00 7 rVr 120 BCLL 0.0 * Rep Stress Ina YES WB 0.05 Horz(TL) 0.00 6 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=226/9-6-2,6=226/9-6-2,8=374/9-6-2 Max Horz 2=20(LC 11) Max Uplift 2=-46(LC 12),6=-46(LC 12),8=-66(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-254/119,5-6.254/119 WEBS 4-8=-262/153 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=451t;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-3.11 to 6-2-15,Interior(1)6-2-15 to 9-2-7,Extetior(2)9-2-7 to 10-10-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6).This truss has been designed for a live load of 20.Opaf 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 jolnt(s)2,6,8. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. pin.0 WARNING•Verify aayn parameters and READ NOTES ON THIS AND INCLUDED MriEK REFERANCE PAGE ABI-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mitek s connectors.this design Is based only upon rmrameters shown.and is for en individual building component,not a truss system.Before use,the building designer must verity the appllcabllty of design parameters and property incorporate this design into the overall [riding design. Bracing Indicated Is to prevent buckling of Individual truss wet.>and/or chord members only.Additional temporary and permanent tracing MIT*** is dways required for stability and to prevent collapse with possible personal Iniuxy and property damage. For general guidance regarding the fatalcatkm.storage,delivery,erectIon and bracing of mases arid truss systems.seeANSl/IPI I Quality Criferfa,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. ----- Tampa,FL 33610 Job Truss Truss Type Qty I Ply Anastasia T9681061 10628T0 TO1 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:10 2016 Page 1 ID:bJQG2yxTV P3BUB_7f0VMeVywExl-SliXmu57eNT6fw36JB4PewKaylVxgAg 1 X_OX_OySYOx 9-1-8 18-3-0 9-1-8 l 9-1-8 5x6- Scale=1:37.3 8 7 0% 9 7.0012 6 : 10 r 11 5 1 12 4 I : 13 3 : : 14 3x6 II 2 15 1 i L J .. ..•..... .....•„... . ....... .... • ....•••.. ••...... .. 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6 I 6x6 18-3-0 I 18-3-0 Plate Offsets(X,Y)-- [15:0-3-8,0-1-8),[21:0-3-0,0-0.8),[31:0-3-8,0-1-8] — i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - rVa 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 0.06 Horz(TL) 0.00 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 J- Matrix-S Weight:117 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-3-0. (Ib)- Max Horz 31=-105(LC 10) Max Uplift All uplift 100 lb or less at joint(s)31,16,25,26,27,28,29,30,23,22,20,19,18,17 Max Gray All reactions 250 lb or less at joint(s)31,16,24,25,26,27,28,29,30,23,22,20,19,18,17 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.Opsi;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 9-1-8,Comer(3)9-1-8 to 12-1-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'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. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)31,16,25,26, 27,28,29,30,23,22,20,19,18,17. A WARNING-Verify design paramMors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. mit Design valid for Me only with Mileke connectors.This design Is based only upon ixranreters shown,and Is for an Individual bulking co mp:Av'rnt.not a truss system.Before use,the bulling designer must verity the applicability al design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek* Is always required kx stability and to prevent collapse with possible personal Yrfuy and property darrrage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPit Quality Criteria,058.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Anastasia T9681062 i 10628T0 T02 Common 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:11 2016 Page 1 ID:bJOG2yxNP38U B_7fOVMeVywExl•wyFwzE6mPhbyH4eJtvbeA7tiv9hrZZaAmeI4W gySYOw 4-6.8I 9.1.8 { 13-8-8 { 18-3-0 4-6-8 4-7.0 4-7-0 4.6-8 6x6= Scale=1:38.3 3 %1 7.00 12 12 13 2x4 II 2x4 I I 4 2 cul i 14 • a 4 lbohibi..4x5 4x5 i 5 1PO r a � 1GI._ PIM - -- semenr l 15 16 8 7MI 10 9 3x6- 62x4 I 2x4 I 4x10= 4x10= 4-6-8 13.8.8I 18.3-0 I 4-6-8 I 9-2-0 4-6-8 Plate Offsets(X,Y)-- [3:0-3.0,0-2-0] LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) i/defl Ud 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.19 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.44 7-9 >492 180 BCLL 0.0 ' I Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-MS I Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. REACTIONS. (lb/size) 10=718/0-5-8,6=718/0-5-8 Max Horz 10=-133(LC 10) Max Uplift 10=-79(LC 12),6=-79(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-937/146,2-3=-972/251,3-4=-972/251,4-5=-937/146,1-10=-698/127, 5-6=-698/128 BOT CHORD 7-9.39/547 WEBS 3-7=-94/484,4-7=-302/164,3-9=-94/485,2-9=-302/165,1-9=-46/733,5-7=-47/736 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=oft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 9-1-8,Exterior(2)9-1-8 to 12-1-8 zone;end vertical left and right exposed;C-C for members and forces&MW FIRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,6. i A WARNING-Verfy design parernetrrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10r03r2015 BEFORE USE. in- Design valid for use only with MITek®connectors.this design Is hosed only upon parameters shown.and is for an Individual building component not a Buss system.Before use,the building designer must verity the applicability of design txx<xrurters and properly Incorporate this design Into the overall biding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabtilty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 904 Parke East Blvd. fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Buldkng Component 6 6904 P.PFLark 33610 Safely Information ow:Pable horn Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. ___ _-- Job Truss I Truss Type Qty Ply Anastasia 796810631 10628T0 T03 !Roof Special 1 1 Job Reference(optional) ' Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:12 2016 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywEx1-08plBa7OA?jpuEDV0c6u1LPsYZ1410pK_IVd3GySYOv 4-6-8 9.1.8l 13.8.8 I 15-10-7 18-3-0 I 4-6-8 l 4-7-0 4-7-0 2-1-15 2-4-9 6x6= Scale=1:38.2 3 itilli 7.00 12 13 14 2x4 II 2x4 II 4 2 ta • 12 II 5 6 2x4 I • 6 ■ 4x5 i N 1 N IN 1 ��� N ii M� .= yIMMIM Or- 15 16 9 10 a 7 it 3x6= 2x4 li 4x10= 4x10= 4x5= 4-6-8l 13.8-8 { 18-3-0 i 4-6-8 9-2-0 4-6-8 Plate Offsets(X,Y)-- (3:0-3-0,0-2-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.19 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.44 8-10 >494 180 BCLL 0.0 * Rep Stress Inco YES I WB 0.28 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 II Matrix-MS Weight:108 lb FT=20% 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 7=718/Mechanical,11=718/0-5-8 Max Horz 11=114(LC 10) Max Uplift 7=-83(LC 12),11=-76(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-936/141,2-3=-974/245,3-4=-950/224,4-5=-871/135,1-11=-700/124 BOT CHORD 8-10=-67/536,7-8=-105/642 WEBS 2-10=-301/164,3-10=-94/482,3-8=-71/462,4-8=-262/143,5-7=-892/142,1-10=-43/732 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=2411;eave=4it;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-1-8,Exterior(2)9-1-8 to 12-1-8,Interior(1)15-10-7 to 18-1-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 • 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,11. t, I 0 WARNING•Vwly design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 rev.10/03/201S BEFORE USE. N Design valid for use only with MiTek'connectors.this design is bred only upon parameters shown-and is for an Individual bolding component,not a truss system.Before use,the building designer must verify the applicabilty of design t xarometors and trep.oerly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indlvldual truss web and/or chord memt_,ems only. Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal ataxy aryl property damage. For general guidance regcxdna the fabrication.storage.delivery,erection and bracing o1 trusses and truss systems.see.ANSI/Wit Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infoimalon available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply I Anastasia T9681064 10628T0 T04 Roof Special 11 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:13 2016 Page 1 ID:bJQG2yxTVP3BU B_7f0VMeVywExl-tKNg0w80xIrgW Onh..Kd7GYy0OzMc 1 StTDyFBbjySYOu 4-6-8 9-1-813-10-7 18-3-0 i 4-6-8 l 4-7-0 I 4-8-15 4-4-9 6x6= Scale=1:38.2 3 AI 7,00 fiT 12 13 2x4 II 8x6= 4x5= 2 4 5 1111 • f 1■' 4111• 4x5i �d 1 h Y saY Y, SI 15 16 8 9 _ 7 6 10 4x10= 3x6 4x10= 2x4 II 2x4 I'' 4-6-8 13.10-7I 18-3-0 1 I 4-6-8 l 9-3-15 4-4-9 Plate Offsets(X,Y)-- 13:0-3-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (roc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.21 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 i Vert(TL) -0.50 7-9 >434 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 i Matnx-MS Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=718/Mechanical,10=718/0-5-8 Max Horz 10=-102(LC 10) Max Uplift 6=-88(LC 12),10=-70(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-949/133,2-3=-987/236,3-4=-938/199,4-5=-730/112,5-6=-705/145, 1-10=-710/119 BOT CHORD 7-9=-98/534 WEBS 2-9=-301/163,3-9=-91/491,3-7=-42/432,4-7=-708/201,5-7=-137/937,1-9=-35/742 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 B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-1-8,Exterior(2)9-1-8 to 12-1-8,Interior(1)13-10-7 to 18-1-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 lit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,10. Q WARNING-Verily design psranwterrs and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M5.7473 rev.10/03!2015 BEFORE USE. based valid for use only with MITek19 connectors.This design is only uxrn tparameters shown,and Is for an individual building component,not mit a truss system.Before use,the building designer must verify the appl cabilty of design txrcrnetersand properly incorporate Ibis design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional lerntorary and permanent tracing 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 Inas systems,sooANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable horn Buss Plate Institute,218 N.Lee Sheet.Suite 312.Mexardrla.VA 22314. Tampa.FL 33610 Job TTruss Truss Type Qty Ply 1 Anastasia 796810651 10628T0 T05 Roof Special 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:14 2016 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-LXx2cG8eiczX8XMuY19MomV79MjQmtZdSc_k79ySYOt • 4-6-8 9-1-8 11-10-7 18-3-0 I Ii 1 4-6-8 4-7-0 2-8-15 6.4.9 6x6= Scale=1:38.2 3 / 6x6= 4x5= k 142x4 7.00 12 4 5 126 II 1 �� 2 Nm e 4X5 i IMPLW PI Y OM 15 16 8 7 1R211 9 _ 6 2x401' 4x10-= 3x6— 4x10 = 2x4 II 4-6-8 13-8-8 18-3-0 I4.6-8 I 9-2-0 l 4-6-8 Plate Offsets(X,Y)-- (3:0-3.0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.19 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.45 7-9 >479 180 BCLL 0.0 * Rep Stress Incr YES WB 0.39 Horz(TL) 0.01 6 Na Na BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:113 lb FT_20% LUMBER- • BRACING- • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=718/Mechanical,10=718/0-5-8 Max Horz 10=125(LC 12) Max Uplift 6=-96(LC 12),10=-63(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-953/125,2-3=-993/231,3.4=-1002/239,4-5=-531/79,5-6=-697/159, 1-10=-711/113 BOT CHORD 7-9=-122/532 WEBS 2-9=-302/167,3-9=-101/485,3-7=-99/557,4-7=-823/250,5-7=-101/746,1-9=-32/736 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=4tt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-1-8,Exterior(2)9-1-8 to 11-10-7 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf 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)6,10. _ a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.1awn 15 BEFORE USE. Design valid for use only with Mtleki)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 ton stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Pae East Blvd. fabrication,n,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component Tampa.Park 33610 Safety Information available from truss Plate Institute.218 N.Lee Street,Suite 312./4exa=drk rla.VA 22314. _ _ ___—. _.. Job Truss Truss Type Oty Ply Anastasia 19681066 1062810 T06 Jack-Open Girder 1 1 Job Reference(optional)_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:14 2016 Page 1 I D:bJQG2yxTVP3BUB_7fOVMeVywExl-LXx2cG8eiczX8XMuY19MomVD7MmSms2dSc_k79ySYOt I 3-4-0 l 6-8-0 3-4-0 3-4-0 2x4 I I Scale=1:37.2 3 7.00 12 .11 3x4 i roli 2 o N I 3x4 i v' 1 III. IMIIIIII iiiui iii.III - OA 8 5 9 6 THD26 4 2x4 II 6x6= 4x5= THD26 TH026 3.4.0I 6-8-0 3-4-0 3-4-0 Plate Offsets(X,Y)-- 11:0-1-12,0-1-81,12:0-1-12,0-1-81,15:0-3-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) l/defl Ud i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.01 5-6 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.03 5-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.49 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007Matrix-MS I Weight:54 lb FT=20% L LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1505/0-5-8,4=1104/Mechanical Max Horz 6=107(LC 8) Max Uplift 6=-138(LC 8),4.214(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-892/74,1-2=-854/73 BOT CHORD 4-5=-141/714 WEBS 1-5=-49/819,2-5=-131/1001,2-4=-1085/215 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24it;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=138,4=214. 6)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2.0-0 oc max.starting at 0-8-12 from the left end to 4-8-12 to connect truss(es)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:7=-703(B)8=698(B)9=-698(8) • Q WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/032015 BEFORE USE. Mil Design valid for use only with Milena:connectors.Ibis dosign Is hosed only upon parameters shown,and Is for an individual herding component,not a truss system.Before use,the building desiariei must verify the opplical of design parameters arid properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indtvkival 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 Injury and property damage. For general guidance regarding the Parke East Blvd. 69Nike fabrication.storage,delivery,erection and brodng of trusses and miss systems.seeANSI/IPl1 Quality Craerta,DSB-69 and BCSI Bulling6904 Component ( 33610 Safety Information avcilable from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. _.__1_ Job Truss !Truss Type Oty Ply I Anastasia 19681067 110628T0 T07 I Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:16 2016 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVyW Exl-Hv3p0xAuDDDFNrW GfSBgtBaRGAN8EkGvvwTrC2ySYOr I 4-8-8 9-1-8 9.10-7 13-4-10 1 18-3-12 [ 27-11-0 4-8-8 4-5.0 0-8.1 3-6.3 4-11-2 9-7-4 Scale=1:51.0 2x4= NAILED NAILED 3x6= 6x8= 2x4 I; 4x5= 2x4 I 3x6= 4x5= 5 NAILED NAILED 7x10= 4,: 5 26 6 27 7 8 28 9 29 30 31 10 zoo t2 yli i nn nni4x5 O I I 3 N tr •A\ 'Lc> b 245x6 2J> i 2 1 $ 33 ' nn 32 nn nn n? 34 17 16 15 14 13 12 35 11 5x12 I I 2x4 l 4x5 4x5= 4x6 7x10= NAILED 5x6_ NAILED 3x6 II THD26 NAILED NAILED i 4-8-8 l 8-5-8 i 9-10-7 i 13-4-10 18-3-12 27-11-0 4-8-8 3-9-0 1.4.15 3-6-3 4-11-2 9-7-4 Plate Offsets(X,Y)-- [1:Edge,0-0-01,[4:0-6-4,03-01,[5:0-2-0,Edge1,[9:0-2-4,0-2-01,[10:0-3-8,Edge),[11:03-0,0-0-81,[13:0-5.0,0.4-41,[18:0-2-0,0-1-81 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.11 13-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.27 13-15 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.63 Horz(TL) 0.17 24 n/a n/a BCDL 10.0 1 Code FBC2014/TPI2007Matrix-MS I Weight:215 lb FT=20% 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins, BOT CHORD 2x6 SP No.1 'Except' except end verticals. 11-14:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except' 10-11,9-13,10-12:2x4 SP No.2,9-12:2x6 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1601/0-5-8,24=2405/0-3-8 Max Horz 1=154(LC 8) Max Uplift 1=-228(LC 8),24=-495(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2206/349,3-4=-2261/401,4-6=-2556/486,6-7=-2831/546,7-9=-2831/546, 9-10.1843/371 BOT CHORD 1-17=-398/1830,16-17=-398/1830,15-16=-380/1918,13-15=-483/2552,12-13=-371/1843 WEBS 3-17=-283/78,4-15=-198/1073,6-15=-739/201,6-13=-343/517,7-13=-336/158, 9-13=-283/1562,9-12=-1845/531,10-12.527/2661 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=2811;eave=4f1;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.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)Bearing at joint(s)24 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=228,24=495. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 18-3-12 from the left end to connect truss(es) to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Continued on Daae 2 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. I ' Design valid for use only with MIlek'F connectors.lints design Is based only upon I,arcxneters shown.and is for an indlvk*x4 building component.not a truss system.Before use,the building designer must witty 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 I MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Cuddy Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. softly Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.Fl 33610 Job !Truss Truss Type Oty Ply - Anastasia 19681067 1062810I 107 Roof Special Girder 1 1 Job Reference optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:16 2016 Page 2 I D:bJOG2yxTVP3BUB_7f0VMeVywExl-Hv3p0xAuDDDFNrW GISBgtBaRGANBEkGwwTrC2ySYOr LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,4-25=-20,10-25=-60,11.20=-20 Concentrated Loads(Ib) Vert:8=-121(F)13=-1084(F)28=-121(F)29=-121(F)31=-121(F)32=-57(F)33=-57(F)34=-57(F)35=-57(F) • • • • • pa. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev.10103/1015 BEFORE USE. I f Design valid for use only with Milek5 connectors.Ns design Is based only upon parameters shown.and Is for an individual binding component,not I a truss system.Before me.the building designer must verity the applicabtiry of design parameters and properly incorporate this design Into the overall balding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of busses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. • Safety Information mailable horn Truss Plate Institute.218 N.Lee Street.Stile 312,Alexandria VA 22314. Tampa.FL 33610 • Job i Truss Truss Type Oty Ply Anastasia I T9661068 10628T0 T08 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:17 2016 Page 1 ID:bJ0G2yxTVP3BUB_7(OVMeVywExl-16dBEHBW_XL6??5TD9i3007esap6z9N38aDOkUySYOq 5-4-1 10-4-9 16-1-9 21-10-8 27-11-0 ' 5-4-1 I 5-0-9 I 5-9-0 I 5-9-0 6-0-8 Scale=1:51.1 4x5= 3x6= 7x10 2x4 II 3x6= 5x12= 3 19 20 214 56 22 7 El ln 7.00 I12 4x5 18 rr 2 Iej in r` 16 17 I, 4x5 a 1 Vi ) °2111111.11.111111......M....N. /, tp El jq 13 12 11 23 10 24 9 25 8 2x4 II 4x6= 4x5= 4x10= 4x5= 2x4 II 5-4-1 10-4-9 16-1-9 21-10-8 27-11-0 5-4-1 I 5-0-9 i 5-9-0 I 5-9-0 I 6-0-8 ' Plate Offsets(X,Y)-- (3:0-6-0,Edge],17:0-5-8,0-3-01,113:0-2-8,0-2-0) LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.06 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.15 10-12 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.70 Horz(TL) 0.13 16 Na n/a BCDL 10.0 i Code FBC2014/TPI2007 Matrix-MS Weight:191 lb FT=20°i° LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 14=1105/0-5-8,16=1082/0-3-8 Max Horz 14=193(LC 12) Max Uplift 14=-98(LC 12),16=-175(LC 9) Max Gray 14=1105(LC 1),16=1131(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1506/231,2-3=-1312/255,3-4=-1129/244,4-5=-1129/244,5-7=-798/158, 1-14=-1051/188 BOT CHORD 13-14=-230/310,12-13=-344/1270,10-12=-253/1088,9-10=-158/798 WEBS 2-12=-303/113,3-12=-16/319,4-10=-360/153,5-10=-134/525,5-9=-769/244, 7-9=-230/1162,1-13=-115/1121 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=28ft;eave=4f1;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 10-4-9,Exterior(2) 10-4-9 to 14-7-8 zone;end vertical lett exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14 except(jt=lb) 16=175. o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1OV3/201S BEFORE USE NI Design valid for use only with MITek3)connectors.This design Is based only upon parameters shown.and is for an kx4vlducx holding component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorpxrato tisk design into the overall Lading 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'Way and properly damage. For general guidance regarding the j fatxicatkrr,storage.delivery,erection and bracing of trusses and truss systems,seeANSVTPI1 Quality Criteria,DSB-89 and SCSI Belding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Nexatdda.VA 22314. -__ Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia 19681069 10628T0 T09 Half Hip 1 1 Job Reference(optional) Inc.Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries, Mon Oct 17 09:42:17 2016 Page 1 I D:bJQG2yxTVP3BU B_7f0VMeVywExl-16dBEHBWXL6??5TD9i3Q07bfalkz7938aDOkUySY0q 6.4.1 12-4-9 20-1-13 27-11-0 I6-4-1 I 6.0.9 7.9.3 7-9-3 3x6= Scale=1:55.7 3x6= 6x6 \\ 4x5= 5x12= 316 17 4 18 5 .a t ) 7.0012 4x5 15 3D 2 eNsxsi 0 05 051 ao 14 13 4x5 i o 1 c • 10 g 8 19 11 7 6 3x4 II 4x5= 4x10= 3x6= I 4x5= 3x4 6-4-1 I 12-4-9 I 20-1-13 I 27-11-0 I ' 6-4-1 6-0-9 7-9-3 7-9-3 Plate Offsets(X,Y)-- (5:0-5.8,0-3-01 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 0.73 Vert(LL) -0.11 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 ! Vert(TL) -0.24 7-9 >999 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.85 Horz(TL) 0.14 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS _ Weight:186 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=1105/0-5-8,13=1082/0-3-8 Max Horz 11=226(LC 12) Max Uplift 11=-88(LC 12),13=178(LC 9) Max Gray 11=1105(LC 1),13=1170(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1523/211,2-3=-1213/227,3-4=-990/235,4-5=-860/178,1-11=-1043/178 BOT CHORD 10.11=-273/385,9-10=-351/1272,7-9=-178/860 WEBS 2-9=-413/142,3-9=0/300,4-9=-87/262,4-7=-676/269,5-7=-248/1183,1-10=-80/1077 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=28ft;eave=oft Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-4-9,Exterior(2) 12-4-9 to 16-7-8 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=lb) 13=178. • 0 WARNING-V.rfy design Parameters and READ NOTES ON THIS AND INCLUDED INTER REFERANCE PAGE A11-7473 rev.10413/2015 BEFORE USE. lil , Design valid for use only with Mllekdi connectors.This design is based only upon parameters shown,and Is for an individual building component,net a truss system.Before use,the bulling 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 IncNvldud 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 1'yury and property damage. For general guidance regarding the fabrication,storage.delivery,erecton and bracing of trtssesand truss systems,seeANSI/TPii Cuaity Criteria,DSB-89 and SCSI BuidingComponent 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.lee Street,Suite 312,Alexandria.VA 22314. Tampa-FL 33610 Job Truss Truss Type I Oty Ply I Anastasia T9681070 10628T0 T10 Half Hip II 1 I Job Reference(optionalL Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:18 2016 Page 1 1 D:bJOG2yxTVP3BUB_7f0VMeVywExl-DI BZRdB9lrTzc9gint0lzcfo5_68iewCNEyyGwySYOp 7.4.11 14-4-9 I 21-1-13 I 27-11-0 7-4-1 7.0-9 6-9-3 6.9-3 3x6= Scale=1:61.6 3x6= 7x10 700 12 4x5= 5x12= 4 16 17 5 18 6 3x6 i 474-- - -- 7 IP° 3 O 2x4 11 0A2Na, ID 1151 14 1 4X5% LO1 12 11 19 10 9 20 8 21 4x10= 3x6 4x5= 4x5= 7-4-1 14-4-9 21.1.1327-11-0 I I 7-4-1 I 7-0-9 6-9-3 6.9.3 Plate Offsets(X,Y)-- 11:0-2-4,0.2-01,(6:0-5-8,0-3.01 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 I Vert(LL) -0.11 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 i Vert(TL) -0.23 9-11 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.62 Horz(TL) 0.13 14 r1/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS • Weight:223 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-10-15(4-9);6-10-15(5-8); REACTIONS. (lb/size) 12=1105/0-5-8,14=1082/0-3-8 Max Horz 12=260(LC 12) Max Uplift 12.78(LC 12),14=-182(LC 9) Max Gray 12=1151(LC 17),14=1228(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.-1611/186,2-4=-1665/346,4-5=-961/214,5-6=-716/146,1.12=-1086/166 BOT CHORD 11-12=-317/467,9-11=-216/962,8-9=-146/716 WEBS 2-11=-489/260,4-11=-221/696,5-9=-119/420,5-8=-735/272,6-8=-241/1169, 1-11=-38/1096 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psh BCDL=5.0psh h=25ft;B=45ft;L=281t;eave=41t;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-4-9,Exterior(2) 14-4-9 to 18-7-8 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live toad 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)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12 except(jt=lb) 14=182. pa 1 1 t A WARNPIG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1003/201S BEFORE USE. Design valid for use only with Milekl?S connectors.This design is based only upon parameters shown-and is for an individual building component,not a truss system.Iletore 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 regain the ParkeEaBlvd.Bfatri fabrication storage-delivery.erection and bracing of tr sses and truss systems.seeANSI/1PI1 Qualify Crlten6904 East a,DSB-89 and SCSI Buddlny Component Tampa,FEa33st B Safely InformatIon available horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. ,Job Truss Truss Type Oty Ply Anastasia T9681071 10628T0 T11 Half Hip 1 1 IJob Reference(0ptional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 1709:42:19 2016 Page 1 ID:bJ0G2yxTV P3BUB_7f0VMeVywExl-hUlodzCnW 8bgEJFrLakXVpC?9N0gR4FMbuiVoMySY0o 5-3-0 15-8-i 23-0.12 27-11-0 I 5-3-0 I 10.5.1 7.4-11 4-10-4 3x6 = Scale=1:65.8 3x6= 7x10 2x4 II 4x5= 5x12= • 7.00(12 5 6 21 7 22 8 �[ rial 1Rn 6x8 i II 20 340 td VI 4x5 i Nnoa2 19 1i[i• i�� I. 18 4x5 i g 12 24 5x12= � 7x10= I ` cA aJ _ -1 h _ 1 '1• 16 15 14 11 10 2J 9 2x4 II 4x10= 2x4 II 2x4 II 4x10= 2x4 II 5-3-0 10-2-8 18.2.8I 23-0-12 27-11-0 I 5.3.0 4-11-8 8.0-0 4-10-4 4-10-4 Plate Offsets(X,Y)-- [8:0-5-8,0-3-01,[12:0-3-4,0-3-4],[13:0-4-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. 1 1 DEFL. in (loc) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.23 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.58 12-13 >572 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.68 Horz(TL) 0.20 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:238 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6.10 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-14,6-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:14-15,10-11. OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-7-10 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 16=1105/0-5-8,18=1082/0-3-8 Max Horz 16=262(LC 12) Max Uplift 16=-71(LC 12),18=180(LC 9) Max Gray 16=1105(LC 1),18=1133(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1508/166,2-3=-2122/387,3-5=-2198/511,5-6=-980/226,6-7=-973/228, 7-8=-459/103,1-16=-1051/146 BOT CHORD 15.16=-316/396,3-13=-348/187,12-13=-274/1052 WEBS 2-15=-763/255,13-15=-393/1447,2-13=-128/569,5-13=-349/1310,5-12=-268/145, 7-10=-1077/320,10-12=-105/557,7-12=-234/963,8-10=-232/1030,1-15=-59/1116 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Ops1;BCDL=5.0psf;h=25f1;B=45ft;L=28ft;eave=411;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 15-8-1,Exterior(2) 15-8-1 to 19-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opst. 5)Bearing at joint(s)18 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16 except(jt=lb) 18=180. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verifydesign parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. __ Design valid for use only with Welds connectors.1Ns design is based only upon pararneters shown.and Is for an Individual holding component.not a truss system.Before rse,the baking designer must verity the applicability of design parameters and property incorporate this design Into the overall bolding design. Bracing indicated is to prevent buckling of Indlvkkxg truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with poss&le personal inlay and property damage. for general guidance regarding the Parke East Blvd.as fabrication, and ication,storage,delivery,erection and bracing of trusses truss systems.seeANSUIPI1 Quality Criteria,DSB-89 and BCSI BuBd6904 ng ComponentEt 0 Salary Information avdlable from brPlate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. 69 04 P. Job `Truss Truss Type !Qty Ply Anastasia T9681072, f 1062870 T12 Common 11 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:20 2016 Page 1 ID:bJQG2yxTVP3BUB_710VMeVywExl-9hlJsJDPHSkhsSg1 u1Fm211HQnvrAhKVgYR2LpySYOn - 1-9-8 3.1.8I 4-5-8 6-4-8 1-9-8 1-4-0 1-4-0 1-11-0 4x5 II Scale=1:17.2 4 • 7.0012 , r 2x4 II I�l 5 2x4 II 3 3x4 i 6 3x4 Q tti i le 1111%* . 2 / 7 i 4 10 9 8 2x4 II 2x4 I! 2x4 II ,/ 3x5 3x5 I 1-9.8 ! 3-1-8 l 4-5-8 6-4-8 1-9-8 1-4-0 1-4-0 1-11-0 Plate Offsets(X,Y)-- f7:0-2-12,0-0-13) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP • TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 I Vert(LL) -0.01 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Verl(TL) -0.01 8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 1 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=255/Mechanical,7=255/0-3-8 Max Horz 1=37(LC 11) Max Uplift 1=-28(LC 12),7=-28(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • NOTES- 1)Unbalanced roof live loads have been considered for this design. ' 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ,. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7. mi. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 ray.10032015 BEFORE USE. Design valid for use only with Wein connectors.this design 8 based only upon parameters shown.and Is for an individual balding component,not a buss system.Before use,the Lulling designer must verify the applicability of design parameters and property Ir scorgorcite this design into the overall l building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Add11104101 temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria.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 Anastasia T9681073 10628T0 T13 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:22 2016 Page 1 I D:bJQG2yxTV P3BUB_7f0VMeVywExl-63Q4H?Etp3_P5m_Q0jl E7SgYzbTveSiolsw9PhySY01 11-4-8 1.8-0 4-8-8 6-0-8 6 4.157.4.8 , 8-8-8 10.0.8 11-0-1} 14-2-0 t 16-0-0 17.5-0 I l 1-8-0 I 3.0.8 I 1.4-0 0.4-70.11.9 1-4-0 ' 1.4.0 l 0.11-90.44 2-9-8 1-7-0 1.8.0 5x6= Scale=1:39.0 13 47 6 15 10 1 : 17 8 20 NAILED r NAILED NAILED 6 7.00(-t2 7x10% 5x6 i 46 e 4x5 ;16,3 4x12 5x6 3 N't D 16 1' 10x12 ` i -AP • ►� ►4• ►� �� �.� 5x6 - 2 mumii 40111VP11 I I I I 24 tE 14'. `� 25 I� �, N '� ill111J1 N -i ! 1III�iii�i���iii liIiC Ii ■ - 0, 4130 42 4329 44 4528 27 26 4x12 II NAILED NAILED 4x10= NAILED 3x6= 4x12 II NAILED NAILED NAILED 4x5= NAILED 1-8-0 6.4.15l 11-0-1 14-2-0 , 15-9-0 17-5-0 ' 1-8-0 4-8-15 4-7-3 3-1-15 1-7-0 1.8.0 1 Plate Offsets(X,Y)-- (1:0-3-8,Edge1,(3:0-3-4,Edge),I23:0-4-4,0-3-151,125:0-9-3,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.05 26-27 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.12 26-27 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.63 Horz(TL) 0.02 25 n/a n/a BCDL 10.0 , Code FBC2014/TP12007 Matrix-MS I Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 3-21:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):9,16,12 WEBS 2x4 SP No.3'Except* 23-26:2x4 SP No.2,19-20,19-31:2x6 SP No.2 SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=686/0-3-8,25=666/0-3-8 Max Horz 1=97(LC 7) Max Uplift 1=-241(LC 8),25=-175(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-786/297,3-4=-1052/409,4-5=-654/317,5-7=-654/317,7-9=-654/317, 9-11=-654/317,11-12=-654/317,12-14=-654/317,14-16=-654/317,16-18=-519/258, 18-19=-519/258,19-21=-316/179,23-25=-776/237,4-6=-489/125,6-8=-454/153, 8-10=-445/178,10-13=-445/201,13-15=-438/201,15-17=-428/173,17-20=-504/161, 20-22=-700/223 BOT CHORD 1-30=-196/614,29-30=-196/613,27-29=-323/913,26-27=-2051736,25-26=-160/614 WEBS 3-29=-174/470,16-29=-141/350,21-27=-164/281,12-13=-152/312,22-23=-109/356, 19-20.378/148 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=451t;L=24tt;eave=4it;Cat. II;Exp B;Encl.,GCp1=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=241,25=175. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 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 Continued on nage 2 a A WARNING•Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIIoIe:connectors.This design is based only upon parameters shown.and is for an frxlivIdual building component.not a truss system.Before use,the building designer must verily the ctpp8c cgality of design rxxarneters and property incorporate Ibis design Into the overall Wilding design. &acing indicated Is to prevent txmckllnl of Individual truss web and/or chord members only. Additional temporary and permanent bracing .MiTek" is always required tot 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/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6004 Parke East BNd. Safety information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandra.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Anastasia T9681073 10628T0 T13 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:22 2016 Page 2 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-63Q4H?Efp3_P5m_QOjI E7SgYzbTveSiolsw9PhySY01 LOAD CASE(S) Standard Uniform Loads(pit) • Vert:1-3=-60,3-4=-60,23-25=-60,32-36=-20,4-13=-60,13-22=-60 Concentrated Loads(Ib) Vert:30=-2(B)27=55(B)41=-3(B)42=-2(B)43=-2(B)44=-2(B)45=-2(B) • • t. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*111.7473 rev.1aV3/2015 BEFORE USE. Dosktn valid for use only with Mitek®connectors.this design Is based only upon parameters shown,and Is for an individual bruldlrng component.rr.,I a tuns system.Before use,the bullring designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of krdMd al 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 limy and properly damage. For general guidance regarding the tatukatbn,storage,delivery,erection and bracing of trusses and toss systems,seeANSUIWI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Tries Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.Ft.33610 Job Truss I Truss Type Qty Ply Anastasia I T9681074 10628T0 T14 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17-09:42:23 2016 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVyWExl-aG_SULFHaN6GjwYcaQpTgiNiq?pbNzExW WgjxsySYOk 5-8-0 8-8-8 11-9-0 17-5-0 5-8-0 i 3.0.8 I 3-0-8 I 5-8-0 5x6_ Scale=1:37.0 4 0% 7.00 I12 2x4\\ AI' 2x4// 5 3 \ 4� I e 19 a 18 e: 5x6�i 5x6 2 —6 1Ir. ` 7 y INom Y Y i 9 8 4x12 II 4x10= 3x6 4x12 II 8-8-8 17-5-0 i I 8.8.8 I 8-8-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge),[7:0-9-3,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.13 9-16 >999 240 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.18 9-12 >999 180 BCLL 0.0 ` ' Rep Stress Incr YES WB 0.36 Horz(TL) 0.03 7 rVa n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS j Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=697/0-3-8,7=697/0-3-8 Max Horz 1=-101(LC 10) Max Uplift 1=-251(LC 12),7=-251(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-840/607,3-4=-673/605,4-5=-673/605,5-7=-840/607 BOT CHORD 1-9=-454/654,7-9=-453/654 WEBS 4-9=-548/455 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=45th L=24ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 8-8-8,Exterior(2)8.8-8 to 11-10-1 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(t=Ib) 1=251,7=251. A WARNING-Verity dedyrt pererneters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M9-7473 rev.10N3i7015 BEFORE USE. Design valid for use only with Milekt connectors.this design is based only upon parameters shown.and Is kir an individual building component.not a truss system.Before use,the binding designer must verity the applicability of design rxtramoters and properly incorporate this design Into the overall ! la building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only. Addltkrxtl temporary and permanent bracing MiTek- Is always required(or slat-Any 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 Inas systems.seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job ITruss Truss Type iOty Ply I Anastasia 19681075 10628T0 1715 Common 1 1 I i 1Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:23 2016 Page 1 ID:bJQG2yx1VP3BUB_7fOVMeVywExl-aG_SULFHaN6GjwYcaQpTgfNhP?o1 Nzx1xW Wgjx8ySYOk 4-6-0 , 8-8-8 I 12.11.0 17-5-0 I 4-6.0 4.2.8 4-2-8 4.6-0 5 = Scale=1:37.0 3 7.0012 12 13 4x5 i 4x5.� 4 2 ...* 14 11 2x4 II 2X4 i1 5 1 ma =PIM 104x5 4x10= 8 3x6 6 4x5= 17.5.0 I8-8-8 . .8.8-8 11.7.0 174-12 1744 8-84 I 2108 i 5-5-12 0--ii 0-1-8 LOADING(psf) SPACING- 2-0-0 I CSI. DE FL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i IC 0.45 Vert(LL) -0.14 9-10 >965 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.60 Vert(TL) -0.36 9-10 >374 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS 1 Weight:97 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.3 801 CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=658/0-5-8,6=634/0-5-8,8=78/0-5-8 Max Horz 10=-128(LC 10) Max Uplift 10=-76(LC 12),6=-134(LC 12),8=-59(LC 12) Max Gray 10=658(LC 1),6=634(LC 1),8=127(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-632/137,3-4=-632/137 BOT CHORD 9-10=-104/627,8-9=-113/613,6-8=-113/613 WEBS 3-9=-44/367,2-10=-605/117,4-6=-659/50 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.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-8-8,Exterior(2)8-8-8 to 11-8-8 zone;cantilever right exposed;end vertical left and right exposed;porch right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,8 except (jt=lb)6=134. A WARNING•Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 688- rev.7473 v.10103/2015 BEFORE USE. Design valid for use only wITh MiTeko connectors.this design k based only upon parameters shown.and Is for an IndMdual building component,not . a truss system.Before use,the btlidlrng designer must verify the aptilicabilly of design paametors and properly incorporate this design into the overall building design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary arid permanent bracing Wel( is always required for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the fabrication,storogo,delivery.erection and tracing of trusses and truss systems,SeeANSI/TPI I Qualify Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information available horn Truss Plate hutttute.21814.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia 196810761 10628T0 T16 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:24 2016 Page 1 I D:bJQG2yxTV P3BUB_7f0VMeVywExl-2SYgigGwLhE6K47p78KiCtvtSO8x6Nz51APGUaySY0i 1 4-6-0 [ 8-8-8 11-6-0 I 14-1-0 i 17-3-8 4-6-0 4-2-8 2-9-8 2-7-0 3-2-8 7x10= Scale=1:37.3 3 I\ /,` 2x4 II 7.00 fil 110o in 4 13 4x5 i 25 6x12= 2x4 II *� 6 • 12 II': ►z 2x4 1 10x14= 1 4x5-FI: o 1 ' o N =OPIMI PI Y II 10 9 114x5= 4x10= 2x4 II I 8-8-8 11-6-0 I 14-1-0 i 17-3-8 8-8-8 2.9.8 2-7-0 3-2-8 Plate Offsets(X,Y)-- [5:0-7.12,0-3-01,[7:0-2-0,0-2-01,[8:0-7-8,Edgel LOADING (psf) 1 SPACING- 2-0-0 j CSI. I DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.14 10-11 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.63 Vert(TL) -0.37 10-11 >547 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.52 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 1 Matrix-MS 1 Weight:106 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 4-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=680/0-3-8,11=680/0-5-8 Max Horz 11=-104(LC 10) Max Uplift 7=-81(LC 12),11=-69(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-674/149,3-4=-1311/293,4-5=-1329/241 • BOT CHORD 10-11=-165/651,7-8=-436/2110 WEBS 8-10=-55/626,3-8=-209/1031,5.8=-1008/262,5-7=-2029/441,2-11=-654/135 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 8;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-8-8,Exterior(2)8-8-8 to 11-5-2,Interior(1)14-1-0 to 17-1-12 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 beating plate capable of withstanding 100 lb uplift at joint(s)7,11. I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M9-7473 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 art Individual building component.not a truss system.Before use,the building designer must verity the applkmblity of design parameters and properly incorporate this design Into the overall bUalng design. Bracfrng 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 colicpse with possible personal Inlury and property damage. for general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI l Cuatity Criteria,DSII-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 I Job Truss Truss Type Oty Ply Anastasia T9681077 10628T0 T17 Roof Special 1 1 Job Reference Optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:25 2016 Page 1 ID:bJQG2yxTVP3BUB_710VMeVywExl-We6Cv0HY6_MzyEi?hrrx14S2CoUArnQE_p9p00ySY0i I 4.6.0 l 8-8-8 11-6-0 2.1-9 17-3-8 4-6-0 4-2-8 2-9-8 0.7-d 5-2-8 7x10= Scale=1:37.3 3 A gliri2x4 II 7.00 12 II = 2x4 II 13 , 5 6 4x52* � �� " 15 �♦ ' N 12 N • TM EMillil 111A c7N O 2x4 I 7x10= 1 4x5= 4 kt Y : a Ailikihk..w. • r r a: t m, 10 9 114x5= 4x10_ 2x4 li 8-8-8 11.6.0 { 17-3-8 8-8-8 2-9.8 5-9-8 Plate Offsets(X,Y)-- 15:0-5.0,0.3-41,18:0-3-8.0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.14 10-11 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.63 Vert(TL) -0.35 10-11 >576 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.05 7 rVa rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 4-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=680/0-3-8,11=680/0-5-8 Max Horz 11=108(LC 12) Max Uplift 7=-88(LC 12),11=-62(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-674/140,3-4=-1293/292,4-5=-1327/271 BOT CHORD 10-11=-193/651,7-8=-265/1274 WEBS 8-10=-91/635,3-8=-225/1022,5-8=-428/146,5-7=-1296/272,2-11=-654/126 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=4tt;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-8-8,Exterior(2)8-8-8 to 11-5-2,Interior(1)12-1-0 to 17-1-12 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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)7,11. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MI47473 m.10103/2016 BEFORE USE. III Design valid for use only wilts Milek2)connectors.This design S based only upon parameters shown,and Is for an IndMdual building component-not a truss system.Before use,the building designer must verify the appricablity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indivkfual truss web and/or chord members only.Additional temporary cnd permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Inkry and properly 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 Bbd. Safety Information avdlable from Truss Plate institute,218 N.Lee Street.Suite 312.Alexanddo,VA 22314. Tampa.FL 33610 I Job Truss Truss Type Oty Ply Anastasia T9681078 10628T0 T18 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:26 2016 Page 1 ID:bJOG2yxTVP3BUB_7f0VMeVywExl-_gfb7Ml Atl UgaNHBFYMAHI?CUCg05KcOCTuNYTySYOh 4-6-0 8.8.8I 10.1.0 , 17-3-8 I 4-6.0 4-P-8 1-4-8 ' 7-2-8 7x10 Scale=1:37.3 3 I\ 3x8= 2x4 II 4x5= :t7 5 6 rprow •• 7.00 1 ��13 4x5 irn2 d12 �♦ M rnal /ice J 2x4 II1 = 2 2x4 IqJ� NGr. Al7x10 IM 10 9 114x5= 4x10= 2x4 lit 8-8-8 11-6-0 17-3-8 I 8-8-8 2-9-8 5-9.8 Plate Offsets(X,Y)-- 18:0-3-8,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.14 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Verl(TL) -0.36 10-11 >572 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.38 Horz(TL) 0.03 7 Na n/a BCDL 10.0 Code FBC2014/TPI2007 i Matrix-MS Weight:110 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3.1 oc purlins, BOT CHORD 2x4 SP No.2*Except' except end verticals. 5-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=680/0-3-8,11=680/0-5-8 Max Horz 11=141(LC 12) Max Uplift 7=-111(LC 9),11.53(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-677/122,3-4=-951/232,4-5=-909/211,5-6=-918/214,6-7=-618/182 BOT CHORD 10-11=-218/647,5.8=-603/196 WEBS 8-10=-121/650,3-8=-170/673,6-8=-236/1005,2-11=-644/107 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=24ft;eave=oft;Cat. II;Exp B;End.,GCpl=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-8-8,Exterior(2)8-8-8 to 10-1-0 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)11 except(jt=lb) 7=111. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEI(REFERANCE PAGE M&7473 rev.101031201S BEFORE USE. ml• Design valid for use only wilts MITekiS 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 applicablly of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal Inlay and property damage. Fa general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,05849 and BC51 Building Component 6904 Parke East Blvd. Softly Information available horn Truss Plate Institute.218 N.Lee Street,Suite 312,Wexa sdrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Anastasia T9681079 !10628TO T19 Half Hip 1 1 ! Job Reference(optional) Building Component Supply, Jacksonville,Fl 32266 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:27 2016 Page 1 ID:bJOG2yxTVP3BUB_7f0VMeVywExl-S1 DzKiloecchBXsOpGlPgVXNgc8eJmTXR7ew4vySYOg 4-9.129.4.0 11-6-0 17-3-8 4-9-12 4-6-4 2-2-0 5-9-8 7x10% 2x4 I 4x5 = Scale=1:38.2 3 4 13 14 15 5 II 7.00 FI 4x5/ o, 12 e'' e t:� 9' 11 2x4 i1 7 -11 i 1 silo= 2x4 I! !!o¢ Y • I tv I mu =sA Y • - 9 8 104x5= 4x10= 2x4 II 9-4-0 11-6-0 17-3-8 9-4-0 2-2-0 5-9-8 Plate Offsets(X,Y)-- (3:0-6-0,Edge),17:0-3-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.18 9-10 >999 240 MT20 244/190 1 . TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.45 9-10 >456 180 BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 4-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=680/0-3-8,10=680/0-5-8 Max Horz 10=175(LC 12) Max Uplift 6=-130(LC 9),10=-42(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-641/104,3-4=-638/171,4-5=-655/177,5-6=-621/200 BOT CHORD 9-10=-250/649,4-7=-295/145 WEBS 7-9.146/705,3-7=-132/370,5-7=-214/786,2-10=-626/98 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psF BCDL=5.0ps1;h=25ft;B=45f1;L=2411;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-4-0,Exterior(2)9-4.0 to 13-6-15 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) 6=130. A WARNWIG-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5.11-7073 rw.1003/2015 BEFORE USE Deign valid for use only with Milord,connectors.this design B txtsed only upon parameters shown,and fs for an Individual briding component,not a truss system.Belore use,the txiNdng designer must verify the applicability of design parameters and properly i corpxxate this design into the overall building design. Bracing Indicated is to prevent buckling of individual Truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCS1 BuNding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 r Job Truss Truss Type Qty Ply Anastasia T9681080 10628TO T20 Half Hip 1 1 f Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:27 2016 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-S1 DzKiloecchBXsOpGtPgVXOdcFpJoiXR7ew4vySYOg 5-9-12 11-4-0 17-3-8 5-9-12 l 5-6-4 I 5-11-8 6x6 4x5= Scale=1:44.3 4 12 13 14 5 t ,II u 7.00 12 4x5% 11 rn aS 3 6 ccii 3x6 i 0 Ir I 1` 2 • %1� a I 4x5 All 0 _�5x12= 2x411N. wm 0 9 8 2x4 H 4x10= 2x4 H 5-9-12 11-6-0 17-3-8 5-9-12 I 5-8-4 I 5-9-8 Plate Offsets(X,Y)-- [7:0-3-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.12 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 6 n/a rVa BCDL 10.0 i Code FBC2014/TPI2007 Matrix-MS _ — Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 4-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:8-9. REACTIONS. (lb/size) 6=680/0-3-8,10=680/0-5-8 Max Horz 10=189(LC 12) Max Uplift 6=-121(LC 12),10=-29(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-856/77,3-4=-667/126,4-5=-504/150,5-6=-621/213,1-10=-625/90 BOT CHORD 9-10=-242/319 WEBS 7-9=-224/700,5-7=-200/667,1-9=0/546 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=241t;eave=4lt;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-4-0,Exterior(2) 11-4-0 to 15-6-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) 6=121. a 0 WARNING-Wetly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 r v.1003/2015 BEFORE USE. Design valid for use only with Milekb connectors.This designs Is based only upon pxianeters shown,and is for an kxilvtdual building cornrxxlent,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall LxYding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Inlizy and property damage. For general guidance regarcing the latalcatlon.storage,delivery,erection and bracing of trusses and truss systems.secrANSI/TP11 Quality Criteria.DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ava i le from Truss Plate Institute.218 N.Lee Street.Sulte 312.Alexandria.VA 22314. Tampa,FL 33610 !Job Truss Truss Type Qty Ply Anastasia T9681081 1062810 T21 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:28 2016 Page 1 I D:bJQG20TV P36UB_7f0VMeVywExl-xDnLY2JQPvkYphRaMzPeNj4Zd?Z329ZggnNUdLySYOf 5.10.12I 13-4-0 I 17.3.8 5-10-12 7-5-4 3-11-8 7x10 2x4 II Scale=1:51.3 7.00 125 14 6 - 2x4 II %-4111111.M.1. 4.110 4 3x6�i 13 r 3 W 4x5-i4* 0 a of 2 b a 12 4x5 it6: _ !1751o= 2x4 II 4x10= 2x4 I, 5.10.12 { 11-6-0 { 17-3-8 ' 5.10-12 5-7-4 5-9-8 Plate Offsets(X,Y)-- 18:0-3-8,0-3.01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.05 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.12 7-8 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.67 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 1 Matrix-MS _ Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 4-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:9-10. REACTIONS. (lb/size) 7=680/0-3-8,11=680/0-5-8 Max Horz 11=242(LC 12) Max Uplift 7=-138(LC 12),11=-13(LC 12) Max Gray 7=704(LC 17),11=680(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-854/41,2-4=-670/96,4-5=-641/171,1-11=-624/69 BOT CHORD 10-11=-285/373,7-8=-103/315 WEBS 8-10=-230/741,5-8=-198/730,5-7=-611/205,1-10=0/537 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opst;BCDL=5.Opsf;h=25it;B=45ft;L=24tt;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-4-0,Exterior(2) 13-4-0 to 17-1-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=lb) 7=138. A WARNING-Verily 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 Milekie connectors.This design ts based only upon parameters shown,and Is for anIndividual building component.not . a Buss system.Before use,the building designer must verily the apf rlk:abilly 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 tracing MiTek" is always required for stability and to prevent collapse wllh possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of busses and truss systems,see-ANSVTPt I Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute-218 N.Lee Street.Suite 312./4exaudrla,VA 22314. -__ Tampa,FL 33610 Job Truss Truss Type 101y Ply (Anastasia 1 I T9681082 10628T0 ,T22 Hip 2 1 [Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:30 2016 Page 1 ID:bJOG2yxTVP3BUB_7f0VMeVywExl-tcvSzkLgwX_G2?byUOR6S89pop8pW 1tz75sahEySYOd 2.5.8I 8-7-8 I 15-3-0 ,17-3.8} 22-0-0 27-11-7 39-8-0 44-11-0 2-5-8 6-2-0 6-7-8 '2-0.8 4-8-8 5-11-7 11-8-9 5-3-0 Scale=1:82.6 7x10 7.00 12 4x5= 4x5= 7x6 6 ,7 32, 9,3N, 34 R9 10 35 %p a' 3x6 1-; �- 1 I 4x5 i 4 5 6x8 I 11 �� 12 4x5 d 4x5-.2004011* I 13 4x5 i 2 I 3B 1C ,•.1 k• .m. m. 4x5 �.ir � 24 1_ 14 q ►��, �� 37 38 \\ \\ / IAO 41 5x12—' a o chch I 30 295- 26 257x10= 4x6— _-- ...7.° 17x10= RE 1 1§ 4x5= 10x14= 22 21 20 17 16 15 4x10= 4x10= 2-5.8I 8.7.8 11-6-0 I 17-0-0 1714.0 22-0-0 26-8-8 I 34-8-8 i 39-8-0 I 44-11-0 l ' 2-5-8 6-2-0 2.10-8 5-6-0 0-4-0 4-8-0 4-8-8 8-0-0 4-11.8 5-3-0 Plate Offsets(X,Y)-- 12:0-1-12,0-2-01,116:0-3-0,0-2-01,118:0-4-0,0-2-01,119:0-3-8,0-3-01,123:0-3-12,0-2-01,124:0-3-8,0-3-41,128:0-2-0,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DE FL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.22 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 j BC 0.79 Vert(TL) -0.58 18-19 >566 180 BCLL 0.0 * Rep Stress lncr YES WB 0.81 Horz(TL) 0.06 23 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSI Weight:360 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc puffins, BOT CHORD 2x4 SP No.2`Except* except end verticals,and 2-0-0 oc purlins(5-11-13 max.):6-10. 3-26,5-25,7-22,9-20,12-17:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 T-Brace: 2x4 SP No.3-7-23,9-19 OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-8-21,10-19 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,61n o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 30=658/0-5-8,23=1842/0-3-8,15=1069/0-5-8 Max Horz 30=216(LC 11) Max Uplift 30=-161(LC 12),23.58(LC 12),15=-175(LC 12) Max Gray 30=664(LC 21),23=1936(LC 17),15=1102(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-773/269,2-3=-803/341,3-5=-748/379,5-6=-808/440,6-7=-263/330,7-8=-549/379, 8-9=-876/404,9-10=-882/403,10-12=-2191/668,12-13=-2080/511,13-14=-1497/342, 1-30=-691/234,14-15=-1050/251 BOT CHORD 27-28=-254/1070,7-23=-1179/212,18-19=-781835,12-18=-404/231 WEBS 8-21=-1030/188,7-21=-131/1030,6-23=-663/60,6-24=-213/818,10-19=-307/76, 10-18=-335/1391,16-18=-243/1366,13-16=-713/204,13-18=-66/506,19-21=-34/444, 8-19=-68/890,24-27.135/681,2-27=-477/126,1-29=-237/682,14-16.192/1097 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=4511;eave=5f1;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 15-3-0,Exterior(2) 15-3-0 to 34-3-10,Interior(1)34-3-10 to 44-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)23 except(jt=lb) 30=161,15=175. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 l A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10103/2015 BEFORE USE. la Design valid for use oNy with MITekS connectors.Ibis design Is based only upon parameters shown-and Is for an i dMdual building component.not a truss system.Before use,the building designer must verify the app llcctalty of design parameters meters arnd properly incorporate this design into the overoll 11 building design. Bracing indicated Is to prevent budding 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 Injury and property damage. for general grrldcrrce regarding the fatxlcatkn,storage.,delivery,erection and bracing of trusses and truss systems,suoANSI/TPI I Quality Crtterks,DSB49 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tempa,FL 33610 Job Truss Truss Type Qty Ply Anastasia T9681083 10628T0 T24 Piggyback Base 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:32 2016 Page 1 I D:bJQG2yxTV P3BUB_7f0VMeVywExl-p_1 sN PMxS8E_I lkLbpTaXZEEHdpj_9GbPLhm6ySYOb 2-5-8 8-7-8 15-3-0 22-7.7 27-11-7 33-6-2l 39-0-13 i 44-11-0 2-5-8I I 6-2-0 I 6.7.8 I 7.4.7 l 5.3.15 5.6.11 5.6.11 5-10-3 Scale=1:80.9 7x10----- 7.00112 2x4 II 7x10 6 �7 30 31 MEI Me W 32 9 2x4 N SO litr.7. xs t 3x61 \ / 5 4 / 10 3x6 3 11 33 • 29 12 j 34 2 di iC-�r:'� ���/ 22 i 13 0 i�-_: I_ 35 36. q _ 7x10= 7x10— ' 1d 28 273x5 24 23 9 - . 2x4 II 10x14 2x4 II 20 19 18 16 15 14 2x4 I' 2x4 II 4x10= ' 2x4 II 17.4-0 2-S$ 8-7-8 11-6-0 17.1.12 17, 8 22-7-7 27.11.7 33.6.2 39-0-13- 44-11-0 2.5.8 I 6-2-0 I 2.10.8 I 5-7-12 0-1J12 53.7 I 5-3-15 I 5.671 i 53.11 I 5-10-3 I 0-04 Plate Offsets(X,Y)-- [2:0-2-0,0-2.01,19:0-6-0,Edge),[21:0-3-8,0.2-121,122:0-3-8,0-3-41,126:0.2-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.44 Vert(LL) -0.07 25-26 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 j BC 0.89 Vert(TL) -0.19 25-26 >999 180 BCLL 0.0 Rep Stress IndYES I WB 0.64 Horz(TL) 0.04 21 n/a n/a I BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:345 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc puffins, BOT CHORD 2x4 SP No.2*Except' except end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-9. 2-27,3-24,5-23,7-20:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-6-21,8-21,9-19,10-18 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3fn minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 28=432/0-5-8,21=2212/0-3-8,14=926/0-5-8 Max Horz 28=216(LC 11) Max Uplift 28=-65(LC 12),21=-215(LC 12),14=-114(LC 12) Max Gray 28=464(LC 21),21=2233(LC 17),14=987(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-530/129,2-3=-375/122,6-7=0/602,7-8=0/604,9-10=-692/270,10-12=-1089/266, 12-13=-1330/237,1-28=-475/110,13-14=-929/186 BOT CHORD 25-26=-100/772,21-22.461/245,18-19=0/500,16-18=-45/828,15-16=-138/1068 WEBS 2-25=-524/153,22-25=-35/302,3-22=-401/167,6-22=-191/779,6-21=-880/173, 19-21=-86/262,8-19=-100/706,8-21=-1209/293,9-19=-728/100,9-18=-95/695, 10-18=-621/188,10-16=-15/367,12-16=-342/117,1-27=-117/463,13-15=-96/926 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;8=4511;L=45ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 15-3-0,Exterior(2) 15-3.0 to 34-3-10,Interior(1)34-3-10 to 44-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)28 except(jt=lb) 21=215,14=114. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 4 1 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ANI-7473 rev.10052016 BEFORE USE. la Design valid for use only with Mitek.S)connectors.This design Is bused only urxm parameters shown,and Is for an individual building component,not a truss system.Before use,the bearing designer must verify the applicability of design parameters and property incorporate this design into the overall [aiding design. Bracing indicated is to prevent buckling of individual truss web aril/or chord members only. Additional temporary and permanent tracing Mitek' Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fclbrk:atlon.storage.delivery,erection and[racing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312•Alexandria.VA 22314. Tampa.FL 33610 I Job Truss Truss Type Qty Ply Anastasia T9681084 '10628T0 T25 Piggyback Base 1 1 Job Ref erencjoptional) Building Component Supply, Jacksonville,Fl 32266 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:33 2016 Page 1 ID:bJQG2yxTVP3BUB_7fOVMeVywEtd-H BbEbINZDSMrvSJX9X_p4mnLC0ANjOfQg35FIZySYOa 2.5.8 8-7-8 15-3-0 21-11-8 27-11-7 33.9-4 39.0-13I 44.11-0 , 1 2-5-8 I 6-2-0 I 6-7-8 I 6-8-8 I 5-11-15 } 5-9-13 5-3-9 5-10-3 Scale=1:80.9 8x10 7.00 r12 7x10 6 sa sn 287 ea Za ea 3°en a 2x4 .Ii` 3x6�i ' ` �' 5 4 9 1 10 31 • : : \ :: 0 d 27 Y 11 32 �i i 18 !4 c • - 7x10= 7x10-2-.PI ma 36 Icy -------'4 q 1a j 26 2531'= 22 21 2x4 H 10x14= 2x4 II 17 16 15 14 13 2x4 II 2x4 i1 4x10= 6x6= 2x4 II 2-5-8 , 8-7-8 { 11-6-0 17-1-12 I 21-11-8 I 27-11-7 I 33-6-2 39-0-13 I 44.11.0 I 2-5-8 ' 6-2-0 2-10-8 ' 5-7-12 4-9-12 5-11-15 5-6-11 5-6-11 5-10-3 Plate Offsets(X,Y)-- 12:0-1-8,0-2-01,[6:0-4-1,Edge1,18:0-6-0,Edge),118:0-5-8,0-4-01,120:0-3-8,0-3-41,124:0-2-0,0-1-81 LOADING (psf) SPACING- 2-0-0 T CSI. DEFL. in (lord) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.69 Vert(LL) -0.07 23-24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.18 23-24 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.75 Horz(TL) 0.04 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:326 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, BOT CHORD 2x4 SP No.2'Except* except end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-8. 2-25,3-22,5-21,7-17:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-18,9-16 OTHERS 2x4 SP No.3 T-Brace: 2x4 SP No.3-6-19,7-19 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 26=365/0-5-8,19=2294/0-3-8,13=911/0-5-8 Max Horz 26=216(LC 11) Max Uplift 26=-62(LC 12),19=-219(LC 12),13=-114(LC 12) Max Gray 26=411(LC 21),19=2310(LC 17),13=963(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-465/121,2-3=-275/121,3-5=0/261,5-6=-48/294,6-7=0/719,8-9=-634/267, 9-11.1051/268,11-12=-1289/236,1-26=-419/103,12-13=-906/186 BOT CHORD 23-24=-101/679,19-20=-555/256,7-18=-30/769,15-16=-49/818,14-15=-136/1044 WEBS 2-23=-539/154,3-20=-446/175,6-20=-187/713,6-19=-1041/233,7-19=-1388/262, 8-16=-121/499,16-18=0/528,8-18=-588/153,9-16=-628/190,9-15=-17/366, 11-15=-324/112,1-25=-109/407,12-14=-94/898 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=4511;eave=sit;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 15-3-0,Exterior(2) 15-3-0 to 34-3-10,Interior(1)34-3-10 to 44-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.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.Opst. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)26 except(jt=lb) 19=219,13=114. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Al WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M5-7473 rev.IO/03/2015 BEFORE USE. milt Design valid tor use only with Mitokt connectors.This design Is lxssed only upon parameters shown,and is for an kxtiv dual building component,not a truss system.Before use,the building designer must verify the applicablity of design parameters and properly incorporate this design Into the overall biding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiRek" is always required tor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatiobracing n,storage,delivery,erection andacing o1 hisses and truss systems,seeANSUiPI l QualityCriteria,DSB-86904 Parke East Blvd. 9 and BCSI Belding Component Safety Information available Born Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314- Tampa.FL 33610 Job 'Truss Truss Type i Qty Ply 1 Anastasia T9681085 10628T0 T26 Piggyback Base 3 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:34 2016 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-IN8co5OB_IUiXcukjEV2cKW BQcnSr7Z2jgoq?ySYOZ 5-10-12 15-3-0 21-11-8 27-11-7 33-9-4 39-0-13 44-11-0 I 5-10-12 9-4-4 i 6-8-8 5-11-15 i 5-9-13 5-3-9 I 5-10-3 I • Scale=1:80.9 Bx10 7.00 Ti 7x10 5 ® 25 646 m 27 7 2x4 II 3x6 i //1 3ApINNININB 3x6 24 9 28 0 2 d 23 10 29 1 .9 1 .. 4g4go 0/:.- 1 30 31 18 32 a o 11 ' 5x12= 7x10= f 22 21 20 lel sx. 33 C :1 �f� !9 Ilt 2x4 11 4x10= 2x4 II 16 15 14 13 12 2x4 II 4x10= 6x6= 2x4 II 5-10-12 11-6-0 17-1-12 21-11-8 27-11-7 33-9-4 39-0-13 44-11-0 I 5-10-12 l 5-7-4 5-7-12 4.9.12 I 5-11-15 I 5-9-13 5.3-9 I 5-10-3 I Plate Offsets(X,Y)-- [5:0-4-1,Edge),[7:0-6-0,Edge1,[17:0-5-8,0-4-01,F19:0-3-0,0-2-01,121:0-3-12,0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in (loc) I/dell lid PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.06 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.15 14-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) 0.02 12 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:323 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, BOT CHORD 2x4 SP No.2'Except* except end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-7. 4-20,6-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:20-21,18-19. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 7-17,8-15 T-Brace: 2x4 SP No.3-5-18,6-18 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 22=409/0-5-8,18=2223/0-3-8,12=938/0-5-8 Max Horz 22=216(LC 11) Max Uplift 22=-61(LC 12),18=-221(LC 12),12=-113(LC 12) Max Gray 22=460(LC 21),18=2223(LC 1),12=973(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-507/116,5-6=0/604,7-8=-652/266,8-10=-1069/268,10-11=-1305/236, 1-22=-408/118,11-12=-916/188 BOT CHORD 21-22=-165/280,4-19=-277/173,18-19=-488/257,6-17=-30/760,14-15=-52/833, 13-14=-139/1058 WEBS 19-21=-44/426,2-19=-427/167,5-19=-200/750,5-18=-978/229,6-18=-1361/261, 7-15=-121/478,15-17=0/546,7-17=-536/154,8-15=-627/190,8-14=-17/365, 10-14=-320/112,11-13=-93/911 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=5.0pst;BCDL=5.Opsf;h=2511 B=45ft;L=4511;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 15-3-0,Exterior(2) 15-3-0 to 34-3-10,Interior(1)34-3-10 to 44-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psi. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22 except(jt=lb) 18=221,12=113. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I 1 V WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE LIN-7473 rev.1O/O3/2015 BEFORE USE. ta. Design valid for use only with Mtlek&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 at Or:ability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of indMdrnl truss web and/or chord members only. Additional temporary and permanent txackng MITek Is always required for siabllity and to prevent collapse with possible personal rgray and property damage. For general guidance regrading the labdcatlon,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sdety Information walkable from Truss Plate Institute.218 N.Lee Street.Stile 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty I Ply I Anastasia i T9681086' 10628T0 T27 Roof Special Girder 1 Job Reference(optional)_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:38 2016 Page 1 ID:bJQG2yxTVP3BUB 7f0VMeVywExl-e807eTRi2_?70DCVy4a_ngUAC1VMOcf9zLo?zmySYOV 3-8-10 7-9-12 11-10-14 16-0-0 21-0-12 26-1-8 27-2,7 31-6-11 I 35-10-15 40-3-4 i 44-11-0 3-8-10 + 4.1.2 4-1-2 4-1-2 5-0-12 5-0-12 1'•0.15 4-4-4 4-4-4 4-4-4 4-7-12 7.00 7Y 7x10= 6x8 Scale=1:94.7 7 38 8 39 9 3x6 O �• g 10 5 ,� 3x6 #AL x12 i \I/ J/ l4 3i ,.\\ 1Afio ' 111116 ? �1lllllllllllt�[tri�iiiMI [5$itriltif r ii 1. rAilliL c III o 29 40 2841 42 27 26 43 44 25 45 46 4724 48 49 50 a ri Si,.59 K 104 A • A7- (RA 1,. i et TH046 TH046 21 20 19THD26 18 16 6x12 II 7x10 i' 7x6= 6x8=THD46 7x6= 4x10 it Special THD46 THD46 THD46 THD46 4x10 ',I JUS24 7x6= NAILED 6x8 3x6 I THD46 THD46 THD26-2 3x6 THD26-2 NAILED THD26-2 THD46 THD26-2 NAILED THD26 27-2-7 26-2-0 3.610 7-&12 11.1014 1600 21.0.12 2511-12 2r a 31$11 3514/5 4034 44.11-0 1 3.610 I 4-1-2 l 4.1.2 I 4-i-2 5012 -+--�- 4.110 o- 12 4JJ i 4-4-4 ( 4JJ i 4-7-12 l 008 1-0-7 Plate Offsets(X,Y)-- [1:0-7-15,0-0-13],[3:0-2-4,0-2-0],[6:0-2.4,0-2-0],[7:0-6-0,Edge],[8:0-2-0,0-2-0],[9:0-3-4,0-2-0],[15:0-6-15,0-0-12],[19:0-3-0,0.4-4],[24:0-2-0,0-2-01, [25:0-2-12,0.4-121,(28:0-3-0,0-4.81,[29:0.6.4,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 1 Vert(LL) -0.14 26-28 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 I Vert(TL) -0.29 26-28 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.95 Horz(TL) 0.05 23 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSWeight:1278 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins. 1-5,11-15:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x8 SP No.2'Except' 1-27:2x8 SP SS,21-23:2x4 SP No.3 WEBS 2x4 SP No.3'Except* 3-29:2x6 SP No.2,8-23:2x4 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=7364/0-5-8,23=5767/0-3-8 (req.0-5-0),15=1171/0-5-8 Max Horz 1=198(LC 31) Max Uplift 1=-744(LC 32),23=-189(LC 8),15=-157(LC 8) Max Gray 1=9133(LC 19),23=12668(LC 12),15=1620(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-12703/1036,3-4=-10253/680,4-6=-7614/506,6-7=-5366/419,7-8=-2696/341, 8-9=0/422,9-10.22/382,10.12=-1402/265,12-13=-1906/257,13-15=-2169/240 BOT CHORD 1-29=-810/10733,28-29=-811/10738,26-28=-458/8872,25-26=-233/6546, 24-25=-89/4711,23-24=-54/2696,22-23=-294/40,19-20=-31/1190,18-19=-99/1638, 16-18=-153/1818,15-16=-153/1818 WEBS 3-29=-390/3914,3-28=-3559/429,4-28=-286/4110,4-26=-3914/364,6-26=-225/4663, 6-25=-4191/300,7-25=-227/6602,7-24=-4457/110,8-24-33/5982,8-23=-6843/170, 20-22=-103/3758,9-22=-66/864,10-20.3059/146,10-19=-39/3469,12-19=-886/125, 12-18=-232/781,13-18=-512/69,13-16=-13/364,9-23=-1184/25 NOTES- 1)3-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x6-3 rows staggered at 0-4-0 oc,Except member 3-29 2x6-3 rows staggered at 0-5-0 oc,2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0ps1;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are 4x5 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Con*.ftilifilinbetvisiimttie bottom chord and any other members,with BCDL=10.0psf. 1 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. mil Design valid for use only with Mileki)connectors.This design Is based only upon parameters shown.and Is tar an Individual building component,not a truss system.Before use,the building designer must verity the applk:abliy of design parameters and properly iscor}xxate this design into the overall txiding design. Bracing Indicated is to prevent buckling of lndblduat truss web and/or chord members only. Additional temporary and permmenl bracing Miiek' is always required for stability and to prevent collapse with possible personal Intury and property damage. For general guidance repaving the 8904 Pedis East Blvd. fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPIt Qualify Criteria,DSB-89 and SCSI Building Component Safely information avalllable horn Truss Plate Institute.218 N.Lee Sheet Suite 312•Alexandria.VA 22314. Taupe,FL 33610 Job Truss Truss Type Qty Ply Anastasia 19681086 j 10628T0 T27 Roof Special Girder 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:38 2016 Page 2 I D:bJQG2yxTVP3BUB_7f0VMeVywExt•e8O7eTRi2_?70DCVy4a_ngUAC 1 vMOcf9zLo?zmySYOV NOTES- 9)WARNING:Required bearing size at joint(s)23 greater than input bearing size. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)1=744,23=189,15=157. 11)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 3-7-12 oc max.starling at 5-6-0 from the left end to 25-1-12 to connect truss(es)to back face of bottom chord. 12)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 10-9-0 oc max.starting at 17-1-8 from the left end to 41-3-8 to connect truss(es)to back face of bottom chord. 13)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 7-2-4 oc max.starling at 26-2-0 from the left end to 33-4-4 to connect truss(es)to back face of bottom chord. 14)Use USP JUS24(With 10d nails into Girder&10d nails Into Truss)or equivalent at 29-7-4 from the left end to connect truss(es)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.14853.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)6139 lb down and 679 lb up at 3-8-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-60,7-9=-60,9-15=-60,23-30=-20,22-23=-20,21-34=-20 Concentrated Loads(Ib) Vert:29=-6139(F)24=224(B)23=-228(B)19=-318(B)40=256(B)41=-256(B)42=-256(B)43=-283(B)44=-283(B)45=-283(B)46=-329(B)47=-224(8)48=-228(8) 50=-228(B)51=242(6)53=-199(B)54=-279(B)55=33(B)56=33(B)57=33(6)58.534(6) WARNING-Verily design paremetors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek8 connectors.This design Is based only upon parameters shown,and Is for an Individual betiding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Brachg indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Y>kay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seoANSViPII Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Buss Plate Institute,218 N.Lee Street,Suite 312,Alexatdda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T9681087 10628T0 T28 Piggyback Base 6 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:40 2016 Page 1 I D:W QG2yxTV P3BU B_710VMeVywExl-aX W t39Syab FrF XMt3VcSsFacXrgdsZUR RI H62fySYOT 5-6-5 10.9-3 I 16.0-0 1 21.0.12 I 27.2-7 33-0-2 I 38-9-13 44-11-0 i 5.6.5 5-2-13 5.2-13 5-0-12 6-1-11 5-9-11 5.9.11 6-1-3 Scale=1:84.7 7x10 7.00 FIT 6x8 5 28 6 29 30 7 3x6- 34 831 3x6 9 • 27 262 ...' \i 10 32 I v 1 I� I 11 25 24 23 / 22 33 21 34 35 19 h 4 I, OC I r 44ID 1 I$ 20 2x4 I I = 17 16 15 13 12 2x4 11 3x6= 2x4 I 2x4= • 27-2-7 26-2.0 5.65 109.3 16-0-0 21.0-12 25.11.12 26,tE , 33.0.2 38-9.13 44.11-0 I H 5-65 i 5-2-13 I 5-2-13 5612 I 1.11-0 0-112 5.9-11 I 5-9.11 r 61.3 0-0-8 1.07 Plate Offsets(X,Y)-- (5:0-6-0,Edge),17:0-3-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.05 21-23 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.37 Vert(TL) -0.13 21-23 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.74 Horz(TL) 0.03 19 rVa n/a I BCDL 10.0 i Code FBC2014/rP12007 I Matrix-MS I Weight:334 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 17-19:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-21,5-20,6-19,8-16,7-19 REACTIONS. (lb/size) 25=986/0-5-8,19=1928/0-3-8,12=673/0-5-8 Max Horz 25=225(LC 11) Max Uplift 25=-169(LC 12),19=-60(LC 12),12=-158(LC 12) Max Gray 25=1004(LC 21),19=1979(LC 17),12=707(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1352/342,2-4=-1118/379,4-5=-777/386,5-6=-520/369,6-7=-214/317, 7-8=-297/328,8-10=-619/319,10-11=-887/286,1-25=-950/261,11-12=-647/211 BOT CHORD 24-25=-164/297,23-24=-203/1228,21-23=-142/1020,20-21=-38/681,19-20=-26/409, 15-16=-81/377,13-15=-168/678 WEBS 2-23=-289/93,4-23=-4/332,4-21=-576/174,5-21=-88/647,5-20=-610/26,6-20=0/719, 6-19=-1161/151,16-18=-114/637,7-18=-118/495,8-16=-699/186,8-15=-8/438, 10-15=-392/120,1-24=-190/974,11-13=-133/537,7-19=-815/103 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 4-7-10,Interior(1)4-7-10 to 16-0-0,Exterior(2) 16-0-0 to 33-6-10,Interior(1)33-6-10 to 44-9-4 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)19 except pt=lb) 25=169,12=158. A WARNING•Verity design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE MID-7473 ray.10/73/2015 BEFORE USE. r Design valid for use only with MilekS connectors.This design B based only upon parameters shown,and is for an individual building cornrxrxmt.not a truss system.Before use,the building designer MUM verily the appllcabllty of design parameters and properly hca{.x,rate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general grdd nce regarding the fabrication,storage,delivery,erection and bracing of trusses and thus systems,seeANSI/TPI l Quality Criteria,DS8-89 and BCSI Building Component i 6904 Parke East Blvd. Satiety Information available horn Truss Plate Institute,218 N.Lee Street Suite 312,Alexancila,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T9681088 1062810 T29 Piggyback Base 1 i 1 j Job Reference(optional_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:41 2016 Page 1 ID:bJQG2yxTV P3BU B_7f0VMeVywExl-2j3GGUTaLvNithw4dC8h0S6mGFz8b 1 cbfJ 1 ga5ySYOS 5.6-5i 10-3-15 I 16-0-0 I 21-7-3 I 27-2-7 33-7-8 39-1-8 I 44.11.0 5-6-5 4-9.10 5.8.1 5-7-3 5-7-3 6.5-1 5.6-0 5-9-8 Scale=1:81.3 6x8 0 6x6 II 7.00 I 4x5= 4 44 25 5 26 2 6 Bx10 4x5 J 3 7 3x6 i►� 8 2x4 II P8iii4x5 22 2 9 28 4x5 i 1 4x5 10 l 0 t. 29 301918 31 32 1733 16 34 15 35 14 Ip I¢ 21 20 =- 2x4 II 4x10= 3x6= 4x5=3x6- 4x10= 13 12 11 4x5= 2x4 II 4x10= 2x4 I I 0-A-0 5-6-5 I 12-8-9 I 19-10-12 I 27-2-7 I 33-7-8 I 39-1-8 44-11-0 I 0-3-0 5-3-5 7-2-3 7-2-3 7-3-11 6-5-1 5-6-0 5-9-8 Plate Offsets(X,Y)-- (14:0-5-8,0-4-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 1 Vert(LL) -0.07 15-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.17 14-15 >999 180 BCLL 0.0 * Rep Stress Inca YES WB 0.69 Horz(TL) 0.02 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:310 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-1 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-6. 7-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-18,4-17,5-17,6-15,7-15 REACTIONS. (lb/size) 21=519/0-3-8,11=780/0-5-8,17=2271/0-5-8 Max Horz 21=225(LC 11) Max Uplift 21=-230(LC 12),11=-67(LC 12),17=-491(LC 12) Max Gray 21=593(LC 21),11=819(LC 22),17=2349(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-719/457,2-3=-702/564,3-4=-249/333,4-5=-14/522,5-6=-260/136,6-7=-356/102, 7-9=-907/125,9-10=-1072/121,1-21=-545/330,10-11=-761/119 BOT CHORD 20-21=-206/258,18-20=-214/299,17-18=-346/190,15-17=-464/307,14-15=0/725, 7-14=-18/441 WEBS 2-20=-306/171,3-20=-347/461,3-18.-492/322,4-18=-518/709,4-17=-968/499, 5-17=-1238/318,5-15=-172/1008,7-15=-755/214,12-14=-30/834,10-12=0/712, 1-20=-242/435 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=45lt;eave=5f1;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 16-0-0,Exterior(2) 16-0-0 to 33-9-4,Interior(1)33-9-4 to 44-9-4 zone;cantilever left exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(t=lb) 21=230,17=491. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND SVCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/032015 BEFORE USE. 1 MI Design valid for use only with MllekiV connectors.This design is based only upon parameters shown,and Is for an indwldud building component,not a truss system.Before use,the balding designer must verily the applicabilly of design parameters and properly incorporate ibis design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing 1MiTek. Is always required for stability and to prevent collapse with possible personal injury and property damage. tot general guidance regarding the fabrication,storage,delNery,erection and bracing of trusses(Ind truss systems.seeANSl71'PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safely Information avdlable from Truss Plate institute.218 N.Lee Street.Suite 312.Nexandda.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia 1 19681089 10628T0 T30 Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:42 2016 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-W vdeUgUC6DVZVrVGBwlwxgfxGlJNKUskuzmD6XySYOR 5.6.5 10-3-15 16-0-0 21-7-3 27-2-7 33-7-8 39-1-8 44-11-0 5-6-5 l 4-9-10 I 5-8-1 I 5-7-3 5-7-3 i 6-5-1 5.6.0 5-9-8 Scale=1:81.3 6x8----- 6x6 II 7.1X) 12 4x5= 4 24 25 5 26 27 6 1 8x10 i 4x5 3 7 3x6 I iii 6 d 2x4 II P3 / ,, a 2 4x5 j� Ail 22 9 28 - 4x5 i 1 4x5 10 Io 29 301918 31 32 •1733 16 34 15 35 i4 f 7x10= c- 1:11 2'1 201 =. 2x4 Ii 4x10= = 4x5=3x6= 4x10- 13 12 11 4x5— 2x4 II 4x10= 2x4 II 0-A-0 5-6-5 I 12-8-9 I 19-10-12 27-2-7 i 33-7-8 39-1-8 I 44-11-0 0- -0 535 7-2-3 7-2-3 7-3-11 6-5-1 5-6-0 5-9-8 Plate Offsets(X,Y)-- [14:0-5-8,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lora) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.48 Vert(LL) -0.07 15-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.17 14-15 >999 180 BCLL 0.0 ' j Rep Stress lncr YES • WB 0.69 Horz(TL) 0.02 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:310 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-1 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 7-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-18,4-17,5-17,6-15,7-15 REACTIONS. (lb/size) 21=519/0-3-8,11=780/0-5-8,17=2271/0-5-8 Max Horz 21=225(LC 11) Max Uplift 21=-230(LC 12),11=-67(LC 12),17.491(LC 12) Max Gray 21=593(LC 21),11=819(LC 22),17=2349(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-719/457,2-3=-703/564,3-4=-249/333,4-5=-14/522,5-6=-260/136,6-7=-356/102, 7-9=-907/125,9-10=-1072/121,1-21=545/330,10-11=-761/119 BOT CHORD 20-21=-206/258,18-20=-214/299,17-18=-346/190,15-17=-464/307,14-15=0/725, 7-14=-18/441 WEBS 2-20=-306/172,3-20=-347/461,3-18=-492/322,4-18=-518/709,4-17=-968/499, 5-17=-1238/318,5-15=-172/1008,7-15=-755/214,12-14=-30/834,10-12=0/712, 1-20=-242/435 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=lolmph;TCDL=5.0psh BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 16-0-0,Exterior(2) 16-0-0 to 33-9-4,Interior(1)33-9-4 to 44-9-4 zone;cantilever left exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf 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.Opsi. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=lb) 21=230,17=491. / 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE A01.7473 rev.10103/2015 BEFORE USE mg Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual txllding component.not a truss system.Before tee,the bulling designer must verity Ito opt of design parameters and properly incorporate Was design into the overall bulking design. Bracing indicated is to prevent trickling of Individual truss web and/or chord members only.Addltkxol temporary and permanent tracing MiTek• is always required to stability aid to prevent collapse with possible personal kirny and property damage. For general guldmce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPll Cutty Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.Lee Street,Sulfe 312,Alexa ckia,VA 22314. Tampa.FL 33610 IJob I Truss ITruss Type Qty Ply Anastasia 79681090 1062870 1731 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:44 2016 Page 1 I D:bJQG2yxTVP3BU B_7f0VMeVyW Exl-TIIOV W W SdelHk8ff I KhO05kE0SyEoKJ 1 LHFKBQySYOP 7-1-12 14-0-0 19-10-12 .22.1-8 25-7-15 29-2-7 39-1-8 44-11-0 7-1-12 6-10-4 i 5-10-12 '2-2-12 i 3-6-7 3-6-7 I 9-11-1 I 5-9-8 Scale=1:82.8 7.00 12 6x6 11 4x10= 2x4 II 6x8 2 4 530 31 632 7 3x6 i ) 1r ! T., 2x4 II 3rm407:13 8 3x6 I\ '' 4x5 i9 re 2 29 a 4x5 e 28 ® S I 10 74 _ I 34 4x5 ii 1 ij Ii all 4x5 19________14120 — .. .zr 1 1 ], 141 27 26 25 24 2$x436 37 16 – 4x10= ,, 4x5= 3x6 4x10= 2x4 II 2x4 1I 2x4 11 14 13 12 2x4 II 4x10= 2x4 1 7x10= 0-3-0 7-1-12 14-0-0 19-10-12 .22-1.8 25-7-15 31-1-8 33-7-8 , 39.1.8 44-11-0 0-J-0 6-10-12 l 6-10-4 I 5-10-12 '2-2-12 1 3.6.7 5-5-9 1 2-6-0 ' 5-6-0 1 5-9-8 Plate Offsets(X,Y)-- (17:0-3-8,Edge],(20:0-2-0,0-0-01 l _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.12 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.30 18-19 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.03 12 n/a rt/a BCDL 10.0 j Code FBC2014/TP12007 Matrix-MS j Weight:353 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 20-22,16-18,8-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at mldpt 5-23 OTHERS 2x4 SP No.3 Web Brace:Length(member) 6-2-8(2-24);6-8-4(4-24);6-8-8 (7-19);6-0-4(6-19); REACTIONS. (lb/size) 27=652/0-3-8,12=886/0-5-8,23=2032/0-5-8 Max Horz 27=201(LC 11) Max Uplift 27=-292(LC 12),12=117(LC 12),23=-380(LC 12) Max Gray 27=690(LC 21),12=902(LC 18),23=2121(LC 2) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-854/581,2-4=-376/386,4-5=-272/373,5-6=-380/224,6-7=-380/224, 7-8=-1260/384,8-10=-1227/267,10-11=-1206/235,1-27=-626/399,11.12=-845/186 BOT CHORD 26.27=-175/285,24-26=-405/658,23-24=-342/164,22-23=-293/131,19-20=-346/166, 18-19=0/516,17-18=0/677,8-17=-316/191 WEBS 2-26=-145/267,2-24=-541/395,4-24=-266/0,5-24=-427/800,21-23=-1898/610, 5-21=-1888/621,7-19=-486/100,6-19=-289/138,5-19=-138/1057,7-17=-215/978, 10-13=-351/111,13-17=-102/1126,11-13=-98/829,1-26=-284/476 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.Opsh BCDL=5.Ops1;h=25ft;B=45tt;L=45ft;eave=5f1;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 14-0-0,Exterior(2) 14-0-0 to 35-6-10,Interior(1)35-6-10 to 44-9-4 zone;cantilever left exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.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.Opst. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=lb) 27=292,12=117,23=380. • A WARNING-Vniy&sign parameters and READ NOTES ON 17NS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10(03,2015 BEFORE USE. Design valid for use only with MITel&connectors.this design is trued only upon parameters shown,and Is for an Individual building comlxxrent,not a truss system.Before use,the bxildng designer must verity the applk:ablity of design parameters and properly Incorporate this design Into the overall txlding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.AddtIond temporary and permanent bracing MiTek. Is always required ter stability and to prevent collapse with possble personal Injury and property damage. for general guidance regarding the lubrication.storage.delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalkt le from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. 1 Tampa,FL 33610 Job /Truss Truss Type Qty Ply Anastasia T9681091 ,10628TO IT32 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:45 2016 Page 1 ID:bJQG2yxTVP3BUB 7f0VMeVywExl-xUJm6sW508t8MlErs2CdZlHO7s17XnoBax?tjsySY00 6-1-12 I 12-0-0 ) 19-10-12 22-1-8 i 25-7-7 31-2-7 l 39-1-8 44-11-0 l 6-1-12 5-10-4 7-10-12 2-2-12 3.5.15 5-6-15 7-11-1 5-9-8 Scale=1:81.0 4x10= 3x6= 6x8 3 30 31 4 5 326 7 7.00 12 ` _x + /e: 3x6 9 4x5* t. 21 4%.4' 33 4x5•-:I i 28 10 q d 4x5 r 1 / 000000•00,, 4x5 __ ./ 11 -4..i1 "Y 1 o 24 35 36 f 9 37 3838 3be 6 -A 4, .L.L 26 25 23 22 21 4x10= 16 3x5 II 4x5= 3x6 4x10= 3x4= 14 13 12 7x10= 4x10= 0 0 6-1-12 12-0-0 19-10-12 22-1-81 25-7-7 31-1-8 33-7-8 39-1-8 l 44-11-0 1 i 1 I 040 5-10-12 5-10-4 7-10-12 2-2-12 3.5.15 5-6-1 2-6-0 5.6.0 5-9-8 Plate Offsets(X,Y)-- (15:0-2-0,Edge],j17:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.69 Vert(LL) 0.16 22-23 >999 240 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.29 18-19 >999 180 BCLL 0.0 " 1 Rep Stress Incr YES WB 0.93 Horz(TL) 0.02 12 rVa n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS _ Weight:311 lb FT=2046 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, BOT CHORD 2x4 SP No.2"Except' except end verticals. 21-27,16-18,8-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-22 OTHERS 2x4 SP No.3 Web Brace:Length(member) 6-8-15(7-19); REACTIONS. (lb/size) 26=734/0-3-8,12=953/0-5-8,22=1928/0-5-8 Max Horz 26=178(LC 11) Max Uplift 26=-318(LC 12),12=-136(LC 12),22=-313(LC 12) Max Gray 26=745(LC 21),12=983(LC 18),22=2027(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-949/647,2-3=-599/527,3-4=-475/492,4-6=-623/293,6-7=-623/293, 7-8=-1395/415,8-10=-1406/331,10-11=-1329/284,1-26=-686/444,11-12=-929/214 BOT CHORD 23-25=-469/749,18-19.58/804,17-18=0/931 WEBS 2-23=-398/295,4-23=-405/724,20-22=-1811/553,4-20=-1772/574,6-19=-322/151, 4-19=-143/1052,7-19=-422/47,10-13=-397/128,13-17=-141/1250,11-13=-142/938, 7-17=-163/871,1-25=-373/603 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=5.0psf;BCDL=5.Opsh h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp B;Encl.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 12-0-0,Exterior(2) 12-0-0 to 37-6-10,Interior(1)37-6-10 to 44-9-4 zone;cantilever left exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)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,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 26=318,12=136,22=313. f A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/2016 BEFORE USE. 1111 Design valid lot use only with Milokss 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',ammeters 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 passible personal injury and properly damage. For general guidance regarding the Skid. East fabrication,storage,delivery.erection and bracing of trusses and tires systems.seeANSI/lP11 Quality Criteria,DSB-89 and BCSI Building Component 6a 6904 Parke East Satisfy Information avdtabie horn Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandrta,VA 22314. Tama. Job 'Truss Truss Type Qty I Ply Anastasia I T9681092 10628T0 IT33 Roof Special 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:47 2016 Page 1 I D:bJ QG2yxTV P3B U B_7f0V McVyw Exl-ttR XXYYLwl7sbcO E_T E5ej Mp4gwQ?I uT2 F U_olySYOM 31-5-3 I 5-1-12 10-0-0 14-11-6 I 19-10-12 24-8-8 } 29-8-0 31-1-8 i 39-1-8 I 44-11-0 5-1-12 4-10-4 4.11.6 4-11-6 4.9.12 4-11.8 -1.58 7-8-5 5-9-8 0311 Scale=1:84.1 7x6= 7x10 6x6= 4x5= 3x6- 4x5'- 9 7.0012 3 32 433 5 6 734 8" Náj4ss 10 i ; a 4x5- 4x5 231 11111100.,..„ 4x5 i 30 ......z. r 12 1 ] ii.111 .0.1,NN 28 27 26 25 24 23 37 38 17 �� _3x6= 5x8 II • 4x10=7x10= = 1$ 14 13 3x5 II 4x5= 4x5 4x10= 4x10= 0-A-0 5-1-12 i 10-0-0 i 14-11-6 19-10-12 22-1-8 f 29.8.0 1-1-8 33.7.8 , 39-1-8 i 44-11-0 I 04-0 4-10-12 4-10-4 4-11-6 4-11-6 2-2-12 7-6-8 1.5-8 2-6-0 ' 5-6-0 5-9-8 Plate Offsets(X,Y)-- (3:0-6-0,Edge),(18:0.3.8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.30 20-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.74 20-21 >403 180 BCLL 0.0 " Rep Stress Incr YES WB 0.70 Horz(TL) 0.01 23 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:321 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 22-29,17-19,10-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 8-7-8 oc bracing:26-27 7-21:2x6 SP No.2 6-0-0 oc bracing:23-24 2-2-0 oc bracing:20-21. WEBS 1 Rowatmidpt 5-23 REACTIONS. (lb/size) 28=721/0-3-8,13=942/0-5-8,23=1951/0-5-8 Max Horz 28=175(LC 11) Max Uplift 28.304(LC 12),13=-125(LC 12),23=-338(LC 12) Max Gray 28=733(LC 21),13=942(LC 1),23=1951(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-936/634,2-3=-678/544,3-4=-353/437,4-5=-353/437,7-8=-932/278, 8-9=-1108/349,9-10=-1152/385,10-11=-1206/303,11-12=-1267/252,1-28=-684/445, 12-13=-884/195 BOT CHORD 26-27=-463/750,24-26=-283/520,20-21=-30/470,19-20=-18/779,18-19=-20/593 WEBS 2-26=-312/233,3-26=-252/329,3-24=-317/138,4-24=-313/136,5-24=-459/821, 21-23=-1853/582,5-21=-946/482,7-21=-1065/179,7-20=-20/655,8-20=-694/240, 9-20=-129/539,11-14=-303/132,14-18=-165/920,12-14=-115/888,9-18=-211/561, 1-27=-413/651 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=45ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.1B;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 10-0-0,Exterior(2) 10-0-0 to 14-5-14,Interior(1)29-8-0 to 44-9-4 zone;cantilever left exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 28=304,13=125,23=3a8. A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/0312015 BEFORE USE vil• Design valid for use only with MllekT5 connectors.This design Is based only upon parameters shown.and Is for can Irdllvidual building component,not a truss system.Before use,the building designer must verify the appilcabIlty of design parameters arid properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent Lxrckling of individual truss web and/or chord members only. Addition al temporary and permanent bracing !AMA' is always iegtired for stability and to prevent collcpso with possible personal Intuit and property damage. mor general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information mailable ham Truss Plate institute,218 N.Lee Street.Suite 312,Nexardlria VA 22314. Tampa,FL 33610 Job Truss Truss Type !Qty Ply I Anastasia I T9681093' 10628T0 T34 Roof Special 11 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:48 2016 Page 1 I D:bJQG2yxTVP3BU8_7f0VMeVywExl-L3?vkuZzh3FiDmzQXAmKAxvvp3MYkCOdGuDXKBySYOL 4-1-12 i 8-0-0 13-11-6 19-10-12 22-1-8 i 27-8-0 I 31.1.831.5.3 39-1-8 _ 44-11-0 I 4-1-12 5-11-6 5 11-6 2-2-12 5-6-8 3-5-8 0-3-11 7-8-5 5-9 8 Scale=1:84.1 6x6= 8 7x10% 6x6= 3x6= 4x10= Vippo.3 7.00 12 3 4 6 7�:•l a e 4x5 i )1` 5 32 4x5 2 30 10 34 455 i 29 1 4x5 : E'er. N3iih\-10-4 11 25 3x5 19 35 36 .:a=7 k 17 14121 28 27 26 24 23 22 4x10= 16 .. 3x5 II 4x5= 4x5= 3x6=4x10= 3x5—3x4 i 7x10= 14 13 12 4x10= 0-3r0 4-1-12 8-0-0 I 13-11-6 19-10-12 22-1-81 27-8-0 I 31-1-8 , 33-7-8 I 39-1-8 I 44.11.0 I 0-3-0 3-10-12 ' 3-10-4 5-11-6 5-11-6 '2-2.12 5-6-8 3-5-8 ' 2-6-0 5-6-0 5-9-8 Plate Offsets(X,Y)-- [3:0-6-0,Edgel,16:0-2-0,0-2-01,117:0.3-8,Edge1[20:0-2-8,0-0.4],[21:0-2-4,0.1-8],[27:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.09 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.21 18-19 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 1 Horz(TL) 0.02 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I Weight:299 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 20-22,16-18,9-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3'Except' 6-23:2x6 SP No.2 REACTIONS. (lb/size) 28=621/0.3-8,12=861/0-5-8,23=2088/0-5-8 Max Horz 28=175(LC 11) Max Uplift 28=-274(LC 12),12=-102(LC 12),23=-413(LC 12) Max Gray 28=647(LC 21),12=865(LC 18),23=2088(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-793/571,2-3=-633/537,3-4=-278/430,4-6=-278/430,6-7=-719/182,7-8=-903/271, 8-9=-1096/301,9-10=-1111/222,10-11=-1147/199,1-28=-605/418,11-12=-807/170 BOT CHORD 26-27=-429/636,24-26=-316/501,23-24=-538/177,22-23=-359/0,20-21=-270/211, 19-20.570/202,18-19=0/642,17-18=0/643 WEBS 3-26=-212/289,3-24=-341/108,4-24=-346/147,6-24=-538/1021,21-23=-1937/638, 6-21=-1919/660,7-19=-728/260,6-19=-217/1432,10-13=-302/110,13-17=-113/986, 11-13=-70/781,8-17=-172/785,1-27=-397/570 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=5.0pst;h=25ft;B=45ft;L=45f1;eave=5f1;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 8-0-0,Exterior(2)8-0-0 to 12-5-14,Interior(1)27-8-0 to 44-9-4 zone;cantilever left exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) 28=274,12=102,23=413. 1 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev.10/03/2015 BEFORE USE. id. Design valid to use only with MIIekt)connectors.this design B based only upon parameters shown.and Is for an individual txrlding component,not a truss system.Before use.the building designer must verify the cu ik:oblity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of kndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stablity and to prevent collapse with possible personal Inlrny and properly damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSUTPl1 Quality Criteria,0S949 and SCSI Building Component 6904 Parke East Blvd. Safety Informafon available tram Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job ITruss Truss Type Oty Ply Anastasia 19681094 1062810 T35 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:50 2016 Page 1 ID:bJ0G2yxTVP3BUB_7f0VMeVywExl-HS6f9ZaDDgVOS36ofbooGMC_tyxC3pwkCie04ySYOJ 6-0-0 12.11.6 19-10-12 ,22-1-8, 25-8-0 i 31-1 31.5 -3 39-1-8 44-11.0 I 6-0-0 i 6-11-6 I 6-11-6 '2-2-12' 3-6-8 5.5.8 0-3.11 7-8-5 5-9-8 Scale=1:84.4 7x6= NAILED 7 2x4 II NAILED NAILED 5x12= 2 7x10 6x6= 7.00 12 NAILED NAILED 2x4 II 3x6= 2 NAILED 3 NAILED 5 6 4x5 27 28 29 30 31 32 4 � 9 7 ' 4x5 i 1 4x5 J n th 18 i22 26 34 35 25 36 37 24 23 38 39 40 21 41 15 42 'r.C ��..r1�4 I¢:— NAILED NAILED NAILED 3x6= 4x10= 3x5 I' 4x5= 3x6= 2x4 I 3x5= 13 12 11 NAILED NAILED 4x10= NAILED 3x5 II 2x4 II 4x10= 2x4 II 7x10 NAILED NAILED NAILED 0. 0 6-0.0i 12-11-6 19-10-12 ,22.1.8, 25-8-0 31-1-8 {33-7-8 i 39-1-8 I 44-11-0 0-3-0 5.9.0 6-11-6 6-11-6 '2-2-12' 3-6-8 5-5-8 2-6-0 5-6-0 5.9.8 Plate Offsets(X,Y)-- [2:0-6-0,Edge),[14:0.2-8,0-1-01,116:0-3-8,Edge),119:0-2-0,0-0.01,120:0-2-0,0-1-81,123:0-3-0,0-2-01,126:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Vdefl lid ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 i Vert(LL) 0.22 25-26 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 1 Vert(TL) -0.36 25-26 >656 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.88 Horz(TL) 0.02 11 ria n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS i - Weight:300 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. BOT CHORD 2x4 SP No.2'Except' WEBS Web Brace:Length(member) 5-8-7(5-23);6-9-13(7-18); 24-26:2x4 SP No.1,19-21,15-17,8-13:2x4 SP No.3 WEBS 2x4 SP No.3'Except' 5-22:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 26=1389/0-3-8,11=850/0-5-8,22=2813/0-5-8 Max Horz 26=169(LC 7) Max Uplift 26=706(LC 8),11=-115(LC 25),22=-915(LC 8) Max Gray 26=1412(LC 17),11=894(LC 14),22=2813(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1706/886,2-3.1308/842,3-5=-1308/842,5-6=-765/202,6-7=-976/318, 7-8=-11981251,8-9=-1217/198,9-10=-1194/182,10-11=-837/140 BOT CHORD 23-25=-740/1434,22-23=-719/222,21-22=-295/62,19-20=-502/190,18-19=-796/251, 17-18=0/746,16-17=0/937,14-15=-276/0 WEBS 2-25=-184/465,2-23=-278/85,3-23=-839/400,5-23=-1061/2308,20-22=-2541/807, 5-20=-2554/832,6-18=-718/277,5-18=-161/1530,7-18=-323/145,9-12=-359/87, 12-16=-38/1158,10-12=-64/819,7-16=-82/863,1-26=-1189/589,1-25=-723/1438 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=45ft;eave=5fh Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;end vertical left and right exposed;porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 26=706,11=115,22=915. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 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 Continued on cane 2 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 mv.10/03/2015 BEFORE USE. iiill. Design valid lot use only with MllekO 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 applicablIty of design parameters and property Incorporate this design Into the overall buldfng 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 ckxnage. For gerxrm guidance regarding the fdxlcatlon,storage,delivery-erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,0611-89 and BCSI BuNding Component 6904 Parke East BNd. Safety Information available prom Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T9681094 10628T0 T35 Roof Special Girder 1 1 _Job Reference_optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:50 2016 Page 2 1 D:bJQG2yxTV P3 B U B_7f0V M eVywExl-H S6f 9ZaDDgV0S36of booGM_C_tyxC3pw kC ie04ySYOJ 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=-60,7-10=-60,21-26=-20,17-19=-20,14-15=-20,11-13=-20 Concentrated Loads(Ib) Vert:2=-100(F)4=-100(F)24=-51(F)25=-51(F)27=-100(F)28=-100(F)29=-100(F)31=-100(F)32=-100(F)34=-213(F)35=-208(F)36=-51(F)37=-51(F)38=-51(F) 39=-51(F)40=-51(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 619.7473 rev.10/08@015 BEFORE USE. e. 1111 1 Design valid for use only with M11ekMN connectors. s design is based only upon parameters shown,and B anforkxdMdual building component,not `. a truss system.Before use,the bulking designer roust verify the appllcablity of design rxxarneters and properly Incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling of lndMdual truss web and/or chord members only. Additloflal temporary and permanent bracing MiTek- Is always reguked for stability and to prevent collapse with possible personal k,fuy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing 01 trusses and truss systems,sroANSI/1PI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ava.able from buss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T9681095 10628T0 T36 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:51 2016 Page 1 I D:bJQG2yxTVP3BUB_710VMeVywExl-leg 1 Nvbr__dH4Dh?DIJ 1 oZXW rHOIxi23ysSBxWySYOI 2-0-0 6-0-0 2-0-0 4.0-0 Scale=1:15.6 Special 4x5% NAILED 2x4 II 26 3 7.00 12 ii t. ii 2.4 II d 1 00000alliiiiiii.._11.. 1 1 I ' NI 1 1 ri 5 / 7 8 4 Special NAILED 3x4q= 3x4= a-0 2-0-0 I 6-0-0 1-9 0 4-0-0 Plate Offsets(X,Y)-- [2:0-2-8,0-1-12] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lora) Vdell Lid . PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 ( Vert(LL) 0.08 4-5 >823 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.16 4-5 >430 180 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 4 n/a IVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=233/Mechanical,5=234/0-3-8 Max Horz 5=32(LC 25) Max Uplift 4=-130(LC 5),5=105(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;end vertical left exposed;porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 4=130,5=105. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)81 lb down and 101 lb up at 2-0-0 on top chord,and 24 lb down and 16 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)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:7=-7(B)8=-3(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6111.7473 rev.10/022015 BEFORE USE. la Design valid for use only with MI IekJ connectors.fits 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 app licablity of design p®ameters and properly Incorporate this design into the overall bolding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satisfy Information avdlable from Tess Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tanga,FL 33610 Job Truss Truss Type Qty Ply I Anastasia T9681096 10628T0 T37 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:52 2016 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-ErEQaFcUIHm8hNGBmOgGLn3h5hlig9ODBW BITyySYOH I 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:21.6 2x4 II 4x5 2 3 • 7.00 TIF ,III • 6 •• • • 2x4 I . N 1 i . i . I` 5 N 4 3x4= 3x4= Q3-Q 4-0-0 6-0-0 03.0 3-9.0 2-0-0 Plate Offsets(X,Y)-- 12:0-2-8,0-1-41 • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.12 4-5 >587 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.16 4-5 >430 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=228/Mechanical,5=228/0-3-8 Max Horz 5=66(LC 12) Max Uplift 4=-105(LC 12),5=-59(LC 12) 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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 5-10-4 zone;cantilever left exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 4=105. A WARNING-Ver/7y dedQn parameters and READ NOTES ON THIS AND INCLUDED MlTEI(REFERANCE PAGE MO-7473 row.1603/2015 BEFORE USE 1111111 Design valid for use only with MIIekfn connectors.This design is based only upon parameters mreters shotin,and is for an Individual holding component,not a truss system.Before uso,the bulling designer roust verify the applicability of design pxramorers<xxi properly Incorporate this design ieto the overall balking design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members or Ackfitkmal temporary and rxrrmanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general gsidrnce rewiring the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ,Anastasia T9681097 10628T0 T38 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:53 2016 Page 1 I D:bJQG2yxTV P3BUB_7f0VMeVywExf-it oonbc6W bu?JXTNKjLVt_cgg432PSEMQAxI?OySYOG 5-9-8 13-5-13 13,-x-8 18-3-8 I 21-3-0 122-9-8 25-3-0 1 5-9-8 7-8-5 0-3-41 4-6-0 2-11-8 1-6-8 2-5-8 6x6= Scale=1:56.8 4 it 3 7.00E-2 21 5 4x5�i 6x6= 6 7 2 ROIeav 4x5 Its 1 131i.1T1♦I'.'. 111s1�7-. R 3 12 L: �. o Io y� `� r 24 25 _ a h� r 15 4x10= 8 Q 23 4x5= 19 18 17 3x4 7x10= 4x10= 5-9-8I 11-3-8 13-9-8 183.8 I 22-9-8 ) 25-3-0 5-9-8 5-6-0 2-6-0 4-6-0 4-6-0 2-5-8 Plate Offsets(X,Y)-- [4:0-3-0,0-2-41,[14:0-3-8,Edgel LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 , Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.12 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.26 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-MS Weight:174 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-14 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 3-17,13-15,9-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=998/0-5-8,19=998/0-5-8 Max Horz 19=-146(LC 10) Max Uplift 8=-120(LC 12),19=-101(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.1357/206,2-3=-1387/261,3-4=-1368/325,4-5=-1496/337,5-6=-1445/243, 8-10=-965/178,1-19=-940/172 BOT CHORD 18-19=-152/254,13-14=-74/966,12-13=-114/925,11-12=-225/1302,10-11=-218/1286 WEBS 2-18=-412/135,14-18=-192/1272,5-12=-284/151,6-10=-1502/273,4-12=-137/626, 1-18=-82/964,4-14.155/835 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=2511;B=45ft;L=25ft;eave=411;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-5-13,Exterior(2) 13-5-13 to 16-5-13,Interior(1)21-3-0 to 25-1-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(Jt=lb) 8=120,19=101. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/20I5 BEFORE USE. 1, pa Design valid for use only with MilekYo connectors.phis design is based only upnn rxsraneters shown.ax1 Is for an Individual fxitdkvg component,not a truss system.Before use,the building designer must verify the qpllcoUIiFy of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of irndlvidud truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal kniray and properly damage. Fa general guidance regarding the • fabrication,storage,delivery,erection and bracing of masses and Inas systems,seeANSI/IPIl Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable icon Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T9681098 10628T0 139 Roof Special '1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:54 2016 Page 1 ID:bJQG2yxTVP3BU B_7t0VMeVywExl-ADMA?xdkHvOsxhOauRskQC90GUOM8z4VfggsYrySYOF 5.9.8I 13.5.13 18-1-8 23-3-0 25.3.0 5-9-8 7-8-5 4-7-11 5-1-8 2-0-0 6x6_ Scale=1:57.3 4 2x4 IIA 16 7.00 I12 15 3 /)1111111111 2x4 I 5 4x5 i 2 6 =2x4 !I ;'i ,• 7 14 N - e 4x5....:3.1411044. y N ,J, 11 �..� 1:1:,, •.- J l`�(/ J �1 0 17 18 9 4x5= 1g =: 4x10= 13 12 11 7x10= 2x4 I 4x10= 2x4 'I 5-9-8 11-3-8I 18-1.8 { 25-3-0 5-9-8 ' 5-6-0 6-10-0 7-1-8 Plate Offsets(X,Y)-- [4:0-3-0,0-2-01,[10:0-3-0,0.2-12) -- LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.11 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.25 9-10 >999 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.41 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 _ l Matrix-MS _ Weight:168 lb FT=20% — — 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:11-12. REACTIONS. (lb/size) 8=998/0-5-8,13=998/0-5-8 Max Horz 13.157(LC 10) Max Uplift 8=-115(LC 12),13=-105(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.1350/210,2-3=-1236/251,3-4=-1188/318,4-5=-1314/326,5-6=-1297/216, 1-13=-942/175 BOT CHORD 12-13=-120/252,9-10=-74/824,8-9=-160/867 WEBS 10-12=-181/1165,4-10=-156/705,4-9=-128/556,5-9=-342/182,6-8=-1236/246, 1-12=-83/963 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=25ft;eave=4ft;Cat. II;Exp B;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-5-13,Exterior(2) 13-5-13 to 16-5-13,Interior(1)23-3-0 to 25-1-4 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=115,13=105. Q WARNING•VMIy deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII 7473 rev.10/03/201S BEFORE USE. k@. Design valid tor use only with Miteconnectors.This design Is based only uImmeters shown,and is for an at building component,not ' a truss system.Before use,the building designer must verity taro appticabilty of design['ammeters and properly incorporate this design Into the overall bulking design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" ' is always required for stability and to prevent collapse with possble personal Injury and property damage. for general guidance regarding the fabrication,storage.delivery,erection and bracing of tnuses and truss systems.seeANSI/TPI1 Quality Criteria,DS6-69 and SCSI Building Component 6904 Parke East Blvd. 1 Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T9681099 10628T0 T40 GABLE 1 1 _ Job Reference(pp ional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:55 2016 Page 1 1 D:bJQG2yxTVP3BUB_7f0VMeVywExl-eQ WYCHeM2C8jYr?mS80zzPhF2us6tUdftUQP4HySYOE 11-3-8 } 13-5-13 I 25.3.0 11-3-8• 2-2-5 11-9-3 5x6= Scale=1:45.9 12 11 Al 13 9 10 . 14 45 r• 46 7.0012 8 rr 15 7 16 I 6 17 • 18 • 5 i 47 19 4 3x6 I 3 21 2 rL a 3x6 II 'Z I ... ♦ :::: ••• •• ::::::: ••••. :::::::: • ♦• 33 32 31 30 29 28 27 26 25 24 23 22 Fr 42 41 dA 1A43-8 311 'i7 rrE 35 34 25-3-0 13-11-8 I 11-3-8 Plate Offsets(X,Y)-- [1:0-3-8,0-1-8),[21:0-3-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 43 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 � BC 0.05 Vert(TL) -0.00 43 >999 180 . BCLL 0.0 ' Rep Stress Inco YES WB 0.14 Horz(TL) 0.00 22 rVa n/a • BCDL 10.0 Code FBC2014/TPI2007 Matrix-S I Weight:198 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 10-34:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 • REACTIONS. All bearings 11-3-8 except(jt=length)22=13-11-8,31=13-11-8,32=13-11-8, • • 30=13-11-8,29=13-11-8,28=13-11-8,27=13-11-8,26=13-11-8,25=13-11-8,24=13-11-8, 23=13-11-8. • (Ib)- Max Horz 43=-146(LC 10) Max Uplift All uplift 100 lb or less at joint(s)43,34,33,22,35,36,37,38,39, 40,41,42,30,29,28,27,26,25,24,23 Max Gray All reactions 250 lb or less at joint(s)43,34,34,33,33,22,31,32, 35,36,37,38,39,40,41,42,30,29,28,27,26,25,24,23 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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=25ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-5-13,Exterior(2) 13-5-13 to 16-5-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)N/A 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'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. 10) Bearing at joint(s)33 considers parallel to grain value using ANSI/-PI 1 angle to grain formula. Building designer should verify 1 capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)43,34,33,22, 35,36,37,38,39,40,41,42,30,29,28,27,26,25,24,23. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MN-7473 rev.10103/2015 BEFORE USE. peff Design valid for use only with Mlrelcb connectors.This design Is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before use,the Miring designer must verify the appil:ablity of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury arid property damage. for general guidance regarding the krbrk:ation.storage,delivery.erection and bracing of trusses and Inns systems,seoANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information avdiable from nstitu Truss Plate Ite,218 N.Lee Street.Suite 312,Alexandria.VA22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Anastasia T96811001 10628T0 T41 Roof Special Structural Gable 2 1 Job Reference(optional • Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:57 2016 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-aot JdzgcagORo899ZZQR2gnY5iSELOJyLovW BAySYOC 0.8-8 2-0.8 3.4.8 4-9-3 6-1-3 j-5-8 7.5.3 10.1-3 14.1.3 18-1-3 22-4-4 10.8-8 I 1-4-0 ' 1.4.0 1-4-11 ' 1-4-0 0.4.50-11-11 2-8-0 I 4-0.0 I 4-0-0 4.3.1 Scale=1:38.0 2.00 r12 ii61 II 41�'J10loicii w 12 Pi rw � rrw39 8 rR3x8 II3x8 II6 7w a r .IMIIIII9 3X6 H 3x8 I I 4 5—�r w w a w w r 1 2 c - - _ — ` —.1.11111i111111111111° 26 ••••: i Job Truss Truss Type Qty Ply j Anastasia T9681101 10628T0 T42 Roof Special 10 1 I I _ I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:58 2016 Page 1 ID:bJQG2yxTVP3BU B_7f0VMeVywExl-2_bhrlgEK7W I PIkL7Hxga2Jgb5j W 41S5ZSe3hcySYOB 3-4-8 6-5-8 12-3-6 18-1-3 22-4-4 l 3-4-8 I 3-1-0 5-9-14 5-9-14 4-3-1 Scale=1:38.6 2.00 FIT 6x6 i I 4x56 16 4x5 3x6 7 4 5 15 spa arw. 4x5� 14 SA Tali 4x5= 3 i sr cf ro 2 sow ika CV V 4X10= � i 011arsilitillill.d... ...Ili11111111. 11 10 s 1.1 g 1 r 12 8x12= 4x6 174x10- 2x4 II Me 4x10 13 2x4 I 2.00 12 3-4-8 6-5-8 12-3.618.1.3 l 22-4-4 l I 3-4-8 3-1-0 I 5-9-14 • 5-9-14 4-3-1 Plate Offsets(X,Y)-- [10:0-2-12,0-2.01,[11:0-6-0,0-3-8],[12:0-3-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.26 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.67 10-11 >393 180 BCLL 0.0 • Rep Stress Ind YES WB 0.90 Horz(TL) 0.19 8 n/a n/a • BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 8-11:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-9 REACTIONS. (lb/size) 13=882/0-5-8,8=882/Mechanical Max Horz 13=84(LC 8) Max Uplift 13=-156(LC 8),8=-171(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-841/183,1-2=-2493/471,2-3=-4081/767,3-5=-2651/427,5-6=-1097/208, 6-7=-1084/209,7-8=-847/186 BOT CHORD 11-12=-545/2478,10-11=-808/3979,9-10=-445/2598 WEBS 1-12=-434/2351,2-12=-668/167,2-11=-276/1592,3-11=-5/290,3.-10=-1402/402, 5-10=-8/438,5-9=-1639/312,7-9=-210/1167 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=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-4-8,Interior(1)3-4.8 to 22-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to gIrder(s)for truss to truss connections. 6)Bearing at joint(s)13 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 13=156,8=171. 0 WARNING•Vad10(131201 fy dadgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev. 5 BEFORE USE Design valid for use only with Mllek2v connectors.his design is based only upon parameters stoand wn. Is to cn individual bulding component,not mn a truss system.Before uso,the bulking designer must verify the applicability 01 design rxrcrnotors and property incorporate this design Into the eyeful! truing design. Bracing indicated is to prevent buckling of IndiAdual truss web and/or chord members only.Additional temporary and permanent bracing M[Tek• is always requked for stability and to prevent collapse wllh possible personal Inlay and property damage. I of general guidance rogueing the fabrication.storage.delivery,erection and bracing of trusses and truss systems,see.ANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute.218 N.Lee Street,Suite 312,Noxanrirka,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Anastasia • T9681102'1 10628T0 T43 Monopitch Structural Gable 2 1 I Job Referencejgptional) l Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:42:59 2016 Page 1 I D:bJQG2yxTVP3BUB_7fOVMeVywExl-W B932eht5Re91 SJXh_Sv7Fsg9V59pK2Eo6OdD2ySYOA 0-7-12} 1-11-12 3-3-12 4-7-12 5.11-12 7.3-12 8-5-8 8-17.12 9-11-12 1 11-3-12 15-3-12 1 0.7.12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-1-12 0-2-4 1-4-0 1.4.0 4-0-0 Scale=1:26.7 3x4 1 11 2.00 IV 10 28 29 A r 10x12= 9 A i 8 Y T 6 7 tr .11111101161101111 = N 5 3 P7 4 sallY Y Y Y g III I 2 *i i c 17 16 15 14 13 12 a � o 21 3x4 I1 23 2.00 12 24 10.7-121 1-11-12 3-3-12 I 4-7-12 I 5.11.12 1 7-3-12 1 8-5-8 8-7-12 9-11-12 11-3-12 15-3-12 1 0.7.12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-1-12 0-2-4 1-4-0 1-4-0 4-0-0 Plate Offsets(X,Y)-- [8:0-6-0,0-1-81,(12:0-2.0,0-0-01 —r LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.18 20-21 >560 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Verl(TL) -0.41 20-21 >243 160 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 12 n/a 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. OTHERS 2x4 SP No.3 REACTIONS. All bearings 6-10-4 except(jt=length)24=0-5-8,17=0-3-8,17=0-3-8. (Ib)- Max Horz 24=88(LC 8) Max Uplift All uplift 100 lb or less at joint(s)24,12,15 except 13=-140(LC 1),16=-322(LC 1),17.208(LC 8) Max Gray All reactions 250 lb or less at joint(s)15,13,14,16 except 24=281(LC 1),12=261(LC 1),17=830(LC 1),17=830(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 8-17=-258/62 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 B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-3-12,Interior(1)3.3-12 to 15-2-0 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 studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)24,12,15 except (t=lb)13=140,16=322,17=208. __ A WARNING-Verify parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7479 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek)connectors.This design is bused only ur xrn parameters s110441,and Is lot an Individual building component,not a Bass system.Before use,the building designer must veiny the applicability of design rxxcxneterscoxal properly IIxxrpxrate this design into the overall building ng design. Bracing indicated Is to prevent buckling of individual Inas wet>and/or chord meml v>rs only. Additional temporary and permanent bracing M iTe k Is always required for stability acid to prevent col101ase with possible personal Injury and property damage. For grmeral guidance regarding the Lfabrication,storage,delivery,erection and bracing of trusses and fuss systems-seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Teas Plate Institute.218 N.Lee Street.Suite 312,Alexandria-VA 22314. Tampa.FL 33610 Job I Truss Truss Type - Qty Ply Anastasia -- 1 T9681103 1062870 T44 Roof Special 10 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:43:00 2016 Page 1 ID:bJOG2yxTVP3BU B_7f0VMeVywExl-?Nj RF-iVslmOfctjEhz8gTP?GvOcYd_O1 m7AIUySYO9 4-4.8 8.5-8i 15-3-12 4-4-8 4.1.0 6-10-4 Scale=1:26.5 3x4 I1 , 4 2.00 112 11 12ill 4x5 3 m 0111 P: 4x5- nt 2 10 WI4x5= 9 w r _ — Ma SW 6 5 tr OW 7:10= 4x5= Y 7 4x5 8 2.00 12 2x4 I! 4-4-8 8.5.815-3-12 I 4-4-8 4-1-0 6-10.4 • Plate Offsets(X,Y)-- [1:0-2.4,0-2-01,[6:0-34,0-3-41,17:0-24,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.16 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.39 5-6 >465 180 • BCLL 0.0 ' Rep Stress Ind YES 1 WB 0.64 Horz(TL) 0.11 5 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.8.8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (lb/size) 8=601/0-5-8,5=601/Mechanical Max Horz 8=88(LC 8) Max Uplift 8=-117(LC 8),5=-144(LC 9) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-563/151,1-2=-1841/403,2-3=-2317/519 BOT CHORD 6-7=-479/1825,5-6=-565/2219 WEBS 1-7=-358/1686,2-7=-341/133,2-6=-125/476,3-6=-14/414,3-5=-2157/554 NOTES- - 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=2511;B=45ft L=24ft;eave=4ft Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-2-0 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 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 8=117,5=144. •. OMNI A WARNING-V.,Hy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5411-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MITekS>connectors.this design is based only upon parameters snows,and Is for an individual building cornrxne nt.not a truss system.Before use,the briding 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 ent bracing ; MiTek' is always required for stability and to prevent collapse with possible personal MILE/and property damage. For general guidance regarding the EBlvd. fatrk:atlo n,storage.delivery,erection and bracing of trusses and truss systems seeANSl/TPI I Qualify Cd6904East terla,DSB-89 and BCS/Building Component Tampa.04 ParkeFEasi Safely Information available horn buss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss I Truss Type Qty Ply Anastasia T9681104 10628T0 T45Flat Girder 1 2 iJob Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:43:02 2016 Page 1 ID:bJQG2yxTV P3BUB_7f0VMeVywExl-xmrCggjlOM0juv16M60cluUG6j2z0TzhU4cHgNySYO7 3-6-06.10.4 10-2-8 13-6-12 16-11-0 I 20-5-0 3-6-0 3-4-4 I 3-4-4 3.4-4 I 3-4-4 3.6.0 Scale=1:36.8 5x12= 5x6= 4x5= 2x4 I 3x8 = 4x5= 5x6= 5x12= 1 2 3 16 4 5 17 6 7 8 ,. 0 i 4 �� \iI H �r, 411111144_ ^ I ... i 1 I " I 1 I I 1 •I .0 I :.: I 1 1 I I I I I _ 15 18 19 20 14 21 22 13 23 24 25 12 26 27 28 11 29 30 10 31 32 33 9 7x14 MT2OHS I1 8x10 JUS24 8x12 MT2OHS= JUS24 7x10 = JUS24 JUS24 7x6 JUS24 8x10= JUS24 7x14 MT2OHS II JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 SPECIAL ANCHORAGE,DESIGNED BY OTHERS,IS REQUIRED AT SUPPORT(S) LOCATION(S)TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH SHOWN BELOW. 3-6-0 6-10.4i 10-2-8 13-6-12 16-11-0 20-5-0 3-6-0 i 3-4-4 3-4-4 3-4-4 3.4.4 3.6-0 Plate Offsets(X,Y)-- [1:Edge,0-2-41,[2:0-2-4,0-2-8],[7:0-2-4,0-2.81,18:Edge,0-2-41,[9:0-5-8,Edgel,[11:0-2-12,0-4-01,[12:0-5-0,0.4-41,[13:0-6-0,0-4.8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.30 12 >803 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.72 12 >331 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 Horz(TL) 0.10 9 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:259 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins, BOT CHORD 2x6 SP No.1 'Except' except end verticals. 9-13:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing. WEBS 2x4 SP No.3'Except' 1-15,8-9:2x6 SP No.2,1-14,8-10:2x4 SP No.1 2-13,3-12,6-12,7-11:2x4 SP No.2 REACTIONS. (lb/size) 15=7974/0-5-8,9=8064/0-3-8 (req.0-4-12) Max Uplift 15=-1823(LC 4),9=-1830(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-6752/1556,1-2=-10674/2430,2-3=-16888/3830,3-4=-19107/4308, 4-6=-19107/4308,6-7=-17054/3868,7-8=-10677/2430,8-9=-6748/1555 801 CHORD 14-15=-84/362,13-14=-2430/10674,12-13=-3857/16997,11-12=-3868/17054, 10-11=-2430/10677,9-10=-84/362 WEBS 1-14=-2782/12227,2-14=-4135/982,2-13=-1681/7410,3-13=-1554/387,3-12=-609/2484, 6-12=-596/2416,6-11=-1503/377,7-11.1704/7507,7-10=-4075/969,8-10=-2782/12230 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,2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opst;h=25ft;B=45ft;L=2411;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)WARNING:Required bearing size at joint(s)9 greater than input bearing size. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=tb) 15=1823,9=1830. 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-10-4 from the left end to 18-10-4 to connect truss(es)to front lace of bottom chord. 11)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starling at 1-6-12 from the left end to 19-6-12 to conned truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. MRt..�drHMIU WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MI1.7473 rev.IO,8512016 BEFORE USE. Design valid for use only with Milek4i connectors.This design Is based only upon parameters shown,and Is for an individual building cornrxsnent,not a truss system.Before use,the bulking designer must verity the apptMabIlty of design parameters and properly Incxxporato this design Into the overall bribing design. Bracklg Indicated Is to prevent budMIng of Individual truss web and/or chord members only.Additional temporary and permanent bracing M(Tek" Is always required for stability and to prevent collapse w th possble personal Inlay and property damage. For general guickaace regarang the fabrication,storage,delivery.erection and bracing of trusses and Miss systems,seeANSI/IPI1 Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informaion available horn Truss Plate Insttute.218 N.Lee Street.Stile 312.Atexandda.VA 22314. Tampa.FL 33610 Job Truss iTruss Type Qty IPly Anastasia T9681104 10628T0 T45 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:43:02 2016 Page 2 ID:bJQG2yxTVP3BUB_7(0VMeVywExl-xmrCggjI0M0juv 16M6ocluUG6j2zOTzhU4cHgNySY07 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-8.60,9-15=-20 Concentrated Loads(Ib) Vert:13=-581(F)14=-863(B)11=863(B)10=-581(F)18=-585(F)19=-863(B)20=-581(F)21=-581(F)22=-863(B)23=-863(B)24=-581(F)25=-863(B)26=-581(F) 27=-863(B)28=-581(F)29=-581(F)30=-863(B)31=-863(B)32=-581(F)33=866(6) • • • • • • V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER'REFERANCE PAGE MIr-7473 rev.104032015 BEFORE USE. Design valid for use only with MIIekS)connectors.Ihls design Is based only upon parameters shown,and is tor an individual building component.not a truss system.Before use,this building designer must verify the applicability of design parameters and properly incorporate this design Into the overall i briding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the • kt,ricatkm,storage.delivery,erection and bra cIng of trusses and truss systems,seeANSI/TPI1 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 I Qty Ply Anastasia T96811051 10628T0 Vol Roof Special 2 1 tJobReference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 17 09:43:03 2016 Page 1 ID:bJQG2yxTVP3BUB.7IOVMeVywExl-PyPau0kN9g8aW 3clwgXrH51 b76a6185gjkMgMpySYO6 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 11-3-12 1.4-0 I 1-4-0 1-4-0 i 1-4-0 l 1-4-0 4-7.12 3.00[12 r leg I Scale=1:29.2 15 6 s 3xa 4 A 3 14 r 2 Y i I B Y r 7 • 0 9 ■ • 10 7.00 12 • II P F, 12 1'3 2-8-0 4-0-0 I 5-4-0 I 6-8-0 11-3-12 2-8-0 1-4-0 1-4-0 1-4-0 4-7-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl. Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a - n/a 999 BOLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 7 n/a n/a • BCDL 10.0 Code FBC2014/TPI2007 I Matrix-S Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 11-2-14. (lb)- Max Horz 13=81(LC 8) Max Uplift All uplift 100 lb or less at joint(s)'7,12,11,10,9,8 Max Gray All reactions 250 lb or less at joint(s)13,7,12,11,10,9 except 8=315(LC 1) 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.Opsf;BCDL=5.Opsf;h=251h B=45th L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-4-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.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)7,12,11,10,9,8. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)13,7,12,11,10,9,8. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.ICV032015 BEFORE USE. lot Design valid for use only with Mr TOM connectors.this design Is taxi only upon parameters shown,and Is for an IndiNdual briding component,not a truss system.Before use,the trikIng designer must verily the rrppllcat ally 01 design parameters and properly incorporate this design into the overall balking design. liar:ig indicated is to prevent buckling of hxdlvkival inns web and/or chord members oNy.Acddrkrial temporary and permanent bracing MiTek- Is always requked to stability and to prevent collapse with possible personal Inlay and property clamour:. For general grids ce regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sdey Informallon available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. 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