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1787 ATLANTIC BEACH DR - TRUSS mom Nu'., Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek& RE: 9041TO - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: Model: San Tropez Tampa,FL 33610-4115 Lot/Block: 39 Subdivision: Atlantic Beach Address: City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Pontigo License #: 53311 Address: 420 Osceola Ave City: Jacksonville State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 106 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. j Seal# Truss Name Date No. Seal# Truss Name Date ;1 T8086959 EJ01 2/22/016118 T8086976 F02 2/22/016 12 T8086960 EJ02 2/22/016119 T8086977 F03 2/22/016 13 T8086961 1 EJ04 2/22/016120 IT8086978 F04 2/22/016 4 T8086962 1 EJ05 2/22/016121 T8086979 F05 I 2/22/016 5 T8086963 ' EJ06 2/22/016122 T8086980 F06 1 2/22/016 6 T8086964 EJ07 2/22/016123 T8086981 F07 12/22/016 7 T8086965 EJ12 2/22/016124 1T8086982 F08 1 2/22/016 8 T8086966 EJ13 2/22/016 125 1T8086983 F09 2/22/016 9 18086967 EJ14 2/22/016126 1T8086984 F10 2/22/016 110 1 T8086968 EJ15 2/22/016 127 118086985 !F11 2/22/016 11 1 18086969 EJ16 2/22/016128 1T8086986 F12 2/22/016 12 118086970 EJ17 2/22/016129 118086987 FG01 2/22/016 113 118086971 EJ22 2/22/016130 1T8086988 1 FG02 2/22/016 118086972 EJ24 2/22/016 131 T8086989 1 FT01 2/22/016 115 1T8086973 1 EJ26 2/22/016 132 T8086990 FT02 2/22/016 116 T8086974 EJ27 2/22/016 133 18086991 GEB01 2/22/016 117 1T8086975 1F01 2/22/016134 T8086992 GEB02 1 2/22/016 The truss drawing(s)referenced above have been prepared by MiTek ��,, Industries, Inc. under my direct supervision based on the parameters ,`N C PaUIN VF4 '''' provided by Building Component Supply. �� ,••�G E NSS..� ' •Truss Design Engineer's Name: Velez, Joaquin z I u 68182 • My license renewal date for the state of Florida is February 28, 2017. = * AO �* = IMPORTANT NOTE:Truss Engineer's responsibility is solely for ;-° ' I '�; ��' STATE OF �/• design of individual trusses based upon design parameters shown :O'•. <v: on referenced truss drawings. Parameters have not been verified ��.' <•I. O R O P'� `� as appropriate for any use. Any location identification specified is �'i.;sSj'""". .,,\0.\0.% � for file reference only and has not been used in preparing design. �1-Iiii A�o- % Suitability of truss designs for any particular building is the Joaquin Velez PENo.68182 responsibility of the building designer, not the Truss Engineer, MITek USA,Inc.FL Cert 6634 6904 per ANSI/TPI-1, Chapter 2. Date: arkeEast Blvd.Tampa FL33610 February 22,2016 Velez.Joaquin 1 of 2 RE: 9041T0 - Site Information: Customer Info: Toll Brothers Project Name: Model: San Tropez Lot/Block: 39 Subdivision: Atlantic Beach Address: City: Atlantic Beach State: FL No. ,Seal# Truss Name Date No. Seai# [truss Name Date 35 18086993 GEB03 2/22/016178 18087036 T41 2/22/016 36 T8086994 HJO1 2/22/016179 18087037 T42 2/22/016 37 T8086995 HJO2 2/22/016180 T8087038 T43 2/22/016 38 T8086996 HJ12 2/22/016181 T8087039 T44 2/22/016 39 T8086997 HJ22 2/22/016182 T8087040 T45 2/22/016 40 T8086998 T01 2/22/016183 T8087041 T46 2/22/016 41 T8086999 T02 2/22/016184 T8087042 T47 2/22/016 42 18087000 T03 2/22/016185 T8087043 T48 2/22/016 43 T8087001 T04 2/22/016186 T8087044 T49 2/22/016 [44 18087002 T05 2/22/016187 T8087045 T50 2/22/016 45 18087003 106 2/22/016188 18087046 T51 2/22/016 46 T8087004 T07 2/22/016189 T8087047 T52 2/22/016 47 T8087005 T08 2/22/016190 T8087048 T53 2/22/016 48 T8087006 109 2/22/016191 18087049 T54 2/22/016 49 18087007 T10 2/22/016192 18087050 T55 2/22/016 50 T8087008 T11 2/22/016193 18087051 T56 2/22/016 51 T8087009 T12 2/22/016194 18087052 T57 2/22/016 52 T8087010 T13 2/22/016195 T8087053 T58 2/22/016 53 18087011 T14 2/22/016196 18087054 T59 2/22/016 54 T8087012 T15 2/22/016197 T8087055 T60 2/22/016 55 T8087013 T16 2/22/016198 T8087056 T61 2/22/016 56 T8087014 T17 2/22/016 99 T8087057 T62 2/22/016 57 T8087015 T18 2/22/016 100 18087058 T63 2/22/016 58 18087016 T19 2/22/016 101 T8087059 T64 2/22/016 159 T8087017 T20 2/22/016 102 18087060 T64A 2/22/016 60 I T8087018 T21 2/22/016 103 18087061 T65 2/22/016 61 18087019 T23 2/22/016 104 T8087062 T66 2/22/016 62 118087020 T24 2/22/016 105 18087063 T67 2/22/016 63 118087021 T25 2/22/016 106 18087064 T68 2/22/016 64 18087022 T26 2/22/016 65 T8087023 T27 2/22/016 66 T8087024 T28 2/22/0161 67 18087025 T29 2/22/016 68 18087026 T30 2=016 69 T8087027 1311 2/22/016 FEE COPY '.:. 70 T8087028 T32 2/22/016 71 T8087029 T33 2/22/016 72 T8087030 T34 2/22/016 73 18087031 T36 2/22/016 74 T8087032 T37 2/22/016 75 18087033 1 138 2/22/016 76 18087034 1139 2/22/016 77 18087035 1140 2/22/016 2 of 2 Job Truss Truss Type Qty Ply T80869591, 9041 TO EJ01 JACK-OPEN 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:21 2016 Page 1 ID:WccG8uC_ppF7oCIwtW7En4ztWr7-AX6Qj8GbraieAD wigmGkutEpv81AJ4RL?vtCWzjWum I 1-6-4 i 1-6-4 Scale=1:9.7 6.00 12 2 p 1 ,o q ', o 3 3x5 I I 1-6-4 1-6-4 Plate Offsets(X,Y)-- 11:0-2-8,0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 2 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:6 lb FT=20% ■ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer ■ Installation guide. REACTIONS. (lb/size) 2=36/Mechanical,3=24/Mechanical,1=60/0-5-8 Max Horz 1=31(LC 12) Max Uplift 2=-24(LC 12),3=-6(LC 12),1=-2(LC 12) Max Gray 2=36(LC 17),3=27(LC 3),1=60(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0ps1;BCDL=5.0psh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,01111111.1. will lit between the bottom chord and any other members. ``�� Qv N VI-,,,, 4)Refer to girder(s)for truss to truss connections. Q.•5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. `.' ,�•.\G,E•N,-• " ",, 6)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ; •• \r F•••• i• No 68182 � , :�� - ` � E OF ��∎,:if . O R ,OP �/ ie,40 N A'%%0. Joaquin Velez PE No.68162 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.1010312015 BEFORE USE. Design valid for use only vAth Miler. S)connectors.Ihis design Is based only upon parameters shown.and Is for an hdividtxi building component.not a truss system.Before use,the bulking designer must verity the applicability of design pxxaxneters and properly Incorporate this design Into the overall bulking design. Bracing indicated Is to prevent budding of Indlvklual 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/TP11 Quality Criteria,DSB-89 and BCSI Bulling Component 6904 Parke East Blvd. Safety Information avcftable from buss Plate institute.218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T8086960 9041T0 EJ02 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:22 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-ejgpwTGDcugvnNZ6GNHVG6BPFJ UcvmKaZfeQlyzj W ul I 2-0-0 2-0-0 Scale=1:10.9 2 6.00 12 • 1 n rn ,N 3 x 5 1 1 ri 3 2-0-0 2-0-0 Plate Offsets(X,Y)-- ]1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=50/Mechanical,3=30/Mechanical,1=80/0-5-8 Max Horz 1=41(LC 12) Max Uplift 2=-32(LC 12),3=-5(LC 12),1=-5(LC 12) Max Gray 2=50(LC 1),3=36(LC 3),1=80(LC 1) FORCES. (lb)-Max.Comp-/Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=41t;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 111111111/"� will fit between the bottom chord and any other members. `��% (�U N 4)Refer to girder(s)for truss to truss connections. %% OP• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. `�� ' ••• G E•N S'•• �i� 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. : •• \. t ..• • No 68182 • :it/ E OF •4 .4, .4 • 0 R ,9•*.a. �•`� let)/QNA�E110N Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 � _ I 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/03/2016 BEFORE USE. Desl{.li valid for use only with Mllekw?w connectors.This design is based only upon parameters shown,and Is for on krdividual building component not a truss system.Before use,the building designer must verify the applk:ablilty of design parameters and properly Incorporate this design Into tto overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members ordy.Additional loin;xxery and permanent t racing MiTek' is always required for stability and to prevent collapse with possible personal httry and property damage. for general guidance regarding the fabrication,or,storage.delivery,erection and bracing of Busses and truss systems.SeeANSI/TPI t Quality Criteria,D5B-89 and SCSI Building Component 6904 Parke East Blvd. Safely information available from Ttss Plate institute,218 N.lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T80869611 9041T0 iEJ04 Half Hip 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:23 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-6wEB8pHrNCzM PW 81g5okpJkX6jkCeDgkoJO_HPzj W uk i 3-6-4 i 5-0-0 3-6-4 1-5-12 2 Scale=1:14.6 3 4x5 6.00 12 9 • 1 1 fi 52x4 II 4 3x5 II 2-4-7 3.6.4 { 5-0-0 2-4-7 1-1-13 1-5-12 Plate Offsets(X,Y)-- 11:0-2-8,0-0-7] LOADING (psi) SPACING- 2-0-0 CSI. 1 DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.07 5-8 >791 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.11 5-8 >527 180 BCLL 0.0 • Rep Stress!nor YES WB 0.06 Horz(TL) 0.06 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 j Installation quide. REACTIONS. (lb/size) 3=42/Mechanical,4=155/Mechanical,1=197/0-5-8 Max Horz 1=73(LC 12) Max Uplift 3=-31(LC 8),4.47(LC 12),1=-34(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(])3-0-0 to 3-6-4,Exterior(2)3-6-4 to 4-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water podding. `'1 I 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ,`�� v)N v h1�te 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 � ,Q e ie will fit between the bottom chord and any other members. �� ,Q •E•N r• F��i 6)Refer to girder(s)for truss to truss connections. `� .. \,\G 0 •.• �i0 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. N No 681 8 2 :. -. : 1 1 * :x :.---r�, • O RE, 0.F. ": :� 4 . • .. i P , 'li; 0NA -�; Joaquin Velez PE No.68182 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 • 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*411-7473 rev.10/13/2015 BEFORE USE. 1 11111 Design valid for use only with MITekSJ connectors.this design Is based only upon pxxarneters shown.and is lot an individual brriding component,nt,rot a truss system.Before use,the building designer must verify the app licabtity of design txx<xnelefs and properly Incorporate this design into the overall txAding 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 tor 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,S0eANSI/Wil Quality Criteria,DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.tee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type ;Qty 1 Ply 9041T0 EJO5 Jack-Open 3 1 T8086962 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:23 2016 Page 1 ID:WccG8uC...ppF7oCIwtW 7En4ztW r7.6wE B8pHrNCzMP W 81g5okpJkV7j16eDZkoJO_HPzj W uk 5-0-0 5-0-0 Scale=1:18.3 2 6.00 FI 7 on di IBA so N ►/ 3 3x5 I I 5-0.0 5-0-0 Plate Offsets(X,Y)-- [1:0-2-4,0-0-11] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl L/d ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.06 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.08 3-6 >704 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2.130/Mechanical,3=68/Mechanical,1=197/0-5-8 Max Horz 1=101(LC 12) Max Uplift 2=-83(LC 12),1.20(LC 12) Max Gray 2=130(LC 1),3=92(LC 3),1=197(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0ps1;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3.0-0 to 4-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 10111111Di, will fit between the bottom chord and any other members. `,%%/ (\U N V t-", 4)Refer to girder(s)for truss to truss connections. P. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. `��, , .••�G E•N S;••.�,��i 6)"Semi-rigid pitchbreaks including heels Member end fixity model was used in the analysis and design of this truss. •• \. F••• • No 68182 • E OF J ice •,,•.��I/,9 0. O R `�Q.�\ `�• N A L -in 11lii% Joaquin Vetez PE No.68182 MiTek USA,Inc.FL Cett 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 mi r, t 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/1015 BEFORE USE. -. Design valid for use only with MilekS)connectors.This design k based only urxi n rxxamelers shown,and is for an Individual building component.not a truss system.Before rise.!he buikfng designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of I ndNklual tans web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required nor stability and to prevent collapse with possible personal him and properly damage. For general gtidkxnce regarding the fabrication,storage,delivery,erection and bracing of trusses and toss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdtot>le from Truss Plato Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply -- T8086963 9041T0 EJ06 Jack-Open 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:24 2016 Paget ID:WccG8uC_ppF7oC1wtW7En4ztW r7-a6oZL91T8V5DI gjVNoJzLXHdL63dNgptl z7XprzjW uj 6.0.0 6-0-0 Scale=1:20.7 2 ' 6.00172- 8 rn 6 7 rN ib 1 O ' • f, ►t ►� 3x6 11 3 I 6-0-0 I 6-0-0 Plate Offsets(X,Y)-- (1:0-3-0,0-1-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.10 3-6 >705 240 MT20 244/190 TCDL 10.0 t Lumber DOL 1.25 BC 0.47 Vert(TL) -0.17 3-6 >408 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) 1 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 purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE ; MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 ■ be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=237/0-5-8 Max Horz 1=122(LC 12) Max Uplift 2=-100(LC 12),1.26(LC 12) Max Gray 2=157(LC 1),3=111(LC 3),1=237(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,`1111111//z" will fit between the bottom chord and any other members. ,,��l av N Vt-", 4)Refer to girder(s)for truss to truss connections. P. z 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) ♦♦♦♦ 'i.• ........G ••'c °0 2=100. ♦ •• 'V F '. 6)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. : • No 68182 / .. • ... =-'3;dri ' ' E OF : 1. •�1 ,Q;.��♦, '1.,i0 N A�%0.• Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 A WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MIF7473 ray.10/03/2015 BEFORE USE. Design valid for use only with Mliek8:connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not . a truss system.ttetae use,the brictYnp designer must verity the applicabity of design parameters and properly Incorporate tt>h design Into the overall txiding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.AddltIonal 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/Tp11 QuaNfy Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.tee Street.Sole 312,Alexandria,VA 22314. Tampa.FL 33610 - Job Truss Truss Type Qty I Ply T8086964 9041T0 EJ07 Half Hip 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:25 2016 Page 1 I D:WccG8uC_ppF7oCIwtW 7En4ztW r7.21MxZVJ6vpD4eglhxVrCukprYW LI66v1 Fdt5LHzj W ui 4-0-0 I 6-10-0 4-0-0 2-10-0 4x5= Scale=1:17.6 2 3 6.00 12 9 N q n N N 1 N 1 0 . . 5 4 2x4 I I 3x5 ! I 4-0-0 6-10-0 4-0-0 2-10-0 Plate Offsets(X,Y)-- 11:0-2-0,0-0-7) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.25 5-8 >322 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.41 5-8 >196 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 I Horz(TL) 0.24 3 n/a Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:25 lb FT=20% . i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE SP No.3 I be installed during truss erection,in accordance with Stabilizer Left: Installation guide. REACTIONS. (Ib/size) 3=83/Mechanical,4=188/Mechanical,1=271/0-5-8 Max Horz 1=83(LC 12) Max Uplift 3=-60(LC 8),4=-44(LC 12),1=-55(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-214/251 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=5.0pst;h=25ft;B=451t;L=24tt;eave=4f1;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 6-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `��11111//� 3)Provide adequate drainage to prevent water ponding. �� „(c.,,I, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ss nr.ay.N v gee.c.N 5)•This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ■• , •E N• will fit between the bottom chord and any other members. :� •••V\C' S'�•.• �i: 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. No 681 82 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. :Of I •:* =E OF J .,� 1/ONALEtx ,.• I p""11111100- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 A WARNING-Verity Mr design paramelera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE -7473 ray.10/032015 BEFORE USE. Design valid for use only with Mllek7u connectors.This design is txud se only upon parameters shown,and Is for an IndMdual Wilding component,not mil. a truss system.Before use,the txrlldlng 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 pile personal hkury and property damage. For general gall nce regarding the fabrication,storage,delivery.erection(MCI bracWf of trusses and truss systems.seeANSI/IPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute.2111 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T8086965 9041T0 EJ12 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:25 2016 Page 1 ID:WccG8uC_ppF7oCIwtW7En4ztWr7-21MxZVJ6vpD4eglhxVrCukpwQW Wc6731 Fdt5LHzjWui 2-0-0 I 2-0-0 400 12 I Scale=1:9.5 3 A 1 . V ', o wial„,„1„11 ,_x_ 3x4 4 M:' 3x5 I 2-0-0 I 2-0-0 Plate Offsets(X,Y)-- 11:0-1-12,0-2-91 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES j WB 0.00 Horz(TL) 0.00 1 Na Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 , MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. j REACTIONS. (lb/size) 1=80/0-5-8,3=52/Mechanical,4=27/Mechanical Max Horz 1=27(LC 12) Max Uplift 1=-11(LC 12),3.28(LC 12),4—2(LC 12) Max Gray 1=80(LC 1),3=52(LC 1),4=33(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=251t;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide {{{{I 111111�� will fit between the bottom chord and any other members. ,``�� - j(N v'-��, 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. `�� ,�••�G•E•N 8•••"c ,•!i 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ; .' \. F•'. No 68182 * ' ' :* �.0, l * :CC•4/..' . E OF :�� • 11111 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 1 o WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/7015 BEFORE USE. mi—, Design valid for use only with MIIeka conriociors.this design Is based only upon parameters shown.and is for an indMdural building col np nent.not a truss system.Before use.Bo building designer must verify the applkxriAlty 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 foray and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of tirrsses and truss systems,seeANSUTPI l Quality Criteria,055-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalkiie from truss Plate Institute,218 hl.Lee Street.Suite 312.AJexaxndita,VA 22314. Tampa.FL 33610 Job Truss Thus Type Oty Ply T8086966 9041 TO I EJ 13 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:26 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-W VvJmrJkg7LwG_ttVDMROyM56wsvraJAUHceukzj W uh 1-3-10 2-0-0 1-3-10 0-8-6 3x6 4r .00[12 Scale=1:9.5 3 2x4 II 1 — 2 ______---------------li ci Y J v )(. *id4 5 2x4 II 1-0-0 2-0-0 I 1-0-0 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 1 Code FBC2014/TPI2007 (Matrix-M) Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 5=74/0-5-8,4=21/Mechanical,3=53/Mechanical Max Horz 5=9(LC 12) Max Uplift 5=-25(LC 8),3=-29(LC 8) Max Gray 5=74(LC 1),4.35(LC 3),3=53(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-3-10,Interior(1)1-3-10 to 1-11-14 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `111111111 g/, 4)•This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ``0" QU I N VF�"ii will fit between the bottom chord and any other members. % P. 4 5)Refer to girder(s)for truss to truss connections. ��` 'S ••�C E•N S;••�c-' '∎ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. Z .. Ni F••• 0 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No o 681 82 _ *: t :* _ r. II•' + • t- E OF • � +•••• i 4 9 0 R I N-J.• rs\'i,i�O N Al.E�o`�. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 NT..0 WARNING,-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI•7473 rev.IG032015 BEFORE USE. i Design valid for use only with Mltek8 connectors.this design Is based only upon pur<ntotors shown,and is for an Individual bulding component,not a huts 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 IndMdual 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 i lay and property damage. For general guidance regarding the I to rk:atlon,storage.delivery,erection and bracing 01 trusses and truss systems,seeANSI/1Pl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btvd. Safely IMormalton avalabAe from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss !Truss Type Qty Ply T8086967 9041 TO EJ14 I Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville.Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:27 2016 Page 1 ID:WccG8uC_ppF7oClwtW 7En4ztW r7-?hTizBKMROTnu8S33wtgz9vGvKBea1 ZKjxMBQAzjW ug i 2-0-0 2-0-0 1 2x4 I I Scats=1:10.9 2 7 A ■,,,i 4 3 2x4 I I 2.0-0 I 2.0.0 _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:71b FT=20°6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing ; be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=74/0-5-8,2=53/Mechanical,3=20/Mechanical Max Uplift 4=-31(LC 8),2=-37(LC 8) Max Gray 4=74(LC 1),2=53(LC 1),3=36(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft B=45ft;L=241t;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 1‘11111111./11 will fit between the bottom chord and any other members. ,``��PU......................... 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)4,2. `s' S�.•�G �� 7)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. ; •• \, i .• No 68182 • *. r :* , / * • - 0 E OF :� I ` 1�11ONA'E NN • Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 1 � 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn•7473 rev.10103/2016 BEFORE USE. a Design valid for use only with Mlteies connectors.this design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Below rue-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 alloy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and inns systems.seeANSI/TPI I Quality Criteria.OSB-89 and BCSI Building Component 6904 Parke East Bird. Safely Information available from Imes Plate Institute,210 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty I Ply ' T8086968i 9041TO EJ15 Half Hip 2 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:27 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-?hTizBKMRQTnu8S33wtgz9vBFK12a 1 bKjxMBQAzj W ug 4-0-0 6-0-0 4-0-0 I 2.0.0 l Scale=1:14.4 4x5= 3 4 I 4.00 12 11 3x4 2 i f •— I♦ 6 4 l; 1 3x5 II 4-0-0 6-0-0 4-0-0 i 2-0-0 1 Plate Offsets(X,Y)-- (1:0-1-12,0-2-91 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Verl(LL) 0.14 6-9 >503 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.24 6-9 >293 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 1 Horz(TL) 0.11 4 n/a rite BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing I SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=238/0-5-8,4=58/Mechanical,5=179/Mechanical Max Horz 1=55(LC 12) Max Uplift 1=-53(LC 12),4=42(LC 8),5=-42(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-404/246 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=2511;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. ,11111111111, 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 0%� QU I N Vz.��ei 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 •%% ek•........ <F e will fit between the bottom chord and any other members. �∎' , •••\ E '•• ∎i 6)Refer to girder(s)for truss to truss connections. .• \, F••. i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5. N O 681 82 • 8)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. • ■as *�•' •* • ` • E OF • � � •��,�•��. O R SOP�_`� .,�l/O N A'S.\-4%•s• Pim Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 1 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10N312015 BEFORE USE. Design valid for use only with Ml fordo conec tors.this design k 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 _ !Aiding design. Bracing Indicated k to prevent buckling of kxAvtdud truss web and/or chord members only.Additional ksnp nary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal in tray and property damage. For general guidance regarding the kttrlcatkrn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/tptI Qualify Cr feria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn truss Plate knstik0e,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss !Truss Type - Qty T Ply - T8086969 9041T0 EJ16 !Jack-Open 14 1 Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:28 2016 Page 1 ID:WccG8uC-ppF7oCIwtW 7En4ztW r7-Tt14BXL_CkbeVI1 GceOvW NRKXkRdJUpTybslyczj W of 6-0-0 6-0-0 Scale:3/4'=1' 3 4.00 12 _, - 10 3x4 9 9 co 2 �A N IN 1 C 6 . V c 4 3x6 11 6-0-0 ' 6-0-0 i Plate Offsets KY)-- 11:0-2-12,0-2-91 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loo) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.09 4-7 >803 240 MT20 244/190 1 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.17 4-7 >419 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.04 1 n/a n/a ' BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 1 Weight:21 lb FT=20% 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=238/0-5-8,3=158/Mechanical,4=80/Mechanical Max Horz 1=81(LC 12) Max Uplift 1=-44(LC 12),3=-85(LC 12) Max Gray 1=238(LC 1),3=158(LC 1),4=109(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-281/40 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psh h=25ft;B=45f1;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `1%%1111111/14 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 `,,��% N V �/i', will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. �� JS C,ESN �' #', 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. �� .'�\,\ SF.'. °• 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. : • No 68182 r. . r / t * • 0 `0. f/ ' • E OF .:• ., ',',,ONAt- -"0- 11111 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 I -- ■ 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rw.1003/201S BEFORE USE. Design valid for use only with Mlteky connectors.this design Is based only upon parameters shown,and is for cn individual holding component.not l 11111 a truss system.Before use,the braiding designer must verily 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 KR*" Is always required for stability and to prevent collapse with possible personal kyury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUtpI I Quality Criteria,0SB-89 and BCSI Building Component 6904 Parke East Bird. Safety Information avaltable from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T8086970 9041T0 EJ17 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:29 2016 Page 1 ID:WccG8uC_ppF7oCIwtW7En4ztWr7-x4bSOtMcz2jV7RbSALv82a_Vo7oc2xZcAFrIU2zjWue 4-7-4 6-0-0 4-7-4 1-4-12 4.00 12 Scale=1:16.2 3 n 2x4 i I 4x5= t' 1 7 0 r I Ce N 6 ch N ri N N N 7 n 5 4 2x4 I 6 2x4 I I I 4-7-4 6-0-0 4-7-4 I 1-4-12 Plate Offsets(X,Y)-- F2:0-2-8,0-2-8] LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.08 5-6 >855 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.15 5-6 >456 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.03 Horz(TL) 0.14 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=232/0-5-8,3=125/Mechanical,4=107/Mechanical Max Horz 6=18(LC 12) Max Uplift 6=-89(LC 9),3=-35(LC 8),4=-47(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25f1;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3.1.12,Interior(1)3-1-12 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ``�1111111igi 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 `,•% QU N VF,/t,, will fit between the bottom chord and any other members. pk 5)Refer to girder(s)for truss to truss connections. `�� ' .•"‘ E ••�c �-,, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,3,4. : \- F.'• i 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 68182 -, •.4! 0 R kC:=•'.' I `i', • E OF :3: ' .,l��0NA,E�ss Joaquin Velez PE No.68182 MITek USA,Inc.FL Ceit 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 ■ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITe4r2 connectors.this design is based only upon parameters shown.and Is for an Individual bxiNding 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 bracktg MiTek 1 Is always required for stability and to prevent collapse with possible personal knkay and property damage. For general guIdarx;e regarding tine 1 qui fabrication,storage.delivery.erection and bracing of tr sses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd._---- ---- - Safety Information available horn truss Plate Institute.218 N.toe Street,Suite 312,Alexandria,VA 22314. ! Tampa.FL 33610 Job I Truss 'Truss Type Qty j Ply T8086971 904110 EJ22 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:29 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-x4bSOtMcz2jV7RbSALv82a_cE 7tE2x2cAFrI U2zj W ue 2-0-0 2-0-0 3.00 12 Scale:1.5'=1' 2 1 1 a r o 1 WI � A i g 3x4= I 2.0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 3-6 >999 180 BCLL 0.0 * Rep Stress Inca YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=79/0-3-8,2=54/Mechanical,3=26/Mechanical Max Horz 1=22(LC 8) Max Uplift 1=-47(LC 8),2=-36(LC 8),3=-23(LC 8) Max Gray 1=79(LC 1),2=54(LC 1),3=37(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psh h=25ft;B=45fh L=24ft;eave=aft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 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. t 1 1 1 1 4)Refer to girder(s)for truss to truss connections. ‘01�cty IN `��'/ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,3. ♦♦♦r-N\ V'Z •,,•6)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ♦♦ , •••�c•E N S••• 'c ' No 68182 • E OF :111::I : Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10433/2015 BEFORE USE mit Design valki for use only with Mtlekts connectors.This design is based only upon parameters shown.and is for an Individual bolding component.not a truss system.Before use,the bulking designer must verify the applicability 01 design txtr meters and properly incorporate this design into the overall . baiting design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage•delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from bass Plate Institute,218 N.Lee Street Sate 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss 'Truss Type Qty IPly T8086972 9041TO EJ24 JACK-OPEN 4 i 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:30 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4z1W r7-PG9gcDM EkLrMlbAek3ONbo W i4XAW nOlmPvarl Vzj W ud 4-1-0 4-1-0 Scale.1:18.1 4.00 12 2 I 3x4 ' I 2x4 1I 1 i 111 ISIIIII _, 1,...._...._, � 3 4 2x4 I 3x4 I I 4-1-0 4-1-0 Plate Offsets(X,Y)-- 13:0-2-0,0-1-01,14:0-2-0,0-0-81 LOADING l (psf) SPACING- 2-0 0 CSI. DEFL. in (loo) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber IDOL 1.25 BC 0.25 Vert(TL) -0.02 3-4 >999 180 BCLL 0.0 • Rep Stress!nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=152/0-5-8,3=152/Mechanical Max Horz 4=184(LC 12) Max Uplift 4=-31(LC 8),3=-107(LC 12) Max Gray 4=152(LC 1),3=167(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- , 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=2411;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-1210 3-1-12,Interior(1)3-1-12 to 3-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11111111 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 NO° aU 1 N tic ii, will fit between the bottom chord and any other members. P 1 4)Refer to girder(s)for truss to truss connections. ,.. ' , ... G ESA!s•,F��'. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) : •• \. F••• 3=107. 6)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. N O 68182 0• / • E OF :��C/� , •iI)'O N AI-� C;.� x1111 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 : tat 1 r 0 WARNING-Vestry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 14H-7473 rev.I0/03/2015 BEFORE USE. i Design valid for use only with Mltekty connectors.this design is based only urxrt txranteters shown,and is f r an hdlviddual h lding component.not o truss system.Before tae,the building designer must verity the arpplicabSty of design rxaorneters and properly incorporate this design into the overall building design. Bracing Indicated Is to pmvent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 6 always reprised la stablity and to prevent collapse with possible personal injury and property damage. for general guidance regarc9ng the fabrlcatkrn storage,delivery,erection and bracing at 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.tee Street.Suite 312 Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty [Ply T8086973 9041T0 EJ26 ,Jack-Open 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:31 2016 Page 1 I D:WccG8uC_ppF7oClwtW 7En4ztW r7-tSjCpYNsUfzDMllrlmyc7?3g9xR3 W ryveZKPZxzj W uc 6-0-0 6-0-0 2 1, Scale=1:13.2 - 3.00112 8 7 1 4 N 10 ♦ 3x8 i I 3 3x4 5 6-0-0 6-0-0 Plate Offsets(X,Y)-- 11:0-3-1,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.54 Vert(LL) 0.19 3-6 >382 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.17 3-6 >417 180 BCLL 0.0 • Rep Stress!nor YES WB 0.00 I Horz(TL) -0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=154/Mechanical,3=84/Mechanical,1=238/0-3-8 Max Horz 1=67(LC 8) Max Uplift 2=-102(LC 8),3=-68(LC 8),1=-147(LC 8) Max Gray 2=154(LC 1),3=107(LC 3),1=238(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=241t;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0.0 to 5-11-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 1111111 will fit between the bottom chord and any other members. s•%t UIN 1ji',l 4)Refer to girder(s)for truss to truss connections. % P% V• 4 ' ' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) `�• 'S••�G E•N 5 ••��,'1i 2=102,1=147. . \., �C` • 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 68182 = *• r/ * •*• :-3 : , ��,, E OF :IQ 4/ .,,...fall' O R 1 O P.. . 4", ii ,• Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/6312015 BEFORE USE. Design valid for use only with MlekIS connectors.This design Is based only upon parameters shown.and Is for an Individual bulking component.not ' a truss system.Before rue,the balking designer must verily the appilcabllly of design parameters and properly Incorporate this design into the overall bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent coltapse with possible personal bisy and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/JPt I Quaty Criteria,DSB-89 and SCSI Building Component 1 6904 Parke East Blvd. Safety Information available from Taus Plate Institute,218 N.Lee Street.Site 312,Nexandrla.VA 22314. Tanga.FL 33610 Job ,Truss Truss Type Qty Ply T8086974 9041TO iEJ27 Half Hip 2 1 , I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:31 2016 Page 1 I D:WccG8uC_ppF7oCIwtW 7En4ztW r7-tSjCpYNsUfzDMllrlmyc7?3iwxPH W rcveZKPZxzj W uc 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:12.4 4x5= 3.00 ril 2 3 X 9 ME •• 1 l i- ( I 3x8 II 5 4 2x4 I 3x4 4-0-0 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- [1:0.3-1,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.13 5-8 >550 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.23 5-8 >307 180 BCLL 0.0 ' Rep Stress Inch YES WB 0.06 Horz(TL) 0.07 3 n/a ri/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. , REACTIONS. (lb/size) 3=58/Mechanical,4=179/Mechanical,1=238/0-3-8 Max Horz 1=45(LC 8) Max Uplift 3=-42(LC 8),4=-52(LC 8),1=-71(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25th;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0.0,Exterior(2)4-0-0 to 5-11-4 zone;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 ,'1 ig1 3)Provide adequate drainage to prevent water ponding. ``fit V its 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``' PQV •• / 0 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� O F �i will fit between the bottom chord and any other members. ;� ,.'�\G E•N r.)•.• �' 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. N O 681 82 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. *:• ' • •' ' E OF J s! .:4/:: �# i, /pNALE��```• Si, 10 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 1, / 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE Mu-7073 rev.10/73/2015 BEFORE USE. Design valid for use only with Mileko connectors.itis design is based only upon parameters shown.and Is for at k WMcival building component,not MN a truss system.Before use,the bulking designer must verify the ap lk:abilty of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndMdud truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent colicpse with possible personal Initay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl l Qualify Criteria,058.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute,218 N.Lee Street.Suite 312,Atexarxlrkl,VA 22314. Tampa,FL 33610 'Job Truss Truss Type I Qty Ply -- — T8086975 9041TO F01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:33 2016 Page 1 ID:WccG8uC.ppF7oCIwtW7En4zIWr7-prrzEEP7OGDxc3vDPB_4DQ8GXIEu_IVC5tpWegzjWua 011/.8 Scale=1:24.4 3x6= 14 2 3 4 5 6 7 8 9 10 11 12 o 1 '',", . . 24 23 22 21 20 19 18 17 • ••16 ••15• 14 ••13 3x4 . 3x4 - 3x4 - 3x4 II 1-6-12 , 2-10-12 4-2-12 5.6.12 I 6-10-12 1 8-2-12 9-6-12 10-10.12 I 12-2-12 . 13.2.4 I 14-9-0 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 ' 1-4-0 1-4-0 0-11-8 1-6-12 Plate Offsets(X,Y)-- [14:0-1-8,Edgel,123:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. l DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress'nor YES WB 0.04 Horz(TL) -0.00 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:71 lb FT=20%F,11%E LUMBER- BRACING- TOP TOP CHORD 2x4 SP No.2(1lat) TOP CHORD Structural wood sheathing directly applied or 10-0.0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:23-24,13-14. REACTIONS. All bearings 14-9-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels`Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. t 1 1 1 1 7)CAUTION,Do not erect truss backwards. ,`,N OPCO1 N 1 li, i No 68182 = • 1 / * . .. • E OF :IQ••.: , , /. o R k C)•*. CI %% ■ Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 ■ 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7073 rev.1032015 BEFORE USE. Design valid for use only with Mileka(connectors.this design is based only upon parameters shown,and is for an IndMdual building component,not a truss system.Before use,the building designer must verify the opplicat rety 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 statAity 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/1Pl I Quality Criteria,DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information mallet-tie from Truss Plate Institute,218 N.tee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply I 904110 F02 GABLE 1 1 j T8086976' I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:33 2016 Page 1 I D:WccG8uC_ppF7oCIwtW 7En4zt W r7-prrzE EP70GDxc3vDPB_4008GZI Eu_I VCStpW egzj W ua 0-K8 Scale=1:32.5 3x4= 3x6 FP= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 '► o` ._- fi -mil__. a .... e -o o ,-•i "f ` l L e k ° = te rrr• W. d a :�—: --•••-' 41 - 34 33 32 31 30 29 28 27 26 2524 23 22 21 20 19 18 3x4— 3x4= 3x6 FP= 3x4- 3x4 I 1-6-12 I 2-10-12 4-2-12 I 5-6-12 I 6-10-12 { 8-2-12 , 9-6-12 4 10-10-12 I 12-2-12 I 13-6-12 , 14-10-12 { 16-2-12 I 17-6-12 17-114 19-6-0 1-6-12 1.4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1.4.0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 t-4-8 1-6-12 ' Plate Offsets(X,Y)-- (19:0-1-8,Edge),(33:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - r1/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) Na - n/a 999 I BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 18 n/a ria BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:91 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:33-34,18-19. REACTIONS. All bearings 19-6-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)34,18,33,32,31,30,29,28 27 26 24 23 22 21 20 19 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise Indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. `,,I I l 1 I//, 7)CAUTION,Do not of erect trussobackwards�r outer ends or restrained by other means. ,``O Paw I N V&-fite• • •,• �O v G E N SF�� ■��■,. • No 68182 1k, "7k f / * — -o/ • � _ O'• E OF .It 1. • . � `• , ,- ` it/1 0N A, iiiir- Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 , WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM•1d73 rev.f0aV�20/5 BEFORE USE. ��' Design valid for use only with lit lekfr connectors.It4s design Is based only won paaneters shown,and is for an indivkhral building component,not a Puss system.Before use-the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall biding design. Bracing Indicated Is to prevent buckling of IndMdual truss web aril/or chord members only. Additional temporary and permanent bracing MiTek' is always req fired for stability and to prevent collapse with possble personal Ivry and property damage. For general guidance regarding the krtx cation,storage.delivery,erection and bracing of trusses awl truss systems,seeANS1/1PI I Quality Criteria,D5B-89 and BCSI Building Component • 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.Lee Street,Suite 312.Nexandrla.VA 22314. Tampa.FL 33610 Job I Truss Truss Type pty !Ply T8086977 9041 TO F03 Floor 6 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:34 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-H 1 OLRaQInaLoD DUQzuVJIehK_8POj4xMKXY3AGzj W uZ 0-1-8 II _ 1-3-0 { I 1.5.8 _— 0-4-0 Scale=1:25.8 4x6= 1.5x$= 1.5x3 I I 3x6= 4x6 I I 1 2 3 4 5 6 7 8 • aka 0.� �.i "TAd 918 ` , ' QO■ 3. e e- � r, 16 15 14 13 12 11 9 4x6= 1.5x3 ll 4x6= 1.5x3 I I i 11-11-8 14-8-8 15-0-8 11-11-8 2-9-0 0-4-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[3:0-1-8,Edge),[8:0-3-0,Edgel,[10:0-1-8,Edge1,[13:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.15 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.24 12-13 >728 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) -0.01 8 n/a rVa BCDL 5.0 Code FBC2014ITPI2007 (Matrix) Weight:80 lb FT=20%F,11%E LUMBER- BRACING- ' TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=792/0-3-8,8=799/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-790/0,1-2=-784/0,2-3=-1855/0,3-4=-2308/0,4-5=-2308/0,5-6=-2189/0,6-7=-1416/0,7-8=-865/0 BOT CHORD 15-16=0/1461,14-15=0/2308,13-14=0/2308,12-13=0/2383,11-12=0/1936,10-11=0/863 WEBS 7-10=-699/0,8-10=0/1124,1-16=0/1010,2-16=-942/0,2-15=0/548,3-15=-675/0,7-11=0/751,6-11=-723/0, 6-12=0/352,5-12=-271/0,5-13=-278/235 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels°Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3°)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1 111111/ 6)CAUTION, o not erect otruss backwards. and first diagonal or vertical web shall not exceed 0.500in. ,,,‘‘PQU N Ve`'II1, % No 68182 / . • , O F :41:: � ,.,0...R.,",. ��,.. i,,)/ON � �•° Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.IO/03r10I5 BEFORE USE. Design valid for use only with MIIek&connectors.this design Is tx>ed only upon parameters shown,and is for an Individual holding component-not a teas system.Before use,the bulking designer must verity the applicability of design parameters and properly incorporate this design into the overall bulking design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPt I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safety Information available from lens Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty Ply 1 T8086978 9041 TO F04 I Floor 6 1 i I 'Job Reference(optional) Building Component Supply, Jacksonville,F132256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:35 2016 Page 1 ID:W ccG8uC_ppF7oClw1 W 7En4zt W r7-mDyjfwQNYuTfrM3cXc0YIrEQAYjrSVxVZBIciizj W uY 0-3-0 Ht 1.3.0 I I 1-9.0 1 Oj-7-8a Scale:3/8'=1' 4x6= 3x6= Special 3x6= 3x6 FP= 3x6= 4x6= 1 2 3 4 5 6 7 8 9 10 :;:), - Nwevalwari:■.....■m■ii,..2.......mmip...... .21, yiiii. *. • . • ...II'. MI. 1.• *V MOW \TA U - .A� 21 20 19 18 17 16 15 14 13 12 11 3 x 6= 4x6= 3 x 6= 1.5x3 1 1.5x3 I 3x12 M18SHS FP= 3x6_ 4x6= 4x6 I I I 19-6-0 19-6-0 Plate Offsets(X,Y)-- I1:Edge,0-1-8),f5:0-1-8,Edge),16:0-1-8,Edgel,Ill:Edge,0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell L/d 1 PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.33 17 >701 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.51 17 >448 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.68 I Horz(TL) 0.08 11 r/a rVa BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:102 lb FT=20%F,11°6E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, BOT CHORD 2x4 SP SS(flat)'Except' except end verticals. 11-15:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat)'Except' 1-22:2x4 SP No.2(flat) REACTIONS, (lb/size) 22=1043/0-5-8,11.2476/Mechanical FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-1035/0,10-11=-2469/0,1-2=-1119/0,2-4=-2711/0,4-5=-3697/0,5-6=-4122/0, 6-7=-4134/0,7-8=-3684/0,8-9=-2679/0,9-10=-1071/0 BOT CHORD 20-21=0/2065,19-20=0/3324,18-19=0/4122,17-18=0/4122,16-17=0/4122,14-16=0/4040, 13-14=0/3305,12-13=0/2026 WEBS 1-21=0/1376,2-21=-1315/0,2-20=0/900,4-20=-853/0,4-19=0/580,5-19=-761/0, 5-18=-115/286,10-12=0/1426,9-12=-1328/0,9-13=0/908,8-13=-870/0,8-14=0/527, 7-14.496/0,7-16=-79/364,6-16=-410/372,6-17=-386/200 NOTES- 1 ` 111111111/ , Unbalanced floor live loads have been considered for this design. �1 /� 2)All plates are MT20 plates unless otherwise indicated. �� QU N v �I� 3)All plates are 3x4 MT20 unless otherwise indicated. •N 0 • ' ��S '�, 4) Refer to girder(s)for truss to truss connections. `�� , V�G E�N'ri••. ''i 5)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131"X 3')nails. No 681 82 Strongbacks to be attached to walls at their outer ends or restrained by other means. * *i * .7)CAUTION,Do not erect truss backwards. / LOAD CASE(S) Standard �'b� r` : , 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 O..' ] E O F Uniform Loads(plf) Vert:11-22=-10,1-10=-too '- • ! , 0 R O P•� `�: Concentrated Loads(lb) e,, ,! ........ \O.` %s` Vert:10=-1421 Joaquin Velez PE No.68182 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 I 0 WARNING•Verify design param.Nrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1GV3nol5 BEFORE USE. Design vdld for use oNy with MltekS9 connectors.this design k bored oNy upon parameters shown,and Is tot car Individual balding component,not ' a hues system.Before use,the bulking designer must verify the opplicctb9lly of cieslgn parameters and Ixoperly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of IndMduc4 truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always regpt*ed for statAlty and to prevent collapse with possible personal hkay and property dcrnccto. for general guidance regarding the fabrk:atkn.storage,delivery,erection and bracing of Musses and truss systems,seeANSI/,PI1 Quality Criteria,DSB-89 and SCSI Building Component I 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 9041 TO I F05 Floor 6 1 T8086979 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:36 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-EQ W 5sGR?J Bb W TW eo4JXng3mZ6y2RByeenr1 AE9zj W uX 0-1-8 HI 1.3.0 I I 1-10-8—� 0�7-, Scale=1:32.7 4x6= 4x6= 1.5x3= 3x6 FP- 4x6= 4x6= 1 2 3 4 5 6 7 8 9 10 �w w aw �23 Via.\ �.. n w • .. �� .• R ►- �� 21 20 19 18 17 16 15 14 13 12 11 4x6= 4x6= 1.5x3 I 1.5x3 I I 3x12 M18SHS FP= 4x6= 4x6= 4x6 I I I 19-6-0 19-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1.8),)5:0-1-8,Edge)[6:0-1.8,Edge),[11:Edge,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.34 17 >685 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.53 17 >438 240 M18SHS 244/190 BCLL 0.0 Rep Stress Inca NO j WB 0.68 Horz(TL) 0.08 11 n/a ri/a BCDL 5.0 Code FBC2014/TPI2007 I (Matrix) i Weight:101 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP SS(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. 11-15:2x4 SP No.1(tlat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 22=1053/0-5-8,11=2480/Mechanical FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1046/0,10-11=-2472/0,1-2=-1077/0,2-4=-2690/0,4.5.3697/0,5-6=-4143/0, 6-7=-4159/0,7-8=-3702/0,8-9=-2690/0,9-10=-1075/0 BOT CHORD 20-21=0/2034,19-20=0/3312,18-19=0/4143,17-18=0/4143,16-17=0/4143,14-16=0/4062, 13-14=0/3319,12-13=0/2034 WEBS 1-21=0/1391,2-21=-1330/0,2-20=0/913,4-20=-865/0,4-19=0/595,5-19=-792/0, 5-18=-111/296,10-12-0/1432,9-12=-1333/0,9-13=0/913,8-13=-875/0,8-14=0/532, 7-14=-501/0,7-16=-73/371,6-16=-417/385,6-17=-400/198 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. ,`�..0111111/1..4 3)All plates are 3x4 MT20 unless otherwise indicated. % PQV(N .vt j, 4)Refer to girder(s)for truss to truss connections. ■%� 'S ,•G E N•• •F��'■ "Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. ;, •• \,.\ SAC••• °0 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. N O 68182 7)CAUTION,Do not erect truss backwards. = *: * • I f LOAD CASE(S) Standard =,�• I 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 * • E O F LL•Uniform Loads(pit) •Vert:11-22=-10,1-10=-100 �0•,L ' Q •;��; Concentrated Loads(Ib) Vert:10=-1421 �e,,' , R ,��,s�, Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 o WARNWO-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W7473 rev.1003/2015 BEFORE USE. ' Design valid for use only with Mileka connectors.this design is trued only upon Ixxanetors shown,and Is for an individual balding cornrx>nont,not a truss system.Before use,the balding 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 aryl/cif chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal k*sy and property damage. For general guidance regarding the fabrication,skxage,delivery,erection and bracing of trusses and truss systems.scoANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 1 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.lee Street,Suite 312.Alexandra,VA 22314. 1 Tampa.FL 33610 Job - I Truss Truss Type Qty Ply• 9041T0 F06 Floor 3 1 T8086980 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:37 2016 Page 1 ID:W ccG8uC_ppF7oClwt W 7En4ztW r7-ic4 U4cSd4Vj NSgD_e 120NGJneMPzwPhoOVnjnbzj W u W 0-1-8 H I 1-3-0 I I--- 1-10.8 I l0---1-7-8 0-1-8 scare=1:33.0 4x6= 4x6- 4x6- 1.5x3= 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 1 a. w .r_r_wr_r_wr_�w 23 �� z■N.� kAw -'I��vs 24 p mi v 21 20 19 18 17 16 15 14 13 12 0 4x6= 4x6= 1.5x3 I I 1.5x3 I 3x12 M18SHS FP= 4x6= 4x6= 19-6-0 19-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[5:0-1-8,Edge),[6:0-1-8,Edgel,(10:0.1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.34 17 >687 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 i BC 0.83 Vert(TL) -0.53 17 >439 240 M18SHS 244/190 BCLL 0.0 Rep Stress lncr YES j WB 0.66 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 1 (Matrix) Weight:101 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP SS(flat)*Except* except end verticals. 11-15:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 22=1053/0-5-8,11=1053/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22.1046/0,10-11=-1047/0,1-2=-1077/0,2-4=-2690/0,4-5=-3697/0,5-6=-4143/0, 6-7=-4159/0,7-8=-3702/0,8-9=-2689/0,9-10=-1078/0 801 CHORD 20-21=0/2033,19-20=0/3312,18-19=0/4143,17-18=0/4143,16-17=0/4143,14-16=0/4062, 13-14=0/3320,12-13=0/2032 WEBS 1-21=0/1391,2-21=-1330/0,2-20=0/913,4-20=-865/0,4-19=0/595,5-19=-792/0, 5-18=-111/296,10-12=0/1391,9-12=-1327/0,9-13=0/914,8-13=-877/0,8-14=0/532, 7-14=-501/0,7-16=-72/371,6-16=-417/384,6-17=-400/198 NOTES- 1)Unbalanced floor live loads have been considered for this design. %I I I I I 2)All plates are MT20 plates unless otherwise indicated. `,�� z/4 3)All plates are 3x4 MT20 unless otherwise indicated. •1' 1 QU •• VFW ��j 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��• J� •.... E Al•• •s-c■• 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. ;� ••'\e' S'�'.. iii Strongbacks to be attached to walls at their outer ends or restrained by other means. No 68182/ • . *' IP� * •* ', .4 9 f-N P-..**, :"' iiiimitot• Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 ME ' V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.11WY2015 BEFORE USE. Design valid for use only with MI Mk®connectors.this design is txssed only upon Ixxameters shown,and Is for m individual tending component.nent.not j a truss system.Before use.Ilse twNding designer must verify the applicability 01 design parameters and properly incorporate this design Into the overall building design. Itax:i>g indicated Is to prevent buckling of Individual tnrss web and/or chord members only.Add lk,nal kanporary and permanent bracing I MiTek Is always requked for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the k8xicatkn,storage,delivery,erection and bracing of trusses and tnss systems.seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety kAormaBan availcabie from truss Plate Instkrle.218 N.tee Street,Suite 312.AJexandita,VA 22314. Tama,FL 33610 • Job Truss Truss Type Qty Ply T8086981 9041 TO F07 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:37 2016 Page 1 I D:W ccG8uC-ppF7oCIwtW 7En4ztW r7-ic4U4cSd4Vj NSgD._e 12ONGJtsM RIwTPoOVnjnbzj W uW 0.1-8 H I 1-3-0 I I 1-3-8 0`118 Scale=1:22.3 3x6= 1.5x3 -. 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 - o • s ?OA wil ° NM ...4\ IMPS 16 o _ AANAl7 :4-'. 4 a NNW SIM Nil 14 13 12 11 10 9 . 3x6= 1.5x3 I I 1 6-0 2-6-0 9-3 8 11-9-8 13-3-8 5-3-8 2-6-0 1-6-0 Plate Offsets(X,Y)-- [3:0-1-8,Edgel,f7:0-1-8,Edgel,[9:0-1-8,Edgel,111:0-1-8,Edgel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.10 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.15 10-11 >999 240 BCLL 0.0 Rep BCDL 5.0 Code Stress n14/TPI2007 WB 0.42 Horz(TL) 0.03 8 Na Na e (Matrix) I Weight:70 lb FT=20%F,cF,11/aE LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=711/0-5-8,8=711/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-707/0,7-8=-705/0,1-2=-692/0,2-3=-1593/0,3-4=-1906/0,4-5=-1906/0,5-6=-1599/0,6-7=-691/0 BOT CHORD 13.14=0/1292,12-13=0/1906,11-12=0/1906,10-11=0/1864,9-10=0/1296 WEBS 7-9=0/889,1-14=0/892,6-9=-842/0,2-14=-834/0,6-10=0/421,2-13=0/426,5-10=-369/0,3-13=-494/0, 5-11=-133/294 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 001111111.811. , �OSPQUIN V ;it,/ ■ No 68182 1. * .cc=-o ' E OF �O . ": '�.,tti,'ONA'Eos% Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid fa use only with Mitek�e,connectors.Ms design is txtsed only upon parameters meters shown,and is for an ltC Id al building component.not , a truss system.Before use-the biding 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 tracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delNery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,056-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Mexa drra,VA 22314. Tampa,FL 33610 Job Truss 'Truss Type Qty Ply 9041 TO F08 FLOOR 2 1 T8086982', • I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:38 2016 Page 1 I D:W ccGBuC_ppF7oCIw1 W 7En4zt W r7-AoesHyTFrprDigoBCkaFwUst imp9fy7xF9W HJ t zj W uV 0-1-8 1-3-0 0-11-8 H I i I I 0-4 01 Scale=1:17.8 1 2 3 4 5 13 1. • � o '9 I N — — fi+ - t 1 I 1 11 10 9 8 7 6 1.5x3 i 1.5x3 I 1.5x3 II I 9-1-0 9-5-0 9-1-0 0-4-0 1 Plate Offsets(X,Y)-- [3:0-1-8,Edge),[4:0-1-8,Edge1,[5:0-1.8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 I Vert(LL) -0.04 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.06 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=483/0-3-8,5=489/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-477/0,1-2=-436/0,2-3=-859/0,3-4=-845/0,4-5=-408/0 BOT CHORD 10-11=0/812,9-10=0/845,8-9=0/845,7-8=0/845 WEBS 1-11=0/560,2-11=-522/0,5-7=0/555,4-7=-593/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3°)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ,``,'%1 111/I�, 6)CAUTION,Do not erect truss backwards. ``S� .PQV IN t/ '/,,,, ■s O•• GE•NSF��•• No 68182 7:::: � % / * : • E OF • 4/: .� .......R " .j,,. " /,,,O N A'E`0-■ Joaquin Velez PE No.68182 MtTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MU-7473 rev.10/03/201 S BEFORE USE. mit -- Design vdkl for use only with Mitek&connectors.Iris design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the buNding designer must verify the app1k:c6Aity of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required tel stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrk:atkm,storage,delivery,erection and bracing of trusses and truss systems.soOANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn truss Plate institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i Job 'Truss Truss Type fly Ply — T8086983 9041TO F09 i FLOOR GIRDER 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:38 2016 Page 1 ID:WccG8uC ppF7oCIwtW7En4ztWr7-AoesHyTFrprDigoBCkaFwUs_bmw3f?xxF9WHJ1zjWuV 130 i 1.1_0 1 3x4 II 2 3x4= 6 3 3x4 I Scale=1:8.8 IlLii ill pli ,I ,Alahhhhh\h„. , ' N ■.' ,..• •iii 5" 4 3x6= 3x6= 2-10-0 2-10-0 ' Plate Offsets(X,Y)-- [1:Edge,0-1.8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) 0.00 5 •'•• 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014ITP12007 (Matrix) Weight:19 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2.10-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. 1 WEBS 2x4 SP No.3(1lat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=691/0-3-8,4=435/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-462/0 BOT CHORD 4-5=0/275 WEBS 2-5=-350/0,2-4=-369/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ,,,1!!!!l1j, 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 `,t,� v tit Uniform Loads(plf) � QsJ Vert:4-5=-10,1-3=-100 �•� OP......... 4 '0� Concentrated Loads(Ib) ,,* ,•.v�G E N Se". i'••Vert:1=-438 6=-404 • • No 68182 / * . ... ':' 0' , 'it .:40:::' • E OF • I/: Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 I 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mltek8 connectors.this design Is based only upon parameters shown,and Is for an Individual txrN<ring component,not NT, a truss system.Before use.the building designer must verily the applicability of design parameters and property incorporate this design Into the overall building design. Brachg indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MITek Is always refit*ed for stability and to prevent collapse with poetic personal k*ry and property damage. Ior general grdd<nre regarding the fatrk:atkn,storage.delivery,erection and bracing of tiusseS and truss systems,so0ANSI/TPI1 Qualify Criteria,DSB-89 and'SCSI Building Component 6904 Parke East Blvd. Safely Information avdtable from Truss Plato Institute,218 N.Lee Sheet,Suite 312.■ exarxdda,VA 22314. Tampa.Ft. 33610 Job Truss Truss Type Qty Ply - T8086984 9041 TO F10 Floor Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:40 2016 Page 1 I D:W ccG8uC._ppF7oCIwtW 7En4ztW r7-6BmcidU W NQ6xy8xZJ9cj?vxNbZP77mdEiT?NNwzj W uT 0-1-8 —I I 1-3-0 { I_ 1-1-12 - I I 1-1-12 01,18 Stale=1:22.3 4x6= 4x6= 1.5x3= MSH422 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 8 .sip w t1t1t1t1t 1t1tmmow1m∎ammuw■momwpp_pp_w 17 111..k AL III I wim am PlAll w e' �� 1 18 d 1 ■ .wr: rte. rI∎MO i ,2 15 14 13 12 11 10 4x6= 3x8= 1.5x3 II 4x6_ 4-0-4 4-1-12 5-4-14 13-3-8 4-0-4 0-1-8 1-3-2 I 7-10-10 Plate Offsets(X,Y)-- F1:Edge,0-1-81,[2:0-1-12,Edgel,[4:0-1-8,Edge),[8:0-1-8,Edgel,[12:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.10 13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(TL) -0.16 13 >972 240 BCLL 0.0 Rep Stress Incr NO i WB 0.59 Horz(TL) 0.04 9 rt/a Na BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:74 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=946/0-3.8,9=811/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-941/0,8-9=-807/0,1-2=-954/0,2-3=-2381/0,3-4=-2380/0,4-5=-2492/0,5-6=-2492!0,6-7=-1910/0, 7-8=-807/0 BOT CHORD 14-15=0/1796,13-14=0/2492,12-13=0/2492,11-12=0/2289,10-11=0/1512 WEBS 3-14=-477/0,1-15=0/1231,2-15=-1170/0,2-14=0/811,8-10=0/1040,7-10=-981/0,7-11=0/554,6-11=-527/0, 6-12=0/498 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��‘41111111/11.i 5)CAUTION,Do not erect truss backwards. ��PpU�N j,/ - lit 6)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 4-0-4 from the left end to connect truss(es)to m.4. ,O ••G E Aid...' ��,0i front face of top 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). •,• ' No 681 82 • *' ;* = LOAD CASE(S) Standard J / * • 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 = Uniform Loads(plf) =�• r :� � Vert:9-16=-10,1-8=-100 % E OF Concentrated Loads(Ib) ' O' /" w: Verb:3=-335(F) i •,4( 0 `O P •��`� riii1 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 f ■I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. — Design valid lot use only with MITe40:connectors.this design is based only upon parameters shown,and is for an individual holding component,not INIII 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 tempcxoay and permanent bracing MiTek k always required lor stability and to prevent collapse with possaNe personal Ines),and property damage. For general guidance regarding the kutxicatksn.storage,delivery.erection and bracing 01 trusses and miss systems,seeAN$1/TP1 l Qualify Cdtsrla,DSB-89 and SCSI Building Component � 6904 Parke East Blvd. i Safety Information ow-liable from Truss Plate Institute.218 N.tee Street,Suite 312,Alexandria,VA 22314. ' Tampa.FL 33610 Job Truss Truss Type Qty Ply T8086985 9041TO F11 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:40 2016 Page 1 ID:WccG8uC_ppF7oCIwtW 7En4ztW r7-6BmcidU W NQ6xy8xZJ9cj?vxNfaXj 7rSEiT?NNwzj W uT 0-1-8 H f 1=3.0 2-0-0 1-3-8 I Scale:1/2".1' 1.5x3= 1.5x3 II 3x6= 1.5x3 II 3x6= 1 2 3 4 5 6 7 8 •I 19 / N 1 Ilk WO _tee No./. 1 _ NIF.. M/ 17 16 15 14 ti l 12 11 10 9 1.5x3 II 1.5x3 II ■ 8-10-4 8-1p-8 14-6-8 8-10-4 0-0-4 5-8-0 Plate Offsets(X,Y)-- 14:0-1-8,Edge),17:0-1-8,Edgel,112:0-1.8,Edge),116:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 ! CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.05 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(TL) -0.07 16-17 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 9 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:79 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=498/0-5-8,9=341/Mechanical,13=727/0-3-8 Max Gray 18=503(LC 10),9=374(LC 7),13=727(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-501/0,8-9=-371/0,1-2=-455/0,2-3=-946/0,3-4=-946/0,4-5=-59810, 5-6=-534/0,6-7=-534/0,7.8=-292/0 BOT CHORD 16-17=0/834,15-16=0/946,14-15=0/946,13-14=0/321,12-13=0/321,11-12=0/534, 10-11=0/534 WEBS 5-13=-744/0,1-17=0/583,2-17=-527/0,5-14=0/516,4-14=-536/0,8-10=0/389, 5-12=0/391,7-10=-329/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. %0%1111111i,// 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `��`PQV V ��i, 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. �� O ... F �i Strongbacks to be attached to walls at their outer ends or restrained by other means. ♦♦ ,••N.\G E N S�••. �, 6)CAUTION,Do not erect truss backwards. No 68182 ;�� - 0 E OF •4/ ., 1',,,ONA,� s��. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 I __ r Q WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.IOV3l1015 BEFORE USE. ' ' Design valid for use only with Mlleks cone ct os.This design Is based only upon p:trcenelers shown,and Is for on individual txridlrsg component,not a iiuss system.Before use,lire[striding designer must verify the applicability of design parameters and properly incorpx irate this design into the overall bulking design. Bracing Indk:ated Is to prevent buckling of indMNduci truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is ciways 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 syslems,soeANSI/WPl I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. i Safely Information available from Truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria,VA 22314. Tanya.FL 33610 Job Truss I Truss Type Qty i Ply 1 I T8086986 9041T0 F12 Floor 3 1 1 • Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:41 2016 Page 1 ID:W ccG8uC_ppF7oClwt W 7En4zt W r7-aNJ_vzV88kEoZH W mft7yX6UYUzlysliNx7lxwMzj W uS 0.1.8 H f----1-3.0 I 2"0"0 _____i 1-3-8 I Scale:1/2"=1' 1.5x3= 1.5x3 II 3x6= 1.5x3 II 3x6= 1 2 3 4 5 6 7 • • o i19 I1 i -" n I g ere 17 16 15 14 101 12 11 10 9 1.5x3 II 1.54 II 8-9-4 8-1i-8 14-6-8 8-9-4 021-4 5-8-0 Plate Offsets(X,Y)-- 14:0-1-8,Edgel,17:0.1-8,Edgel,112:0-1-8,Edgel,(16:0-1-S,Edge) ------ -------- LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (hoc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.05 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(TL) -0.07 16-17 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.28 Horz(TL) 0.01 9 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:79 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 18=498/0-5-8,9=341/Mechanical,13=727/0-5-8 Max Gray 18=503(LC 10),9=374(LC 7),13=727(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-501/0,8-9=-371/0,1-2=-455/0,2-3=-946/0,3-4=-946/0,4-5=-598/0, 5-6=-534/0,6-7=-534/0,7-8=-292/0 BOT CHORD 16-17=0/834,15-16=0/946,14-15=0/946,13-14=0/321,12-13=0/321,11-12=0/534, 10-11=0/534 WEBS 5-13=-744/0,1-17=0/583,2-17=-527/0,5-14=0/516,4-14=-536/0,8-10=0/389, 5-12=0/391,7-10=-329/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. I i l i 3)Refer to girder(s)for truss to truss connections. ,,�r,� 11/11-1111,,, 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ♦%' PQU •• . 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. ♦• O F •' Strongbacks to be attached to walls at their outer ends or restrained by other means. � •\•\Ci E•N S'••% �i 6)CAUTION,Do not erect truss backwards. . ••• • No 68182 * . '/ 1ft '* -• •'• E OF • 4U: .o .•.+I • 0 1 O V"•..** ∎. i 0 i,",,0 N A'';`,C? ♦`• Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10M31'2015 BEFORE USE Design valid for use only with MITeki9 connectors.this design Is based only urxm i xxarneters shown.and Is for on Individual building component.not o Buss system.Before use.the twilding designer must verity the applicability of design parameters and properly incorporate this design Into the overall 11111 r building design. Bracing i dlcated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent[racing MiTek is always required for stability and to prevent coliopse with possible personal Injury and property damage. For general guidance regarding the krbricatkxL storage.delivery.erection and tracing of trusses and truss systems.seeANSU1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from buss Plate institute.218 N.lee Street.Suite 312,Alexandria.VA 22314. i Tampa.FL 33610 Job Truss (Truss Type Qty Ply - _ ______, 9041T0 i FG01 Roof Special Girder i n 18086987 I G Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 S Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:43 2016 Page 1 ID:WccG8uC_ppF7oCIwtW 7En4ztWr7-XmRIKfXOgLU Wpbg87H90dXZolnSQK2BgQQE 1_FzjWuO 3-0-8 5.9.4 I 7-11-9 i 10-1-14 I 12-5-5 17-9-12 I 20-10-8 3-0-8 2.8.12 2-2-5 2-2-5 2-3-7 5-4-7 3-0-12 Scale=1:36.4 3x5= 4x5= 2x4 I I 10x14= 4x6= 3x4= 3x5= 3x4 II 3x4= 4x5= 1 2 3 4 5 6 7 8 9 10 ��-tee∎��.��u Y Ili rn �i 19 17 16 15 II I° 20 18 14 o 3x4 II 4x12= 3x4 II 3x8— 3x5= 3x4= 5x12= aIj��ITL (- NAILED 13 21 12 22 11 3x5= JUS24 3x4 2x4 I JUS24 JUS24 i 3-0-8 I 5-9-4 7-11-9 I 10-1-14 12-5-5 14-6.8 14-7-0 17-9.12 l 20-10-8 3-0-8 2-8-12 2-2-5 2-2-5 2-3-7 2-1-3 0-d-8 3-2-12 3-0-12 Plate Offsets(X,Y)-- [1:0-2-4,0-2.0],[3:0-6-4,0-5-0),[4:0-2-0,0-1-8],[7:0-2-4,0-1-8],[13:0-2-4,0-1-8],[14:0.6-8,0-2-12),[16:0-2-0,0-1-8),[17:0-2-8,0-1-8],[18:0-2-4,0-1-8), [19:0-2-4,0.2.0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud 1 PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.06 16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.12 16 >933 240 BCLL 0.0 • Rep Stress Incr NO WB 0.92 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.04 16 >999 240 Weight:245 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 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. 8-13:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except` 6-0-0 oc bracing:18-19,17-18. 1-20:2x6 SP No.2,3-17,4-16:2x4 SP No.2 REACTIONS. All bearings Mechanical except Q1=length)14=0-5-8,18=0-5-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)except 20=-217(LC 4),11=-115(LC 6),14=-1469(LC 5), 18=-991(LC 17) Max Gray All reactions 250 lb or less at joint(s)except 20=1546(LC 1),11=943(LC 1),14=8250(LC 1),18=6888(LC 1) FORCES. (lb)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-1454/213,1-2=-1008/138,2-3=-1008/138,3-4=-2120/313,4-6=-4773/720, 6-7=-2931/511,7-8=-242/2157,8-9=-216/1157,9-10=-696/377,10-11=-594/0 BOT CHORD 19-20=-61/434,18-19=-2627/385,17-18=-2627/385,16-17=-313/2120,15-16=-720/4773, 14-15=-511/2931,13-14=-124/1248,8-14=-4789/1037,12-13=-377/696 01/111111 WEBS 4-17=-22534694-1-216==49722889,610,7-15=4591636,27--1149=568882//27909 ,3-19=-549/3853, `s%0P aU[N. V 4 tI,• NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3°)nails as follows: N O 681 82 Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. r *�• ' : Bottom chords connected as follows:2x4-1 row at 0-6-0 oc,2x6-2 rows staggered at 0-9-0 oc. / ,k Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 3-18 2x4-1 row at 0-7-0 oc. F.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 ..�r. , . E Q F :•� •ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. O•'!' 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.0ps1;h=2511;B=45th L=24th eave=4fh Cat. • II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 �,•;1- • 0 A I .P \ms's` 4)Provide adequate drainage to prevent water ponding. ♦, ........ ��%• 5)This 6)•Thisrtruss has been designed for a ti e load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide '��i•ii11/1 i �� will fit between the bottom chord and any other members. Joaquin Velez PE No.68182 7)Refer to girder(s)for truss to truss connections. MITek USA,Inc.FL Cert 6634 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 217 lb uplift at joint 20,115 lb uplift at 6904 Parke East Blvd.Tampa FL 33610 joint 11,1469 lb uplift at joint 14 and 991 lb uplift at joint 18. Date: 9)Load case(s)1,2,12 has/have been modified.Building designer must review loads to verify that they are correct for the intended February 22,2016 use of this truss. ry J . - ■ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. MvV v �. Design valid for use only with Mlteki:connectors.this design is based only upon parameters shown,and Is for an individual building component,not mill a trss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. BrocIng Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.dettvery,erection and tracing of trusses and truss systems,seeANSI/TPII Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlabte horn truss Plate institute-218 N.Lee Sheol,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 ! Job Truss Truss Type Qty Ply T8086987 9041T0 FG01 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:43 2016 Page 2 I D:WccGBuC_ppF7oCIwtW 7En4zIW r7-XmRIKIXOgLU W pbgB?H9QdXZoInSQK2Bg00E 1_Fzj W uQ NOTES- 11)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 16-1-4 from the left end to 20-1-4 to connect truss(es) to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)"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. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2655 lb down and 908 lb up at 14-7-0 on top 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=1.00,Plate Increase=1.00 Uniform Loads(pip) Vert:1-8=-819,8-10=-224,14-20=-10,11-13=-10 Concentrated Loads(Ib) Vert:20=-1(F)8=-2655 12=-500(F)21=-500(F)22=-502(F) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert: 1-8=-691,8-10=-204,14-20=-10,11-13.10 Concentrated Loads(Ib) Vert:20=-1(F)8=-2172 12=-436(F)21=-436(F)22=-438(F) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pit) Vert:1-8=-306,8-10=-144,14.20=-10,11-13=-10 Concentrated Loads(Ib) Vert:20=-1(F)8=-724 12=-245(F)21=-245(F)22=-247(F) 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE ' Design valid for use only with MITekS connectors.Ills design is based only upon parameters shown.and is ler at Individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall outing design. Bracing Indicated Is to prevent truckling of Irdivkital truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required tor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricalkm,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/iP11 Quality Criteria,DSB-89 and SCSI Mang Component 6904 Parke FL 33610 Safety information avaNaWe from Inns Plate Instihde.218 N.Lee Street,Sidle 31'2,Alexard0a,VA 71514. Tampa.FL 33610 Job Truss Truss Type Qty Ply T8086988 I9041T0 FG02 FLAT GIRDER 1 I , 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:44 2016 Page 1 ID:W ccG8uC_ppF7oClwt W 7En4ztW r7-?y?7Y?XORfcNQI FLY?gf9167KArx3UKgd4zb W hzjW uP 3-1-15 5-11-6 9-0-8 3-1-15 2-9-6 3-1-2 This truss is NOT symmetric. Scale=1:18.8 Proper orientation is essential. THD26 THD26 1 4x6 THD26 2 3x4= THD26 2x4 I 5x6= g 3 THD26 4 R MINI N me i ka— I II 11 11 l 11 II • 10 7 6 11 12 13 5 JUS24 4x5=JUS24 JUS24 4x10 JUS24 8 3x4 I! 3x4 II i 3-1-15 i 5-11-6 i 9-0-8 3-1-15 2-9-6 3-1-2 Plate Offsets(X,Y)-- 11:0-2-12,0-1-12],16:0-2-8,0-1-121,17:0-1-12,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefi Lid 1 PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 i Vert(TL) -0.07 6-7 >999 240 BCLL 0.0 ' Rep Stress lncr NO WB 0.99 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.02 6-7 >999 240 Weight:120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-8,4-5:2x6 SP No.2,4-6,2-6:2x4 SP No.2 REACTIONS. (lb/size) 8=2531/Mechanical,5=3745/Mechanical Max Uplift 8=-45(LC 4),5=-462(LC 4) Max Gray 8=2894(LC 2),5=3873(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-2592/53,1-2=-3612/274,2-3=-4247/554,3-4=-4247/554,4-5=-3601/461 BOT CHORD 6-7=-274/3612 WEBS 1-7=-346/4150,2-7=-1876/204,4-6=-647/4869,3-6.3023/596,2-6=-342/959 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-5-0 oc. ,' 111118 ,, Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 2-7 2x4-1 row at 0-6-0 oc. �� "11 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 `�� p.QU N VET ,ii, ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �s F 'j 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psh h=25ft;B=45ft;L=24ft;eave=oft;Cat. �� .•�\G E�N S�.? �•• Il;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 • 4)Provide adequate drainage to prevent water ponding. • No 681 82 5)N/A .. *� :* 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 =-01 / •ir will fit between the bottom chord and any other members. - • E OF F•8)Refer to girder(s)for truss to truss connections. • O• • 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 45 lb uplift at joint 8 and 462 lb uplift at • • 1 V''..' ,. . joint 5. 0 R 1� \ 10)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� 11)Use U endue 2 5((With to connect 0d nails into Girder er front 10d nails into chord equivalent spaced at 2-0-0 oc max.starting at 1-5-12 from ��it,. N A; �� Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mfl-7473 rev.10/03G015 BEFORE USE t Design valid for use only with MilekaD connectors.this design Is based only upon 1 irameters shown,and is for on kv.ilvkkral building component,not • a Iles system.Before use,the building designer mush verify the applicability of design parameters and properly incorporate this design Into the overall building design. Br achg indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek• B always regrrked for stability and to prevent collapse with possible personal iksy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPl1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaikhble from Trues Plate InstMe,218 N.lee Street-Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty ply • T8086988 9041T0 FG02 FLAT GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:44 2016 Page 2 I D:W ccG8uC_ppF7oCIwt W 7En4ztW r7-?y?7Y?XORfcNQIFLY?gf916?KArx3UKgd4zbW hzj W uP NOTES- 12)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-9-4 from the left end to 7-9-4 to connect truss(es) • to front face of top chord. 13)Fill all nail holes where hanger is in contact with lumber. • 14)Special hanger(s)or other connection device(s)shall be provided starling at 0-1-12 from the left end to 9-9-4 sufficient to connect truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) Vert:1-9=-224,4-9=-714,5-8=-10 ' Concentrated Loads(lb) Vert:9=-1759 10=-156(F)11=-156(F)12=-156(F)13=-156(F) 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIIeke connectors.This design is fused only upon parameters shown,and Is for an Individual building component,not Alt. a truss system.Before use.the bulling designer must verity the applk:abilty of design parameters and properly incorporate Into the overall building design. Bracing Indicated h to prevent buckling of IndMdual truss web and/or chord members only. Additional l temporary and petman not bracing MiTek' is always required for stability and to prevent cdlapse with possible personal injury and property damage. For general guidance regarding line fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/tptt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avertable from truss Plate institute.218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T8086989i1 9041 TO FT01 FLOOR 4 1 Job Reference(optional) Building Component Supply. Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:44 2016 Page 1 ID:WccG8uC ppF7oClwtW7En4ztWr7-?y?7Y?X0RfcNQIFLY?gf9168hAy03g4gd4zbWhzjWuP I 2-10-14 5-8-0 8-5-2 11-4-0 2-10-14 2-9-2 2-9-2 2-10-14 1 Scale=1:19.0 2x4 II 3x4= 2x4 1': 3x4= 2x4 I'. 1 2 3 4 5 • e II e -J1 7 6 3x8= 3x4= 3x4= 2-10-14 i 5-8.0 8-5-2 I 11-4-0 i 2-10-14 2-9-2 2-9-2 2-10-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 i Vert(LL) -0.02 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.04 7-8 >999 240 BCLL 0.0 Rep Stress!nor YES WB 0.24 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 j Code FBC2014/TP12007 (Matrix-M) [I 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. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=607/0-5-8,6=607/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-853/0,3-4=-853/0 BOT CHORD 7-8=0/638,6-7=0/638 WEBS 2-8=-770/0,2-7=0/267,3-7=-261/0,4-7=0/267,4-6=-770/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.13r X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,.‘0111111/1/.I' �%i PQUhN VF< pit .`t`, �O\., k-.•E•N 3F��',.=• No 68182 � - ft:,', • E OF �� 1I :�:1 •lily I0 N A' %% �■ Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10A)31Y015 BEFORE USE. but r Design valid for use only with MllelM connectors.This design is txtsed only upon parameters shown,and Is for an Indivkkral bolding component-not a truss system.Before use,the bullring designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullring design. Brachg indicated Is to prevent buckling of Indivkival 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 trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and 8CSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.tee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty IPly T8086990 9041 TO FT02 FLOOR 8 I 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:45 2016 Page 1 I D:WccG8uC_ppF7oCIwtW 7En4zt W r7-T9ZVILYeBykE2vgx6iCuiye7Talho84zskj837zj W u0 3-2-0 { 6.7.8 3-2-0 3-5-8 5x10 MT2OHS- Scale=1:15.5 12x4 II 2 C I 1 JI 3x6- o 6 . N O Li- _ . i • 4 3x4 32x4 'i 3-2-0 6-7-8 3-2-0 3-5-8 Plate Offsets(X,Y)-- (2:0-3-4,0-2-12) ------ -------- ---- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.00 3 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(TL) -0.06 3-4 >999 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.02 6 n/a rl/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:35 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 10-0-0 oc bracing. WEBS 2x4 SP No.2`Except' MiTek recommends that Stabilizers and required cross bracing 2-4:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. J REACTIONS. (lb/size) 4=348/Mechanical,6.317/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are MT20 plates unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)6 considers parallel to grain value using ANSI/Mil angle to grain formula. Building designer should verify capacity of bearing surface. 4)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `',, i/14. `�.• PQU I N VFW •,,�• No 68182 �' • 0. - E OF :�� . ( Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 _ 1 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev.1093/2015 BEFORE USE. N�' Design valid for use only with Mllekcr connectors.this desl(rn is based only upon parameters shown.and Is for an it rdividual building component.not a truss system.Before use,the building designer must verity tlx:applicability of design parameters and property incorporate this design into the overall Lulling design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addtkxnd temporary and permanent bracing 1 HTek is always requked for stability and to prevent coilakse with possible personal Inpay and properly damage. For general guidance regarding the fatxicatkn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPli Quality Criteria,DSB-69 and SCSI Budding Component 's 6904 Parke East Blvd. Scd ty Information available from toss Plate Institute,218 N.Lee Street,Suite 312,tJexa dda,VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty Ply T8086991 9041T0 jGEB01 FLAT 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:46 2016 Page 1 I D:k0Yv4 W sGW grbkm?xo_Lbrizroki-xL7tzhZHyGs5g3PjgQj7EABKn_S2XS0740SibZzj W uN 5-0-10 9-11-8 1 14-10.6 19-11-0 5-0-10 4-10-14 4-10-14 5-0-10 Scale=1:33.8 3x12 M18SHS= 2x4 l i 3x6= 5x6— 1 5x6= 3x6= 13 2 14 3 4 15 5 16 6 y M. g 1 MI 12 11 10 8 4x10= LID y 2x4. 4x10= 4x10- 7 3x12 M18SHS= 2x4= I 5-0-10 i 9-11-8 14-10-6 19-11-0 5-0-10 4-10-14 4-10-14 5-0-10 I Plate Offsets(X,Y)-- 11:0-4-4,0-2-01,12:0-2-0,0-1-81,15:0-2-0,0-1-81,16:0-4-4,0-2-01,18:0-2-0,0.2-81,110:0-5-0,0-1-121,111:0-2-0,0-2-81 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 59.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.55 10 >430 240 MT20 244/190 TCDL 0.0 Lumber DOL 1.25 i BC 0.90 Vert(TL) -0.69 10 >343 180 j M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(TL) 0.07 7 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 2.0-8 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. 1-11,2-10,5-10,6-8:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1795/0-3-8,7=1795/0-3-8 Max Uplift 12.540(LC 8),7.540(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-1728/553,1-2=-4632/1380,2-4=-6968/2031,4-5=-6968/2031,5.6=-4632/1380, 6-7=-1728/553 BOT CHORD 10-11=-1380/4632,8-10.1380/4632 WEBS 2-11=-1366/492,4-10=-1423/522,5-8=-1366/492,1-11=-1408/4730,2-10=-850/2455, 5.10=-850/2455,6-8.1408/4730 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=0.Ops1;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ,%.%{11111/l,, 11;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-9-4 zone;C-C for ,�� .U‘.1.111 �(v �I members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `��OP.Q_ VF��'O� 2)Provide adequate drainage to prevent water ponding. ,�� , ,•'\G E•N S+'• �i'• 3)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 : •' \. F•'• verify adequacy of top chord dead load. ..• 4)All plates are MT20 plates unless otherwise indicated. N O 68182 • 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r. *: ;* 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •• / will fit between the bottom chord and any other members. :-o•. , •CC•7)Bearing at joint(s)12,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify t capacity of bearing surface. 0• E O F 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 540 lb uplift at joint 12 and 540 lb uplift �� ••jr O V"..•.,? $� at joint 7. ■� , . O R � \rte �� 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • C \ � 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)882 lb down and 279 lb up at ��/ ��N A; �� 9-11-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. Joaquin Velez PE No.68182 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/D3/2015 BEFORE USE. Design valki tar use only with Mitelr2 connectors.this design is based only upon parameters shown,and Is ter an Individual building component,not a truss system.Before use-the building designer must verify the applicability of design parameters and properly inc orporato this design into the overall building design. Bractng Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Milek' Is always required for stability and to prevent coltq ee wfh possible personal injury and property damage. tax general guidance regarding the tobricatkxn,storage,delivery-erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from less Plate Institute,218 N.Lee Street.Suite 312.Nexarrfrla,VA 22314. Tanga.FL 33610 Job Truss Truss Type City Ply 18086991 9041 TO GEB01 FLAT 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 S Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:46 2016 Page 2 I D:k0Yv4WsGWgrbkm?xo_LbrIzroki-xL7tzhZHyGs5g3Pjgoj7EABKn_S2XS0740SibZzjWuN LOAD CASE(S) Standard Uniform Loads(plf) Vert 7-12=-20,1-6=-118 Concentrated Loads(lb) Vert:4=-882 Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7073 rev.10r03P2016 BEFORE USE. Design valid for use only with MITek/>connectors.This design is,rased only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stabltty arid to prevent collapse with possible personal hluy and property damage. For general guidance regardng the fateksagran,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,055-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Stile 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply ' T8086992 9041T0 GEB02 FLAT 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:47 2016 Page 1 ID:W ccG8uC_ppF7oCIw1W 7En4ztW r7-PXhGA t avja_yHC_VE7EMnNkbeOsdGrGGJ2CF7Ozj W uM 3-5-2 6.8.8 I 9-11.14 13-5-0 i 3-5-2 3-3-6 3-3-6 3-5-2 Scale=1:22.6 Special 4x6= 2x4 I 3x5= 4x6= 1 3x5= i1 2 3 4 12 5 r 1 . i ao d s . . 6 �. e 0 1 9 8 7 5x6= 10 5x6= 4x10= 6 2x4= 2x4= 3-5-2 6-8-8 9-11-14 13-5-0 3-5-2 3-3-6 I 3-3-6 l 3-5-2 { Plate Offsets(X,Y)-- 11:0-4-4,0-1-121,15:0-4-4,0-1-121,17:0-1-12,0-2-81,19:0-1-12,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 59.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.17 8 >916 240 MT20 244/190 TCDL 0.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.22 8 >732 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. • WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-9-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 10=1347/0-3-8,6=1347/0-3-8 Max Uplift 10=-425(LC 8),6=-425(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1298/443,1-2=-2372/749,2-3=-3696/1166,3-4=-3696/1166,4-5=-2372/749, 5-6=-1298/443 BOT CHORD 8-9=-749/2372,7-8=-749/2372 WEBS 2-9=-1054/391,3.8=-1232/451,4-7=-1054/391,1-9=-809/2563,2-8=-491/1469, 4-8=-491/1469,5-7=-809/2563 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=0.Opsf;BCDL=5.Opsh h=25ft;B=45tt;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-5-2,Interior(1)3-5-2 to 13-3-4 zone;C-C for `,�S' CIO 1011111H".V- i members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q. Z • 2)Provide adequate drainage to prevent water ponding. ��, ,O•• .......EN S••�\- 3)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to Z •• V F*•• • verify adequacy of top chord dead load. •i Job i Truss Truss Type Qty Ply T8086992 9041T0 IGEB02 FLAT 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 5 Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:47 2016 Page 2 I D:W ccG8uC_ppF7oC IwtW 7En4ztW r7-PXhGA 1 avja_yHC_vE7EMnNkbeOsdGrGGJ2CF7Ozj W uM LOAD CASE(S) Standard Concentrated Loads(lb) Veil:3=-882 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.1003/2015 BEFORE USE. Design volki for use only with Mitekto connectors.this design Is based only upon parameters shown,and Is for an individual balding component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal hlrry and property damage. for general guidance regarding the fabrication.storage.delivery,erection and tracing of trusses and tnus systems,seeANSI/TPil Quality Criteria,DSB-89 and BCSI Bullalng 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 — 9041T0 'GE803 FLAT 1 1 78086993 i 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:48 2016 Page 1 I D:WccG8uC_ppF7oCIwtW 7En4ztW r7-tjFeNMaXUt6pvMY6nrIbKbGIgoBG?ODPYixofSzj W uL 3-6-10 6-11-8 , 10-4-6 13-11-0 3-6-10 3-4-14 3-4-14 { 3-6-10 Scale=1:23.4 2x4 II 3x5= 3x8- 3x8= 3x5= 1 11 12 2 3 4 13 14 5 - w , mlime r im 1 1 d I ME MI MO 9 8 7 4x5= k 10 4x5= 4x10= 6 2x4= 2x4= 3-6-10 6-11-8 10-4-6 13-11-0 3-6-10 3-4-14 3-4-14 I 3-6-10 Plate Offsets(X,Y)-- [1:0-4-8,0-1-8],[2:0-2-4,0-1-81,[4:0-2-4,0-1-8],[5:0.4-8,0-1-81,[7:0-1-12,0-2-0119:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 59.0 , Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.19 8 >858 240 MT20 244/190 TCDL 0.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.24 8 >686 180 BCLL 0.0 Rep Stress Ina NO WB 0.61 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. 1-9,2-8,4-8,5-7:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1381/0-3-8,6=1381/0-3-8 Max Uplift 10=-435(LC 8),6=-435(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-1332/444,1-2=-2522/795,2-3=-3916/1233,3-4=-3916/1233,4-5=-2522/795, 5-6=-1332/444 BOT CHORD 8.9=-795/2522,7-8=-795/2522 WEBS 2-9=-1078/401,3-8=-1247/451,4-7=-1078/401,1-9=-853/2707,2-8=-502/1537, 4.8=-502/1537,5.7=-853/2707 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=0.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. %11111111 II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-9-4 zone;C-C for ��```QUIN V11il♦�♦ members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q. F� 2)Provide adequate drainage to prevent water ponding. �� ,"••\C.E•N S+•• c A. ♦♦♦♦ 3)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to : /•\. F••• verify adequacy of top chord dead load. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 68182 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : * * will fit between the bottom chord and any other members. = / / * • .. 6)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity =-0, r : C IT capacity of bearing surface. i • `t' •• E OF F : �Z 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 435 lb uplift at joint 10 and 435 lb uplift - 0• � ((/' at joint 6. '. Q:.. 4 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ♦♦•'• . O R '°•••\� •�•� 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)882 lb down and 313 lb up at ,, '1/O ...... �\,%N% 6-11-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. I�1111 N A''',os LOAD CASE(S) Standard Joaquin Velez PE No.68182 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MfTek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:6-10.-20,1-5.-118 Date: February 22,2016 ■ 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/201S BEFORE USE. 1111, Design valid for use only with Mileka 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 veitly the applicability of design parameters and properly incorporate this design Into the overall bullring design. Bracing indicated Is to prevent buckling or individual truss web and/or chord members only. Additional temporary and permanent bracing I MiTek' Is always required for stability and to prevent colicipse 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,DS849 and SCSI Building Component 6904 Parke East BIvd. Safety Information available from truss Plate Institute,216 N.tee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply 18086993 9041T0 GEB03 FLAT 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 S Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:48 2016 Page 2 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-tj FeNMaXUt6pvMY6nrIbKbGkjoBG?ODPYixofSzj W uL LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-882 1 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1fEX REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mlleka connectors.Ink design Is based only upon p rammeters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the c rpllcabllty of design paameters and property incorporate this design Into the overall bolding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional lernlxray crud permanent tracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.$torage,delivery,erection and bracing of trusses and truss systems,seeANSl/IPl l Qualify 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 IQty Ply ' T8086994 9041T0 HJO1 JACK-OPEN GIRDER 1 1 • Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 S Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:48 2016 Page 1 ID:W ccG8uC_ppF7oCIwtW 7En4zt W r7-tjFeNMaX Ut6pvMY6nrIbKbGrPoLL?XmPYixofSzj W uL 2-1.1 2-1-1 Scale=1:9.6 4.24 12 2 v g 1 N q a '' d 3 !! Iilloo. 2x4 1 3x6 I I 2-1-1 2-1-1 Plate Offsets(X,Y)-- 11:0-3-14,0-5-01 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (hoc) Wdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. 1 i REACTIONS. (lb/size) 2=49/Mechanical,3=32/Mechanical,1=81/0-7-0 Max Horz 1=29(LC 12) Max Uplift 2=26(LC 12),3=-5(LC 12),1=-12(LC 12) Max Gray 2=49(LC 1),3=36(LC 3),1=81(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0%111111g/it/ will fit between the bottom chord and any other members. ,t‘I te 4)Refer to girder(s)for truss to truss connections. •N ',Clv... E4 ie 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 2,5 lb uplift at joint 3 `�"� ,".•.C E N d••��,•.• and 12 lb uplift at joint 1. . •• O 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. No 68182 * ' ' •* E OF •• G:/: . .....-. 11:•,. •• :� . '■ *.q Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED WEI<REFERANCE PAGE M0.7473 rev.10/03/2015 BEFORE USE. mg -- Design valid for use only with woks connectors.lids design Is txssed only upon parameters shown,and Is for an hdivkkxat balding component,not a truss system.Before use,the bulling designer must verify the applicablity of design parameters and properly Incorporate his design Into tlx:overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional tompxrory and permanent bracing MiTek* Is always required for stabiily and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,PJexondrki,VA 22314. Tampa.FL 33610 — Job Truss ITruss Type Qty Ply I T8086995 9041T0 1-1J02 JACK-OPEN GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:49 2016 Page 1 ID:WccGBuC_ppF7oClwt W 7En4ztW r7-Lwoobib9FBEgXW 7l LYGgsop?9Bg Uk_.?ZnMhMCuzj W uK 2-9-3 2-9-3 77 Scale=1:10.7 2 4.24 12 li o 1 N agg ._J 3 2x4 II 3x6 I I 2-9-3 I 2-9-3 I Plate Offsets(X,Y)-- (1:0-3-14,0-5-0) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE l MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=68/Mechanical,3=40/Mechanical,1=108/0-7-0 Max Horz 1=39(LC 12) Max Uplift 2=-37(LC 12),3.3(LC 12),1=-17(LC 12) Max Gray 2=68(LC 1),3=48(LC 3),1=108(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=41t;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `,111111111/i. will fit between the bottom chord and any other members. OiU(N V" I ,%� , 4)Refer to girder(s)for truss to truss connections. ■• P. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 37 lb uplift at joint 2,3 lb uplift at joint 3 �,.• . •• G E•N ••��#i and 17 lb uplift at joint 1. % •• le `SF '. #i 6)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 68182 *: ' :* - --.7:-tifi . E OF '. •,ifif eN'i....• . , ." • /4140 N At v‘,4 -.00 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date; February 22,2016 r ■ 0 WARNING•Verify daslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/012016 BEFORE USE. Design valid for use only with MneleS;connectors.this design Is based only upon parameters shown-and Is for an individual balding component.not . a truss system.Before use-the bulking designer must verify the appllcoblity of design parameters and properly incorporate this design Into the overall building design. Brocinlg Indicated Is to prevent buckling of Individual truss web and/a chord members only. Addtlonal temporary and permanent bracing M iTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regaraing the . fabrication,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdioble from truss Rate Institute.218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 ' Job Truss Truss Type Qty Ply 18086996 9041T0 HJ12 Jack-Closed Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:49 2016 Page 1 ID:WccG8uC_ppF7oCIwtW 7E n4z1W r7-LwoObib9FBEgX W 71 LYGgsop?U BhPk_?ZnMhMCuzj W uK 2-9-3 • 2-9-3 211312 Scale=1:9.4 3 3x4 2 1 1 a IIIIIII O )7(\_ 4 4■011 3x5 11 2-9-3 I 2-8-13 Plate Offsets(X,Y)-- 11:0-1.8,0.4-31 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 9 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 9 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 l (Matrix-M) l Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=123/0-7-0,3=63/Mechanical,4=31/Mechanical Max Horz 1=30(LC 8) Max Uplift 1=-32(LC 8),3=-38(LC 8),4=-1(LC 8) Max Gray 1=123(LC 1),3=63(LC 1),4=40(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=4511;L=24ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,11111111///. will fit between the bottom chord and any other members. ,,�"r' j I N Vt. �'•4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 1,38 lb uplift at joint 3 ,. , ...�c•E NS••. c ,i, and 1 lb uplift at joint 4. .• \, F •• • 6)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. N O 681 82 ::: *: F / :* - •-• Ift . E OF •.,i . , O R ,OP \ `■ 1,1)/0 NP ��s% • Joaquin Velez PE No.68182 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 __ 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB7473 rev.10413/2015 BEFORE USE. Design valid lot use only with MiTekv connectors.11Ns design Is based only upon paameters shown.and Is for an individual bonding component,not I a tiuss system.Before use,the building designer roust verily the oppiicapltty of design parameters and property incorporate this design Into the overall building design. IAacing indicated Is to prevent buckling of Indivkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always regrired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I fafrl..atk,n•storage,delivery,erectkm and bracing of trusses and truss systems.seeANSI/TPII Qualify Criteria,DSB-89 and SCSI Budding Component ■ 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type Qty Ply 1 T8086997 9041T0 HJ22 Jack-Closed Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:50 2016 Page 1 I D:WccG8uC-ppF7oCIwtW 7En4ztW r7-p6MOo2cnOVMX8giUvGn3POM8mb?_TRFi?OQvkLzj W uJ 2-9-3 2-9-3 2.12 12 Scale:1.5'=1' 2 1 _ • so 3 I♦ 3x4= 2-9-3 2-8-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 • Rep Stress Ina NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=108/0-4-3,2=73/Mechanical,3=35/Mechanical Max Horz 1=26(LC 8) Max Uplift 1=-79(LC 8),2=-57(LC 8),3=-31(LC 8) Max Gray 1=108(LC 1),2=73(LC 1),3=50(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;6=4511;L=24ft;eave=4fh Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;porch left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,`,1111111/1i 4)Refer to girder(s)for truss to truss connections. ,`�� QU 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 1,57 lb uplift at joint 2 `� o '• ................. and 31 Ile uplift at joint 3. `∎% 'S .•'�G E "• 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. ; •• \. F�•• No 68182 I 1. .' E OF J �� . �. • O R ° \�`�• O N A� �`•% Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MII.7473 rev.10N3/201 5 BEFORE USE. Design vdki for use only with Mi lei±s connectors.Ihis design Is based only upon parameters shown,and Is for as IrldivIdualtmlidkv component,not a Inas system.Before rise,the brCana<teskiner must verity the aprAlca Nlty of design parameters and properly Incorporate this design Into the overall bldng design. Bracing Indicated is to prevent buckling of Indivkival truss web and/er chord members only. Additional temporary and permanent bracing MiTek' Is dways 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 at trusses and truss systems,seeANSI/TPI1 Quality Criteria,D5B-89 and BCSI Building Component j 6904 Parke East Bird. Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply T8086998' 90411-0 I TOi Common Supported Gable 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:51 2016 Page 1 ID:WccG8uC_ppF7oClwt W 7En4ztW r7-IlwmoOdPnoUNmgHhTzllxDuL6?OaCtKsEgATGnzj W ul I 6-8-8 13-5-0 6-8-8 6-8-8 Scale=1:23.4 4x5= 5 •r, 6 6.00 12 4 PI, 111 7 3 19 17 18 20 d9 2 8 r 9 1 Ili M II Ili r .:_.dot _..IIIIIIIIIII N O 3x4 16 15 14 13 12 11 10 3x4 I 13-5-0 13-5-0 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:61 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 r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-5-0. (Ib)- Max Horz 1=-76(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,9,14,15,16,12,11,10 Max Gray All reactions 250 lb or less at joint(s)1,9,13,14,15,16,12,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-16=-146/253,8-10=-146/253 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=45f1;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)0-2-7 to 3-2-7,Exterior(2)3-2-7 to 6-8-8,Comer(3)6-8-8 to 9-8-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry `,.>t111111111,� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ``�� QU IN VF it.� 4)All plates are 2x4 MT20 unless otherwise indicated. `• o ' <F e, 5)Gable requires continuous bottom chord bearing. ♦♦ , .••�G E IV 3•• .. 6)Gable studs spaced at 1-4-0 oc. ♦ •• V F•••, le• 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• N O 681 82 8)'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. r. *: ' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9,14,15,16, _ / /12,11,10. —c ;i r :�: 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. E O F 0, /.. •ei;/0NM-E 0 �hhlltl111hhh,, Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 mg 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/73/2016 BEFORE USE. Design valid for use only with MllokP connectors.This design Is based only upon parameters shown,and Is for an individual tuulding component-not a truss system.Before use,the bulling designer must verily the applicability of design parameters and properly Incorporate this design into tlx:overall building design. @acing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal inlay and properly damage. For general guidance regarding the tatxfcatkrn,storage,delivery.erection and bracing of trusses and truss systems,see-ANSI/MI Qualify Criteria,DSB-89 and BCSt Building Component 6904 Parke East Blvd. Safety tntormatlon available from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty i Ply 18086999 9041 TO I T02 Common 3 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:52 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-mVU8Dke i Y6cEO_stOggXURRQXPdaxK??TKvOpDzj W uH 6-8-8 13.5.0 6-8-8 6-8-8 Scale=1:25.7 4x5= 2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 6.00 2 12 13 14 •• 1 3 I a MI I a ►Pt t ►/ 4 I:21 3x8 1 1 2x4 1 3 x 8 1 1 6-8-8 13-5-0 l 6-8-8 I 6-8-8 l Plate Offsets(X,Y)-- [1:0-3-8,Edgel,(3:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.13 4-7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.11 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 ,MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=537/0-5-8,3=537/0-5-8 Max Horz 1=-79(LC 10) Max Uplift 1=-141(LC 12),3=-141(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-716/298,2-3=-716/298 BOT CHORD 1-4=-152/569,3-4=-152/569 WEBS 2-4=0/294 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=2411;eave=4ft Cat. ,,.111111/1/1 II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-8-8,Exterior(2)6-8-8 to `�� 4 9-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� p QV N v, ,�� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �%. Y'.•''........E N ' c ''.. 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 � •• ,\G SF'•. •• will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) N O 68182 • 1=141,3=141. * ' •* 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. / / * • ..• ■�� .. E OF ':�. • • f OR0-•.• r,,N i/1,'ONA� o.`• Joaquin Velez PE No.68182 MITek USA,Inc.FL Ceti 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. will, Design valid for use only with tylleleD connectors.lids design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability 01 design parameters and properly incorporate this design Into the overall building design. Brachg indicated Is to prevent buckling of lndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the 6904 Parke East Blvd. fabrication,storage.delivery.erection and bracing of trusses and tr ss systems.seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component Tampa.04 Parke FL East 0 Safety Information avalkable from truss Plate Institute,218 N.Lee Street-Suite 312.Nexamirla,VA 22314. I 'Job Truss Truss Type Qty Ply 18087000 9041 TO 103 Common 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:53 2016 Page 1 ID:WccG8uC_ppF7oCIwtW 7En4ztW r7-Eh2XR4egJQk5?7R3aOLm t ezbCpzOgnH9h_fZLfzj W uG 6.8-8 13-3-8 6-8-8 670 Scale=1:25.6 4x5 2 6.ji4516 ci m 33x4 1 ` 4 5 2x4 I 3x5 I I 3x8 I 6-8-8 133.8 6-5-8 i 6-7-0 I Plate Offsets(X,Y)-- [1:0-3-8,Edge),14:0-2-0,0-2-5) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.06 5-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 I Vert(TL) -0.13 5-12 >999 180 . BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:50 lb FT=20% LUMBER- BRACING- . CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 I Installation guide. • • SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=532/Mechanical,1=532/0-5-8 Max Horz 1=78(LC 11) Max Uplift 4=-140(LC 12),1=-139(LC 12) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-703/295,2-4=-689/296 BOT CHORD 1-5=-152/557,4-5=-152/557 WEBS 2-5=0/289 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)IWIExp C;Encl.,lGCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,lnte orr(1)3-0-0 ito 6-8-8,Exterior(2)6-8-8'to at. �.��` .0%11111/1/.V N V F' i!,I# 9-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,♦♦ ,�•• ........ c�''∎. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ •••\, k`•••• 0 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 i will fit between the bottom chord and any other members. N O 681 82 • 5)Refer to girder(s)for truss to truss connections. *• F ;* 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) _ / * 4=140,1=139. =-0� r l :CC- 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ♦ • 9' •• E O F IQ � O•' - 4/ ♦ '■ •rif! r,P...• :- le 1ONA'E %- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: I February 22,2016• 0 WARNING-Verly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 149-7473 m!reN3i2OIS BEFORE USE. ■ Design valid for use only with MIleica connectors.this design h based only upon rrxaneters shown.and Is for an individual building component,riot a truss system.Before use,the IxlldIng designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing koAcated is to prevent heckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing M iTek- I always required for stabllty and to prevent collapse with possible personal injury and property damage. For general grddcrice regardng the 6904 Parke East Blvd. ■ fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component Safely Information available from leas Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss i Truss Type Qty Ply T8087001 9041 TO T04 1 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:54 2016 Page 1 I D:WccG8uC_ppF7oCIwtW 7En4ztW r7-itcveQf 14jtydHOG85s?ZsW mvCJ4 PDblwe07t6zj W uF 6-8-8 10-5-0 13-3-8 6-8-8 3-8-8 2-10-8 Scale=1:25.5 4x5= 2 I 6.00 FIF 11 12 3 5x6= 2x4 II 10 4 lit r3 j v ° cv N 1 I ~ RA a d ■ or 6 5 3 x 6 1 1 2x4 II 3x4= 6-8-8 13-3-8 I 6.8.8 I 6-7-0 Plate Offsets(X,Y)- [1:0-2.8,0-1-31,[5:0-1-12,0-1-81 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 0.51 Vert(LL) -0.07 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Verl(TL) -0.13 6-9 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.17 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) 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 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=526/Mechanical,1=526/0-5-8 Max Horz 1=64(LC 11) Max Uplift 5=-143(LC 12),1=-133(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-693/282,2-3=-625/273 BOT CHORD 1-6=-221/549,5-6=-221/549 WEBS 2-6=0/297,3-5=-655/293 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE C;End., MWFRS(directional)al)a d C-C Exterior(2)0-0-0 to 3-0-0,lnterior(1)3-0-0 it 6.8.8,Exterior(2)6-8.8 to Cat. �,•% QU I N vF�it�. 9-8-8,Interior(1)10-5-0 to 13-1-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,` 0Q, �� -0 DOL=1.60 . J .•'�G E N S c .0 3)Provide adequate drainage to prevent water ponding, ' V F•\'• 0 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 N O 681 82 will fit between the bottom chord and any other members. *:. * 6)Refer to girder(s)for truss to truss connections. • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) :'O% r :CC 5=143,1=133. i • • • E OF .' 4/ 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • 0 �� <l/; .:'•�-��I • ORIv*�_ ` /41,ONA'�,`% Joaquin Velez PE No.68182 MITek USA,Inc.FL Celt 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 1 -- Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE �t Design valid for use only with MIIekTJ connectors.this design Is based only upon parameters shown,and is for an individual bolding component.not a truss system.Berne 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 Milek 6 always regrlred tax std�lhty aW to prevent cdiap ore wtlh possible personal hluY and prop y damage. For general guidance regarding the fctxication.storage,delIvery,ereclkxn and bracing of muses and muss systems,seeAN31/1/11 rauWly CAbeda,DS8-89 and 8051 Building Component 6904 Parke East Blvd. Safely Information available from inns Plate Institute.218 N.Lee Street,Suite 312,Aiexandda,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply T8087002: 9041T0 IT05 Jack-Open Girder 1 1 Job Reference(optional) , Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:54 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-itcveof l4jtydHOG85s?ZsW myCBi PFFIweO7t6zj W uF 5-0-0 5-0-0 Scale=1:18.3 2 - 2x4 1I 6.00 12 • I I v I I !11 i IIM 8 3 THD26 JUS24 2x4 II 5x6= 5-0-0 4 I 5-0-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-151 ----- --------------- LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Verl(LL) 0.06 3-6 >898 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.15 3-6 >400 180 BCLL 0.0 • j Rep Stress Ina NO WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=780/0-5-8,3=625/Mechanical Max Horz 1=99(LC 8) Max Uplift 1=-195(LC 8),3=-209(LC 8) FORCES, (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=241t;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide r will fit between the bottom chord and any other members. `01 I U I II g,, 4)Refer to girder(s)for truss to truss connections. `S�, QU I N VF /,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) `S ev-• kAs eel 1=195,3=209. ..% , .••fit✓E•N S+ 0 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. ♦ •• \■• F•••, 7)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 1-0-12 from the left end to connect truss(es)to N 0 68182 front face of bottom chord. *�� ' .: 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 3-0-12 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. :•13,1°. r i : 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i • •. it' • E OF .• LU LOAD CASE(S) Standard 'iO•�1� A p P:•• ■��∎•1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 0, • /•O,,1 �? �� Uniform Vert:1 2=-60,3-4=-20 111 '/ON''E %Ss Concentrated Loads(lb) Joaquin Velez PE No.68182 Vert:7=-512(F)8=-506(F) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M(TEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valki for use only wile MITeld1 connectors.this design is based oNy upon parameters shown.and is for an Indivldral building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Brachg k vacated Is to prevent buckling of indivkival truss web and/or chord members only. Additional tern{xmay 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 o • fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Qualify Criteria,DU-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from lru ss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 71314. Tampa.FL 33610 Job Truss Truss Type Dry Ply 18087003 904110 106 Root Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:56 2016 Page 1 ID:WccG8uC_ppF7oCIwtW 7En4ztW r7-eGjf36hYcL7gsbAeF W uTeHb4NOsat?3bOytEy_zj W uD 5-0-0 8-10-8 16-0-0 i 17-8-8 i 24-5-0 5-0-0 l 3-10-8 7-1-8 1-8-8 6-8-8 Scale=1:41.6 4x5= 4x5= NAILED 4x5= 6 2x4 II 6.001-11- VI 2 NAILED NAILED 3x4 4 r If II w i it iii iii i ii i 17 1I 9 20 r 1 1 7 loo rt on nn n tr nn [1 to 21 22 10 23 24 25 26 9 8 at- 3x8_NAILED NAILED 3x4— NAILED NAILED THD26 7x10= 3x6= 5x6 I NAILED 5-0-0 8-10-8 17-8-8 24-5-0 5-0-0 i 3.10.8 8.10.0 I 6-8-8 Plate Offsets(X,Y)-- 11:0-8-0,0.0.11,17:0-2-12,0-0-111,18:0-2-8,0.1.81,19:0.4-12,0-3-41,110:0-1-12,0-1-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 j TC 0.64 Vert(LL) 0.24 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.54 9-10 >547 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:123 lb 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 2x6 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied or 6-5.4 oc bracing. 7-9:2x4 SP No.t MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1722/0-5-8,7=1384/0.5-8 Max Horz 1=79(LC 24) Max Uplift 1=-585(LC 8),7=-424(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3147/1063,2-3=-2801/999,3-4=3930/1338,4-5.3941/1344,5-6=-2294/782, 6-7=-2400/766 BOT CHORD 1-10.880/2742,9-10=-1220/3643,8-9=-962/3126,7-8=-592/2060 WEBS 2-10=-300/1096,3.9=-48/370,5-9=-415/1110,5.8.2052/712,6-8=-542/1794, 3-10=-1039/424 to011111siii., 1)NOTES- Unbalanced roof live loads have been considered for this design. V��,P.QV'N V F< ., 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsl;h=25ft;B=45it L=2411 eave=4ft;Cat. `∎%% ' ..•". N ;• F�#'4. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 • \, F•••• 3)Provide adequate drainage to prevent water ponding. • 4)This truss has been designed for 10.0 psi bottom chord live load nonconcurrent with any other live loads. No 681 82 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. i * • .. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) =1:1/. / :Cr 1=585,7=424. • t • E O F .• 41 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I. • d�•. // 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 11-0-12 from the left end to connect truss(es) • , Q'•• `-. :� •to front face of bottom chord. ♦•' • O R \ •••cl .�� 90)"NAILED" where contact 3-112d lumber. toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. , '/,,,�0 N A,� %% 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • Joaquin Velez PE No.68182 LOAD CASE(S) Standard MiTek USA,inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(pit) Date: Vert:1-2=-60,2-5=-60,5.6=-60,6-7=-60,11-14=-20 February 22,2016 9 ■ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.1010312015 BEFORE USE. tilt Design valid for use only with MIlek'::connectors.This design Is based only upon Uurametors 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 txoporiy incefpo rate this design Into 1110 overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/at 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. f or general guidance ce regarding the fabrication.storage.delivery,erection and bracing of trusses and trips systems.seeANSl/TPI l Qualify Criteria,D5B-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avd l bie from rutss Plate institute.218 N.lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T8087003 9041T0 T06 Roof Special Girder ,1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:56 2016 Page 2 ID:WccGBuC_ppF7oCIwtW 7En4ztW r7-eGjf36hYCL7gsbAeFW uTeHb4NOsQt?3bOytEy_zj W uD LOAD CASE(S) Standard Concentrated Loads(lb) Vert:17=-70(F)18=-70(F)19=-70(F)21=-60(F)22=-135(F)23=-48(F)24=-48(F)25=-48(F)26=-605(F) 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �T Design valid for use only with M1lekW connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall balding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- ls always required for stability and to prevent collapse wilts possible personal Injury and property damage. for general gridance regarding the 6904 Parke East Blvd. fabrication.. re storage,delivery.ection and bracing of trusses and truss systems.seeANSI/IP11 QuaSty Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.lee Sheet,Suite 312.Nexcxtdda,VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply 18087004 904170 T07 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:57 2016 Page 1 ID:WccG8uC_ppF7oCIwtW7En4ztWr7-6SH1GRhANeFXUIkgpEPiBU8HDQKLcalkccdnURzjWuC 7-0-0 124.8 17.5.0 24.5-0 7-0-0 l 5-2-8 5-2-8 7-0-0 Scale=1:41.3 4x10= 4 2x4 I I 4x10= 2 17 3 18 4 6.00 FIY '= _ I 16 I 19 `a • a 1E1 7 8 7 6 �r 4x5= 2x4 H 3x8= 3x6 2x4 H 4x5= 4x10 Ii 4x10 H 7-0-0 12-2-8 17-5-0 24-5-0 7-0-0 I 5-2-8 5-2-8 i 7-0-0 Plate Offsets(X,Y)-- [1:0-3-5,Edge),(1:0-0-0,0-1-71,12:0-7-0,0-2-0),14:0-7-0,0-2.0),[5:0.0-0,0-1-71,[5:0-3-5,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL- In (loc) Udetl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.06 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.16 6-15 >999 180 BCLL 0.0 ' Rep Stress Inch YES WB 0.17 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=977/0-5-8,5=977/0-5-8 Max Horz 1=83(LC 11) Max Uplift 1=-256(LC 12),5=-256(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1572/576,2-3=-1605/666,3-4=-1605/666,4-5=-1572/580 BOT CHORD 1-9=-419/1321,8-9=-418/1327,6-8=-410/1327,5-6=-411/1321 WEBS 2-8=-133/452,3-8=-346/197,4-8=-132/452 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ,,011111110/ii II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3-0-0,Interior(1)3-0-0 to 7-0.0.Exterior(2)7-0-0 to ,�1 U�rt V /�� 21-7-15,Interior(1)21-7-15 to 24-5-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,`%N OO e ,ee grip DOL=1.60 � . G E N '. 3)Provide adequate drainage to prevent water ponding. ♦♦ .•�\,\ `SF••.• Ii 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 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 No 681 82 will fit between the bottom chord and any other members. *• •.* 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) / 1=256,5=256. -p� r i :(r 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ♦r ' • E OF : 4/ '•., �11',,O N A, ••%% Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 ■ 0 WARNING-Verily design paramotors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 ray.10/03/20IS BEFORE USE. ' • Design valid for use only with Mi folds connectors.this design 5 based only upon rxzrcsnotors shown,and is for an individual balding component.not a truss system.Before use,the building designer must verity the applicability of design rarametors 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 temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regaling the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPt l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. i Safety Information available from truss Plate Institute.218 N.lee Street,Suite 312,AlexaMna,VA 22314. I Tampa.FL 33610 Job Truss Truss Type Qty Ply 18087005 9041T0 T08 Hip !1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:58 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-af rQUnio8yNO6vJ I NxxxjihowgdMLOsurGMKOtzj W uB 7-0-0 9-0-0 15-5-0 17-5-0 24-5-0 7-0-0 2-0-0 650 I 200 { 7-0-0 Scale=1:41.1 4x5— 4x10= 3 18 19 20 21 4 2x4\\ 0: =7 2x4 // 6.00112 5 2 V 17 22 a • 16 23 'n 1 6 1 a aI . l I4 ( oi 9 8 7 4x6 I I 3x8= 3x6— 3x4= 4x6 I I 9-0-0 15-5-0 24-5-0 9-0-0 i 6-5-0 i 9-0-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],14:0-7-0,0-2-01,[6:0-2-12,0-0-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.13 7-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.36 7-15 >804 180 BCLL 0.0 • Rep Stress Ina YES WB 0.15 ! Horz(TL) 0.04 6 rVa n/a BCDL 10.0 I Code FBC2014/TP12007 (Matrix-M) Weight:114 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 1 Installation quide. REACTIONS. (lb/size) 1=977/0-5-8,6=977/0-5-8 Max Horz 1=106(LC 11) Max Uplift 1=-256(LC 12),6=-256(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1558/597,2-3=-1370/591,3-4=-1197/547,4-5=-1370/591,5-6=-1557/597 BOT CHORD 1-9=-450/1318,7-9=-327/1196,6-7=-440/1318 WEBS 2-9=-275/229,3-9=-112/401,4-7=-126/401,5-7=-276/229 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cal. 1%1111111/14 19 7x15,Interior(1)119-77-15 to 24-5-0 zone;C-C for members and oforces&MW FRS forlreactions hown;L Lumber DOL=(1 60 platen ,``QPQ........" N F� ■/• grip DOL=1.60 �� , E N 1�,, 3)Provide adequate drainage to prevent water ponding. �� •••\,\ `SF••.• °i 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 Z No 68182 will fit between the bottom chord and any other members. = *•• • ..* 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) = '/ / * • ... 1=256,6=256. =-ti,% r . :c 7)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss. + 4I • E O F : 4/ .c.:.;. „ OR1O �; `�, 'i,;0NA��0s- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa Ft.33610 Date: February 22,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE mi�' Design valid for use only with Mileklo connectors.1Ns design is based only u parameters shown,and Is for an individual building component.not a buss system.Before use-the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek_ Is always required for stability and to prevent collapse with possible personal inkay and property damage. For general guidance regadng the 6904 Parke East Blvd. fabricalkr n storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply i 18087006 9041 TO T09 Hip '1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:59 2016 Page 1 I D:W ccG8uC-_ppF7oCIwtW 7En4ztW r7-3rPoh7jRuGVFj2uDxeSAGVDeI D?A4OX 14w6uYJzj W uA 5-6-3 11.0-0 13.5.0 18-8-8 24-3-8 5-6-3 5-5-13 2-5-0 5-3-8 5-7-0 4x5= Scale=1:43.2 4x5 3 22 23 4 w 6.00 12 3x4 ilic 24 3x4 5 2 et ti - 6 25 20 3x4 6 I 1 l 1 7 a . 12 11 10 9 8 4x5=4x10 I 2x4 II 3x4=3x6 3x4= 2x4 H 3x6 I I 5-6-3 11.0.0 i 13-5-0 i 18-8-8 24-3-8 ■ 5-6-3 5-5-13 2-5-0 5-3-8 5-7-0 Plate Offsets(X,Y)-- [1:0-3-5,Edge),I1:0-0-0.0-1-111,17:0.3-5,0.1-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.11 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Verl(TL) -0.2311-12 >999 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.38 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.1-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE I be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 ; Installation guide. SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 7.972/Mechanical,1=972/0-5-8 Max Horz 1=129(LC 11) Max Uplift 7=-255(LC 12),1=-255(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1636/568,2-3=-1218/502,3-4=-1025/492,4-5=-1214/504,5-7=-1586/557 BOT CHORD 1-12=-454/1402,11-12=-454/1402,9-11=-244/1025,8-9.-428/1363,7-8=-428/1363 WEBS 2-11=-489/239,3-11=-92/309,4-9=-97/304,5-9=-454/226 NOTES- 1)Unbalanced roof live loads have been considered for this design. .011111111/1/1 2)13 5 Exp 0,C In erior(1)17-7-158 to 24-3-8 zone;C-C for)membe s and forceps&MWFRS forreactions( 11-0-0,DOL=i1.60 plate grip . 1%:'3VG................• �. . � EN '• • • DOL=1.60 •• \. F•••• 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. N No 681 82 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. - / / 6)Refer to girder(s)for truss to truss connections. =-fl'/ :C 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s)except(jt=lb) a E OF ' 7=255,1=255. O• , . • 4/ 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 0:. • .,/) ••••Q:•• � � • .,/1',,ONAl �-.0- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 i ► 0 WARNING-Verily dulgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.1010312015 BEFORE USE Design valid for use only with MITek®connectors.this design Is based only urxm parameters shown.and Is for an individual building component.not a truss system.Before use,the biding designer must verify the apt 4icabllly 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 coliep se with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualty Criteria,058.89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plato Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type Oty Ply T8087007 9041T0 T10 Roof Special 1 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:10:59 2016 Page 1 ID:WccG8uC_ppF7oCIwtW 7En4ztW r7-3rPoh7jRuGVFj2uDxeSAGVDeJD?p40z14W6uYJzJW uA 6-1-7 i 12.2.8 l 18-3-9 21-7-0 i 24-3-8 { 6-1-7 6-1-1 6-1-1 3-3.7 2-8-8 Scale:1/4".1' 4x5= 3 6.00 51 16 17 3x4� 3x4 2 4 CO' .• v t 4x5= 2x4 I 5 6 15 1 L- y �411111111111141!y g N 03-... 11 10 9 8 7 4x5= 2x4 I I 3x6= 3x6 3x4= 3x4= 4x10 I I 6-1-7 I 12-2-8 18-3-9 24-3-8 6-1-7 6-1-1 6-1-1 5-11-15 Plate Offsets(X,Y)-- [1:0-3-5,Edge],[1:0-0-0,0-1-111,[7:0-1-12,0-18] LOADING(psf) 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) -0.06 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.18 10-11 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.48 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=966/Mechanical,1=966/0-5-8 Max Horz 1=129(LC 11) Max Uplift 7=-256(LC 12),1=-251(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1608/517,2-3=-1136/432,3-4=-1136/425,4-5=-1506/476 BOT CHORD 1-11=443/1373,10-11=-443/1373,8-10=-401/1339,7-8=-412/1247 WEBS 2-10=-524/236,3-10=-154/592,4-10=-485/210,5-7=-1465/495 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)IwlExp C;End., =0.18;MWFRS(directional)onal)a d C-C Exterior(2))0.0-0 to 3-0-0,Interior(1)orr(1)3-0-0 to 12-2 8,Exterior(2)12 f2-8 to ,��•,/tU(N,V�� 15-2-8,Interior(1)21-7-0 to 24-1-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,N'Or' ELF�i, DOL=1.60 *e J .••�G E•NS•• c' � 3) Provide adequate drainage to prevent water ponding. V F•••. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. : N O 68I 82 • 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. = *:•i * 6)Refer to girder(s)for truss to truss connections. = • / i * . 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7-0,1,/ F. 7=256,1=251. • s ' E OF : 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • 0• 4C/Z. o�,.•l,9. R % .Y /�\ e 'o�;O N M .0% Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 OMIIIM mll 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIi 7473 rev.10/03/201S BEFORE USE. Design valid for use only with MIIekI9 connectors.ids design is based only ufxr,parameters shown.and Is to car IndMdud building component.not a truss system.Before use,the building designer must verify the ap:rplicabllty of design gasometers and properly Incorporate this design Into the overall binding 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 la stability and to prevent collapse with possible personal/*try and properly damage. For general guidance regarding the 6904 Parke East BNd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/FPI I Qualify Criteria.DSB-89 and SCSI Buiding Component Safely Information avdiable iron Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss 'Truss Type 50ty 'Ply T8087008 904110 T11 Roof Special 1 i 1 i 1 Job Reference(optional) • Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:00 2016 Page 1 I D:W ccG8uC_ppF7oCIw1W 7En4ztW r7-X 1 zAvTk3fZd6LCTPUMzPp7mh 1 dJ9ppVAlarR5lzjW u9 6-1-7 12-2-8 19-7-0 24-3-8 6-1-7 6-1-1 7-4-8 4-8-8 Scale:114'=1' 4x5= 3 6.00 12 15 16 3x4 2 4x5= 3x5= 4 5 rt 11 Ailiiihhi%Itiiiiiiiiiiih. 1,, _ F' 17 14 g 1 Al 1,4'-'11 10 9 8 7 6 3"6= 4x5= 2x4 I 3x8= 3x5= 2x4 I I 4x10 II • • 6-1-7 12-2-8 19.7.0 1 24-3.8 6-1-7 6-1-1 7-4-8 4-8-8 Plate Offsets(X,Y)-- 11:0-3.5,Edge),11:0-0-0,0.1-111(4:0-2-4,0-2-0),(5:0-2-4,0-1-81,17:0-2-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.09 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.26 7-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.05 6 n/a Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:126 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 8.6.2 oc bracing. . WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. • REACTIONS. (lb/size) 6=966/Mechanical,1=966/0-5.8 Max Horz 1=120(LC 11) Max Uplift 6=-260(LC 12),1—247(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.1604/511,2-3=-1145/428,3.4=-1159/408,4-5=-1338/425,5-6=-929/337 BOT CHORD 1-10=-479/1368,9-10.479/1368,7-9=-443/1375 ' WEBS 2-9=-515/230,3-9=-105/579,4-9=-488/189,4-7=-694/330,5-7=-488/1548 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. �� j, 15-2-8,CIn Interior(1)19-7 0 to 24-1 12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=01.60 plate grip ,,,SOPQU I N•V ��/,, DOL=1.60 �., J .••�G E N S 1 '.� 3)Provide adequate drainage to prevent water ponding. \, k‘..•• • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . i 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 No 68182 . will fit between the bottom chord and any other members. r. *• •; 6)Refer to girder(s)for truss to truss connections. '• ' • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) =.- �/ r �X 6=260,1=247. • i E O F :11147 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i 0' .. (V • Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is used only upon parameters shown.and Is for an krdMduCi bolding component,ent,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design Into the overall Wilding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance reaming the fabrication.storage,delivery.erection and bracing of trusses and Miss systems.seeANSI/TPII Quality Criteria,DSB-89 and SCSI Bolding Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.tee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job ITruss Truss Type Qty Ply T8087009 9041T0 T12 Half Hip Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 S Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:01 2016 Page 1 I D:W ccGBuC__ppF7oCIwtW 7En4ztW r7-?EXY6pkhQtlzzM2c23UeLKJ261 elYFoKXEb_dCzj W u8 2.10.3 5-4-0 6-10-0 2-10-3 2-5-13 1-6-0 Scale=1:21.5 2x4 I I• 3 4x6 — 4 frill 6.00 12 3x4 2 110.41411040s46. agaiiiiiiiihi„ , iii i 1 Imm_m_m-pi --:. ., iz. �1 11 12 7 6 5 1 T H D 2 6 3 x 6 I I THD26 6x6= 5x6= 67(6= THD26 2-10-3 . 5-4-0 6-10-0 1 2-10-3 2-5-13 1-6-0 Plate Offsets(X,Y)-- [1:0-0.0,0-2-1],[2:0-1-4,0-1-8],[3:0-1-4,I0-1-4],[5:0-3-0,0-2-12],[`6:0-2-12,0.4-8],[7:0-4-8,0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) f/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 • BC 0.70 Vert(TL) -0.06 6-7 >999 180 BOLL 0.0 • Rep Stress Incr NO WB 0.65 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-4-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 1=1889/0-5-8,5=1490/Mechanical Max Horz 1=110(LC 8) Max Uplift 1=-499(LC 8),5=-442(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2227/584,2-3=-722/184 BOT CHORD 1-7=-597/1971,6-7=-597/1971,5-6=-206/705 WEBS 2-7=-347/1357,2-6=-1592/488,3-6=-469/1710,3-5=-1664/487 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.Opsi;BCDL=5.Ops1;h=25ft;B=45it;L=24ft;eave=4tt;Cat. `,`�11111111/4��, II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 `,� QU�N �/� l,� 3)Provide adequate drainage to prevent water ponding. �� P• �� e,� 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ,�� , ,•'�C,ENS•• i. 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. . N O 681 82 � r 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) • 1=499,5=442. 8)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 7. ,13 r :a 9)Use USP THD26(With 16d nails into Girder&NASD nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-10-12 from • ' . • E OF : LU the left end to 4.10-12 to connect truss(es)to front face of bottom chord. • O• /4/ 10)Fill all nail holes where hanger is in contact with lumber. .i ..if O ;. . 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i�•• • .0 A 1...•\� ,� LOAD CASE(S) Standard �'�i;��N A�E��`‘ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Joaquin Velez PE No.68182 Vert:1-3=-60, MiTek USA,Inc.FL Cart 6634 Concentrated Loads(l b)3 4=-60,5-8=-20 6904 Parke East Blvd.Tampa FL 33610 (I Veil:7=-946(F)11=-953(F)12=-946(F) Date: February 22,2016 0 WARNING-Welty design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev.10/032015 BEFORE USE. Design valid for use only with Milekb connectors.this design Is based only upon parameters shown.and Is for an Irxlividual building co rn{xrr'nt.not a truss system.Before use,the building designer must verity the applicability of design parameters cirri properly Incorporate Mt design info he over<91 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 co1k{se with possible personal Injury and property damage. Fax general guidance reporting the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avalldre from WAS Plate Institute,218 N.Lee Street,Stile 312,Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty IPly T8087010 9041T0 T13 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:03 2016 Page 1 ID:WccG8uC.ppF7oCIwtW7En4ztWr7-xcfJXVmxyU?gCgC_AUW6QIOCDrF009cd?Y45h4zIWu6 I 6.10-0 12-2-0 17-6-8 23-5-9 29-9-0 6-10-0 5-4-0 5-4-8 5-11-1 6-3-7 Scale=1:55.1 4x5= 4 Pi 5x6= 4x5= 3x4 6.00 I 12 2 5 Y Y o c 4 1 1 — iI 6 Y an nr l ' •b •_° .mow d 17 18 10 9 g 7 NAILED NAILED 3x6 // 7x6= 5x12= 2x4 5x6 h 4x10= THD26 5-4-12 12-2-0 17-6-8 23-5-9 29-9-0 I i 7 i 5-4-12 6-9-4 5-4-8 5-11-1 6-3-7 Plate Offsets(X,Y)-- 11:0-0-0,0-0-71,12:0-3-0,0-2-01 16:0-2-12,0-0-111,18:0-5-0,0-3-01,19:0-3-0,0-3-41,(10:0-3-8,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.20 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.48 8-9 >751 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.70 Horz(TL) 0.14 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied. 1-2:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. BOT CHORD 2x4 SP No.2'Except' WEBS T-Brace: 2x4 SP No.3-3-8 1-9:2x6 SP No.1,8-9:2x4 SP No.1 Fasten(2X) T and I braces to narrow edge of web with 10d WEBS 2x4 SP No.3 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.3 Brace must cover 90%of web length. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=2655/0-5-8,6=1483/0-5-8 3 Max Horz 1=-153(LC 23) Max Uplift 1=-772(LC 8),6=-403(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1.2=-4837/1399,2-3=-3695/1104,3-4=-2165/674,4-5=-22471694,5-6=-2636/740 BOT CHORD 1-10=-1156/4233,9-10=-966/3526,8-9=-970/3698,7-8=-580/2279,6-7=-580/2279 WEBS 2.10=-490/1826,2-9=-446/755,3-9=-340/333,4-8=-428/1559,5-8=-484/235, 3-8=-2185/684 ,`,llllllllll/i/�/' NOTES- 1) ,`��QPQII(N 1/��F'��i Unbalanced roof live loads have been considered for this design. ,,. 'S .• °6 E N S"• ' ' 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45ft;L=30ft;eave=4lt;Cat. ; •' \. F..•• e• •II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 : • N O 68182 • 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 I I 7k will tit between the bottom chord and any other members. •'O� ' :£ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) " ',... • E OF 1=772,6=403. - 0• • 4/ 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •• • jl o Q;•' ■��∎ 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 5.4-12 from the left end to connect truss(es)to o • ,. O R ' .•`� ,. front face of bottom chord. • 9)Fill all nail holes where hanger is in contact with lumber. �1i j/,0 N Al- ��, 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)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Joaquin Velez PE No.68182 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: February 22,2016 , 0 WARNING•Verify design paramatara and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. wilt Design valid for use only with Mlloid9 connectors.1Ns design is based only upon parameters shown,and is for an Incilviduol balding comrx,neni.not a truss system.Below tae.the building designer must verily the applicability of design parameters and properly incorporate his design ink,the overall IxNdrvg design. Bracing indicated Is to prevent twcklIn g of Individual truss web and/or chord members only.Add ition l temporary and pxmnan>nt Ircx:Ing MiTek• Is always regired for stability and to prevent collapse with possmle personal hiuy and properly damage. For general guidance regarding the fir catkin,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/1PI1 Quality Crlteda,DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormatton available from truss Plate Institute.218 N.lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job j Truss I Truss Type Qty Ply T8087010 9041T0 T13 1 Roof Special Girder 1 l 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:03 2016 Page 2 ID:W ccG8uC_ppF7oClw1 W 7En4zt W r7-xcfJXVmxyU?gCgC_AU W 6QI0CDrF009cd?Y45h4zj W u6 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=-60,3-4=-60,4-6=-60,11-14=-20 Concentrated Loads(lb) Vert:10=-1470(F)17=-120(F)18=-168(F) 4 I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/0312015 BEFORE USE. fill Design valid for use only wilt Milekl connectors.this design Is based only upon txxameters shown,and Is for an Individual podding component,not a truss system.Before use,the bulking designer must verify Ito up4rt1cabilty 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 tracing MiTek" Is always required for stability and to prevent collapse with possible personal'Nary and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Butting Component 6904 Parke East Blvd. Safety Information eve/liable from'truss Plate Institute,218 N.Lee Street,Suite 312,Poexaxxirla,VA 22314. Tampa.FL 33610 , • — Job Truss Truss Type Qty Ply 18087011 904110 T14 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:04 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7E n4ztW r7-PoChkrnZjo7Xggn BjC 1 LzzxSW Eerle4mDCpfEXzj W u5 6-10-0 8-10-0 , 14-2-0 , 17-6-8 { 23-7-9 29-9-0 6-10-0 2-0-0 5-4-0 3-4-8 6-1-1 6-1-7 Scale=1:51.3 455= 5 4x5= 4x5— 3 22 23 6.00 FIT 2x4 VA i 20 21 3x4 2 6 co 1 19 ale rb a 18 24 Jn 1 11�7 ,n �i �� 11 10 9 8 4x5= axe== 3x8 MT2OHS= 3x8= 2x4 I I 4x5= 4x10 II 4x10 I 8-10-0 17.6.8 23-7-9 i 29.9.0 8-10-0 8.8.8 6-1-1 6-1-7 Plate Offsets(X,Y)-- 11:0-0-0,0-1-71,11:0-3-5,Edge],17:0-0-0,0-1-71,(7:0-3-5,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.13 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.40 9-11 >886 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.55 Horz(TL) 0.10 7 r1/a Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:149 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.7-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing WEDGE I be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 j Installation guide. REACTIONS. (lb/size) 1=1190/0-5-8,7=1190/0-5-8 Max Horz 1=-153(LC 10) Max Uplift 1=-312(LC 12),7=-312(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2007/695,2-3=-1824/688,3.4=-1612/635,4-5=-1568/619,5-6=-1617/618, 6-7=-2056/700 BOT CHORD 1-11=-555/1714,9-11=-563/1865,8-9=-528/1769,7.8=-528/1769 WEBS 2-11=-257/206,3-11=-188/603,4-11=-343/161,4-9=-854/413,5-9=-374/1079, 6-9=-493/234 NOTES- 0111I111/, 1)Unbalanced 2)II;IExp C;End.,,GCpu!018;MWFRS(direct gust)Vasd=101mph; and C-C Exterior(2D0-0 O Po 3 0,lnteriop(1)3-0-0 f1to 8-10-0,Exterior(2)eave=4ft;Cat. to �•.,,,O.........:CF',,/� 11-10-0,Interior(1)14-2-0 to 29-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip � .• \,�C2 E N' k'''• /■ DOL=1.60 3)Provide adequate drainage to prevent water ponding. : •' No 68182 • 4)All plates are MT20 plates unless otherwise indicated. : *. I • *' 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.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide --•/ I :CC will fit between the bottom chord and any other members. ' • E OF 41 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O• ,'' 1=312,7=312. #� • 4 ti! .' ♦♦ 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,,• - • O R 1 O.•• •' �,,i;pNA;%.0 Joaquin Velez PE No.68182 Mk US&Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 Q WARNING•Vadly der/gn paramMen and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. lint Design valid for use only with MI1ekd4 connectors.this design Is based only upon parameters shown.and Is for an individual building component.not a truss system.Before use.the building designer must verity the applicability of design parameters and property incorporate tints design into the overall [wilding design. Bracing indicated Is to prevent prickling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent colicpre with possible personal injury 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 SCSI Building Component 1 6904 Parke East Blvd. Safety Information available from truss Plate i nstikAe,218 N.Lee Street,Spite 312,Alexan dda.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T8087012 9041T0 T15 Hip 1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:05 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7E n4ztW r7-t?m3yAoBU6FOS_M NHvZaW ATf 7e?tU9NwSsZCmzzj W u4 I 5.5.3 I 10-10.0 14-10-8 i 18-11-0 24-3-13 29-9-0 j 5-5-3 5-4-13 4.0.8 4-0-8 5-4-13 5.5.3 Scare=1:51.3 3x6= 4x5- 4x5= 6 4x5 3 3x4= �'•r� 6.00 FF 23 • 5 24 3x4 22 3x4 5, 2 8 q ,6o o a 2s P1 1 l . 1 i 1 \\9 a v '6 1S 6 » $ ►: jb Ta l� ~ 14 13 12 26 ii 11 10 4x5= 2x4 I 3x8= 3x6= 3x8= 2x4 II 4x5= 4x10 II 4x10 I 5-5-3 10-10-0 18-11-0 24-3-13 29-9-0 5-5-3 5-4-13 8-1-0 5-4-13 5-5-3 Plate Offsets(X,Y)-- (1:0-0-0,0-1-71,(1:0-3-5,Edgel,15:0-3-11,0-2-41,1 6:0-3-0,Edgel,1 7:0-1-0,0-2.01,(9:0-3-5,Edge),19:0-0-0,0-1-71 • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.14 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.37 11-13 >956 180 • BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:161 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 BOT CHORD Rigid ceiling directly applied or 7-8-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=1190/0-5-8,9=1190/0-5-8 Max Horz 1=-153(LC 10) Max Uplift 1=-312(LC 12),9.312(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2063/714,2-3=-1703/646,3-4=-1466/625,4-5=-1477/655,5-7=-1436/681, 7-8=-1711/646,8-9=-2060/695 BOT CHORD 1-14=-579/1780,13-14=-579/1780,11-13=-426/1544,10-11=-551/1775,9-10=-551/1775 • • WEBS 2-13=-388/218,3.13=-119/452,4-11=-256/101,7-11=-104/441,8-11=-387/192 NOTES- 1)Unbalanced roof live loads have been considered for this design. 00%11111!/ 2)IWIExp C; 7-10; MWFRS(directional)onal)and C-C1Exterior(2)0.0-0 to 3-0-0,lnte orr(1)3-0-0 tto 10-10-0,1 Exteror(2)10-10-0 ,�0 QU�N,Vet', to 14-10-8,Interior(1)16-2-7 to 29-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,�� ,0/).•. \G E N S 4 ' '•''.. grip DOL=1.60 • % F•••, 0 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. , No o 68182 • 1 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 .: *:•' 1* will fit between the bottom chord and any other members,with BCDL=10.Opsf. / ' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) =.- •/ 1=312,9=312. ,f Fri E O F : i 7)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i • (V 8)Graphical purtin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. io,•.i f;• O R 1 O v--...*, , 'ti;'ONAL� �`� it111111111• Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 1 -- 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 510.7473 rev.10/03/2015 BEFORE USE. Design vdkl for use only with MITetsh connectors.Ibis design Is based only upon parameters shown,and Is for an individual balding component.not a Buss system.Before use,the br/ding designer must verily the applicabllty of design',ammeters and properly Incorporate this design Into the overall b ldIng design. Brochg Indicated Is to prevent buckling of Individual truss web ardi/a curd members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent cotic se with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabricallor storage,delivery-erection and brachg of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component Tampa.04 P Parke E3st B Safely information avcilabte tram Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Job ITruss Truss Type Qty Ply T8087013 9041T0 T16 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:06 2016 Page 1 I D:W ccG8uC._ppF7oCIwtW 7En4ztW r7-LBKR9W ogFPN F37wZrd4p200nk2MsDY03hVII I Pzj W u3 6-5-3 12-10-0 16.11.0 I 23.3-13 29-9-0 I 6-5-3 I 6-4-13 4-1-0 6-4-13 6-5-3 Scale=1:52.1 4x10_ 4x5= 3 4 o 0 6.00112 0 3x4 19 3x4 2 5 a il r. 21 18 Y 1 `6 v irit Li I41 a E a !d. tGdf � -. 11 10 9 8 7 4x5= 2x4 I I 3x6 3x8= 2x4 II 4x5= 3x4= 4x10 1, 4x10 1 6-5-3 12-10-0 16-11-0 23-3-13 29-9-0 I I 6-5-3 6-4-13 4-1-0 I 6-4-13 6-5-3 Plate Offsets(X,Y)-- [1:0-3-5,Edge 1,[1:0-0.0,0-1-71,[3:0-7-0,0-2-01,[6:0-0.0,0-1-71,[6:0-3-5,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.10 10-11 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 I Vert(TL) -0.30 10-11 >999 180 I BCLL 0.0 • Rep Stress Incr YES WB 0.57 i Horz(TL) 0.10 6 Na Na BCDL 10.0 Code FBC20141TP12007 (Matrix-M) 1 Weight:156 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 BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing. WEBS 2x4 SP No.3 1 MiTek recommends that Stabilizers and required cross bracing I WEDGE I be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 1 Installation guide. REACTIONS. (lb/size) 1=1190/0-5-8,6=1190/0-5-8 Max Horz 1=-161(LC 10) Max Uplift 1=-312(LC 12),6=-312(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2057/699,2-3=-1554/615,3-4=-1314/619,4-5=-1555/615,5-6=-2056/699 BOT CHORD 1-11=-556/1768,10-11=-556/1768,8-10=-332/1314,7-8=-545/1767,6-7=-545/1767 WEBS 2-10=-545/256,3-10=-75/389,4-8=-102/390,5-8=-544/256 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.Ops1;BCDL=5.0psf;h=25ft;B=45ft;L=301t;eave=4ft;Cat. ' II;to E6 11-OE Interior(1)21-1-15 to 29-9-0(directional) C-C for members eand forces to 3-0-0, FRS for reactions shown;Lumber DOL=(1.60 plate `��,PQU.N v �te,j, grip DOL=1.60 �♦ ,� GEM �cl °i 3)Provide adequate drainage to prevent water ponding. ♦♦ • \,\ `SF••• 'i 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.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide N O 68182 • will fit between the bottom chord and any other members. r. * • * 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 'I i . • 1=312,6=312. 'O% r :CC— 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • • E O F .• '• • it); \N..: ■ •, _.• 'u'i1/0N A1- •"`S% ii/11 n 111, Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 4 I Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 416.7473 rev.1003/2015 BEFORE USE. mil, Design valid for use only with Mllekl9 connectors.this design Is based only upon parameters shown,and Is for an IndMdud building component,not • a truss system.Before tae.the bxdiding designer must verify the applicabllty of design paraneters 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 temp orgy and permanent txoc:ing MiTek' Is always requied for stability and to prevent collapse with possible personal Injury and property damage. I or general guidance regarding the fabrication,storage,delivery,erection and bracing of tenses and truss systems,SeeANSI/lPt I Quality Criteria,DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety IMormatlon avdlable horn Inns Plate Institute,218 N.Lee Street,Suite 312.Alexandrto,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 18087014 904110 1117 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:07 2016 Page 1 ID:WccG8uC_ppF7oCIwtW7En4ztWr7-gNupNspS0jV6hHVIPKb2bbZv8SdJy3tCv92JgszjWu2 7.5.7 14.10.8 l 22.3.9 l 29-9-0 l I 7-5-7 i 7-5-1 7-5-1 7-5-7 Scale=1:57.0 • 4x5= 6.00 Ff- 4 i 3 18 19 3x6 3 5 2x4 x6 2x4// 2 6 .. 111111111111114444..., 2 17 0 milk.7 gi 16 10 21 9 22 8 3x4= 3x8 MT2OHS= 3x4= 4x5= 4x5= 4x10 II 4x10 II 9-11-2 19-9-14 29-9-0 9-11-2 l 9-10-13 I 9-11-2 I Plate Offsets(X,Y)-- [1:0-0-0,0.1-71,11:0-3-5,Edgel,17:0-0-0,0-1-7],17:0-3-5,Edgel - . LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.43 8-10 >827 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.94 Vert(TL) -0.73 8-10 >492 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Ina YES WB 0.29 Horz(TL) 0.08 7 rile n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-9:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1190/0-5-8,7=1190/0-5-8 Max Horz 1=186(LC 11) Max Uplift 1=-312(LC 12),7=-312(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2009/645,2-4=-1783/647,4-6=-1784/647,6-7=-2009/644 BOT CHORD 1-10=-466/1803,8-10=-210/1174,7-8=-466/1721 WEBS 4-8=-179/754,6-8=-431/297,4-10=-180/751,2-10=-431/297 NOTES- 1)Unbalanced roof live loads have been considered for this design. 11111111 2)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasd=tOtmph;TCDL=S.Opst BCDL=S.Opst h=25ft;6=4511;L=3011 eave=4ft;Cat. ``111 �N 1,��Io, II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3.0.0,Interior(1)3-0-0 to 14-10-8,Exterior(2)14.10.8 `�� p,Q- •• V ��j� to 17-10-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� ,�••\G E N S'•.S • 3)All plates are MT20 plates unless otherwise indicated. \. F.••• • 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 No 681 82 will fit between the bottom chord and any other members,with BCDL=10.Opsf. *; * I. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) _ / / 1=312,7=312. :13, r :i• 7)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • • E O F O• ,.. S hi*,,/O N Al E s- Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 Q WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIIekS%connectors.Oils design k based only upon parameters shown,and Is for an Iradlviduat building component,not .. a teas system.Before use,the bulking designer must verily the applicat lily of design rxxameter$and properly Inc.or orate 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 possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. g. fabrication,storage,delivery,erection and bracing of Busses and truss systems,seeANSI/lPtl Quality Criteria.DSB-89 and BCSI Building Component Safety Information available from truss Plate Institute,218 N.tee Street.Suite 312,Nexandrla,VA 22314. Tampa.FL 33610 Job ITruss Truss Type Oty Ply T8087015 i 9041TO 1718 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:08 2016 Page 1 ID:WccG8uC_ppF7oCIwtW 7En4ztW r7-IaSCaCg4nt dzJR4yy16H7p57ds2IhOCM8pnsNIzJW u1 7.0-3 14-0-0 , 15-9-0 I 22-8-13 29.9.0 7-0-3 6-11-13 ' 1.9-0 6-11-13 7-0-3 4x5= Scale=1:53.3 4x5= 3 4 6.00 12 19 3x4 3x4 2 a n 2 18 21 1 ..6 '• I i _id n 'w] for u IR b- 11 10 9 8 7 2x4 I, 3x6= 2x4 H 4x5= 4x5= 4x10 Ii 4x10 I 3x4= 3x4= 7-0-3 14-0-0 15-9-0 , 22-8-13 29-9-0 l 7-0-3 ' 6-11-13 I 1-9-0 ' 6-11-13 I 7-0-3 Plate Offsets(X,Y)-- [1:0-0-0,0-1-7),11:0-3-5,Edgel,16:0-0-0,0-1-71,16:0-3-5,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Verl(LL) -0.14 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.35 7-8 >999 180 BCLL 0.0 • . Rep Stress Ind YES WB 0.80 Horz(TL) 0.10 6 n/a We BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 ; Installation guide. REACTIONS. (lb/size) 1=1190/0-5-8,6=1190/0-5-8 Max Horz 1=176(LC 11) Max Uplift 1=-312(LC 12),6=312(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2043/670,2.3=-1473/50,3-4=-1233/572,4-5=-1473/580,5-6=-2043/670 BOT CHORD 1-11=-518/1751,10-11=-518/1751,8-10=-260/1233,7-8=-508/1751,6-7=-508/1751 WEBS 2-11=0/267,2-10=-644/294,3-10=-128/380,4-8=-128/380,5-8=-644/294,5-7=0/267 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsl;h=25ft;B=451t;L=30ft;eave=oft;Cat. ,�� z� II;Exp 15-9-0,CInterior(1)19-101-15 to 29-9-0 zolne;C-C for members and oforces&MW FRS for nreact reactions shown;Lumber DOL=1(0l plate to ,`%%0"00�N V. Z ale grip DOL=1.60 ,% , • ........E l '• C" •, 3)Provide adequate drainage to prevent water ponding. ,� V\ " "., e 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No O 681 82 • 1. will fit between the bottom chord and any other members. *. : 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) _ / 1=312,6=312. r ./ 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O•�ft .• E O F : e '"s;�O N A�...,,o..,,,,,:.%�%' Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M(TEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. tin Design valid for use only with Mlk;lsr connectors.this design is based only upon rxraneters shown,and Is for an individual building component,not a truss system.Belore 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 aunt/or chord members only. Additional temporary 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 bracing of trusses and truss systems.seeANSI/lPt I Quality Criteria,055.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovo9able from Truss Plate insillde,218 N.lee Street,Suite 312.Alexa drkt,VA 22314. Tampa.FL 33610 — _ I Job Truss Truss Type Oty Ply T8087016 9041T0 T19 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:09 2016 Page 1 ID:W ccGBuC._ppF7oC1w1 W 7En4ztW r7-mmOaoYriYKlgwbf8W IdW g0eK7FOW Qx7VNTXQvkzj W u0 6-0-3 I 12-0-0 17-9-0 23-8-13 27-11-8 : 29-6-0 6-0-3 5-11-13 5-9-0 5-11-13 4-2-11 ' 1-6-8 Scale=1:51.7 4x5= 4x10= 3 19 20 21 4 la 6.00j12 18 2 �� 5 a ch 2x4 II th ch 17 `� 4x5= 6 7 1Ns$ 19 - 8 70 -- fly 4. 13 12 11 10 9v 8 4x5= 2x4 H 3x8- 3x6 4x10 H 6-0-3 12-0-0 17-9-0 23-8-13 29-6-0 1 6-0-3 5-11-13 I 5-9-0 i 5-11-13 5.9-3 Plate Offsets(X,Y)-- 11:0-3-5,Edgel,11:0-0-0,0-1-7L 14:0-7-0,0-2-01,18:0-1-12,0-1-8],19:0-1-12,0-1.81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP • TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.09 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(LL) -0.25 12-13 >999 180 BOLL 0.0 ' Rep Stress lncr YES WB 0.44 Horz(TL) 0.09 8 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:170 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 5-11-3(4-12); WEDGE MiTek recommends that Stabilizers and required cross bracing I Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1174/Mechanical,1=1174/0-5-8 Max Horz 1=140(LC 11) Max Uplift 8=-309(LC 12),1=-307(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2029/670,2-3=-1584/594,3-4=-1349/584,4-5=-1567/584,5-6=-1904/625 BOT CHORD 1-13=-568/1745,12-13=-568/1745,10-12=-353/1331,9-10=-521/1681,8-9=-420/1272 WEBS 2-12=-480/225,3-12=-61/387,4-10=-35/371,5-10=-426/191,6-9=-107/425, 6-8=-1634/561 NOTES- ,,,111111/!/,,�' 1)Unbalanced roof live loads have been considered for this design. �� U N �/ tj 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=451t;L=30ft;eave=oft;Cat. `�� P�........F�F�.,� II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 12-0-0,Exterior(2)12-0-0 to `� ,.,•'�G E N S+ . •� 20-9-0,Interior(1)20.9-0 to 27-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip : • \' F '•• 0.. DOL=1.60 No 68182 • 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. _ J 'k 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 �'0, r will fit between the bottom chord and any other members. i E O F• LU 7)Refer to girder(s)for truss to truss connections. - ,.,:#:,,• �� L 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .• 4 0 Q••• �� 8=309,1=307. i, . O f3 1 • �c,�� 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. , •;'� � ,1 ;/0NA�!l%' Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 1 mi Q WARNING-Leahy deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9111-7473 rev.1O/0332015 BEFORE USE. ■ Design valid for use oNy with MltelM connectors.this design Is txlse only ly upon parameters shown,and Is for an individual building component.not w a truss system.Before use,the trading designer must verity the applicability lity of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Miiek' Is always required for stability and to prevent collapse with possible personal Inlay y and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems seeANSI/WPtl Quaty Criteria,DS8-89 and BCSI Building Component 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 J Qty JPIY T8087017 9041T0 T20 I Roof Special 1 : 1 ! 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:10 2016 Page 1 ID:WccG8uC ppF7oCIwtW7En4ztWr7-Eyay?urKJeuhYlEK4S8IDEBRdfe09KCfc7GzRAz)Wu? 7-6-0 10-0-0 14-10-8 19-9-0 25-11-8 29-6-0 7-6-0 2-6-0 4-10-8 4.10.8 6.2.8 3-6.8 Scale=1:51.0 4x5= 4x5= 3x4= 3 17 18 4 19 5 6.00 TIF 2x4\\ s 162 20 4x5_ 2x4 II 6 7 r 15 a. 0 NCI rb 1 ry ii 10 22 9 8 3x8 MT2OHS- 3x8= 3x8= 4x5= 4x5= 4x10 11 10-0-0 19.9.0 I 25-11-8 29-6-0 l 10-0-0 I 9.9.0 6-2-8 3.6.8 Plate Offsets(X,Y)-- [1:0.3-5,Edge1,(1:0-0-0,0-1-71,[8:0-2-8,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. ! DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.24 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.60 8-9 >585 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Ina YES WB 0.64 Horz(TL) 0.10 8 n/a rile BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:152 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be Installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS. (lb/size) 8=1174/Mechanical,1=1174/0-5-8 Max Horz 1=104(LC 11) Max Uplift 8=-311(LC 12),1=-305(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1945/669,2-3=-1722/651,3.4.1499/600,4-5.1487/598,5-6=-1732/589 BOT CHORD 1-11=-602/1657,9-11=-546/1634,8-9=-593/1586 WEBS 2-11=-319/237,3-11=-196/603,4-11=-295/133,4-9=-325/150,5-9=-56/456, 6-8=-1837/724 NOTES- 1)Unbalanced roof live loads have been considered for this design. 1,‘ 4. 2)It;Exp C;Encl.,lGCpi�l0.18;MWFRS(directiobnal)and C-C Exterior(2)0-0 0 Po 3-0-0,lnteliop(1)3-0-0 tto 10-0-0,Exterior(2)ao-o to %%•0151 .N V F4 ,�0i 22-9-0,Interior(1)22-9-0 to 25-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip 4• , .• GE G E N S• c '. DOL=1.60 \- •.•• • 3)Provide adequate drainage to prevent water ponding. N O 681 82 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *: ' 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide = / t * . will fit between the bottom chord and any other members,with BCDL=10.Opsf. "fl!/ ' •:Cr: 7)Refer to girder(s)for truss to truss connections. '. • .'/:l' . E O F 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joInt(s)except(jt=lb) • 0 P..** 4/` 8=311,1=305. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,,• 'if- •0 R +•�•�C • "/ ,/0NA,E`�s. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mi1-7473 rev.10103,2015 BEFORE USE. Design valid for use only with MlToks connectors.This design Is based only upon parameters shown,and Is for an Individual building component.nol a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing 1 MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WPI1 Qudiy Criteria,DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information available from Buss Plate Institute.218 N.Lee Street,Suite 317,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply I T8087018 904110 721 Roof Special 1 1 Job Reference(optional) Building Component Supply. Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:11 2016 Page 1 ID:WccG8uC_ppF7oCIwtW 7En4ztW r7-i97KCEsy4y0YAvpXeAf_IRjeU30Nunb0gfbwzdzlWu_ I 7-9-12 I 9-9-12 11-7-8 I 16-6-8 21-9.0 23-11-8 29-6-0 7-9-12 2-0-0 1-9-12 4-11-0 5-2-8 2-2-8 5-6-8 Scale=1:51.9 4x5= 3 2x4 I I 4x5= 2x4\\ 4'— 6.00 12 � 4 5 2 r 4x5= 3x6= 18 19 8 1'20 21 7 8 22 23 - 17 o a Y co 1 O LFI '� 13 12 11 10 9 3x8= 3x6 3x8= 4x10= 3x5 II 4x5= 4x10 II 9-9-12 I 16-6-8 21-9-0 I 23-11-8 29-6-0 I 9-9-12 6.8-12 5-2-8 2-2-8 5-6-8 Plate Offsets(X,Y)-- [1:0-3-5,Edgel,11:0-0-0,0-1-71 16:0-2-8,0-1-8],18:0-2-12,0-1-81,[9:0-2-12,0-1.8] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.18 13-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.50 13-16 >703 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.70 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:161 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4.9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1174/Mechanical,1=1174/0-5-8 Max Horz 1=119(LC 12) Max Uplift 9=-315(LC 12),1=-301(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1937/655,2-3=-1747/665,3-4=-1698/645,4-5=-2019/741,5-6=-2019/741, 6-7=-1880/660,7-8=-1608/538,8-9=-1129/433 BOT CHORD 1-13=-625/1647,11-13=-678/1922,10-11.540/1534 WEBS 2-13=-372/262,3-13=-568/1472,4-13=-1089/454,5.11=-351/214,6-11=-203/629, 6-10=-57/271,7-10=-1051/443,8-10=-612/1846 NOTES- ,,/�1111111/11i' 1)Unbalanced roof live loads have been considered for this design. s�� U I N V/ le 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft B=45fh L=3011;eave=4ft;Cat. mss',,P ...... .. �4 .1.j 23-11-8,Interior)23-011'8 to 9-4-4 zon e;C-C for members and forces&MW FRS fornreacct reactions shown;Lumber DOL 1(0 plate to :`�• , V\G E N 5 ' .•• ',1= grip DOL=1.60 No 68182 ' 3)Provide adequate drainage to prevent water ponding. air .* * 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide / I * will fit between the bottom chord and any other members. :-13/0* ' 6)Refer to girder(s)for truss to truss connections. It. • E O F 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=lb) Q / Q • <(/; 9=315,1=301. • 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i�• • �, ��,s ,,t,�0 N A,�%.••■ Joaquin Velez PE No.68182 Wok USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNWG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03P1015 BEFORE USE. I 11111 Design valid for use only with Milekt5 connectors.1Ms design B based only upon parameters shown.cord Is for an individual trridirsg component.not a truss system.Before use,the building designer must verily the applicability of design rxrarnelers and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Miiek' k always required(or stability and to prevent collapse with possible personal tray and property damage. For general guidance regarding the fabrication,storage.deeNery,erection and bracing of tr sses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.lee Street.Suite 312,Nexa ndrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T8087019 9041T0 123 Root Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:13 2016 Page 1 ID:WccG8uCppF7oCIwtW7En4ztW r7-eXF5dwuDbZGGPCrvIbiSgsox?tf6Mee515Vd1 VzjWty 4-11.5 I 9-9-12 13-7-8 19.8.4 24.5-6 I 29.6-0 4-11-5 4-10-7 3-9.12 6-0-12 4-9.2 5-0-10 Scale=1:52.6 6x6= 3 �i NAILED 6.00 12 � 5x6= 3x4= 4x5- 4x6= 3x4� l i q 5 NAILED 6 NAILED NAILED 7 iY�rlr O�tlr y 2 �: 18 20 21 22 i . � Y n n I<A di i _ C �— Ili ill nn " nn nn e • ,: 13 12 11 t0 23 24 9 25 8 2x4 I 3x4= 7x14 MT2OHS= 6x6= NAILED 6x6= 3x8 MT2OHS I I 8x6 I I THD26 NAILED NAILED NAILED 4.11-5 9-9-12 13-7-8 19-8-4 24-5-6 29-6-0 4-11-5 4-10-7 3-9-12 i 6-0-12 [ 4-9-2 5-0-10 Plate Offsets(X,Y)-- Trr[1:0-2-8,0.0-111,[3:0-3-4,Edgel,[4:0-2-0,0-2-121,[6:0-2 4,0.2-01,[7:0-2-4,0-1-81,[9:0-2-12,0-3-01,[10:0-2-12,0-4-41,[11:0-6-12,0-3-41 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.30 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 1 Vert(TL) -0.69 10-11 >511 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(TL) 0.12 8 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:175 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-3-10 oc purlins, 4-7:2x4 SP SS except end verticals. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-3 oc bracing. 8-11:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except' be installed during truss erection,in accordance with Stabilizer 3-11,7-9:2x4 SP No.2 Installation guide. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=2380/Mechanical,1=1606/0-5-8 Max Horz 1=124(LC 8) Max Uplift 8=-707(LC 8),1=443(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=2870/811,2-3=-2667/804,3-4=-5183/1581,4-5=-4382/1299,5-6=-5037/1519, 6-7=-3186/951,7-8=-2275(733 BOT CHORD 1-13=-781/2494,12-13=-781/2494,11-12=-679/2324,10-11=-1520/5038,9-10=-951/3186 WEBS 2-12=-336/213,3-12=-55/307,3-11=-1118/3682,4-11=-2545/837,5-11=-876/518, ,`,�1/11111///I 5-10=-472/474,6-10=-687/2237,6-9=-1808/728,7-9=-1118/3758 ,��•01 GU I N VF,'i NOTES- .� , ••GEMS 1,•�• 1)Unbalanced roof live loads have been considered for this design. �� •'�\,,\ F•••, •i• 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. 0. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 NO 681 82 • 3)Provide adequate drainage to prevent water ponding. Z *•7. • 4)All plates are MT20 plates unless otherwise indicated. •• /• 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -.7•13� r i :jr Z 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 . ♦ i' , E F : z will fit between the bottom chord and any other members. . Q ,• 4(/ 7)Refer to girder(s)for truss to truss connections. ' I v.-...* . , 8)Provide metal plate or equivalent at bearing(s)8 to support reaction shown. ,�••''. . 0 R k v•`••r;?� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except([t=1b) �• ... ........�\ s 8=707,1=443. 11 ' Q N AL. Ott�, 10)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. //11111111 11)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 19-8-4 from the left end to connect truss(es) Joaquin Velez PE No.68182 to front face of bottom chord. MfTek USA,Inc.FL Cert 6634 12)Fill all nail holes where hanger is in contact with lumber. 6904 Parke East Blvd.Tampa FL 33610 13)"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. Date: 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). February 22,2016 ■ o WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mfl-7473 rev.10/03/2015 BEFORE USE NI. Design valid for use only with Miiok3 connectors.this design Is based only upon ixaarrreters shown,and is for<at individual building component not a taus system.Before use.the toning designer must verify the<ipplicablity of design parameters and properly incorporate this design into the overall 1 buNding design. Bracing indicated Is to prevent buckling of individual ta temporary web and/or chord members only.Additional tempy and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regardng the 6904 Parke Eest Blvd. kirk:ation.storage,delivery,erection and tracing of trusses and taus systems,seeANSi/1PI1 Quality Criteria.DSB-89 and BCSI Bulling Component Tampa.04 P Parke East Safety information available from Titus Plate Institute.218 N.lee Street State 312,Alexandria,VA 22314. !Job Truss Truss Type Qty Ply T8087019 9041 TO T23 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:13 2016 Page 2 ID:WccG8uC_ppF7oCiwt W 7En4ztW r7-eXF5dwuDbZGGPCzvlbiSgsox?tf6Mee515Vd t VzjWty LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,4-7=-60,8-14=-20 • Concentrated Loads(lb) Vert:10=-1009(F)18=-97(F)19=-97(F)21=-97(F)22=-97(F)23=-60(F)24=-60(F)25=-60(F)26=-60(F) • pat _ r, 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M►TEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Miteky:connectors.This design Is based only upon parameters shown.and Is for an individual t uitdir>E1 cormrxxont.not a truss system.Before use,the building designer must verity the aril ilica,iity 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. AddBonal temporary and permanent bracing MiTek is always requked for stability and to prevent collapse with possbe personal kaltay and property damage. For general guidance regrading the fatideatko,storage,delivery,erection and bracing of kisses out truss systems,seeANSVTPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 4 Job 'Truss Truss Type Qty IPly 18087020. 904110 T24 Roof Special 1 1 i I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 6.000 S Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:14 2016 Page 1 ID:WccG8uC_ppF7oCIwtW 7En4ztW r7.6kpTrFvrMt071 MY6JI DhN4L9kG0u5BhE W IEAZyzj W a 7-9-12 9-9-12 15-7-8 19-7-8 1 7-9-12 2-0-0 I 5-9-12 4-0-0 Scale=1:36.4 4x5= 3 2x4 \\ Cr! 6.00 FIF 2 13 ll14 4x5= 2x4 II 4 5 12 n 15 aj Y r N 1 E' 8 7 6 3x8 II 3x8 3x6_ 3x4 9-9.12 19-7.8 9-9-12 9-9-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge),16:0-1-12.0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.19 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.48 6-8 >486 180 BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing • Left:2x4 SP No.3 ' be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=779/Mechanical,1=779/0-5-8 Max Horz 1=96(LC 11) Max Uplift 6=-210(LC 12),1=-199(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1133/385,2-3=-942/395,3.4=-954/326 BOT CHORD 1-8=-335/935,6-8=-403/1033 WEBS 2-8=-382/258,3-8=-210/632,4-8=-289/206,4-6=-1157/481 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)II;Exp C;Encl.,lGCpi=0.18;MWFRS(directional)onal)and C-C Exterior(2)0-0-0 to 3-0-0,ante orr(1)3-0-0 nto 9-12,Exteriorr((2)9-9-12 to N�``,,'U N'v' t. 12-9-12,Interior(1)15.7-8 to 19-5-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ��• OPQ........��`��i� grip DOL=1.60 :� •..\G E N S�••� -�i 3)Provide adequate drainage to prevent water pending. • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : No 68182 ' 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle • 3.6-0 tall by 2-0-0 wide * •' will fit between the bottom chord and any other members. / 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) :-C�/ I i 6=210,1=199. i $ 'r• • E OF �� 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - 0' . .,0,''9.. , ,00‘la Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev-1e83/201S BEFORE USE.MII r Design valid for use only with eles connectors.IN B s design based only upon paxarneters shown,and is for an Indlvldud building component,not . I a truss system.Before use.the budding designer must verify the applicability of design parameters and properly hcorparate this design Into the overall Mil I bailing design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addlion ai temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal kaksy and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrIcatkn,storage,delivery,erection and bracing of tnrsses and Muss systems,seeANSt/TPI1 Quality Criteria,DSB-89 and SCSI Building Component Tampa.04 Parke 33610 Safely Information available from truss Plate Institute,21814.Lee Street.Suite 312,Nexarxlrla.VA 22314. _ Job Truss Truss Type Qty Ply 78087021 9041T0 T25 Root Special 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:14 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-6kpTrFVrMt071 MY6J IDhN4L3ZGOt5CoE W I EAZyzj W tx 7-9-12 9-9-12 17.7.8 1 19-7-8 1 7-9-12 4 2-0-0 7-9.12 2-0-0 Scale=1:36.4 4x5= 3 2x4 \\ 6.00 12 2 14 13 'vs 4x5= 2x4 II 12 4 5 wiiMINMre lis n1 r` .- r ',g -- -10 1 --. 1 .11111 1111111111111 hill". . lia1 7 B 6 3x8 I i 4x10= 3x6_ 3x5= 9-9-12 19-7-8 I 9-9-12 9.9.12 Plate Offsets(X,Y)-- [1:0-3-8,Edge),J4:0-2-4.0-2-411,16:0-2-4.0-1-81 LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (lob) 1/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.97 Vert(LL) -0.20 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.49 6-8 >476 180 BCLL 0.0 • Rep Stress lncr YES WB 0.41 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:92 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 2-2-0 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing WEDGE , be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 6=779/Mechanical,1=779/0-5-8 Max Horz 1=105(LC 11) Max Uplift 6=-206(LC 12),1=-203(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1133/389,2-3=-947/402,3-4=-996/323 BOT CHORD 1-8=-295/935,6-8=-425/1076 WEBS 2-8=-366/230,3-8=-154/569,4-8=-330/245,4-6=-1265/581 • NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. `1011111111,/,, 12 9-12,Interiior(1)117-77-8 to 19-5-12(directional)and C-C Exterior(2) for members and forces&MW RS for reactions shown;Lumber DOL 1`6 pate to `%•OPQU N V��j,' grip DOL=1.60 �� , .••\G E•N S.• • 3)Provide adequate drainage to prevent water ponding. Z V F.••. 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 Z, • No 68182• will fit between the bottom chord and any other members. * : ' 6)Refer to girder(s)for truss to truss connections. ' * 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) =.- •' 'it :CC • 6=206,1=203. ' , E OF .'1 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i O• � Q./ •_ lit /O N AL E 0%. • Itilill Joaquin Velez PE No.68182 MITek USA,Inc.FL CBR 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 r 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1b7473 rw.10/03/2015 BEFORE USE. I � Design valid for use only with MllekS conneckrs.This desirxr Is based only urx,n parameters shown-and is for can individual bolding corerxxneni.not a truss system.Before use,the buffing designer must verlfy the appxk:ablty of design parameters and properly hco0.orate this design into the overall MiTek' 1 building design. Brachg indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing Is always required for stability and to prevent collapse wth possible personal Injury and property damage. tit general guidance regarding the fa rk:atk,rs storage,delivery,erection and trading of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. 1 Safely Information avdkable from loss Plate institute.:218 N.lee Street,Suite 312.Alexandria.VA 2'2314. 1 Tampa.FL 33610 Job Truss riTuss Type Oty Ply T8087022 9041 TO T26 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:16 2016 Page 1 ID:WccG8uC_ppF7oCIwtW7En4ztWr7-36xDGxw5uUegGghUQjF9SVQeN4wgZBuX-3jHegzjWtv 9-9-12 19-7-8 9-9-12 9.9-12 Scale=1:34.0 4x5= 8 7 r, 9 P 6.00 12 30 6 r 10 31 5 el Is 11 Y 12 :14. 4 r le 13 3 Y 14 2 al I iJ r 15 1 O L '0 U 0 0 0 _ IC {�} 9i 4 ■3x4 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x6= 19-7-8 I i 19-7-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud j PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 15 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 19-7-8. (Ib)- Max Horz 1=-113(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,24,25,26,27,28,29,22,20,19,18,17,16 Max Gray All reactions 250 lb or less at joint(s)1,15,23,24,25,26,27,28,29,22,20,19,18,17,16 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-2-7 to 3-1-12,Exterior(2)3-1-12 to 9-9-12,Comer(3)9-9-12 to 12-9-12 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 4)All plates are 2x4 MT20 unless otherwise uindicattedd building designer as per ANSI/TPI 1. `,`0 .“111111//i, 4,, 5)Gable requires continuous bottom chord bearing. �� OP, Z % ei 6)Gable studs spaced at 1-4-0 oc. �• ' •••�c E Ns••. •'' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• • \e\ ••• 0• 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 68182 • will tit between the bottom chord and any other members. = *:� ' ; 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,24,25,26,27, • 28,29,22,20,19,18,17,16. 1 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -'17' , I :CC. � u r. O •<v-4! ,v,-... . . .z. `,,,,O N Pt--,00 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 is, r 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.Iee3e015 BEFORE USE. I Design valid for use only with Mltelrt connectors.This design Is based only upon parameters shown,and Is t r an Individual building component,not a truss system.Before use,the balking designer must verify the applicability of design parameters and i xopxrly incorporate this design into the overall balking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mired( Is always recREed for stablliy 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/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 ---- --- Job Truss Truss Type jOty Ply T8087023 9041T0 T27 Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:17 2016 Page 1 I D:W ccG8uC_ppF7oClwtW 7En4ztW r7-XJVbTHxjfomhugGg._OmO?izn 1 U4MIXvhDjTrAGzj W to 3-0-0 6-0-0 3-0-0 I 3-0-0 Scale=1:20.8 3 2x4 I E 6.00 12 3x4 • 2 . 110111S 1 ■-1-. 1/111111 0. 11111111111111' 9 5 10 4 I� JUS24 3x5 II JUS24 354= 3x5 I 3-0-0 6-0-0 3-0-0 3-0-0 Plate Offsets(X,Y)-- [1:0-2-8,0-0-7),[2:0-1.8,0-1-8),(4:0-1-12.0-1-81,[5:0-3.0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (IOC) Udell Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 I Vert(TL) -0.06 4-5 >999 180 BCLL 0.0 • Rep Stress Ina NO WB 0.45 i Horz(TL) 0.01 4 Na Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=958/0-5-8,4=1029/Mechanical Max Horz 1=120(LC 8) Max Uplift 1=-233(LC 8),4.326(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1369/334 BOT CHORD 1-5.381/1197,4-5=-381/1197 WEBS 2-5=-300/1184,2-4=-1414/451 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25f1;B=45th L=24ft;eave=4ft;Cat. II;Exp C;End.,2)This truss has been pd signed for a 0.0ipsftibottom chord live load nonconcurrentt with any other live loads. ,S O%,QU IJ N,1,/ 'ee, 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 ,N OP• <F e will fit between the bottom chord and any other members. �� ' " G E N d••.•'c -"� 4)Refer to girder(s)for truss to truss connections. � ••••Ni 0..• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=233,4=326. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. *:• • No 68182 •* 7)Use USP JUS24(With 10d nails Into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the = left end to 4-0-12 to connect truss(es)to back face of bottom chord. 7."v;/ ' :C' 8)Fill all nail holes where hanger is in contact with lumber. i • E OF : � 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). - Q• �" 4/` LOAD CASE(S) Standard ,,#,.•,� r•• 0 R 1°•••� �Z 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 , �'/ � �• Uniform Loads(pli) I ��I, A;',,�� Vert:1-3=-60,4.6.20 N Concentrated Loads(Ib) Joaquin Velez PE No.68182 Vert:9=-759(B)10=-759(B) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10103/2015 BEFORE USE. '. Design veld for use only with MITekS)connectors-INs design k based only upon parameters shown.and Is tel al kWMdual txuYcllrug component.not ., a truss system.Before use,the building designer must verily tile app llcabklty of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always rec.dyed for stability and to prevent collapse with possible personal inks),a d property damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,se0ANSUIPI I Quality Criteria,DSB-89 and SCSI BulldIng Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street Suite 312.Nexarldo.VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty 1Ply T8087024 I i 9041 TO T28 Common Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:18 2016 Page 1 ID:WccG8uC_ppF7oCIwtW 7En4ztW r7-?V3_gdyLQ5uYVzrtY8HdXW W Idu0D1 xygRNCOijzjW tt 6-11-8 13.11.0 I 6-11-8 6-11-8 Scale=1:26.5 4x5 2 6.00 12 iiiiiimillillii V 1 1 3 . 6 MMILIN 1 1 II/ !:ir 5 4 12 13 p��IIM ■ ' 3x6// 3x6 11 THD26 THD26 6x6= THD26 THD26 6x6= 6-0-12 7-10-4 13-11-0 I l 6-0-12 l 1-9-8 6-0-12 Plate Offsets(X,Y)-- It:0-0-0,0-2-11,)2:0-2-8,0.1-41,13:0-0-0,0-2-11,(4:0-4.8,0-1-8),_15:0-4-8,0-1-81 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.09 4-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.21 4-11 >798 180 • BCLL 0.0 ' Rep Stress Incr NO WB 0.66 Horz(TL) 0.02 3 n/a n/a i BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=2871/0-5-8,3=4066/0-5-8 Max Horz 1=-82(LC 6) Max Uplift 1=-826(LC 8),3=-i 149(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-5407/1575,2-3=-5949/1712 BOT CHORD 1-5=-1315/4746,4-5=-1213/4395,3-4=-1441/5244 WEBS 2-4=-905/3441,2-5=-405/1461 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 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 001111111//ii 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 ,`% v)N V �I�� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,�%O&O, 'zF ee 3)Unbalanced roof live loads have been considered for this design. *� , G E N 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=2511;B=45ft;L=24th eave=41t;Cat. � .••\,• SF•••• °0 II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 N O 681 82 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. — / / 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ..-t�/ r : - 1=826,3=1149. • E OF : LU Z 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i (v; 9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 6-0-12 from i� V''.... the left end to 12.0-12 to connect truss(es)to back face of bottom chord. ••: . • O R1°-•,,x.'� ,NN 10) Fill all nail holes where hanger is in contact with lumber. 'I1 �\ `•N LOAD CASE(S) Standard /'411"1111"1111111W' ',' 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Joaquin Velez PE No.68182 Uniform Loads(plf) MITek USA,Inc.FL Cert 6634 Vert:1-2=-60,2-3=-60,6-9=-20 6904 Parke East Blvd.Tampa FL 33610 Concentrated Loads(lb) Date: Vert:4=-1154(B)5=-2360(B)12=-1154(B)13=-1154(B) February 22,2016 ■ 0 WARNING-Verify design pararnefere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.1010312015 BEFORE USE. Design valid for use only wilts MifekS)connectors.lids design Is based only upon rxxorneters shown,and Is for an Individual building component.not i N a truss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall bulding design. Bracing indicated Is to prevent buckling or 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 guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems seeANSI/TPI l Quality Criteria,OSB-89 and(SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rate institute,218 N.lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty 1 Ply T8087025 9041TO T29 Common 2 i 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:19 2016 Page t I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-ThcMuzyzBP0P77Q36rps4721 yHgMmXdzg 1 yxF9zjW is 6-11-8 13-11-0 6-11-8 6-11-8 Scale=1:26.5 4x5= 2 , 6.00 Fri 13 12 14 11 • 3 Y I led A ''1 n II se lc: =. oar 4 MI 3x8 I 2x4 I 3x8 l I 6-11-8 13-11-0 I 6-11-8 , 6-11-8 Plate Offsets(X,Y)-- (1:0-3-8,Edge),l3:0-3-8,Edge) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Lid PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.07 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.15 4-7 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.12 Horz(TL) 0.02 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Lett:2x4 SP No.3,Right:2x4 SP No.3 , Installation guide. REACTIONS. (lb/size) 1=557/0-5-8,3=557/0-5-8 Max Horz 1=82(LC 11) Max Uplift 1=-146(LC 12),3=-146(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-746/303,2-3=-746/303 BOT CHORD 1-4=-154/593,3-4=-154/593 WEBS 2-4=0/306 NOTES- 1)Unbalanced root 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=5.0ps1;h=25ft;B=451t;L=24ft;eave=4tt;Cat. ,,.‘111111//i, II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-8,Exterior(2)6-11-8 to ,,�� VIN V 4 9-11.8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �OPQ i. , �j�, 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �%•, ' - E N 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 ;. .•�\,\ d.•F••.. 10 will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • No 68182 1=146,3=146. r. *i * =IP 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / � • '! . • E OF '41 ` . t∎I��O N Av.� E OS- Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 4 i 1 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mifeke connectors.This design B based only upon parameters shown.and Is for an individual building ing cornprrrent.not a truss system.Before use,tho brdkdng designer must verily tine applicabliy of design parameters and properly Incorporate this design into the overall building design. tracing 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.seeANSt/TPI1 Quality Criteria.OSB-89 and BCSI BuBding Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria-VA 22314. j Tampa.FL 33610 Job 'Truss Truss Type Qty Ply T80870261 9041T0 T30 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:20 2016 Page 1 I D:WccG8uC_ppF7oCIwtW 7En4ztW r7-xtAk5Jzcyj8GIH?FIZKSdLbJYhHi U?v7vhhVnbzj W 1r 6.11.8 13-11-0 l I 6.11.8 l 6-11-8 Scale:112•=1' 4x5= 6 • 7 6.00 12 5 21 r r B 4 22 ` 9 • • 3 dal I( 10 2 A 11 3x4 i 20 19 18 17 16 15 14 13 12 3x4 13-11-0 I !13-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 BOLL 0.0 • Rep Stress!nor YES WB 0.05 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 1 (Matrix) Weight:65 lb FT=20% LUMBER- I BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-11-0. (lb)- Max Horz 1=-79(LC 10) Max Uplift All uplift 100 lb or less at joint(s)17,18,19,20,15,14,13,12 Max Gray All reactions 250 lb or less at joint(s)1,11,16,17,18,19,20,15,14,13,12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsh h=251t;B=45ft;L=2411;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0.2-7 to 2-11-8,Exterior(2)2-11-8 to 6-11-8,Comer(3)6-11-8 to 9-11-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. ,010111111i"�,' 4)All plates are 2x4 MT20 unless otherwise indicated. ,,�� PQV N V'. I� 5)Gable requires continuous bottom chord bearing. �i 6)Gable studs spaced at 1-4-0 oc. �� ,O••\G E N d'. 'r ,', 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : V F•.•. 0, 8)'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. g y N 0 68182 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,18,19,20,15, : *:• ' * 14,13,12. — 10)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. :'O/ r :'C r. • E OF 4 . •,�•:'r' . OR10Pc / /'i,',ONA;�,`,- Joaquin Velez PE No,68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 I I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITek1)connectors.this design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before tee,the balding designer must verily the applicability of design parameters and properly incorporate this design Into the overall bxldhng design. Bracing Indicated is to prevent buckling of irxiMdual truss web and/of chord members only.Additlanal temporary and permanent tracing i MiTek' Is always required for stability and to prevent collapse with possible personal Inlury and properly damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing o1 trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available horn Truss Plato institute.218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 5, Job Truss Truss Type City Ply T8087027 9041 TO T31 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:21 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-P4k6Jf_Ej0G7MRaSDGrK9Y8RV5U BDSJG8LR2J2zj W tq 1-6-4 5.0.0 1-6-4 I 3-5-12 Special Scale=1:9.6 2 9 NAILED 3 6.00[112 4x5= 1 IX i 10 4 5 Special till 2x4 II NAILED 3x6 11 I 1-6-4 5-0-0 1-6-4 3-5-12 Plate Offsets(X,Y)-- [1:0-2-12.0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.07 4-5 >828 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.14 4-5 >433 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.04 Horz(TL) 0.08 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing i WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=102/Mechanical,4=108/Mechanical,1=212/0-5-8 Max Horz 1=32(LC 8) Max Uplift 3=74(LC 4),4=-26(LC 5),1.70(LC 5) Max Gray 3=102(LC 1),4=117(LC 3),1=212(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsl;h=25tt;B=45tt;L=241t;eave=4l1;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 111111111 j4 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�01 'N �I� 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 ��`,OPav V tj,' will fit between the bottom chord and any other members. `�� , .••�G E N s ∎� 6)Refer to girder(s)for truss to truss connections. \, F•'•• i� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 68182 9)"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. *•• * 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)79 lb down and 78 lb up at = • '/ 1-6-4 on top chord,and 19 lb down and 29 lb up at 1-8-6 on bottom chord. The desigrVselection of such connection device(s)is --0 f :CC the responsibility of others. • • E O F :11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i 0*It u 'i-„.• LOAD CASE(S) Standard -..,-,:if • 0 R k •'\0\?' 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 '/� • •• •�\ `�� Uniform Loads(plf) ��I j"///1111%11-N A �� Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Joaquin Velez PE No.68182 Vert:5=-19(B)10=-8(B) Wok USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 t o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MI loicP connectors.This design is based only uv n p(Marneters shown.and Is tor an individual building component,not a truss system.Before use,the building designer must verify the c p1IcabIIty of design parameters and properly incorporate this design Into the overall I� buMI ilding 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 nas),and property damage. for general guidance regarding the Parke East Blvd,fabrication,storage,deiNery,erection and tracing of trusses and truss systems,seeANSI/IPI I Quality Crneda,DSB-89 and BCSI Building Component Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Atexarndda,VA 22314. i Tampa.FL 33610 - Job Truss Truss Type Qty Ply T8087028 9041T0 T32 Half Hip Girder 1 1 l Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:22 2016 Page 1 ID:WccG8uC_ppF7oCiwt W 7En4ztW r7-tGIU W_?sUKO_b9en_MZimgZ6VrhyvAQM?AcrUzj W tp 2-0-0 6-10-0 2-0-0 4-10-0 Scale=1:12.9 3x6= NAILED NAILED 6.00 12 2 8 9 3 • II _ - ^ 1 1 , n - n rl ii\ i0 11 ,2 a NAILED NAILED 5x6= 2-0-0 6-10-0 2-0-0 4-10-0 Plate Offsets(X,Y)-- (2:0-3-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. F DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.22 4-7 >363 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.43 4-7 >191 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.33 3 r1/a Na BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) I Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE : MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=147/Mechanical,4=155/Mechanical,1=291/0-5-8 Max Horz 1=42(LC 8) Max Uplift 3=-104(LC 4),4=-38(LC 5),1=-97(LC 5) Max Gray 3=147(LC 1),4=165(LC 3),1=291(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Ops1;BCDL=5.Opsf;h=2511;B=45ft;L=2411;eave=411;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This 5)'This rtruss has been designed for a 10.0 e load of 0.Ops1 on the bottom chord in all areas where air rectangle a 3-6.0 fall by 2-0-0 wide Ns∎StIQU I N'1/ . tie will fit between the bottom chord and any other members. •1 QP• Z �j 6)Refer to girder(s)for truss to truss connections. S• 'S .••\G E N S•• � ,- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,1 except(jt=lb) : •• V F•••• ••3=104. No 68182 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)"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. .. * . 10 )Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 lb down and 103 lb up at _ / 2-0-0 on top chord,and 28 lb down and 32 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is :-o r :CC Z" the responsibility of others. i • E OF : Z 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0 O• .�• 4/ LOAD CASE(S) Standard , . . •O R 1•.•••Q �� 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 tit;,r O N A1- Ns Uniform Loads(pit) J ,, Vert:1-2=-60,2-3=-60,4-5=-20 (' //l l 1 l l 1 Concentrated Loads(lb) Joaquin Velez PE No.68182 Vert:9=-4(B)10=-23(B)11=-10(B)12=-15(B) MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 ■ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. Et Design valid for use only with Milek.S:connectors.!Ns design Is based only urxm parameters shown,and Is for an Individual building c<xnpwrent.not a truss system.Before use,the building designer must verily the applicability of dosign parameters and property incorporate MB design Into the overall barling 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 stabimy and to prevent collapse with possible personal Inlay and property damage. f or general guidance regarding the fabrication.storage,delNery,erection and bracing 01 trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from muss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 18087029 9041T0 T33 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:23 2016 Page 1 I D:WccG8uC-ppF7oCIwtW 7En4ztW r7-MSstkKOUFeWrclkgLhtoEzDpHvJHhLkZbfw9Owzj W to 13.1.8 26-3-0 I 13-1-8 13-1-8 4x5= Scale=1:57.6 11 A 1 10 2 9 13 8.00x12 8 ,4 7 15 6 16 .. 5 17 4 18 3 19 2 20 '- E �. 2, 3x4-2 41 40 39 38 37 36 35 34 33 3231 30 29 28 27 26 25 24 23 22 3x4-: 5x8 i 5x6= 5x8* I 26-3-0 26-3-0 Plate Offsets(X,Y)-- 122:0-2-3,0-6-51,132:0-3-0,0-0-41,141:0-2-14,0-4-6) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 21 Na Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:204 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 WEBS 1 Row at midpt 11-31 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. All bearings 25-9-8. (Ib)- Max Horz 1=-247(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,21,33,34,35,36,37,38,39, 40,41,30,29,28,27,26,25,24,23,22 Max Gray All reactions 250 lb or less at joint(s)1,21,31,33,34,35,36,37,38, 39,40,41,30,29,28,27,26,25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-11=-234/270,11-12=-234/270 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,1111111111/1, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsl;BCDL=5.Opsf;h=25ff;B=451t;L=26ft;eave=2ft;Cat. ``�� QUIN VF �i�� II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-13 to 3-1-13,Exterior(2)3-1-13 to 13-1.8,Corner(3)13-1-8 ,� or 4 e to 16-1-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� , ••.%c E N S•• ,� 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 . \. F•••• �• Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise Indicated. = N O 681 82 5)Gable studs spaced at 1-4-0 oc. *:• ' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / / 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ='fl% r :CC r. will fit between the bottom chord and any other members. •r • E OF : 4/ 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,21,33,34,35, " 0' . - (C/; 36,37,38,39,40,41,30,29,28,27,26,25,24,23,22. �i .:4� eN P•• . 9)N/A o� O R 1. �? s 10)"Semi-rigid pitchbreaks including heels°Member end fixity model was used in the analysis and design of this truss. it/•11Q N A1-��1``, '11111111111111 Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 MIMI 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1010312016 BEFORE USE. Design valid for use only with Mllekrr connectors.this design is based only upon parameters shown,and is for an individual twlding component,net a truss system.Before use,the building designer must verify the applicability of design parameters and pxo6 etty Incorporate this doskln Into the overall buldIng design. Bracklg indicated is to prevent buckling of individual truss web and/or chord members only. Additlonol temporary and permanent tracing MiTek is dways required for stability and to prevent collapse with possible personal injury and property dor nage. For general guidance regarding the fabrication,storage,delivery,erection and bracllg of trsses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satiety IMormalon avdiabie ham truss Plate institute,218 N.lee Street,Suite 312,Alexandria-VA 22314. Tampa.FL 33610 Job 1 Truss Truss Type �Qty .Ply T8087030 9041 TO T34 Common 4 I 1 IJob Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:25 2016 Page 1 ID:WccG8uC_ppF7oCIwtW 7En4ztW r7-Ir_d801 knFmZr2tDS6wGKO13HipN9Ajs2zPGSpzj Wtm 6-8-8 13-1-8 1 19-6-8 26-3-0 6-8-8 6-5-0 6-5-0 6-8-8 4x5= Scale=1:57.3 8.00 5 3x6 • 3x6 4 6 4. 2x4 \\ 2x4// 3 7 AIL Alkitik.3x4 3x4-�2 `8 11 ► 12 23 11 2410 -' 3x8 3x4= 3x6= 3x4= 3x8 II 8-10-3 17-4-13 26-3-0 8-10-3 8-6-11 8-10-3 i Plate Offsets(X,Y)-- (1:0-3-9,Edge],]5:0-2-8,0-1-12],]9:0-3-9,Edge] LOADING(psf) 1 SPACING- 2-0-0 CSI. ! DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I i 0.50 ' Vert(LL) -0.29 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 1 Vert(TL) -0.43 10-12 >725 180 BCLL 0.0 ' Rep Stress Ina YES I WB 0.40 I Horz(TL) 0.04 9 r1/a rVa BCDL 10.0 Code FBC2014/TPI2007 ; (Matrix-M) Weight:135 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1050/0-5-8,9=1050/0-5-8 Max Horz 1=-250(LC 10) Max Uplift 1=-276(LC 12),9=-276(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1445/458,3-5=-1442/538,5-7=-1442/538,7-9=-1445/458 BOT CHORD 1-12=-264/1292,10-12=-53/845,9-10=-262/1138 WEBS 3-12=-462/295,5-12=-204/673,5-10=-204/674,7.10=462/295 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vu11=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0pst;h=25ft;B=45ft;L=26ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-1-8,Exterior(2)13-1-8 to ,,hid l I IIl gIIi 16-1-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,�� QU I N �/z �� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,, OP• Z� i� 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 ,•% , ••Cv C E•N, °•• °ice will fit between the bottom chord and any other members,with BCDL=10.0psf. : \. F ••• • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) No 68182 • 1=276,9=276. 6)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. _ *:• ' II'' E OF :'4/Z '■ •.44 ',,;�0NA�E��0 Joaquin Velez PE No.68182 MTTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE. Design valid for use only with Milek29 connectors.this design is based only upon txxameters shown,and Is for cn IndMdual b uiidtrng component.not ! mre• 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 ot IncAvldual truss web and/or chord members only. Additional temporary and permanent bracing Miaek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fab ricatkn,storage,delivery,erection and bracing ot trusses and floss systems.soeANSI/1PI I Quality Criteria,DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.tee Street,Suite 312.Alexandria-VA 22314. Tampa.FL 33610 Job ;Truss Truss Type Qty Ply 9041 TO �T36 I Roof Special 1 1 T8087031 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:25 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-Ir_d801 knFmZr2tDS6wGKOI1 Vip09Ads2zPGSpzj W tm 6-8-8 I 13-1-8 19-6-8 24-2.10 26-3-0 1 6-8-8 6-5-0 6-5-0 4-8-2 2-0-6 4x5= Scale=1:60.0 8.001. 4 n 3x6!3 3 16 2x4\\ 2x4 // 2 5 an Aidk 64x5=2x4 'I I 7 N N 1� at 11 18 10 t99 'g 3x4= 3x6=3x4= 3x5= 3x61 8-10-3 17-4-13 26-3-0 8-10-3 i 8-6-10 I 8-10-3 Plate Offsets(X,Y)-- 11:0-2-8,0-0-91,14:0-2-B4O-1-121,(6:0-2-0,0-2-4),18:Edge,0-1-81 ---------- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.30 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.45 9-11 >690 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(TL) 0.05 8 n/a Na BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing i Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1044/0-5-8,1=1044/0-5-8 Max Horz 1=-231(LC 10) Max Uplift 8=-276(LC 12),1=272(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1455/450,2-4=-1424/530,4-5=-1391/514,5-6=-1386/436 BOT CHORD 1-11=-330/1272,9-11=-118/826,8-9=-311/1101 WEBS 2-11=-463/296,4-11=-207/670,4-9=-186/635,5-9=-414/288,6-8=-1402/451 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=5.0psf;h=251t;B=45ft;L=26ft;eave=4ft;Cat. ,.0%111111,�� II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-1-8,Exterior(2)13-1-8 to ,�� Qv�N V� i,�� 16-1-8,Interior(1)24-2-10 to 26-1-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip •%% OP.• Z e DOL=1.60 �� .•• G E Ng, �,�•3)Provide adequate drainage to prevent water ponding. ;• •' \,\ F ••• �.• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9 P Y • No 68182 5)'This truss has been designed for a live load of 20.0 psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 9 P 9 Y *:• ..:* 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) _ / I 1k 7.'O 8=276,1=272. / r 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used In the analysis and design of this truss. • c•: ' E O F : C - � ':4f . 0 A 1 o r,\. ,e eili�O N A'�,o- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 mi 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE '' Design valid for use only with Mllekb connectors.This design Is based only upon parameters shown,and Is for an Individual bullring 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 heckling 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 hkay and property damage. For general guidance regrading the fabrication,storage,delivery,erection and bracing of trusses and Buss systems,seeANSt/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 ITruss Type Qty Ply 18087032 9041T0 T37 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:28 2016 Page 1 I D:W ccG8uC_ppF7oCIwt W 7En4ztW r7-iQtln23d3A97i Wco7ETzx 1 wZawraMRU Ilxdw38zj W tj 4-2-1 6.0.0 12-1-0 18-2.0 24.6.8 F - 4-2.1 l 1-9-15 i 6-1-0 6.1.0 6-4-8 Scale=1:42.4 NAILED 4.00I' NAILED 3x4 = NAILED NAILED 4x5= 3x6= 3x4= 3x8• NAILED NAILED NAILED NAILED NAILED NAILED 3x5= 4x5= 3 15 16 4 5 17 18 6 19 20 217 2 1"ii I I 1 1 I I I I • I]___ f n v E n E' no nn nn no nn .ten r —Tr rr n n 4 4 22 13 12 23 24 11 25 10 9 26 27 288 2x4 .I NAILED 3x5 3x8 NAILED NAILED 3x4 NAILED 3x6= 4x5 NAILED NAILED 2x4 II NAILED NAILED NAILED NAILED NAILED NAILED 4-2-1 { 6-0-0 l 12-1-0 I 18-2-0 I 24-6-8 4-2-1 1-9-15 6-1-0 6-1-0 6-4-8 Plate Offsets(X,Y)-- 11:0-2.0,0-1-81,19:0-2-0,0-2-01,113:0-2.0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.16 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.40 9-11 >736 180 , BCLL 0.0 ' Rep Stress Incr NO WB 0.78 Horz(TL) 0.06 8 n/a n/a i BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:253 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 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) 14=1833/0-5-8,8=1996/Mechanical Max Horz 14=25(LC 8) Max Uplift 14=-528(LC 4),8=-556(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-1695/515,1-2=-3497/955,2-3=-3873/1016,3-4=-3730/988,4-6=-5075/1294, 6-7=-3943/1040,7-8=-1793/542 BOT CHORD 12-13=-1007/3609,11-12=-1294/5075,9-11=-1040/3943 WEBS 1-13=-1012/3735,2-13=-1359/368,3-12=-62/734,4-12=-1513/420,4-11=-147/260, 6-11=-377/1214,6-9=-1142/516,7-9=-1076/4094 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. ,,% 1,, Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. ��0 'i N t/&-/I Webs connected as follows:2x4-1 row at 0-9-0 oc. ,� p.Q 4 ■�j 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 �� ,Q "•G E•N"•••F '�i, ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �� ••"\,\ `SAC`"•• °• 3)Unbalanced roof live loads have been considered for this design. . i 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psh BCDL=5.0ps1;h=25it;B=4511;L=25it;eave=4it;Cat. No 681 82 II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 *; ' •;* 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �.3� / -- 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 ti E O F will fit between the bottom chord and any other members. i Q' . - (V; 8)Refer to girder(s)for truss to truss connections. i V"..' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �,,•:�. • 0 R 0.• �\��• 101) 14=528, NAILED"indicates 3-10d including heels"Member or 3- 2d(01 8(1x3 25')toe-nails.For in details eferdto MiTek's ST-TOENAIL Detail. �I�"I N A;�`��`` Joaquin Velez PE No.68182 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(pit) Date: Vert:1-2=-60,2-3=-60,3-7=-60,8-14=-20 February 22,2016 ■ __ o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MY-7473 raw.10N3/2015 BEFORE USE. N Design vdld for use only with Mlleke connectors.This design k bused only upon parameters shown,and Is for an hdMdual[dicing component,not a kus system.Before use.the building designer must verify the applicabilty of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling al hdividud truss web and/or chord members only.Addtional temporary and permanent bracing Milek is always required for stability and to prevent collapse with possble personal hfrsy and properly damage. For general grddance regarding the fabrication,storage,delNery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Cdterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.lee Street.Stile 312.Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty Ply I T8087032. 9041TO T37 Roof Special Girder 1 n G ;Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:28 2016 Page 2 ID:W ccG8uC_.ppF7oCIwt W 7En4ztW r7-iQfIn23d3A97i Wco7ETzx 1 wZawraMRUIlxdw38zj W tj LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-98(B)10=-60(B)13=-159(B)12=-60(B)4=-98(B)11=-60(B)6=-98(B)9=-60(B)15=-98(B)16=-98(B)17=-98(B)18=-98(B)19=-98(B)20=-98(B)21=-85(B) 22=-134(B)23=-60(B)24=-60(8)25=-60(B)26=-60(B)27=-60(B)28=-93(B) 1 ► Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 511-7473 rev.10932015 BEFORE USE. Design valid for use only with Weld)connectors.Ills design Is based only upon parameters shown.and Is la 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 brAding design. firming Indicated Is to prevent buckling of IndNiduol 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 galdance regarding the ktxk:anon,storage,delNery,erection and bracing of trusses and truss systems.seeANSI/lPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information ava table from inns Rale Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty I Ply T8087033 9041T0 T38 Roof Special 1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:29 2016 Page 1 ID:WccGBuC_ppF7oCIwtW7En4ztWr7-AcD8_O4FgUH_KgB_hy_CUETksJC15vQSzaNTbazjWti 5-8-1 8.0.0 13-5-0 18-10-0 24-6-8 5-8-1 } 2-3-15 I 5-5-0 5-5-0 I 5-8-8 Scale.1:42.4 4.00 FIT 2x4 II 4x5= 3x6= 3x4= 3x5 3x6= 4x5= 3 15 4 5 6 16 7 1 /a ril ® Q 14 c y� {° • T- I 9 1 cti 1 12 11 10 _ 9 8 2x4 II 4x10= 3x8= 3x6— 3x5= 2x4 II 5-8-1 13-5-0 18-10-0 i 24-6-8 5-8-1 7-8-15 5-5-0 5-8-8 Plate Offsets(X,Y)-- [1:0-2-12,0-1-81,[3:0-2-8,0-1-121,[7:0-2-4,0-1-81,[9:0-2-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) Vdefl Ud j PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.40 11-12 >722 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.74 Horz(TL) 0.04 8 n/a r1/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:131 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6.9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 13=970/0-5-8,8=970/Mechanical Max Horz 13=32(LC 12) Max Uplift 13=-313(LC 8),8=-347(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-922/332,1-2=-1834/537,2-3=-2012/610,3-5=-1990/624,5-6=-1990/624, 6-7=-1430/495,7-8=-914/369 BOT CHORD 11-12=-558/1692,9-11=-495/1430 WEBS 1-12=-554/1929,2-12=-855/335,3-12=-63/330,3-11=-172/444,5-11=-339/211, 6-11.226/643,6-9=-663/322,7-9=-550/1592 NOTES- `11111111111 1)Unbalanced roof live loads have been considered for this design. `,`S� OV 1 N VF,/,/i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=451t;L=25ft;eave=4ft;Cat. %% O N• ZF o II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 24-4-12 zone;C-C for `%. J .••�(,E N S•• •i members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• \. F•••, • 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. No O 681 82 • 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide E. *:• I •: will fit between the bottom chord and any other members. = / / 6)Refer to girder(s)for truss to truss connections. .. 0�/ r : 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • E OF .:11-i:: 13=313,8=347. ' 0• <G/; 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I* 4 0 p;••��,�• . ORS, ,, ', '0N A'v-,00 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 I I mff. o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.1(/03/1015 BEFORE USE. Design valid for use only with MI'TekS connectors.this design Is based only upon Ixxaneters shown.and Is for an Individual building component,not a truss system.Before use,the brdldng designer must very the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual taus web and/or chord members only.Additional temporary and permanent bracing MiTek' ',always required for stability and to prevent collapse with possl)le personal Filmy and property damage. I or general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,05849 and SCSI Building Component 6904 Parke East Blvd. . Solely Information available from'Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T8087034 9041T0 T39 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:30 2016 Page 1 I D:WccG8uC_ppF7oCIwtW 7En4ztW r7-epnW Ck5tbnPrxpmAFNROROpGjYZgN HbC E6170zjW th 7-2-1 10-0-0 17-1-8 24-6-8 7-2-1 2.9.15 7-1-8 7-5-0 Scale=1:42.4 4.00 12 4x5= 3x4= 3x5= 3 13 14 4 15 5 - 3x6= 4x5= 1 /� L!7 O' 1-- 12 6.• ,11 10 9 B 7 6 2x4 I, 3x5= 3x8= 3x6= 3x5= 2x4 II 7-2-1 1 10-0-0 I 17-1-8 24-6-8 7-2-1 2-9-15 7-1-8 7-5-0 Plate Offsets(X,Y)•- [1:0-2-12,0-1-8],[5:0-2-4,0-1-8],[7:0-2-4,0-1-81,[10:0-1-12,0-1-81,[11:0-l-12,0-1-0] LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Verl(LL) 0.10 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.28 7-9 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.70 Horz(TL) 0.03 6 Na n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:135 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 7-8-9 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=970/0-5-8,6=970/Mechanical Max Horz 11=39(LC 12) Max Uplift 11=-309(LC 8),6=-347(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-898/343,1-2=-1769/522,2-3=-1668/508,3-4=-1565/495,4-5=-1445/488, 5-6=-903/375 BOT CHORD 9-10=-574/1800,7-9=-488/1445 WEBS 1-10=-532/1829,2-10=-590/264,2-9=-335/138,3-9=-20/300,4-7=-562/326, 5-7=-531/1579 NOTES- 1)Unbalanced roof live loads have been considered for this design. 11111111/ 2)II;Exp C;Encl.,lGCpi=0.18;MWFRS(directional)c and C-C Exterior(2)0.1-102 to 3-1-12,Interior(1)3-11-12 t 24-4-12 izo e c Cffor s••∎ orQV N vi.i ,,,, members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� ' G E N • 3)Provide adequate drainage to prevent water ponding. �� •••\- F•••, 'i• 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 : No 68182 ,. will fit between the bottom chord and any other members. r. *:• * 6)Refer to girder(s)for truss to truss connections. / 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) :'fl'/'r �CC Z 11=309,6=347. i • E OF " 1.1 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • 'i �•.,:4(9ORO '. / • / 'ice;io N ALE .��. N 11111111111• Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 V__ir1 Ili \ _ • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10103/2016 BEFORE USE. Design valid for use oNy with Miteks connectors.This design is based oNy upon parameters shown-and Is for an hdivid ual building component not . a truss system.Before use,the balding designer must verify the apolcabllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of Indivkfual truss web and/or chord members only. Additional temporary and permanent mcnent bracing MNTek Is always required for stability and to prevent collapse with pole personal inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/WI i Quality Cdterla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avdiabie from Buss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job rTruss Truss Type 1Qty Ply T8087035 941TO 1T40 Roof Special Girder :1 A 4 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:32 2016 Page 1 ID:W ccG8uC_ppF7oCIwtW 7En4ztW r7-bBvGdP677PfZB7wZM4Yv6s59ZXAKI F8u1Yb7Cvzj W tf 1-5-8 4.10-5 8.3-3 i 11.5.8 20-3-5 24-8-0 25-1-8 ■1.5-8 3.4-14 3.4-14 3-2-5 8-9-13 4.4.11 0.5.8 All concentrated loads must Scale=1:45.8 be equally distributed to each ply of the truss. 4.00[12 4x10 II 7x6: 3x4= 5x6= 10x12= 3.00 12 8x14 M18SHS= 5 19 20 6 7 8 4x6= 6x6= 3x6 I I 2 3 p - N p A 1 .. d w cb J, � 8 < m 9 IIIIIIIM EMI I I ■r , •ii �.er NMI . 21 22 16 23 15 14 13 12 24 25 ti 26 27 10 28 9 17 7x14 MT2OHS= 10x12=THD48 8x14 M18SHS= 10x12= THD48 10x12= THD48 10x12- 3x4 !I NAILED THD48 TH048 10x12= 5x6= TH048 TH048 THD48 TH048 THD48 THD48 THD48 25-1.8 1.5-8 , 4-10-5 i 8-3-3 I 10-0-0 , 11-5-8 20.3-5 I 24.6.8 2418.0 ' 1.5-8 ' 3-4-14 3-4-14 1-8-13 1-5-8 8-9-13 4-3-3 0-9.8 0-5-8 Plate Offsets(X,Y)-- [2:0-7.0,0-3-12],[3:0-1-12,0-1-4[4:0-3-0,0-4-41,[5:0-2-12,0-3-8],[7:0-2-0,0-2-0],[8:0-4-8,0-5.0],[9:0-2-4,0-1-8],[10:0-3-8,0-5-12],[11:0-3-8,0-6-4], [12:0.6.0,0-6-4],114:0.5.5,0.0-01,[15:0-3-8,0.6-41,[16:0-3-8,0-5-81,118:0-3-0,0-2-01 - T— LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.26 13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.41 13 >703 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr NO WB 0.80 Horz(TL) 0.01 18 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:924 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, BOT CHORD 2x8 SP SS'Except' except end verticals. 8-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3'Except* 2-16,8-10:2x4 SP SS,5-12:2x8 SP No.2,6-12,1-17:2x6 SP No.2 2-17:2x4 SP No.2,7-11,3-15:2x4 SP No.1 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 17=5008/0-5-8,18=4806/0-5-8 Max Horz 17=57(LC 8) Max Uplift 17=-294(LC 4),18=-347(LC 5) Max Gray 17=15611(LC 12),18=14857(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-857/16,2-3=-22188/380,3-4=-30749/469,4-5=-30220/447,5-6=-27398/428, 6-7=-25001/451,7-8=-15258/307,1-17=-764/24 BOT CHORD 9-18=0/601,8-18=-14256/360,16-17=-181/6207,15-16=-418/22188,13-15=-512/31029, ♦12-13=-427/2740,11-12=-451/25001,10-11=-307/15258 0 .111111111g/ I ♦`, �WEBS 7 9 ` , ,QUIN 6-11=-2319/179,2 1101/ 1 2,3-16=-7604/247,3-15=177/11445, .\G E N d'.r -''' 6-12329/ 9 7=4430,5-13=-107/4835 ♦ V is • i NOTES- No 68182 1)N/A .: *i ' :* 2)N/A / * 3)4-ply truss to be connected together with 10d(0.131"x3")nails as follows: -.0�• ,' �' Top chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. s • E O F Bottom chords connected as follows:2x4-2 rows staggered at 0-4-0 oc,2x8-4 rows staggered at 0-4-0 oc. i ,,,,%•' �` Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 15-4 2x4-2 rows staggered at 0-4-0 oc,member 6-11 2x4-2 i� • Q` ,r ♦i rows staggered at 0-4-0 oc,2x8 3 rows staggered at 0-5-0 oc,2x6 2 rows staggered at 0-9-0 oc. , : � �• 0 F[ 1°.** \'��♦♦ Attach BC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. ........ • 4)plylconnections considered provided applied o distributes only if noted as front(F)or as(F)or(B)unless otherwise indicated. CASE(S)section.Ply to ��,1'4111111W N A �� 5)Unbalanced roof live loads have been considered for this design. Joaquin Velez PE No.68182 6)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psi;BCDL=5.Opsf;h=2511;B=4511 L=25It;eave=41t Cat. MiTek USA,Inc.FL Cert 6634 II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 6904 Parke East Blvd.Tampa FL 33610 7)Provide adequate drainage to prevent water ponding. Date: 8)All plates are MT20 plates unless otherwise indicated. February 22,2016 0 WARNING-Verily design paramatas and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/03/2015 BEFORE USE. NI Design valid for use only with Milekla connectors.this design Is bxacxl only upon parameters shown.and is for an individual holding 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 building design. &acing indicated is to prevent budding or Individual trtss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Wry and property damage. For general guidance regarding the fabricators storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,D5B•e9 and SCSI Sulking Component 6904 Parke East Blvd. Safety Information available from lass Plate Instliute,218 N.lee Street,Srrlte 312,Alexandria,VA 72314. Tampa.FL 33610 Job Truss Truss Type :Qty I Ply w T8087035 904170 T40 Root Special Girder 1 ! 4 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:32 2016 Page 2 ID:W ccG8uC__ppF7oCIwtW 7En4ztW r7-bBvGdP677PfZB7wZM4Yv6s59ZXAKIF8ufYb7Cvzj W tf NOTES- 9)N/A 10)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 11)"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 tit between the bottom chord and any other members. 12)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)17=294,18=347. 14)Load case(s)1,2,12 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 15)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 16)Use USP THD48(With 16d nails into Girder&10d nails Into Truss)or equivalent spaced at 2.0.0 oc max.starling at 2-0-0 from the left end to 21-9-12 to connect truss(es)to front face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. 18)"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:1-2=-60,2-4=-60,4-5=-60,5-8=-60,9-17=-20 Concentrated Loads(Ib) Vert:15=-655(F)13=-655(F)12=-655(F)11=-656(F)17=-1(F)21=-655(F)22=-655(F)23=-655(F)24=-656(F)25=-656(F)26=-656(F)27=-656(F)28=-656(F) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-2=-50,2-4=-50,4-5=-50,5-8=-50,9-17=-20 Concentrated Loads(Ib) Vert:15=-2006(F)13=-2006(F)12=-2006(F)11=-2009(F)17=-1(F)21=-2006(F)22=-2006(F)23=-2006(F)24=-2009(F)25=-2009(F)26=-2009(F)27=-2009(F) 28=-2009(F) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 PIt.metal=0.90 Uniform Loads(pit) Vert:1-2=-20,2-4=-20,4-5=-20,5-8=-20,9-17=-20 Concentrated Loads(Ib) Vert:15=-2456(F)13=-2456(F)12=-2456(F)11=-2460(F)17=-1(F)21=2456(F)22=-2456(F)23=-2456(F)24=-2460(F)25=-2460(F)26=-2460(F)27=-2460(F) 28=-2460(F) 1 1 -I I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10103/2015 BEFORE USE. j IAN Dedgn wind for use only with Week&v connectors.Ills design Is bused only upon parameters shown,and is for an Individual building component,not i a truss system.Before use,the bunking designer must verify the aWk:ablity of design parameters and properly Incorporate this design Into the overall I building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 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 BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tarnpa,FL 33610 [Job Truss Truss Type Qty IPly 1 T8087036 T41 HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 S Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:36 2016 Page 1 I D:WccG8uC_ppF7oCIwtW 7En4ztW r7-Ty8nSnAeBd9?gkDKbwcrGi FrO8ZOE3CUaAZLLgzj W tb I 6-0-0 10.11-10 15-9-8 20.7.6 l 25-7-0 31-7-0 6-0-0 4-11-10 4-9-14 4-9-14 4-11-10 6-0-0 Scale=1:53.4 NAILED NAILED NAILED NAILED NAILED NAILED 3.00 12 5x10 MT2OHS- 5x10 MT2OHS= =NAILED NAILED NAILED3x4 NAILED 2x4 II 3x12 M18SHS= 3x4= NAILED 2 20 21 22 3 2324 25 4 265 2728 6 29 30 31 7 ginm r rll7ihl�iL=t'>�iu•=∎iilAiild ` 1 8 q o — ii Anne r u u u r 1th 32 33 t3 34 35 12 36 37 11 38 39 10 40 41 9 42 43 5x6 7: NAILED NAILED 2x4 I. NAILED 3x6 5x10 MT2OHS= NAILED 3x6= NAILED 2x4 NAILED NAILED 5x6= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-0-0 10-11-10 15-9-8 20-7-6 25-7-0 31-7-0 6-0-0 4-11-10 4-9-14 i 4-9-14 I 4-11-10 I 6-0-0 Plate Offsets(X,Y)-- 12:0-6-8,0-2-81,17:0-6-8,0-2-81,110:0-1-12,0-1-81,111:0-5-0,0-3-41,112:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ((deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 1.09 11 >348 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -1.47 11 >257 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr NO WB 0.73 Horz(TL) 0.19 8 n/a rVa M18SHS 244/190 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:275 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS'Except' TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purtins. 2-5,5-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. BOT CHORD 2x4 SP SS WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=2395/0-3-8,8=2395/0-3-8 Max Horz 1=21(LC 24) Max Uplift 1=-i 558(LC 8),8=-1558(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-7055/4636,2-3=-10315/6965,3-4=-11313/7654,4-6=-11313/7654,6-7=-10315/6965, 7-8=-7055/4636 BOT CHORD 1-13=-4436/6767,12-13=-4442/6779,11-12=-6903/10315,10-11.6903/10315, 9-10=-4442/6779,8-9=-4436/6767 WEBS 2-13=-87/280,2-12=-2614/3844,3-12=-979/618,3-11=-768/1109,4-11=-497/311, 6-11=-768/1109,6-10=-979/618,7-10=-2614/3844,7-9=-87/280 `,,,`111111111/IIII NOTES- `%s PCO I N VFW i, 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �� ,� •E N••••��i- Top chords connected as follows:2x4-1 row at 0-7-0 oc. � •••\,\C' `Sk'..• °0 Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. • i Webs connected as follows:2x4-1 row at 0-9-0 oc. No •O 6 81 8 2 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. � I / * • .. 3)Unbalanced roof live loads have been considered for this design. -0•.` 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=2511;B=45ft L=321t;eave=41t;Cat. i•-. , E OF II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 '' 0" • 5)Provide adequate drainage to prevent water ponding. i� i Q •• %,' 6)All plates are MT20 plates unless otherwise indicated. ,•: O {� 1 O••• \ �� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \,...\ 8)w'This truss has ill fit between the been designed herd and live other members on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide il I;I/O N Al- 1t�, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) Joaquin Velez PE No.68182 1=1558,8=1558. MITek USA,Inc.FL Cert 6634 10)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 6904 Parke East Blvd.Tampa FL 33610 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. Date: LOAD CASE(S) Standard February 22,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7073 rev.10103/2015 BEFORE USE. Mu Design valid for use only with Milekr:connect rs.This design Is bused only urxn parameters shown.and Is for an individual building component,nol a truss system.Before use-the building designer must verify the applk:ablly of design ixsrameters and properly incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent trickling 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 hkay and property damage. For general gulcicnce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPIt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate institute,218 N.lee Street,Stile 312-Nexunxirla.VA 22314. I Tampa.FL 33610 1 Job Truss Truss Type Qty iPly ' 18087036' 904110 141 I HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:36 2016 Page 2 ID:WccG8uC_ppF7oCIwtW7En4ztWr7-Ty8nSnAeBd9?gkDKbwcrGiFrO8ZOE3CUaAZLLgzjWtb LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-7=-60,7-8=-60,14-17=-20 Concentrated Loads(lb) Vert:2=-94(F)7=-94(F)13=-64(F)11=64(F)4=-94(F)9=-64(F)21=-94(F)22=-94(F)23=-94(F)25=-94(F)26=-94(F)28=-94(F)29—94(F)30=-94(F)32=-104(F) 33=-159(F)34=-64(F)35=-64(F)36=-64(F)37=-64(F)38=-64(F)39=-64(F)40=-64(F)41—64(F)42=-159(F)43=-104(F) 0 WARNING-Verify design paramarare and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.101030016 BEFORE USE. lilt Design valid for use only with Mlield)connectors.This design is based only upon parameters shown,and Is for an In divlduat building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Wising 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 possble personal Injury and properly damage. For general guidance regading the fabrication,storage.delivery,erection and txaclrrg of trusses and truss systems,seeANSI/TPI I Qualify Criteria.DSB-89 and BCSI Building Component 6904 Parke East Bud. I Safely Information available from Truss Plate Institute,218 N.tee Street.Suite 312 Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T8087037 9041 TO T42 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:37 2016 Page 1 ID:W ccG6uC_ppF7oCIwtW 7En4ztW r7-x9i9g7AGyxHsHuoW 9d74pwo l 5YuozX4dpgJut6zj Wto 8-0-0 13-2-5 18-4-11 23-7-0 31.7.0 ' 8-0-0 5-2-5 5-2-5 5.2.5 I 8-0-0 Scale=1:52.6 3.00 rii 5x6= 5x6= 3x4= 3x4= 2 18 3 4 19 5 17 20 ..,16 21 1 6 `° it SA N O • I Y II IZ_ K d 9 8 7 7x6 I I 3x4 5x10 MT2OHS= 3x4— 7x6 I 8-0-0 I 15-9-8 23-7-0 i 31-7-0 8-0-0 7-9-8 7-9-8 8-0-0 Plate Offsets(X,Y)-- (1:0-3-0,0.0.13),12:0-3-0,0-2-121,15:0.3-0,0.2-121,16:0-3-0,0-0.13),18:0-5-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.72 7-8 >527 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -1.00 8-9 >379 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(TL) 0.18 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) i Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS`Except' TOP CHORD Structural wood sheathing directly applied or 2-5.9 oc purlins. 2-5:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-8-1 oc bracing. BOT CHORD 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing I WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. . Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1263/0-3-8,6=1263/0-3-8 Max Horz 1=28(LC 10) Max Uplift 1=-779(LC 12),6—779(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3537/3512,2-3=-3409/3479,3-4=-4398/4446,4-5=-3409/3480,5-6=-3537/3512 BOT CHORD 1-9=-3344/3375,8-9=-4162/4304,7-8=-4168/4304,6-7=-3338/3375 WEBS 2-9=-655/566,3-9=-1134/900,3-8=-256/244,4-8=-256/244,4-7=-1134/900, 5-7=-655/566 NOTES- N%• 1)Unbalanced roof live loads have been considered for this design. ,,�� U'N V �� 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=3211;eave=oft;Cat. ,� PQ F� �� II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-14,Interior(1)3-1-14 to 8-0-0,Exterior(2)8-0-0 to ♦♦♦ ,�•.�G E N S'.• � , 28-0-10,Interior(1)28-0-10 to 31-7-0 zone porch left and right exposed;C-C for members and forces&MWFRS for reactions • shown;Lumber DOL_1.60 plate grip DOL-1.60 40,♦ 3)Provide adequate drainage to prevent water ponding. N O 681 82 4)All plates are MT20 plates unless otherwise indicated. *is F '; 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / .k 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. •'fl • ' • E O F �•7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i o•ft 1=779,6=779. . P ■♦ 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �• •�� • 0 F( 1 0.•' \�� t0,1,/ON A,E��.`• Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mltekc5 connectors.This design is based only upon Parameters shown,and Is for an individual balding component.not a truss system.Before use,the building designer must verily the appilcablity of design parameters and property krcorporole this design Into the overall [sliding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional f temprxary and permanent bracing MiTe k' Is always required for stability and to prevent collapse with posstle personal tryury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T8087038 9041 TO T43 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:38 2016 Page 1 ID:WccG8uC_ppF7oCIwtW7En4ztW r7-PLGXITBujFPjv2NjjLeJL7LFoyFliy1 m2U2SQZzj WtZ 6.0.0 10-11-12 15-11-8 6-0-0 I 4-11-12 4-11-12 i Scale=1:26.7 NAILED 4x10= NAILED NAILED 2x4 II NAILED NAILED 3x6 4.00 FT 3 13 14 4 15 16 17 5 i -::: li;li • II r1 n n B n r 111 I t 3x4 2 1 1 SO Inc PO Ia' 7} Ia� � nn nr n nn nn nr in 18 19 8 20 21 7 22 23 6 5x6 I NAILED NAILED 2x4 1. NAILED NAILED 4x10= NAILED NAILED 2x4 II NAILED 6-0-0 10-11-12 15-11-8 6-0-0 I 4-11-12 I 4-11-12 i Plate Offsets(X,Y)-- [1:0-3-0,0-0-13),13:0-5-8,0-2-01,15:0-2-8,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lieu) Udefl L/d l PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.08 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.19 8-11 >999 180 BCLL 0.0 • Rep Stress Ina NO WB 0.78 Horz(TL) 0.04 6 n/a rVa BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1128/0-5-8,6=1188/Mechanical Max Horz 1=82(LC 8) Max Uplift 1.289(LC 8),6=-334(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2170/562,3-4=-1888/518,4-5=-1888/518,5-6=-1091/362 BOT CHORD 1-8=-555/2011,7-8=-552/2031 ' WEBS 3-8=0/409,4-7=-613/364,5-7=-558/2036 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=oft;Cat. 1111111111,1 11;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 �0° QU I N V t- ",, 3)Provide adequate drainage to prevent water ponding. . OP. Z� et 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ♦♦♦ , ,••‘G E N S:'• i�■ 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 ♦ \. F�'• i will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. N O 681 82 • I. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) r. *;• ' :* 1=289,6=334. =7. / i * • .. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '(�%ft', :CC 9)"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. E O F : 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). - Q. �; LOAD CASE(S) Standard ,�i_'1- ,. 0 Rill..V'.... ��:♦ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 t� ,�QN AL�\`s�,, Uniform Loads(plf) 1111/1111111111` Vert:1-3=-60,3-5=-60,6-9=-20 Concentrated Loads(Ib) Joaquin Velez PE No.68182 Vert:3=-98(F)8=-60(F)13=-98(F)14=-98(F)15=-98(F)17=-98(F)18=-104(F)19=-159(F)20=-60(F)21=-60(F)22=-60(F) MITek USA,Inc.FL Cert 6634 23=-60(F) 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10032015 BEFORE USE. Design valid for use only with MilekS connectors.this design Is based only upon parameters stwwn,and Is for on individual building component.not �� a truss system.Before use.the bulking designer must verify the al of design parameters and properly Incorporate this design into the overall bulling design. t6achg indicated is to prevent buckling of individual inns web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse NAM possible personal*Kay and properly damage. For general guidance regarding the fabrication,storage,delivery-erection and bracing 01 trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satisfy Information available from truss Plate Institute.218 N.Lee Street,Suite 312,Nexandrla,VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty Ply T8087039 9041T0 T44 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:39 2016 Page 1 I D:WccG8uC_ppF7oCIwtW 7En4zt W r7-uXgw5pC W UYXaXCyvH2AYuLtL?LdeRUbwG8o?y?zj W tY 8-0-0 15-11-8 8-0-0 7-11-8 Scale=1:27.0 4x6= 3x5 3 13 14 4 4.00 12 0 12 11 3x4 2 i v. 63x4= 5 3x6 II 2x4 I! 8.0.0 l 15-11-8 8-0-0 7-11-8 Plate Offsets(X,Y)-- [1:0-2-12,0-2-91,[4:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.10 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.21 6-9 >894 180 BCLL 0.0 • Rep Stress Incr YES WB 0.50 Horz(TL) 0.03 1 n/a rile BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:70 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 8-10-8 oc bracing. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=632/0-5-8,5=632/Mechanical Max Horz 1=110(LC 12) Max Uplift 1=-154(LC 12),5=-224(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1039/359,3-4=-921/387,4-5=-569/300 BOT CHORD 1-6=-397/929 WEBS 4-6=-389/921 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=45f1;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to `,�.%11111/ii 1 12-2-15 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,�� QU�N V� . 3)Provide adequate drainage to prevent water ponding. ,• .• OP• Z • a'� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��, , •••\G E•N S'•• •i 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 ; \r F•••• • will fit between the bottom chord and any other members. No 68182 •. • 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) : * : :* 1=154,5=224. i * .. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ..-13;,g, •: = • " E OF 7,. O R1 • C? �` �"", �ONAI E�‘s- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 -- 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. Design vdkl for use only with MIlek1 connectors.this design is based only upon Farameters shown,and is for an individual tuNding component.not . a truss system.WON)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 tempxxay and permanent bracing MiTek" Is always regrired for stability and to prevent coiiagse with possible personal injury and property damage. For general guidance regarceig the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/TPI l 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,Alexandria-VA 22314. Tampa.FL 33610 Job IlTruss Truss Type Qty Ply T8087040 9041T0 T45 Monopitch Girder 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:40 2016 Page 1 ID:W CCG8uC_ppF7oCIwtW 7En4ztW r7-MkOII8D8EsfQ8MX5gmhnQYQc41u0AxW 3VoXZURzj W tX I 6-6-9 I 13-1-0 6-6-9 6-6-7 Scale=1:28.6 3 4.00 12 3x4 s--- 4/1" 2 or,,, 1 IIIIIIIIIIIIIIIIIII. .g111161 .. ir lir- 6 10 y/ 11 i j►�; 3x5/i If 4 THD26 THD26 5 2x4 I 3x5= 3x4= I 4-6-15 8-10-4 910,0 13-1-0 l 4-6-15 4-3-5 0-1-12 4-1-0 Plate Offsets(X,Y)-- [2:0-1-12,0-1-81,16:0-1-6,0-1-41 LOADING(psQ 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 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.13 5-6 >788 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.46 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:75 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 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=702/0-5-8,5=2114/0-3-8 Max Horz 1=177(LC 21) Max Uplift 1=-154(LC 8),5=-696(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1620/361,2-3=-242/281 BOT CHORD 1-6=-465/1481,5-6=-259/691 WEBS 2-6=-313/1196,2-5=-1087/431,3-5=-363/293 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 `11111111/1f/ 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `0%•i Qv IN V�zie,, 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 ," 0 • � . i,� will fit between the bottom chord and any other members. %. , .•" ( E NS'• • 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� •• V. F•••• • 1=154,5=696. No 681 82 5)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • • 6)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 6-0-12 from = *:• • r :* the left end to 8-0-12 to connect truss(es)to back face of bottom chord. = / / * 7)Fill all nail holes where hanger is in contact with lumber. =-0• r :GC 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). S • . E OF . O A 1 v•• r-.. •�� Uniform Loads(plf) t, ;/0NA1-E .N% Vert:1-3=-60,4-7=-20 lies 1111111.11 Concentrated Loads(Ib) Vert:10=-1168(B)11=-613(B) Joaquin Velez PE No.68182 MfTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 r 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/20l5 BEFORE USE. is" Design valid for use only with Milek(r,connectors.INs design fs based only upon parameters shown,and is for al IndMdual building conhrxrhent not a truss system.Before use.the t rultding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall brNdng design. Brachg Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' S always required for stability and to prevent collapse with possible personal hhr/and property damage. for general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seoANSI/1PI I Quatty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inlormaton available from Truss Plate Institute,218 N.lee Street,Stolle 312.Noxandrla,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply T8087041 9041 TO T46 Monopitch 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:40 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-Mk0118D8Esf Q8MX5gmhnOYQcllyPA?03VoXZURzj W tX 6-6-8 13-1-0 6-6-8 I 6-6-8 Scale=1:28.2 4 3 I sis 4.00 12 12 2x4 3 40-v 11 3x4 2 1 O. 1 5 3x6 II 6 2x4 II 3x4 9-10-4 100.12 13-1-0 9-10-4 0-2.8 3-0-4 Plate Offsets(X,Y)-- 11:0-2-8.0-2-131 T LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.57 I Vert(LL) -0.17 6-9 >712 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.44 6-9 >270 180 BCLL 0.0 * Rep Stress Inch YES WB 0.21 Horz(TL) 0.04 1 r1/a rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:63 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Lett 2x4 SP No.3 1-6-0 , MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer 1 Installation guide. , REACTIONS. (lb/size) 1=356/0-5-8,6=679/0-4-15 Max Horz 1=177(LC 12) Max Uplift 1=-48(LC 12),6=-224(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-759/62 BOT CHORD 1-6=-191/341 WEBS 3-6=-545/328 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=4f1;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0.0 to 12-11-4 zone;C-C for ``1/1111111//1�' members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`�% QU I N VF I,� 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. • QP ZF •jam 3)•This truss has been designed for a live load of 20.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,., , ..•*G E N S••. ∎� will fit between the bottom chord and any other members. •• V F ••. �• 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) • No 68182 • 6=224. * :. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4I/ I *.' ,.. E OF • �� .i,1 dONA,-1.0 .0...R. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Bert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 SIMI 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/201S BEFORE USE. mg Design valid for use only with MITelaD connectors.this design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the Lrilding designer must verify the applicability of design parameters and properly Incorporate This design Into the overall bulding design. Bracing indicated Is to prevent buckling of Individual truss web and/<x chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabllly and to prevent collapse with possible personal tulury and property damage. For general guidance ce regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Cr terla,DSB-89 and SCSI Building Component Safely Information available from buss Plate Institute.218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T8087042 9041 TO T47 Monopitch 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:41 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-gwxgVU Dn?AnHmW 6tOTCOzmzoU9NovP8DkSH60tzjW tW 6-6-8 13-1-0 l 6-6-8 6-6-8 Scale=1:28.7 4 3 . A 4.00 TIT 13 3x4 3 12 3x4 2 1 '• MN 13 I. 7 ■i i 5 3x5 I 2x4 I 6 2x4 I 3x4= 6-6-8 11-7-0 13-1-0 I 6-6-8 I 5-0-8 I 1-6-0 i Plate Offsets(X,Y)-- 11:0-1-12,0-2-91,14:0-1-12,0-1-81 _ LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.04 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.09 7-10 >999 180 BCLL 0.0 • Rep Stress!nor YES WB 0.43 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. , REACTIONS. (lb/size) 1=445/0-5-8,6=590/0-5-8 Max Horz 1=177(LC 12) Max Uplift 1=-78(LC 12),6=-194(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-663/128 BOT CHORD 1-7=-252/595,6-7.252/595 WEBS 3-6=-726/319 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsi;h=25ft;B=451t;L=24ft;eave=4t1;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-11-4 zone;C-C for ,`,111111111//.., members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,� QU N V I�� 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %� OP• �� , 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 `�� , ,•'�C.E N S'•• �i� will fit between the bottom chord and any other members. •• V F•••• •�•• 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) N O 681 82 1 6=194. = *::.• "• / / * • .... 5)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O.', • E OF :4 -,••.4 • OR1Ot• \/ Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10N3/2015 BEFORE USE. Design valid for use only with Mliek?:conrsectors.This design Is bused only upon parameters shown,and Is for an individual balding component not a truss system.Before Ise,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 possbte personal Injury and property damage. For general guidance regarding the fcrxicatIon,storage-dellvery,creditors and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information manor,le from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type I Qty I Ply T8087043 9041 TO T48 Monopitch 2 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:42 2016 Page t ID:WccG8uC ppF7oCIwtW7En4ztWr7.16V2jgEPmTw8OfhUyAjFWzV?LZkSet1Mz6OIZKzjWtV 5-11-4 I 11.6-8 I 13-1.0 i 5.11.4 5-7-4 1-6-8 4 Scale=1:33.8 2x4 I e- 3 4.00 12 11 r 3x4 2 u, 10 3x4 r 0l e .a n *MI 5 0 1 1J 3x4= 2x4 I1 8 7 9 2x4 I I 3x4= 3x4- 11.74 I 5-114 114-8 11-6.8 13-1.0 5-11-4 { 5.1-4 46-O 1-6-0 0-0-8 Plate Offsets(X,Y)-- (1:0-1-8,0.1-8],18:0-1-12.0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.07 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) -0.00 6 rVa b/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:84 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. 3-7:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. i REACTIONS. (lb/size) 9=414/0-5-8,6=609/0-5-8 Max Horz 9=221(LC 12) Max Uplift 9=-48(LC 12),6=-220(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-456/47,1-9=-361/131 BOT CHORD 8-9=-255/185,7-8=-183/385,6-7=-107/309 WEBS 2-7=-480/225,1-8=0/316 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsl;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-11-4 zone;end `,01%11W/114 vertical left exposed;C-C for members and forces 8,MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``N% Qv N vi- I,e 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. •t OP'• Z �j 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� , .••�(,E N S••. c �,, will fit between the bottom chord and any other members. ••• V F ••. 0 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except 61=1b) N O 681 82 6=220. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. = *:• J * ��I; l (46-------* •�• • .y E OF ' J•O '<v .,, ;r OR1O 0 s% i1/l;/0NA1-� �s`‘� �'/hrllrint" Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 • ■ la 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.10N3/2015 BEFORE USE. Design valid to use only with MItekb®connectors.Itis design Is based only upon Ixxaneters shown,and Is to an Individual building component,not o truss system.Before use,the building designer must verify the applicability of design r xramoters and prof'city ix:opcxate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional Tenn',way and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal U fay and property damage. For general guidance regarding the fabrk:alton,storage,delivery,erection and bracing of tr sses and truss systems.seeANSI/19I I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexarclrkl,VA 22314. , Tampa.FL 33610 Job Truss Truss Type Qty I Ply T8087044 9041TO T49 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:43 2016 Page 1 I0:WccG8uC_ppF7oCIwtW 7En4ztW r7-mJ3QwAF1 Xn2??pGgW uEU2B29Ez_zNKGW BmmD5mzjWtU 4-6-9 8-7-13 13-0-8 4-6-9 4-1-3 4-4-11 Scale=1:33.9 4.00 12 4 � r 3x4 9 R 3 3x4= 4x5= 1 w d: 6 • 0 0 6 5 7 2x4 II 3x8—_ 3x4_ i 4.6.9 13-0-8 4-6-9 8-5-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.15 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Verl(TL) -0.38 5-6 >402 180 BCLL 0.0 • Rep Stress Ina YES WB 0.33 Horz(TL) 0.01 5 n/0 n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:80 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=510/0-4-0,5=510/Mechanical Max Horz 7=114(LC 12) Max Uplift 7=-132(LC 8),5=172(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-492/158,1-2=-541/88,2-3=-626/137 BOT CHORD 5-6=-175/339 WEBS 1-6=-90/637,2-6=-428/196,3-6.82/356,3-5=-463/248 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opst;h=25ft;B=4511;L=24th eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-10-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``,w e I 1 111 f,,�� 2)Provide adequate drainage to prevent water ponding. ``� QU�N 1, t 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,% OP• <F eo 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 `�� ' •••%G E N S+•• ,� will fit between the bottom chord and any other members. •• \e F•••. 0 5)Refer to girder(s)for truss to truss connections. N O 68182 • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) + 7=132,5=172. *: ••. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. _ '* :1�'... • E OF J li `LE�.S ��/ONA ii11111111%•- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 / ■ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE. /1111, Design valid for use only with Mitek&connectors.this design Is based only upon parameters shown,and Is for an Individual buldinU component.riot a truss system.Before use,the bulling designer must verily the applk:abillity of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the karlcatkn,storage-delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job i Truss Truss Type Qty Ply I T8087045' 9041 TO j T50 Root Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:43 2016 Page 1 ID:WccG8uC_ppF7oCiwtW 7En4ztW r7-mJ3QwAF1 Xn2??pGgW uEU2B29Hz_?NKNW BmmD5mzjWtU 4-5-1 8-6-9 13-0-8 4.5-1 i 4-1-9 4-5-15 4.00 12 Scale=1:33.9 4 3x4= 2x4 1 4x5 ul ►I 6 5 7 2x4 1! 3x8= 3x4= 4-5-1 13-0-8 I 4-5-1 8-7-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(TL) -0.15 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.37 5-6 >414 180 BCLL 0.0 • Rep Stress Incr YES WB 0.32 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:85 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. IMiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer ! Installation guide. REACTIONS. (lb/size) 7=510/0-4-0,5=510/Mechanical Max Horz 7=59(LC 12) Max Uplift 7=-181(LC 8),5=-170(LC 8) FORCES. (lb)-Max.Comp-/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-493/186,1-2=-391/113,2-3=-391/113 BOT CHORD 5-6=-160/333 WEBS 1.6=-152/543,2-6=-282/211,3-5=-446/222 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psh BCDL=5.0pst;h=25ft;B=45tt;L=2411;eave=4l1;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-10-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,,�l1 U U U I Digii, 2)Provide adequate drainage to prevent water ponding. ,,� QV(N Vt- I�� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �r OP• �� j� 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 `e' , •••�G E N s"•.'•1 ■,• will tit between the bottom chord and any other members. V F . • 5)Refer to girder(s)for truss to truss connections. N O 68182 • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=181,5=170. r. * , • • • 7)" Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. = • / * • ■�;:'/.. E OF • .-ii1,,ONA'�,,•- • Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekt connectors.this design is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the balking designer must verify the opplicabliy of design parameters and properly Incorporate this design Into the overall bolding design. Bracing Indicated Is to prevent buckling of indNidual truss web and/or chord members only. Additional temporary and permanent tracing MiTek• Is always rectrred 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/iPI I Quality Criteria,D5B•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalabio from Buss Plate Instikrte.218 N.lee Street,Suite 312,AlexandrIa-VA 22314. Tampa,FL 33610 Job ITruss Truss Type Qty Ply 18087046 904110 1T51 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:44 2016 Page 1 ID:WccG8uC_ppF7oCIwtW 7En4ztW r7-EVdpBWGflSAsdzgt3bljbObl7M016olfQQVmdCzjWtT 6-6-4 13-0-8 I I 6-6-4 6-6-4 3x4= 2x4 II 3x4= Scale.1:35.0 1 7 2 8 3 El D . • . ® 5 4 6 2x4 I 3x8= 2x4 II 6-6-4 13-0-8 I 6.6-4 6-6-4 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lot) Vdefl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.10 4-5 >999 180 BCLL 0.0 ' Rep Stress Inc/ YES WB 0.28 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:86 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 6=510/0-4-0,4=510/Mechanical Max Uplift 6=-214(LC 8),4=214(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-455/238,1-2=-353/148,2-3=-353/148,3-4=-455/238 WEBS 1-5=-189/451,2-5=-450/330,3-5=-189/451 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsi;BCDL=5.0ps1;h=25ft;B=45tt;L=241t;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extenor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-10-12 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 psi bottom chord live load nonconcurrent with any other live loads. `,0%111111 il/I� 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 ,`0� Qv I)N v.. �I,, will fit between the bottom chord and any other members. %• or • ZF .jam 5)Refer to girder(s)for truss to truss connections. `�� , .••�G E N S+•• i' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) : V F•••• •• 6.214,4=214. No 68182 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. _ *i�r •* = cl• .',,. E OF ' �� #0,', rt9• O R ,OP ��; ..,I,',,ON Al-, �0s- Joaquin Velez PE No.68162 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 1 ■ I 0 WARNING-Vitrify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. j Design valid for use only wilts Mktektk)connectors.this design is based only upon parameters shown.and is to an k'rlMdual building component.not l Mil a truss system.Before use,the bulking designer must verify the applicability of design parameters and property incorp rato this design Into the overall bulling 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/rPtl Quality Criteria,OS8-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdki le from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria-VA 22314. Tampa,FL 33610 I�Job ;Truss Truss Type Oty Ply T8087047�9041T0 1752 ROOF SPECIAL GIRDER— — 1 5 Job Reference(optional) ([�—Building Component Supply.Jacksonville.Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Mon Feb 22 08:54:59 2016 Page 1 ID:WccG8uC_ppF7oCIwtW 7En4ztW r7-j LTIPIkLSh09ihEZJ ILtggxAwuRTFp?bjFBrVdzietA 4-8-12 9-3-12 14-0-0 18-4-0 22.1-5 25-10-11 29-11-8 I 4-8-12 i 4-7-0 I 4-8-4 I 4-4-0 3-9-5 3-9-5 I 4.0.13 Scale=1:51.0 4x5= 2x4 I 4x10= 3x6= 4x6= 2x4 II 1 2 3 4 19 5 20 6 CI iii ICE FYI . 4x10= 2x4 I 54,= \,,A \-1 2-1-- , 7x10= 8 9 10 c6 IND Mil iii, CI III , y� r § 22 23 17 24 25 16 26 27 28 15 29 30 31 14 32 33 34 13 35 36 12 37 38 E 18 3x4 I I 5x8= 3x6 II 10x14 MT2OHS= 8x10= 3x6 I 6x12= 3x4 I I 4.8.12 9-3.12 14-0-0 18-4-0 22-1-5 25-10-11 29-11-8 4-8-12 4-7-0 4-8-4 I 4-4-0 I 3-9-5 I 3-9-5 { 4-0-13 Plate Offsets(X,Y)-- (1:0-2-8,0-1-12],(5:0-2-8,0-1-12],[7:0-6-0,0-2-8),[8:0-3-12,0-1-8],[10:0-2-0,0-2-8],[11:0-2-4,0-1-4112:0-6-0,0-3-4[14:0.5-0,0-6-4],[15:0-7-0,0-6-0), [18:0-2-4,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.36 14 >991 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.96 I Vert(TL) -0.80 14 >445 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.94 Horz(TL) 0.07 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.27 14 >999 240 Weight:1300 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, 7-10:2x6 SP No.2 except end verticals. BOT CHORD 2x8 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 11-15:2x8 SP SS WEBS 2x4 SP No.3*Except* 2-17,3-16,5-15:2x4 SP No.2,7-15:2x6 SP No.2 8-14,10-12:2x4 SP No.1 REACTIONS. (lb/size) 18=6636/0-4-0 (min.0-1-9),11=7084/0-5-8 (min.0-1-13) Max Horz 18=220(LC 8) Max Uplift 18=-1719(LC 4),11_1480(LC 5) Max Gray 18=6636(LC 1),11=7645(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-6323/1605,1-2.4685/1174,2-3=-4685/1174,3-4=-10951/2373,4-19=-10951/2373, 5-19=-10951/2373,7.14=-2344/731,7-8=-39988/8300,8-21=-14828/2934, 9-21=-14828/2934,9-10=-14828/2934,10-11=-6959/1411 BOT CHORD 17-24=-2049/8326,24-25=-2049/8326,16-25=-2049/8326,16-26=-2049/8326, III 111111, 26-27=-2049/8326,27-28=-2049/8326,15-28=-2049/8326,15-29=-8281/39972, `,�� Qv][�] 1, . 29-30=-8281/39972,30-31=-8281/39972,14-31=-8281/39972,14-32=-5791/28554, N• Q P clF e, 32-33=-5791/28554,33-34=-5791/28554,13-34=-5791/28554,13-35=-5791/28554, ,.• ,•••' c ENS , i� 35-36=-5791/28554,12-36=-5791/28554,12-37=-69/346,37-38=-69/346,11-38=-69/346 ♦ V F•••• e 0. WEBS 1-17=-1920/7674,2-17=-543/198,3-17=-5997/1241,3-16=-238/918,3.15=-793/4527, NO 681 82 5-15=-2343/10831,5-7=-15513/3406,7-15=-31118/6199,8-14=-2815/12821, 8-13=-379/2606,8-12=-15208/3166,9-12=-327/186,10-12=-3152/15936 *: F * •NOTES- �-0 It.% / * :CC+ 1)5-ply truss to be connected together with 10d(0.131"x3")nails as follows: . ' E O F : IQ+ Top chords connected as follows:2x4-2 rows staggered at 0-4-0 oc,2x6-2 rows staggered at 0-7-0 oc. - <4 . Bottom chords connected as follows:2x8-2 rows staggered at 0-4-0 oc. P Z Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ,,0�••+. ,• O R 1 •-`�.\ Attach TC&BC w/1/2'diem.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. /14;10N' A1-�\�� 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 1111111 tt ��, 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=3.0psh h=25ft B=45ft;L=30ft eave=4tt;Cat. Joaquin Vetez PE No.68182 II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 Wok USA,Inc.FL Cert 6634 4)Provide adequate drainage to prevent water ponding. 6904 Parke East Blvd.Tampa FL 33610 5)All plates are MT20 plates unless otherwise indicated. Date: 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. February 22,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE MI1-7473 rev.1003/2015 BEFORE USE. Design valid for use only viral Mnekm connectors.Ills 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 applicability of design parameters and properly Incorporate flits design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.!additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal!ritzy and properly damage. for general guldace regarding the lab ilcatton,storage,delivery.erection and bracing of trusses and truss systern4 seeANSI/1Pl1 QualIy Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute.,,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type - iQty 1131Y e Taoe7o47 904110 T52 ROOF SPECIAL GIRDER 1 5 Job Reference(optional)._ Building Component Supply.Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries.Inc. Mon Feb 22 08:54:59 2016 Page 2 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-j LTIPIkLShO9ihEZJI LtggxAwuRTFp?bjFBrVdzietA NOTES- 7)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1719 lb uplift at joint 18 and 1480 lb uplift at joint 11. 9)Load case(s)1,2,12 has/have been modified.Building designer must review loads to verity that they are correct for the intended use of this truss. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Use USP THDH26-2(With 16d nails into Girder&16d nails into Truss)or equivalent at 13-2-0 from the left end to connect truss(es)FG01 (2 ply 2x4 SP)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)"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. 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5369 lb down and 862 lb up at 18-6-0,330 lb down and 193 lb up at 1-11-4,330 lb down and 185 lb up at 3-11-4,330 lb down and 166 lb up at 5-11-4,330 lb down and 142 lb up at 7-11-4,330 lb down and 116 lb up at 9-11-4,330 lb down and 144 lb up at 11-11-4,330 lb down and 168 lb up at 13-11-4,328 lb down at 15-1-4,330 lb down and 193 lb up at 15-11-4,328 lb down at 17-1-4,330 lb down and 193 lb up at 17-11-4,328 lb down at 19-1-4,328 lb down at 21-1-4,328 lb down at 23-1-4,328 lb down at 25-1-4,and 328 lb down at 27-1-4,and 331 lb down at 29-1-4 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=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-110,7-10=-110,11-18=-20 Concentrated Loads(lb) Veil:18=-1(F)14=-330(F)15=-330(F)22=-330(F)23=-330(F)24=-330(F)25=-330(F)26=-330(F)27=-330(F)28=-923(B)29=-75(8)30=-330(F)31=-75(B) 32=-5369(F)33=-75(B)34=-75(B)35=-75(B)36=-75(B)37=-75(B)38=-78(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-90,7-10=-90,11-18=-20 Concentrated Loads(lb) Vert:18=-1(F)14=-286(F)15=-286(F)22=-286(F)23=-286(F)24=-286(F)25=-286(F)26=-286(F)27=-286(F)28=-844(B)29=-264(B)30=-286(F)31=-264(8) 32=-5206(F)33=-264(B)34=-264(B)35=-264(B)36=-264(B)37=-264(B)38=-267(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-6=-30,7-10=-30,11-18=-20 Concentrated Loads(lb) Vert:18=-1(F)14=-155(F)15=-155(F)22=-155(F)23=-155(F)24=-155(F)25=-155(F)26=-155(F)27=-155(F)28=-610(6)29=-328(B)30=-155(F)31=-328(8) 32=-3064(F)33=-328(B)34=-328(B)35=-328(B)36=-328(B)37=-328(B)38=-331(B) 4 • Q WARNING-Verily design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGE M/I.7473 rev.10/D3/201b BEFORE USE. l Design valid for use only with trlileke connectors.This design Is based only urxxr parameters shown.and Is for an Yxilvtdual building component,not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly incorporate this design into the overall bulking design. Bracing Indicated is to prevent buckling of indivkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always requked for stability and to prevent collapse with possible personal Inlay and property damage. For general guid nce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallatde horn truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Qty 1 Ply T8087048 9041T0 ;T53 Common Supported Gable 1 I 1 I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:48 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-7GtJztJAMJg16a8e1 Rqf IEl3_gr2dj FL2T_mzzj W tP 8-10-5 18.0.11 I 8-10-5 9-2-6 4x5= Scale:114•=1' 8 n 8.00 9 ii iii . 12 13 3 r : 14 1 2 15 r illi 11I: 1,1 31 30 29 28 27 26 25 24 23 2221 20 19 18 17 16 3x6= 18-0-11 18-0-11 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a - rVa 999 BCLL 0.0 * Rep Stress Incr YES WB 0.25 Horz(TL) 0.00 16 n/a n/a BCDL 10.0 Code FBC2014/TP12007 1 (Matrix) I Weight:146 lb FT=20% 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. • REACTIONS. All bearings 18-0-11. (lb)- Max Horz 31=168(LC 11) Max Uplift All uplift 100 lb or less at joint(s)25,26,27,28,29,23,22,20,19,18 except 31=-228(LC 10), 16=-169(LC 11),30=-185(LC 11),17=-132(LC 10) Max Gray All reactions 250 lb or less at joint(s)16,24,25,26,27,28,29,23,22,20,19,18,17 except 31=251(LC 11),30=273(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-223/261,7-8=-251/296,8-9=-251/296,9-10=-223/261 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psh BCDL=5.0psf;h=251t;B=45ft;L=24ft;eave=2ft Cat. `,111111111/1,. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 8-10-5,Corner(3)8-10-5 %0S Qt,1N VF Its to 11-10-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,..• -()P 4 , ,,�• 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 `�� - .• ,G E•N S•• ■i Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. • V F•••• �� 4)All plates are 2x4 MT20 unless otherwise indicated. NO 68182• 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. 7. / 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 13;1 ' / :X 9)•This Miss 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 ■ • E OF : W will fit between the bottom chord and any other members. ** 0• .�• i 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)25,26,27,28, .■ • '4 Q;••., �z•29,23,22,20,19,18 except Qt=1b)31=228,16=169,30=185,17=132. -,• • •O R .•• `�? %•�• 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. itt''�O N AL C %0%`* �i//11111111- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 1 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/201S BEFORE USE. 1 mil. Design valid for use only with MITeka con rrectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applcabllty of design parameters and properly incorporate this design Into the overall building design. &acing 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 Maly and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,036-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T8087049 9041T0 T54 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:49 2016 Page 1 ID:WccG8uC__ppF7oCIwtW 7En4ztW r7-bTQi BDKo7do9jkjgs9LuISI7SN60n380aiDXIQzj W tO 7-2-3 9.0.8 I 7-2-3 ' 1-10-6 ' Scale=1:51.4 4x5= 2 3x4 8.0 7 rb •-1_ • 6 5 4 2x4 II 3x8-- 2x4 II I 7-2-3 9-0-8 i 7.2.3 1.10-6 Plate Offsets(X,Y)— (1:0-2-0,0-1-8],[3:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. ,r DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 1 Vert(LL) -0.06 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.16 5-6 >650 180 BCLL 0.0 • Rep Stress Ina YES WB 0.30 Horz(TL) -0.00 4 rVa n/a BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:76 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. 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=350/Mechanical,4=350/Mechanical Max Horz 6=145(LC 12) Max Uplift 6=-11(LC 12),4=-173(LC 12) Max Gray 6=350(LC 1),4=363(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. • TOP CHORD 1-6=-284/73,3-4=-474/211 WEBS 2-5=-262/221,3-5=-212/458 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=45f1;L=24ff eave=off Cat. ``,s%I 1111g///, II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-12 to 3-7-12,Interior(1)3-7-12 to 7-8-3,Exterior(2)7-8-3 ,`0� QUIN VF t to 9-4-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •% OP` <F •j 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� S .••�Ci E N s•• ''' 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 : . \. F.••, 0 •will fit between the bottom chord and any other members. NO 681 82 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)6 except(jt=Ib) / 4=173. / * • .. 7)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. '0• r ,IZ '/.. E OF J •, : ' O /.1 ,ON Al_l `o• Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 my.10/03/1015 BEFORE USE. • Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an individual txuidirtg component,not a truss system.Before use,the braiding designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gukicnce regarding the kslxk:afkxn,storage,delivery,erection and bracing of tr sses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Inns Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 i Job Truss Truss Type Qty Ply T8087050 9041T0 155 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 S Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:50 2016 Page 1 ID:WccG8uC_ppF7oCIwtW7En4ztWr7.31 40ZKOuwwOLulOQss7glrlonRHWXAXoMy4rszjWtN Q 10- 7.2.2 9-0.8 0.10-3 6-3-14 ' 1-10-6 Scale=1:51.4 4x5= 4 3x4.- 8.00 TIF el� - 9 4x5 3x5=2x4 471 1 Ilan in mo (IS 4, B 7 6 2x4 11 3x8_ 2x4 II 7-2-2 , 9-0.8 1 7-2-2 1-10-6 i Plate Offsets(X,Y)-- 13:0-2-4.0-2-41,(5:0-1-12.0-1-81 l LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.16 7-8 >666 180 BCLL 0.0 * Rep Stress Incr YES WB 0.25 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:77 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'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-8:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 8=350/Mechanical,6=350/Mechanical Max Horz 8=125(LC 12) Max Uplift 8=-19(LC 12),6=-165(LC 12) Max Gray 8=350(LC 1),6=360(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-8=-282/84,1-2=-398/556,2-3=-651/371,5-6=-461/200 BOT CHORD 7-8=-227/264 WEBS 5-7=-188/427 NOTES- 1)Unbalanced roof live loads have been considered for this design. `0011111//II. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=24ft;eave=oft;Cat. ,,•t QUIN 't 'I,, II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-12 to 1-4-13,Interior(1)1-4-13 to 7-8-2,Exterior(2)7-8-2 ,� QP• �� ed. to 9-4-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� , •••\C E•N,s � 3)Provide adequate drainage to prevent water ponding. •• V F•••. '. 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 No 68182 • will fit between the bottom chord and any other members. *:• ' * ••* 6)Refer to girder(s)for truss to truss connections. •• : / i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) :-0, r :c 6=165. • • •. ,:- • E OF ::14/Z: 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used In the analysis and design of this truss. - Q j� •4/ 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. °i, Ir r•........Q•,•' \ �: O R 1 C?%,,,,,; f-i.',-O N A;�``s% Joaquin Velez PE No.68182 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 __ 0 WARNING..Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.IO,V32015 BEFORE USE. Design valid for use only wIth MITek@ connectors.!Ns design is based only upon parameters shown,a d Is for<xi kWlvidual building component,not a truss system.Before use.the building designer must verify the ap plicabnty of design parameters and properly YaoiFx,ate this design into the overall building design. Bradng indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' k always required for stability and to prevent collapse with possible personal hits),and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see,ANSt/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from buss Plate Institute,218 N.lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T8087051 9041T0 T56 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:51 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-XrYScvL2fE21z2tD_ZNM NtNTKBnW F_Nh1 OieNlzj W tM I 2-4-5 7-2-2 . 9-0-8 I 2-4-5 4-9-14 ' 1-10-6 Scale=1:51.4 4x5= 4 3x4-' 8.00 12 -,� 7 9 2x4 I 4x5 1 i 1I 3x4= ss •rb ja I 1 1 s 7 6 2x4 H 3x8=- 2x4 II 7-2-2 9-0-8 i 7-2-2 } 1-10-6 Plate Offsets(X,Y)-- F3:0-2-4,0-2-81,15:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.06 7-8 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.16 7-8 >666 180 1I BCLL 0.0 • Rep Stress lncr YES WB 0.26 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) ( Weight:81 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`Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-8:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=350/Mechanical,6=350/Mechanical Max Horz 8=84(LC 12) Max Uplift 8.50(LC 8),6=-146(LC 12) Max Gray 8=350(LC 1),6=353(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-8=-282/136,2-3=-284/107,5-6=-436/180 WEBS 5-7=-175/407 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=24th eave=4ft;Cat. otti11111.1. 7 II;Exp C;-8-2210 9 4-12 zone;C-C for members(directional) nd forces&MW RS forlreactions 2-10-13, DOL 2-10-13 to 7-8-2, plate grip DOL 1 60or(2) ,.``OPQV'�J V�< �•,, 3)Provide adequate drainage to prevent water ponding. .. , ••(',E N 1 i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� •••V\ SF•••• °0 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 N 0 681 82 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)8 except(jt=lb) r / * • „,. 6=146. .-'t,� r :CC 8)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. - • •' •. . ' E O F 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. - 0 1 <(/:• 1,''"0NA�E0s- Joaquin Velez PE No.68182 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE Not Design valid for use only with Milek'ta connectors.This design Is t xisect only upon parameters shown,and Is to an IndtvWUal bulding component.not a truss system.Before use,the building designer must veiny the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling at Individual truss web and/or chord members only. Additional temporary and permanent bracing MR*" Is always required tot stability and to prevent collapse with possible personal injury and property carnage. For general gukicnce regarding the fabxk:ation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-39 and BCSI Bulding Component 6904 Parke East BNd. Safety Information available from lass Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T8087052 9041T0 T57 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:51 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-XrYScvL2fE2tz2tD_ZNMNtNTiBnUFzDh 1 OieNlzj W tM 3-10-5 7-2-2 9-0-8 3-10-5 3-3-14 1-10-6 Scale=1:51.4 4x5= 4 3x4•: 8.00 12 2x4 I 4x5= I 3x4= - 'Il ��` a i I 8 7 6 2x4 k 3x8= 2x4 II 7-2-2 9-0-8 7-2-2 i 1-10-6 i Plate Offsets(X,Y)-- 13:0-2.0,0-2-81,15:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Doc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(TL) -0.06 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.16 7-8 >655 180 BCLL 0.0 • Rep Stress Incr YES WB 0.27 Horz(TL) 0.00 6 rVa rVa BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:85 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. i MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 8=350/Mechanical,6=350/Mechanical Max Horz 8=-48(LC 10) Max Uplift 8=-96(LC 8),6—122(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-8=-283/177,5-6=-401/158 WEBS 5-7=-160/373 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=25f1;B=45ft;L=24f1;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-12 to 3-7-12,Interior(1)3-7-12 to 7-8-2,Exterior(2)7-8-2 `,101111111i to 9-4-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,�� QV I N VF /// 3)Provide adequate drainage to prevent water ponding. %• OP 4. e, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� , ..'\c E N S•• c" •.• 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 , •' \. t ' .•• 0 will fit between the bottom chord and any other members. NO 68182 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)8 except(jt=lb) f 6=122. / i * • .. 8)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 7-fly/ r :X 9)Graphical punka representation does not depict the size or the orientation of the punka along the top and/or bottom chord. • . E O F : I[/ - o 4/. //,�1ONA�E�.�`�� Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: f February 22,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.1(M3/2015 BEFORE USE. I , Design valid for use only with MITekSD connectors.Ids design is based only upon parameters shown.and is for an individual building component,not �� a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorrxmate this design into the overall building design. Bracing Indicated Is to prevent buckting of individual truss web and/or chord members only. Additional tomporary and permanent nut bra cing MiTek' Is always required for stablity and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication.storage,delivery,erection and bradng 01 tr ssesand truss systems.seeANS11PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from lass Plate institute.218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T8087053 9041T0 T58 Roof Special 11 1 l Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:52 2016 Page 1 I D:W ccGBuC_ppF7oCIwtW 7En4ztW r7-?16gpFMgQYAkaCSPXHvbw4wgPb7j_PIgGfRBVIzjW tL 5-2-7 + 7-2-2 9-0-8 5.2.7 I-11-11 1-10-6 Scale=1:51.4 4x5= 4 __ 3x4 2x4 I 8.00 12 4x`' 1 T 3x4/ .0.44144141 ,� rte B 7 6 2x4 II 3x8= 2x4 II • 7-2-2 , 9-0-8 7-2-2 ' 1-10-6 Plate Offsets(X,Y)-- (3:0-2-8,0-1-8),(5:0-1-12,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.16 7-8 >648 180 BCLL 0.0 • Rep Stress Ina YES WB 0.28 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:88 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=350/Mechanical,6=350/Mechanical Max Horz 8=-35(LC 10) Max Uplift 8=-131(LC 8),6.96(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-8=-285/208,5-6=-378/123 WEBS 5-7=-116/362 NOTES- 1)Unbalanced root 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.Opsh h=25ft;B=45ft;L=24ft;eave=4tt;Cat. • II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-12 to 3-7-12,Interior(1)3-7-12 to 7-8-2,Exterior(2)7-8-2 ,,001111/111�, ■ to 9-4-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,O� QV N VE I,, • 3)Provide adequate drainage to prevent water ponding. •N rP• 4� �• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� , •••,G E N,.•• C� �i� , 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 •• Ne F•.•• • will fit between the bottom chord and any other members. No 6 81$2 • �_ 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 except(jt=1b) •• 8=131. — / 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '0;/ r / :Cr 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. . a F r'(/ le,�;pNA, `0- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 ■ 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rov.10403/1015 BEFORE USE. I NOM. Design valid for use only with Mlteke connectors.This design Is based only upon parameters stwvm.and Is for an Individual(adding component.not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly Incorporate this design into the overall balding design. Bracing Indicated Is to prevent buckling 01 Individual truss web and/or chord members only. Addliorxl temporary and permanent bracing NTek• Is always required for stability and to prevent collapse with possible personal loftily and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.see-ANSI/TPI I Quality CrBeda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sanity Information available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 72314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T8087054 9041TO T59 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 S Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:53 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-TEgC 1 bN IBrIaCM0b5_QgSISnV?Tyjsl_UJ BI RBzj W tK 3.8.7 7-2.2 9-0-8 3-8-7 i 3-5-11 1 1-10-6 Scale=1:51.4 4x5= 4 3x4 8.00 12 S. 5 1 1. 2x4 I' 4x5= i 3x4= g r. rb ( d, 8 7 6 2x4 I- 3x8_ 2 x 4 1 1 7-2-2 I 9-0-8 I 7-2-2 1-10-6 Plate Offsets(X,Y)-- 13:0-2-4,0-2-8],15:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.16 7-8 >656 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.26 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) Weight:84 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. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=350/Mechanical,6=350/Mechanical Max Horz 8=-49(LC 10) Max Uplift 8=-92(LC 8),6=-124(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-8=-283/174,5-6=-405/159 WEBS 5-7=-160/378 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=5.0psh h=25ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-12 to 3-7-12,Interior(1)3-7-12 to 7-8-2,Exterior(2)7-8-2 ``111111111/// to 9-4-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 %Ot GUI V'N /,, 3)Provide adequate drainage to prevent water ponding. •$ Or• �' _, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4* , ,••\G E N •••. '' ` 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 ; •• \.- ' •• 0 •will fit between the bottom chord and any other members. : No 0 681 82 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)8 except(jt=lb) 6=124. • i< 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .'0�/ r I :X 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. E OF : 14/:: .,ii,,,O N A' 1,`�%.• Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 11 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10032015 BEFORE USE Design valid for use only with Mltekd9 connectors.this design Is based only upon parameters shown,and Is for an kxdhrld al building component-not 11111 a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall buidi ng design. Bracing 6Wlcated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary end permanent txacing MiTek• Is always required for stability and to prevent coNapse with possible personal injury,and properly damage. For general guidance regardtrng the tatxlcatk,n,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job rTruss Truss Type Qty Ply T8087055 9041T0 T60 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 S Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:54 2016 Page 1 ID:WccG8uC_ppF7oCIwtW 7En4ztW r7-yQE bExOwx9ORgVbofix3?V?zLOpDSK67jzwl.dzj W tJ 2-2-7 7-2-2 9-0-8 1 2-2-7 4-11-11 1-10-6 Scale=1:51.4 4x5= 4 3x4 8.00 12 �� J = 9 3x4= 7 6 2x4 I I 3x6= 2x4 II 7-2-2 9-0-8 7-2-2 i 1-10-6 Plate Offsets(X,Y)-- 13:0-2.4,0-2-8),15:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Udefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.16 7-8 >666 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.26 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/rPI2007 (Matrix-M) Weight:81 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'Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-8:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 8=350/Mechanical,6=350/Mechanical Max Horz 8=88(LC 12) Max Uplift 8=-44(LC 8),6=-148(LC 12) Max Gray 8=350(LC 1),6=354(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-8=-282/130,2-3=-302/118,5-6=-439/182 WEBS 5.7=-177/409 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=25th B=45ft;L=2411;eave=4ft;Cat. ,,1%%11111/////' II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-12 to 2-8-15,Interior(1)2-8-15 to 7-8-2,Exterior(2)7-8-2 `,0� QU N VF I,. to 9-4-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� or ($. ej 3)Provide adequate drainage to prevent water ponding. ,�' , ..*\Q E Ns' c. '"� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . v F•••. 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. *: t N O 681 82 •• r. '* 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) - r 6=148. -o/ r :X r i 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • E O F ' 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. - Q• . .44/• 1,1,40NA�r-00. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 A Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03r2015 BEFORE USE. 1111 Design valid for use only with Milekto connectors.This design is used only upon par®neters shown,and Is for an Indlvkkral building component,not a truss system.Before use,the building deskmer must verify the alplicsLAlty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling or Individual hiss web and/or chord members oily. Additional temporary and permanent bracing MiTek' Is always required for stabllty and to prevent collapse with possible personal Injury and property damage. For general guldmce regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seOANSVTPI I Quality CMINIG,DSB49 and SCSI Buadirg Component 6904 Parke East Blvd. Safety Informatton available from truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T8087056' 9041T0 161 'Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:55 2016 Page 1 ID:WccG8uC_ppF7oCIwtW 7En4ztW r7-QCOZRHOZITYI RfA__D PSIXJY8xo9QBmdHydgrW 3zj W tl 0-8-7 7-2-2 9-0-8 0-8.7 6-5-11 I 1-10-6 ' Scale=1:51.4 4x5= 2 3x4* 8.00(12 -'� 8 7 4x5 Il 1 1 '$ 67)K, 6 5 4 2x4 II 3x8= 2x4 II 7-2-2 9-0-8 { 7-2-2 I 1-10-6 I Plate Offsets(X,Y)-- [1:0-2.0,0-1-81,[3:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.06 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.16 5-6 >650 180 BCLL 0.0 • Rep Stress lncr YES WB 0.30 Horz(TL) -0.00 4 n/a rVa BCDL 10.0 I Code FBC2014/TPI2007 i (Matrix-M) 1 Weight:76 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 6=350/Mechanical,4=350/Mechanical Max Horz 6=145(LC 12) Max Uplift 6=-11(LC 12),4=-173(LC 12) Max Gray 6=350(LC 1),4=363(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 1-6=-284/73,3-4=-474/211 WEBS 2-5=-262/221,3-5=-212/458 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45th L=24ft;eave=4ft;Cat. ,x%1111111/// II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-12 to 3-7-12,Interior(1)3-7-12 to 7-8-2,Exterior(2)7-8-2 `N•% QUIN vr-""i to 9-4-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 %• oP` . % e 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� , ,•'�C E N s•• . 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 ; •• V F•••, will fit between the bottom chord and any other members. : No 68182 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)6 except(jt=lb) _ *:• • 4=173. = : r / / * . ... 7)"Semi-rigid pitchbreaks including heels'Member end fixity model was used In the analysis and design of this truss. :-0,17 X • • /,.. • E OF .,1,/,,ONA'r- .0 ■ Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 118.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.this design Is based only upon parameters shown,and Is tor an individual Wilding 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 tracing MiTek' is always required for stability and to prevent collapse with possible personal inlay and property damage. for general guidance regarding the fabrlcatkrn,storage.delivery,erection and bracing of trusses and truss systems,soaANSI/1PI1 Quality Criteria,DSB-89 and BCSI Bulldtng 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 I Truss Truss Type I Qty Ply i T8087057 9041T0 T62 Roof Special Girder 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:57 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7En4ztW r7-M?vjsyQpE4o0hzKMKgUmd8dX9coyf W nZPx9ybyzj W tG 2-0-12 i 5-8-6 l 9-8-0 13-10-4 I 17-4-3 l 23-9-2 i 29-11-8 2-0-12 3-7-10 3-11-10 4-2-4 3-5-15 6-4-15 6-2.6 Scale=1:52.9 455= 6.00 I 12 4 n 3x4 3x6 3 I 5 3,8= 4x5= 10x14= NAILED 1 4x6= 4x10= ' _ 6 NAILED 7 NAILED NAILED 8 11 Y ,� a 66 nr r nn 21 22 23 24 25 26 27 28 =' 16 15 14 13 12 11 10 9 3x4 I 4x5- 4x5= 4x10= 8x10= 4x6= NAILED 4x10= NAILED NAILED 4x5 :I Special NAILED rP 1¢O 7,18-1-1 1 6-12 26-6-0 3-7-10 I 3-11-10 0-7-0 13-10-4 ' 3.5.15 16.64 5.8-1 I 6.2.6 I 0-2-13 Plate Offsets(X,Y)-- [5:0-2-4,0-1-81,[6:0-1-12,0-3-01,[7:0-2-0,0-2-01,f9:Edge,0-3-81,110:0-3-4,0-2-01,[11:0-2-0,0-2-01,112:0-5-0,0-6-01,[16:0-2-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ; TC 0.50 Vert(LL) -0.28 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 ! BC 0.50 Vert(TL) -0.70 10-11 >509 180 BCLL 0.0 • Rep Stress Incr NO WB 0.90 Horz(TL) 0.06 9 n/a rVa BCDL 10.0 Code FBC2014/fPI2007 (Matrix-M) Weight:702 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, 6-8:2x6 SP No.2 except end verticals. BOT CHORD 2x8 SP No.2'Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9-12:2x8 SP SS . WEBS 2x4 SP No.3"Except" . 8-10:2x4 SP No.2 REACTIONS. (lb/size) 16=4190/0-4-0,9=3965/0-5-8 Max Horz 16=-102(LC 23) Max Uplift 16=-749(LC 8),9=-709(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-3952/707,1-2=-2668/468,2-3=-5144/972,3-4=-5335/1050,4-5=-5345/1050, 5-6.9603/1572,6-7=-17452/2472,7-8=-11842/1912,8-9=-3728/682 BOT CHORD 14-15.476/2869,13-14=-798/4580,12-13=-1324/8385,11-12=-2428/17542, 10-11=-1912/11842,9-10=-81/371 WEBS 1-15=-817/4660,2-15=-3625/737,2-14=-397/2109,3-14=-528/151,3-13=-126/378, 4-13=-817/4488,5-13.5251/779,5-12=-640/5369,6-12=-10201/1204,7-11=-575/5883, ,111111111// 7-10=-3023/608,8-10=-1911/11969,6-11=-122/1097 ,,�OP01}IN. VFW �10,•NOTES- ,�� , .•"�G E 111 S 0i 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: •• V, F•••• • Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x8-3 rows staggered at 0-4-0 oc. N O 681 82 • 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 root live loads have been considered for this design. • • E O F .• 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=301t;eave=oft;Cat. i O• , '" II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 °■ ••4 O V"..*.. ■ 5)Provide adequate drainage to prevent water ponding. i� .•0 A 1, f� �� 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 ',,,'O N A; �� 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 joints)except(jt=lb) Joaquin Velez PE No.68182 16=749,9=709. MiTek USA,Inc.FL Cert 6634 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6904 Parke East Blvd.Tampa ft 33610 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. Date: February 22,2016 0 WARNVJG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/7-7473 rev.10iO3/2015 BEFORE USE. Design valid for use only with MliekS connectors.This design is based only upon parameters shown.and Is for an Individual balding component-not a truss system.Before use,the bulling designer must verify the applk:abilN of design parameters and properly Incorporate this design Into the overall bulking design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Addlttorxtl temporary and permanent L racing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the falxtcation.storage,delivery.erection and tracing of Busses and Buss systems,seeANSI/TPtl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from truss Plate Institute,218 N.lee Street.Suite 312.Alexa ckk,,VA 22314. Tampa.FL 33610 Job )Truss Truss Type Qty Ply Ii T8087057, 9041T0 1762 Roof Special Girder 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:57 2016 Page 2 ID:WccG8uC_ppF7oCIwtW 7En4ztW r7-M?vjsyQpE4o0hzKMKgUmd8dX9coyf W nZPx9ybyzj W tG NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)330 lb down and 31 lb up at 1-11-4,330 lb down and 39 lb up at 3-11-4,330 lb down and 701b up at 5-11-4,330 lb down and 116 lb up at 7-11-4,330 lb down and 151 lb up at 9-11-4,330 lb down and 112 lb up at 11-11-4,330 lb down and 64 lb up at 13-11-4,330 lb down and 31 lb up at 15-11-4,and 330 lb down and 31 lb up at 17-11-4,and 2874 lb down and 65 lb up at 18-6-0 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(pit) Vert:1-2=-60,2-4=-60,4-6=-60,6-8=-60,9-16=-20 Concentrated Loads(lb) Vert:12=-330(B)15=-330(B)14=-330(B)13=-330(B)11=-330(B)7=-50(F)10=-25(F)17=-50(F)19=-50(F)20=-50(F)21=-330(B)22=-330(B)23=-330(B) • 24=-330(B)25=-2511(8)26=-25(F)27=-25(F)28=-25(F) • • • 0 WARNING-Verify design dominators and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE M/1-7473 ow.10/03/2015 BEFORE USE. Design valid for use only with Mifeku connectors.This design Is based only upon parameters shown,and Is for an Individual building ng component,not a truss system.Before use,the bulking designer must verify the appllca ilfy of design parameters and properly incorporate Inls design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible.personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Qualify Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdiabie from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply ' T8087058 9041 TO T63 Common Supported Gable 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:11:59 2016 Page 1 ID:WccGBuC_ppF7oCIwtW7En4ztWr7-lO1 UHeR3mh3kwHUISFXEiZiykPah7cHstFe3frzjWtE 9.11.8 I 19.11.0 9-11.8 9-11.8 4x5= Scale=1:40.6 9 I 8 ..... 10 6.00 RI 367 : LI 1137 6 r 12 13 5 14 4 15 3 tE 16 1 2 17 f � r 0 o'' 8 8 v D 9 B 8 l F l fl D E' 7� 1� 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6= 19-11-0 ' 19-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 j Vert(TL) Na - n/a 999 BCLL 0.0 • . Rep Stress Incr YES WB 0.13 Horz(TL) -0.00 18 ria n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:143 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. All bearings 19-11-0. (Ib)- Max Horz 35=-173(LC 10) Max Uplift All uplift 100 lb or less at joint(s)28,29,30,31,32,33,26,24,23,22,21,20 except 35=-242(LC 10),18=-199(LC 11),34.200(LC 11),19=-163(LC 10) Max Gray All reactions 250 lb or less at joint(s)18,27,28,29,30,31,32,33,26,24,23,22,21,20,19 except 35=257(LC 11),34=277(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=-78/256,7-8=-95/303,8-9=-107/334,9-10=-107/327,10-11=-95/295 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)II;Exp C; 7-10; =0.18;MWFRS(direct one)and C-C Corner(3)0-1 12 to 3--3-8,Exterior(2)3-3-8 to 9-1f1-8,Cofine(3)9-11-8 a to %%01%hU N ti., ,,, 12-11-8 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 `• on• <F *,� plate grip DOL=1.60 �..• 'S •••�G E N S••...c • 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 ; •• \. F • Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. : N O 681 Q, 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. * :•t ••* 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. -'0 % - 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • . F �[/ 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 - O:iI,11:";-/P/ <C/will fit between the bottom chord and any other members. �� r 0 P.••��4* 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift at joint(s)28,29,30,31, �� ,. Fi 1 ��,,�11) Semi-rigid pitchbreaks ncluuding eels"IM mber end8fix ty m del2was used n the analysis and design of this truss. N A; ��, Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITekSS connectors.his design B base d only upon parameters shown,and Is for an IndMdual building component,not a truss system.Before use,the building designer must verify the aaprlk:aWtty of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Indivkiucl truss web and/or chord members oNy.Additional l temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal nit,y raid property damage. For general guidance regarding the • fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI I Quaity Cdtwla.DS8-89 and SCSI Building Component 6904 Parke East Blad. Safety Information avaapable from gnus Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Oty Ply i 18087059 9041 TO 764 Common 1 1 ' Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:12:00 2016 Page 1 ID:WccGBuC_ppF7oCIwiW7En4ztWr7-mabsV_ShX?BbYQ3x?y2TEmF2gpjasyb05vNcBHzjWtD 5-1-8 9.11-8 I 14-9-8 l 19-11-0 I 5-1-8 l 4-10-0 4-10-0 5-1-8 4x5- Scale=1:42.0 3 6.00 ir12 11 12 3x5 i 3x5 2 4 * 4:‘,.. 13 10 2x4 11 2x4 II 5 ao•i/r• 7 9 8 6 3x4= -= 3x6 3x4= 9-11.8 { 19-11.0 I 9-11.8 9-11-8 I Plate Offsets(X,Y)-- 16:0-1-8.0-1-81,19:0-1-8.0-1-81 LOADING(psi) SPACING- 2-0-0 I CSI. DEFL. in (lac) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.19 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.47 6-8 >499 180 BCLL 0.0 • Rep Stress Incr YES WB 0.64 Horz(TL) 0.03 6 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:113 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 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=785/0-5-8,6=785/0-5-8 Max Horz 9=192(LC 11) • Max Uplift 9=-206(LC 12),6=-206(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-775/324,3-4=-775/324 BOT CHORD 8-9.282/715,6-8=-269/711 WEBS 3-8=-105/414,2-9=-826/310,4-6=-826/310 NOTES- 1)Unbalanced roof live loads have been considered for this design. • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. X1111111111iii� II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-8,Exterior(2) ,•tt QUIN v 1Ii. 9-11-8 to 12-11-8 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber %�� r- Zk. e, DOL=1.60 plate grip DOL=1.60 �� ••••G E N S•• C" ° 3)This truss has been designed for 10.0 psi bottom chord live load nonconcurrent with any other live loads. •. . V F•••• 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 - NO 68182 • will tit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ... *:• p / * 9=206,6=206. / 6)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 'U� r • t • E OF : 1 P �. �� •s it • O R 1 v.'r-:: '14;0 NA�v-tos% Joaquin Velez PE No.68182 MiTek USA,Inc.FL Celt 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 QWARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE Mq-7473 rev.10N32015 BEFORE USE. Desigr1 valid for use only with Mllek connectors.Iles design Is based only upon paameters shown,and Is for an individual building component.not iln a truss system.Before use,the building designer must verily the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITE** is always required for stability and to prevent collapse with posst le personal Initry and properly damage. I or general guidance regarding the fatxk:atk>n.storage,delivery,erection and bracing of trusses and truss systems.seeANSl/IPI I Quality Criteria,DS8-89 and SCSI Building Component I 6904 Parke East Bid. Safety Information available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type Qty Ply T8087060 904110 T64A Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:12:01 2016 Page 1 ID:WccG8uC_ppF7oCIwtW7En4ztWr7-Em9EiKTJIJJS9ae8ZgZin oDOD3pbPr9KZ7AkjzjWiC 5-1-8 { 9-11-8 14-9-8 19-11-0 5-1-8 4.10-0 4-10-0 5-1-8 4x5= Scale=1:42.0 3 PI 6.00 12 11 12 3x5 i 3x5 4 2 0 .;„ 13 10 . 2x4 I', 2x4 I I 5 1 r R. d Ell . 7 8 9 6 3x4= 3x8= 3x6 3x4= 9.11-8 I 19.11.0 9-11-8 9-11-8 Plate Offsets(X,Y)-- 16:0-1.8,0-1-81,19:0-1.8,0.1-8) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in pc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.19 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.47 6-8 >499 180 BCLL 0.0 • Rep Stress Incr YES WB 0.64 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:113 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 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=785/0-5-8,6=785/Mechanical Max Horz 9=-115(LC 10) Max Uplift 9=-206(LC 12),6=-206(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-775/322,3-4=-775/322 BOT CHORD 8-9=-230/711,6-8=-230/711 WEBS 3-8=-102/414,2-9=-826/303,4-6=-826/303 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25tt;B=45ft;L=2411;eave=41t;Cat. 0I111I111/z, II;Exp to End.,GCpi=0.18; zon C C for e members and forces&MW Exterior(2)0-1-12 to 3-1-12, shown; Interior(1) DOL=11.60 plate grip DOL=1.60) N•N OPQV)N `/.Z .fie' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `.. , .••�G E N S'•• c •'� 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 : •• V F•••. • will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. NO 68182 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • *:• ' 9=206,6=206. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �-0/ 1 ::Cr Z ` .f/.. ' E OF 1" 0 \...\ ‘• ''-11,11111110- N A ,S Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 881.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mlleks connectors.This design is based only upon parameters shown.and Is for an kxflvidkxrl building component.not a toss system.Before use.the building designer roust verify the appllcaWlfy of design parameters and properly kseorpx rate this design into the overall bulking design. Bracing Indicated is to prevent truckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal kllray and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and tnrss systems.seeANSl/IPI l Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Informallon avaltabte from Truss Plate institute,218 N.lee Street.Sllte 312 Nexandrku VA 22314. Tampa.FL 33610 l — Job Truss Truss Type Qty Ply T8087061 904170 1T65 JACK-CLOSED GIRDER 1 1 ' I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:12:01 2016 Page 1 I D:W ccGBuC_ppF7oCIw1W 7En4zIW r7-Em9Ei KTJ UJS9ae8ZgZin_oGpD4jbYa9KZ7Akjzj W tC 4-1-0 I 4-1-0 Scale=1:18.1 4.00 12 2 3 2x4 3x4 1 1_____I 11%111- I- ri : 11111111W■ 7 5 JUS24 6 3x4= 4 2x4 II 4-1.0 I 4-1-0 Plate Offsets(X,Y)-- (5:0-1-8,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.07 5-6 >596 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.19 5-6 >235 180 BOLL 0.0 Rep Stress Ina NO WB 0.02 Horz(TL) -0.00 5 n/a Ilia BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-3-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation guide. . REACTIONS. (lb/size) 6=511/0-5-8,5=558/Mechanical Max Horz 6=53(LC 8) Max Uplift 6=-112(LC 8),5=-185(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=251t;B=45ft;L=241t;eave=41t;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0pst 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. ,`�‘1%1111111/II 4)Refer to girder(s)for truss to truss connections. ,%� r J I N V .//1,,e 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) Ns OP• 4� e 6=112,5=185. ,� .••�cE NS•• ,i 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used In the analysis and design of this truss. •• F•••. i 7)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 2.0-12 from the left end to connect truss(es)to 1 back face of bottom chord. .. *•• No 68182 8)Fill all nail holes where hanger is in contact with lumber. � ' •• 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). / * .. -0•} 'i'� LOAD CASE(S) Standard . "•.ft.. . E OF •: L 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 0 Z Uniform Loads(pit) °• • 4 • Vert:1-2=-60,2-3=-20,4-6=-20 0 ; O R .--N ''..• Concentrated Loads( ) '' E •V '#, O N A� 0 Vert: 765g �� Joaquin Velez PE No.68182 MfFek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING-V. design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.10193/2015 BEFORE USE. Design valkl for use only with Miloks connectors.Ills design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before rise,the building designer must verily the applicability of design parameters and properly bicorporote Mk design Into the overall building design. taadng 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 initay and property damago. for general guidance regarding the 1 fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSt/1P11 Quality Criteria,05849 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type QV Ply 780870621 9041T0 1T66 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:12:02 2016 Page 1 I D:W ccG8uC_ppF7oCIwtW 7E n4ztW r7-jzjcvgUy3c RJnkCK7N4xJBKTKdZYK_IJZDSjGAzj W tB i 2-0-0 I 3-1-4 6-0-0 I 2-0-0 1-1-4 2-10.12 3.00 12 Scale=1:12.9 5 1 4x5= 4x5= 4.00 rii 3 3x4 N 2 4 . a 1 9 '0 )\. N tig 354= NAILED 3x4=7 6 3x5 I I 2-0-0 i 3-1-4 6.0.0 2-0-0 1-1-4 2-10-12 Plate Offsets(X,Y)-- [1:0-1-12.0-2-91 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.01 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.03 7-8 >999 180 • BCLL 0.0 * Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer • Installation guide. REACTIONS. (lb/size) 1=245/0-5.8,5=85/Mechanical,6=158/Mechanical Max Horz 1=57(LC 25) Max Uplift 1=-62(LC 4),5=-54(LC 4),6=-36(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-369/95,3-4=-347/94 BOT CHORD 1-8=-127/336,7.8=-139/333 WEBS 4-7=-359/149 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.Ops1;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);LumberDOL=1.60 plate grip DOL=1.60 ,,,r,1IIIIIIIII,��, 3)Provide adequate drainage to prevent water ponding. s• Qt 1 N v e, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �NN (D 4 4 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 ,' , ,•'�G ENS' �� will fit between the bottom chord and any other members. \' C ••• i 6)Refer to girder(s)for truss to truss connections. • • No 68182 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,6. *•: ' 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / :* •• 9)"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. 1 * 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)18 lb down and 13 lb up at T"17 ' :X 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. • /�. • E O F 111 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). - O 1 • �� LOAD CASE(S) Standard _� • 1)DDeadrmRoodLivei(balanced):Lumber Increase=1.25,Plate Increase=1.25 , ��ti, ONA;S`,,,•Y Vert:1.3=-60,3-4=-60,4-5=-60,6-9=-20 Concentrated Loads(Ib) Joaquin Velez PE No.68182 Vert:8=-11(F)13=-2(F) MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 mil 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03@015 BEFORE USE Design valid for use only with MllekSi connectors.Iris design is txssed only upon rxuarneters shown.and Is for cn individual holding component not a truss system.Before use,the building designer must verily the applicability of design parameters rend 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' B always required for staidly and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DS11-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandda.VA 22314. Tampa.FL 33610 __ . Job Truss Truss Type Qty Ply T8087063 9041T0 T67 Half Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:12:03 2016 Page 1 ID:WccG8uC..ppF7oCIwtW7En4ztWr7-B9H_70VagwZAPunWh5bAsPtbTl Ic3ROSotcGoczjWtA 6-0-0 I 2-0-0 I 4.0-0 I 2.0-0 Scale=1:11.4 4x5= 3.00 li. NAILED NAILED 2 9 3 3x8 II .1 I I I , 1 0 H II iiiii 10 4 5 2x4 II NAILED '/ 3x5 2-0-0 6-0-0 i I 2-0-0 I 4-0-0 Plate Offsets(X,Y)-- 11:0-2-5,0-9.81 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.22 4-5 >323 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.27 4-5 >265 180 BCLL 0.0 • Rep Stress Ina NO WB 0.08 Horz(TL) 0.09 3 n/a rig • BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 ,I MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 I Installation guide. REACTIONS. (lb/size) 3=118/Mechanical,4=128/Mechanical,1=248/0-3-8 Max Horz 1=23(LC 4) Max Uplift 3=-86(LC 4),4=-104(LC 4),1=-i 75(LC 4) Max Gray 3=118(LC 1),4=140(LC 3),1=248(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-379/283 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `001111111/// 3)Provide adequate drainage to prevent water ponding. 01 /NUM VF tit 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S•N Or •.., � ' 'i� 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 ♦� , ••G E N will fit between the bottom chord and any other members. : .. \., SF•••, 'e 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except t=lb N O 681 82 ( Y ) 9P aP 9 P 1 ( ) PG- ) 4=104,1=175. : * r t "..* ••• 8)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 9)"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•/ / :CC 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)25 lb down and 9 lb up at �f,/ E O F .• LUZ • 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ((/ 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). li •.'�1 O R ■eN'i^,..'� : 1))DeDad+REoof)L Live(balanced):Lumber lncrease=1.25,Plate lncrease=1.25 ,' it A)N At-N-0 Uniform Loads(pit) �h/j/1111111%- Vert:1.2=-60,2-3=-60,4-6=-20 Joaquin Velez PE No.68182 Concentrated Loads(Ib) MITek USA,Inc.FL Cert 6634 Vert:5=-14(F)10=-6(F) 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 148.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTelO connectors.Btis design is(based only upon parameters shown,and Is for an Individual bolding component,not ' a truss system.Before use,the articling designer must verify the applicability of design parameters and property 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guider ce redacting the 6904 Parke East Blvd. fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANStIIPI1 Qualify Criteria,DS8-89 and SCSI Building Component Tampa.04 P Parke East 0 Safety Information available from truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA'22314. Job I Truss Truss Type Qty Ply T8087064 9041T0 !T68 Half Hip Girder 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Fri Feb 19 16:12:04 2016 Page 1 I D:W ccGBuC._ppF7oCIwtW 7En4ztW r7-f LgMKMVCbEh1 I2MjEo6PPcQnLQSSovobOXLgK2zjW t9 6-0-0 I 2-0-0 I 4-0-0 I 2.0-0 Scale=1:11.4 NAILED 4x5= NAILED 4.00 12 3 11 4 3x4% — 1 2 IP 1 1 H II 12 5 ♦ 62x4 II NAILED 3x5 I I . 2-0-0 I 6-0-0 1 2-0-0 4-0-0 Plate Offsets(X,Y)-- 11:0-1-12,0-2-91 LOADING(psf) 1 SPACING- 2-0-0 CSI. I DEFL. in (loc) VdelI lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.15 5-6 >491 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(LL) -0.29 5-6 >247 180 BCLL 0.0 • Rep Stress Ina NO i WB 0.05 Horz(TL) 0.13 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 , MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 1=252/0-5-8,4=119/Mechanical,5=132/Mechanical Max Horz 1=28(LC 8) Max Uplift 1=-85(LC 4),4=-85(LC 4),5=-27(LC 4) Max Gray 1=252(LC 1),4=119(LC 1),5=142(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-471/193 WEBS 3-6=-277/152 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.Opsl;h=25ft;B=45ft;L=2411 eave=411;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 `,`11111 I I I S,,,��' 3)Provide adequate drainage to prevent water ponding. `‘� QU IN t/- /j� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� QP k� s� 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 ,�� , •••\G E N S.•. k� will fit between the bottom chord and any other members. \,, 0 0 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5. N O 681 82 8)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. : • •i 9)"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. I t * . "' 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)18 lb down and 24 lb up at :'fl�/ ' :CC 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. '/.. • E OF LU 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). - 0• 4 4/ '' •'.'� • oR �oP'• � ' LOAD CASE(S) Standard ■ ' �� ■ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 1��, )SO N Al-��.�``% Uniform Loads(plf) / ,,,/III I11111� Vert:1-3=-60,3-4=-60,5-7=-20 Concentrated Loads(Ib) Joaquin Velez PE No.68182 Vert:3=-1(B)6=-17(B)11=-1(B)12=-9(B) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 22,2016 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03.12015 BEFORE USE Desilin valid For use only with MITek®connectors.lhls design Is based only upon parameters shown.and Is for an individual twb J din component,not , a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the eves// building design. Bracing Indicated is to prevent budding of Individual truss web and/<r chord members only. Additional temporary and permanent bracing Mifek' Is always required for stability and to prevent collglse with possble personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. krtxk:allon.storage,delivery.erection and tracing of trusses and truss systems,seeANSI/lPl I Quality Criteria,OSB-89 and SCSI Building Component ' Tampa.04 Parke FL East 0 Safety Information available horn truss Plate Institute,218 N.lee Street.Suite 312,Alexadhta,VA 22314. n� z' m D H � y */�• cn cc)C lk D D O Q .. Tv��) '� A X m II ' ' p Z 7 ■oD CC-003 Q D ° 0Q °-cQmo _ oa ° �j �-(D73 D . Z 7 (D pD00n tQO(° o°- KD �p�S � 06� G1 *g -+ j!; n (D5 III Q y 3 K D o 0- �0oQ2_ O•OD -0DO'Qcn a£ v'∎'-' 0v, "'Q 30OQ ° QO a�. 0flyOO Q� 0 2 03000 0_"o n ° 3 Q c 0 Dm m Q � *0 cD oO n �0� O O C (D m D Y' R. 6`Q 0.0 Z c0=- 00. 000.° D 06.* Z OD -• y 0 - O0 (D0 03 K0000.O. 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(0 9 a 6 c 7 p_c 4 a' g 0 7 C O E -pal- .. 3 5 7 O C 0 (-)O m O goo n Q 03 a-S. =H lag G 7 O_n °c� 8'c o So, O� Q 0-0w °,a, o,3 �O g c/' G Q3m ° �y £ m o0 3- a° ¢ aP- 0 ax- • 3 , 6- a-�z. m._ O -e N•�. H mpa m" 7 3+Q acD y aac -0- O£. 3° ea c16? 7 Op- j- D ` / o� �_. c c , 3 ° g0 0 o a� a,N5 m-. 3o Q= <o Q 4c0' °ta (g-O Q 2 a 003 c `D m mQ `am Nm Q° m$() a) £a Duo < y � - m o. oQ m 3 ¢- a 23 °Q Z� 2 z° ° H ma • OC a N•j p.6- QN zx g c0- n ma) -a °(p a> c -'ac 0 •° -2 . Q c CI ]� 7< 'QO u, ?. a °fi �.O �>mm_ �7 �� u,cc W",O �° Q3 ��O LL 0 --� A cp 70 C 5.6 - -.] n? 067 a `G C �\ mo m caD a '5Q n ?Q 30 00 OQ a.? vO 00 OA Om Pt.? -°D 03 (v/' Q c4 " m o £ a ?o o �m a3 °a as �- n 5 0 - ca $ mm (D m (1>F �0 0 o O w $- O (D on c cD S ° �3 �� tQ 0Q ON -.• ° 00 Q 00 vm-t7 alN Cr g i ca � , N o o , . 0 o Do 3 m� 0 E G m 3 -0. a U) I I•■ OFFICE COPY --rye N w ,,. .„n 3503-00 EJ22 it BCS EJ221I I BUILDING OPPONENT SUPPLY, INC. 4627 JP HALL BLVD. SUITE 20B 14111 "11 2,. GREEN COVE SPRINGS, FL 32043 Qq T42p 0: 904.297.9390 1 i2„,, F: 904.529. 1 406 ®� 2. BEARING HEIGHTS 2 I k , 1 g : w I C , 91- 1 1 /811 , 1) ,.r t / EJ16 >, , $ -' / / / /I 101 1 /811 -- EJ16 24000 B "°'° 6-0040 6 4 2,0" _____ X _ 1 2'- i 1 /81I tior 2„„ �'� 20' - 711 ,_ .b 1 k 2.0000 1 —� m EJ16 'kQ 2-0000 1. 1 - EJ16 t § ,, THIS IS A TRUSS PLACEMENT ., $i DIAGRAM ONLY. _ These trusses are designed as 41#1 • 2.00-00 individual building components to be —r incorporated into the building design at _.�.�IS.�.3 the specification of the building $ z designer. See individual design sheets Al for each truss design identified on the ice, I, �� placement drawing. The building ��`' _ designer is responsible for temporary , F and permanent bracing of the roof and 1 1 floor system and for the overall 1 `a ” UNG11 structure.The design of the truss■ support structure including headers, ��..��„�..'+ , beams,walls, and columns is the - - responsibility of the building designer. Ify,r f I For general guidance regarding i bracing, consult"Bracing of Wood Trusses”available from the Truss Plate �'1' / I Institute, 583 D'Onifrio Drive; Madison, 1, It WI 53179. '' ATTENTION. Cpl w. Refer to truss layout and engineering .4zat'min sr i' documents that arrive with delivered -01-12: r §§ field trusses. ,.�.. s i° Unless noted otherwise, all beams are vOrKlow Wow mill i by others. qa REVISION DATE N N '" , END BF 1-0000 CHECKED BY 00/00/1 5 it - _—.-_-.t -Rafter wi owlet.on.pro-... 8 - ww TOLL tY N n CLIENT BROTHERS 11-0600 -00.00 14800 6.01.00 _ { ATLANTIC BEACH SUBDIVISION 35-03.00 AMBASSADOR actor Llst y Roof Truss Connector List t Qty MODEL SAN TROPEZ Manuf Product Qty 12 . USP JUS24 9 2 1 . USP THD26-2 1 2 1 ELEVATION COASTAL USP THD26 32 5 12 DRAWN By -2 3 LOT # RAE DATE SECOND FLOC 039 01 /26/2016 REF# SCALE: 1 /4 9❑41