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Home My WebLink AboutS TRUSS PROFILE 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: 2746540 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Pia Jwn Construction Project Name: 2746540 Model: - Tampa, FL 3361 0-41 1 5 Lot/Block: - Subdivision: - Address: 1106 Nettles Blvd., - City: Jensen Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 38 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T25119089 CJ01 8/23/21 23 T25119111 EJ09 8/23/21 2 T25119090 CJ02 8/23/21 24 T25119112 HJ01 8/23/21 3 T25119091 CJ03 8/23/21 25 T25119113 HJ02 8/23/21 4 T25119092 CJ04 8/23/21 26 T25119114 HJ03 8/23/21 5 T25119093 CJ05 8/23/21 27 T25119115 HJ04 8/23/21 6 T25119094 CJ06 8/23/21 28 T25119116 T01 8/23/21 7 T25119095 CJ07 8/23/21 29 T25119117 T02 8/23/21 8 T25119096 CJ08 8/23/21 30 T25119118 T03 8/23/21 9 T25119097 CJ 10 8/23/21 31 T25119119 T04 8/23/21 10 T25119098 CJ 11 8/23/21 32 T25119120 T05 8/23/21 11 T25119099 CJ 12 8/23/21 33 T25119121 T06 8/23/21 12 T25119100 CJ 13 8/23/21 34 T25119122 T07 8/23/21 13 T25119101 CJ 14 8/23/21 35 T25119123 T08 8/23/21 14 T25119102 CJ 15 8/23/21 36 T25119124 T09 8/23/21 15 T25119103 EJ01 8/23/21 37 T25119125 T10 8/23/21 16 T25119104 EJ02 8/23/21 38 T25119126 T11 8/23/21 17 T25119105 EJ03 8/23/21 18 T25119106 EJ04 8/23/21 19 T25119107 EJ05 8/23/21 20 T25119108 EJ06 8/23/21 21 T25119109 EJ07 8/23/21 22 T25119110 EJ08 8/23/21 The truss drawing(s)referenced above have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters �.`��,�P,�:• O provided by Builders FirstSource-Jacksonville. ;:Q`Z`,.��C E N 5�.;9,L%l Truss Design Engineer's Name: ORegan, Philip 581 6 My license renewal date for the state of Florida is February 28,2023. = IMPORTANT NOTE:The seal on these truss component designs is a certification -•• STATE O F .' that the engineer named is licensed in the jurisdiction(s)identified and that the 0•• 441 Al designs comply with ANSI/TPI 1. These designs are based upon parameters . • P;•• z. shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��s•< O R �• given to MiTek or TRENCO. Any project specific information included is for MiTek's or • •• •�� TRENCO's customers file reference purpose only,and was not taken into account in the N A preparation of these designs. MiTek or TRENCO has not independently verified the � ;`,`�� applicability of the design parameters or the designs for any particular building. Before use, Philip J.O'Regan PE No.58126 the building designer should verify applicability of design parameters and properly MiTek USA,Inc.FL Cert 6634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 ORegan,Philip 1 of 1 Job Truss Truss Type Qty Ply T25119089 2746540 CJ01 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:13 2021 Page 1 I D:W DLP51M57OpG7L_L7OsRgxyB?OA-ghkyWfN IMxYXXRld IcAOVbQPhvE4RvVxQADBpyylOU K 4-4-2 4-4-2 Scale=1:11.6 2 4.00 12 0 9 o� N N 1 ST1.5x8 STP= 2x4— A7 3 3x6 0-10-8 4-4-2 0-16-8 3-5-10 Plate Offsets(X,Y)-- [1:0-0-6,Edge1,[1:0-1-4,1-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.03 3-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.03 3-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-8-0 Max Horz 1=108(LC 12) Max Uplift 2=-101(LC 12),3=-20(LC 12),1=-142(LC 12) Max Grav 2=75(LC 1),3=56(LC 3),1=199(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-3-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� `�\;••G•E•N 5)Refer to girder(s)for truss to truss connections. Q ,•' S�'•,7/ �� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 lb uplift at joint 2,20 lb uplift at joint i 3 and 142 lb uplift at joint 1. No 58126 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �:• OF :�� ,O N A' 1111110 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119090 2746540 CJ02 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:13 2021 Page 1 ID:WDLP51 M57OpG7L_L7OsRgxyB?OA-ghkyWfN I MxYXXRldlcAOVbQJ_v8pRvVxQADBpyylOU K 5-6-0 5-6-0 Scale=1:13.8 2 4.00 12 10 9 1 ST1.5x8 S P= 3x4= 3 3x6 11 0-10-8 5-6-0 0-101 4-7-8 Plate Offsets(X,Y)-- [1:0-2-14,Edge],[1:0-1-4,1-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.09 3-8 >711 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.08 3-8 >780 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-8-0 Max Horz 1=137(LC 12) Max Uplift 2=-139(LC 12),3=-24(LC 12),1=-171(LC 12) Max Grav 2=105(LC 1),3=79(LC 3),1=240(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-5-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. `,,111 1111111' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %% 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� N\;••G•E•N • �9 ��i 5)Refer to girder(s)for truss to truss connections. Q S�••,2 �� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 139 lb uplift at joint 2,24 lb uplift at joint i 3 and 171 lb uplift at joint 1. No 58126 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any * •;tt particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ST �i�•••'•O R Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119091 2746540 CJ03 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:15 2021 Page 1 ID:WDLP51M57OpG7L_L7OsRgxyB?OA-d3sjxLPYtZoFmkR?P1 CsaOVkiiv_vIODtUilugylOUI 4-5-5 5-10- 4-5-5 11 i1 Scale=1:14.9 3 2x4 11 4.00 F12 2 11 1 ST1.5x8 S P= 2x4 12 4 4° 3x6 11 5 3x6 11 0-10-8 4-5-5 5-10-9 0-10-8 3-6-13 1 4-13 Plate Offsets(X,Y)-- [1:0-0-6,Edge1,[1:0-1-4,1-3-41 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 0.37 Vert(LL) 0.04 5-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.04 5-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length)5=0-6-15,1=0-8-0. (lb)- Max Horz 1=146(LC 12) Max Uplift All uplift 100 lb or less at joint(s)3,4 except 5=-415(LC 12),1=-242(LC 12) Max Grav All reactions 250 lb or less at joint(s)3,4,1 except 5=253(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-251/774 NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-9-5 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `%� 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `% \Q �' RF to the use of this truss component. �� `�\;••G•E'N • 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` Q ,••� S� •, 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 i will fit between the bottom chord and any other members. No 58126 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)3,4 except Qt=lb) 5=415,1=242. 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any S particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 411 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119092 2746540 CJ04 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:16 2021 Page 1 ID:WDLP51M57OpG7L_L7OsRgxyB?OA-5GQ59hQBesw5OuOCzlj57E2gg69UeFEN67RrOHylOUH 4-8-4 4-8-4 Scale=1:12.2 2 4.00 12 Io 10 0 ro m 9 1 L_�_r ST1.5x8 S P= 11 3x4= El 12 3 4x6 11 0-10-8 4-84 0-10-8 3-9-12 Plate Offsets(X,Y)-- [1:0-2-14,0-0-21,[1:0-1-4,1-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.09 3-8 >601 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.09 3-8 >625 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-8-0 Max Horz 1=117(LC 12) Max Uplift 2=-129(LC 12),3=-101(LC 12),1=-306(LC 12) Max Grav 2=84(LC 1),3=63(LC 3),1=211(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-7-8 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,�� O,RF�,�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 \, ;••G•E•N 9 �i� will fit between the bottom chord and any other members. ,••�,� SF••, 5)Refer to girder(s)for truss to truss connections. i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) No 58126 2=129,3=101,1=306. * yt 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." -9 �:• OF ►n�ri�� Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119093 2746540 CJ05 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:17 2021 Page 1 ID:WDLP51M57OpG7L_L7OsRgxyB?OA-ZS_TM1 RpPA2y02bOWSFKfRb5_WcPNiUWLnBPzjylOUG 3-6-6 3-6-6 Scale=1:10.3 2 9 4.00 F12 m v 1 ST1.5x8 STP= 111 2x4= 0° 10 3 0° Q° 3x6 11 0-10-8 3-6-6 0-10-8 2-7-14 Plate Offsets(X,Y)-- [1:0-2-14,0-0-101,[1:0-1-4,1-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 3-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.02 3-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-8-0 Max Horz 1=88(LC 12) Max Uplift 2=-85(LC 12),3=-68(LC 12),1=-249(LC 12) Max Grav 2=54(LC 1),3=40(LC 3),1=172(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-5-10 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `,,11111111111, to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,%%�, � 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��.��\ •Ci EN will fit between the bottom chord and any other members. �� Q ;•�,� StC`••��i �� 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3 except Qt=lb) No 58126 • 1=249. � 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." -9 • ,�N A' 11111110*4 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119094 2746540 CJ06 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:17 2021 Page 1 I D:W DLP51M57OpG7L_L7OsRgxyB?OA-ZS_TM 1 RpPA2yO2bOWSFKfRb_W W UdN iU WLnBPzjylOUG 3-11-4 3-11-4 Scale=1:11.0 2 4.00 12 7 m A 1 d T STP= Q° 8 3 3x4= 3-11-4 3-11-4 Plate Offsets(X,Y)-- [1:0-2-14,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.11 3-6 >427 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.10 3-6 >447 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-10 oc bracing. REACTIONS. (size) 1=0-8-0,2=Mechanical,3=Mechanical Max Horz 1=98(LC 12) Max Uplift 1=-208(LC 12),2=-136(LC 12),3=-106(LC 12) Max Grav 1=143(LC 1),2=91(LC 1),3=68(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-10-8 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t11 1�1�1 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 ,�� 11 will fit between the bottom chord and any other members. �'AF 5)Refer to girder(s)for truss to truss connections. ` •Ci E•N 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) : Q ;•�,� StC`•• 1=208,2=136,3=106. 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any No 58126 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." OF '.0T�s.4 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119095 2746540 CJ07 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:18 2021 Page 1 ID:WDLP51M57OpG7L_L7OsRgxyB?OA-leYraNRRAUApdCAa49mZCf7FSwtu69kgaRwyV9ylOUF 2-9-7 2-9-7 Scale=1:9.1 2 4.00 12 M 1 o_ 0 T ST Q° 3 A° 2x4= 2-9-7 2-9-7 Plate Offsets(X,Y)-- [1:0-0-6,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.02 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0,2=Mechanical,3=Mechanical Max Horz 1=69(LC 12) Max Uplift 1=-146(LC 12),2=-95(LC 12),3=-75(LC 12) Max Grav 1=101(LC 1),2=63(LC 1),3=46(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. ,�� \Q �' RF 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3 except Ot=lb) 4# ,�� .��\;••G,E•N �9 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any i particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." No 58126 �:• OF :�� 0" ,``. ►n1111 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119096 2746540 CJ08 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:19 2021 Page 1 ID:WDLP51M57opG7L_L7osRgxyB?OA-Vr6DnjS3xnlgFMlnetHoksgUmKJBrc_po5gV1 by10UE 1-7-9 1-7-9 Scale=1:7.1 4.00 12 2 1 t r 0 0 m 0 ST t Q° 3 2x4= 1-7-9 1-7-9 Plate Offsets(X,Y)-- [1:0-2-14,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-9 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0,2=Mechanical,3=Mechanical Max Horz 1=41(LC 12) Max Uplift 1=-86(LC 12),2=-55(LC 12),3=-46(LC 12) Max Grav 1=60(LC 1),2=35(LC 1),3=26(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. `�� \Q �' RF 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,3. �� \;••G•EN 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any Q ,•• SF••,7i �� particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." i No 58126 ?� S .• 411 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type City Ply T25119097 2746540 CJ10 Jack-Open 2 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:19 2021 Page 1 ID:WDLP51M57OpG7L_L7OsRgxyB?OA-Vr6DnjS3xnlgFMlnetHoksgVcKKarc_po5gV1 bylOUE 1-0-0 1-0-0 4.00 12 Scale=1:6.1 2 / 1 / N M X O 4 3 2x4= PROVIDE ANCHORAGE,DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX.UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. 0-11-13 1- 0 0-11-13 0--3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.00 4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:3 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 2=Mechanical,4=0-1-2 Max Horz 2=-144(LC 12),4=169(LC 12) Max Uplift 2=-112(LC 12) Max Grav 2=73(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-644/119 BOT CHORD 1-4=-101/610 NOTES- (9) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,�� 5)Refer to girder(s)for truss to truss connections. ��` �`�\;••G•E•N �9 i 6)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)4. ` Q ,••�,� S�••,7/ �� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 2=112. No 58126 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. 9)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." -9 �:• OF :�� 0" ,``. ►n1111 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119098 2746540 CJ11 Jack-Open 2 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:20 2021 Page 1 ID:WDLP51 M57opG7L_L7osRgxyB?OA-zl fc_2Thi5QXtVKzCao1 H4Dfgjgga3Ezl IP3Z2y10UD 3-0-0 3-0-0 Scale=1:9.4 2 4.00 12 N 1 0 ST1.5x8 STP= 2x4= 3 3x6 11 0-10-8 3-0-0 0-10-8 2-1-8 Plate Offsets(X,Y)-- [1:0-2-14,0-0-101,[1:0-1-4,1-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.00 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-8-0 Max Horz 1=74(LC 12) Max Uplift 2=-56(LC 12),3=-15(LC 12),1=-11O(LC 12) Max Grav 2=40(LC 1),3=29(LC 3),1=155(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. `,11111111111 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�t 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 `�� \Q RF �iO will fit between the bottom chord and any other members. �� `�\;••G.E•N �9 ��i 5)Refer to girder(s)for truss to truss connections. Q ,•• S4�'••,7i �� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3 except Qt=lb) 1=110. No 58126 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any * ••;tt particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ;:x OF 0 <U. ss;4 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119099 2746540 CJ12 Jack-Open 2 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:21 2021 Page 1 I D:WDLP51 M57OpG7L_L7OsRgxyB?OA-RDD_COUJTPYOUfv9llJGgHljX7wsJ WU6GP9c6Uyl0UC 5-0-0 5-0-0 Scale=1:13.0 2 4.00 12 9 N N n' 1 ST1.5x8 S = 3x4= 3 3x6 0-10-8 5-0-0 0-10-8 4-1-8 Plate Offsets(X,Y)-- [1:0-2-14,0-0-21,[1:0-14,1-341 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.06 3-8 >992 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.05 3-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP 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. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-8-0 Max Horz 1=125(LC 12) Max Uplift 2=-123(LC 12),3=-22(LC 12),1=-158(LC 12) Max Grav 2=92(LC 1),3=69(LC 3),1=222(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 1111111 11�I'' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,�� •G E•N -ice' 5)Refer to girder(s)for truss to truss connections. �� Q ;•�,� �••,7/ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Ot=lb) 2=123,1=158. No 58126 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." OF IJ Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119100 2746540 CJ13 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:24 2021 Page 1 I D:W DLP51M57OpG7L_L7OsRgxyB?OA-sov6gQWCmKxzL7dkRQtzRwNEI LwAWtDYyNNGipylOU9 5-4-13 5-4-13 Scale=1:12.9 2 3.46 12 9 0 rn m 1 3x4= 3 3x6 11 0-11-11 5-4-13 0-11-11 4-5-2 Plate Offsets(X,Y)-- [1:0-3-9,0-0-21,[1:0-1-3,1-5-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.07 3-8 >896 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.06 3-8 >987 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-9-4 Max Horz 1=117(LC 12) Max Uplift 2=-126(LC 12),3=-23(LC 12),1=-179(LC 12) Max Grav 2=98(LC 1),3=73(LC 3),1=242(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-0-0 to 4-2-15,Exterior(2R)4-2-15 to 5-4-1 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,�� will fit between the bottom chord and any other members. �� `�\;••G•E•N 5)Refer to girder(s)for truss to truss connections. ` Q ,••�,� Sic••, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=126,1=179. No 58126 ' 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." S .• 411� . ` 1O N A� Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119101 2746540 CJ14 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:25 2021 Page 1 I D:W DLP51M57OpG7L_L7OsRgxyB?OA-K_TV2mXgXd3gzHCw_80C_7wTvkL2FKTiB 17q FFylOU8 4-3-0 4-3-0 Scale=1:10.5 2 3.46 12 rn N 1 2x4= 3 0° 0° Q° 3x6 I I 0-11-11 4-3-0 0-11-11 3-3-5 Plate Offsets(X,Y)-- [1:0-3-9,0-0-101,[1:0-1-3,1-5-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 3-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) 0.02 3-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-9-4 Max Horz 1=92(LC 12) Max Uplift 2=-88(LC 12),3=-20(LC 12),1=-149(LC 12) Max Grav 2=68(LC 1),3=51(LC 3),1=202(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 1111�1 11�I,, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,�� •G E•N 5)Refer to girder(s)for truss to truss connections. �� Q ;•�,� tC`••��i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3 except Qt=lb) 1=149. No 58126 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." F A\- Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119102 2746540 CJ15 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:26 2021 Page 1 ID:WDLP5IM57OpG7L_L7OsRgxyB?OA-oB1tF6YSIxBhbRn7YrvRXLThR8jr njrPhsNnhyl0U7 1-4-14 1-4-14 3.46 12 Scale=1:6.4 2 q 1 0 \ a� 0 N O 2x4= 3x4= 3 1-4-8 1- -14 1-4-8 0-0-6 Plate Offsets(X,Y)-- [1:0-6-13,0-0-111,[1:0-1-8,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-14 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-4-15,2=Mechanical Max Horz 2=166(LC 1) Max Uplift 2=-85(LC 12) Max Grav 2=103(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-447/251 NOTES- (8) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t11 1111111 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 ,�� 11 will fit between the bottom chord and any other members. �'AF 5)Refer to girder(s)for truss to truss connections. ` •Ci E•N 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. �� Q ;•�,� StC`•• 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. 8)"This manufactured product is designed as an individual building component. The suitability and use of this component for any No 58126 • particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Al -00 R IV ►n�ri�� Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119103 2746540 EJ01 Jack-Partial 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:27 2021 Page 1 ID:WDLP51M57OpG7L_L7OsRgxyB?OA-GNbFTSY43FJYCaMJ6YQg3Y?g3YtTjEz_eLcwJ8ylOU6 3-7-1 6-7-13 3-7-1 3-0-13 Scale=1:16.4 2 4.00 12 I� 10 rn 9 `O � N CV N 1 ST1.5x8 S = 3x4— l -° 3 3x6 11 0-10-8 6-7-13 0-10-8 5-9-5 Plate Offsets(X,Y)-- [1:0-2-14,Edge],[1:0-14,1-34] 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 0.86 Vert(LL) 0.18 3-8 >434 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.16 3-8 >486 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-8-0 Max Horz 1=167(LC 12) Max Uplift 2=-180(LC 12),3=-24(LC 12),1=-201(LC 12) Max Grav 2=136(LC 1),3=99(LC 3),1=281(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-7-1 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,�� will fit between the bottom chord and any other members. �� `�\;••G•E•N �9 i 5)Refer to girder(s)for truss to truss connections. ` Q ,••�,� Sic••,7i 0 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=180,1=201. No 58126 ' 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 10 • 411 iT• 'off O R \O P•.`�� 4 N A� Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119104 2746540 EJ02 Jack-Partial 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:28 2021 Page 1 ID:WDLP51M57OpG7L_L7OsRgxyB?OA-kZ8dgoZipYRPgkxVgGxvcmYuCyEkShC8t?LUrayl0U5 4-2-0 7-9-11 4-2-0 3-7-12 Scale=1:18.6 2 4.00 12 10 n 9 9 r N N 1 ST1.5x8 = 3x6= 2 p• 3 4x6 11 0-10-8 7-9-11 0-10-8 6-11-3 Plate Offsets(X,Y)-- [1:0-1-14,Edge],[1:0-1-4,1-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.28 3-8 >331 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.25 3-8 >379 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 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 4-4-8 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-8-0 Max Horz 1=196(LC 12) Max Uplift 2=-219(LC 12),3=-26(LC 12),1=-231(LC 12) Max Grav 2=167(LC 1),3=120(LC 3),1=323(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-8-15 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 1�1111 11�I,, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,�� •G E•N 5)Refer to girder(s)for truss to truss connections. �� Q ;•�,� tC`••��i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=219,1=231. No 58126 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." '>J • X► ►n�ri�� Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119105 2746540 EJ03 Jack-Closed 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:29 2021 Page 1 I D:W DLP51M57OpG7L_L7OsRgxyB?OA-Dmi?t7aKasZFSu WiDzS88z55PMgVB4yH6f51 OOylOU4 4-4-0 8-1-13 4-4-0 3-9-12 Scale=1:19.2 3 4.00 12 2x4 2 cT 11 1 STL5x8 6 Lr�= 3x4= a 5 3x6 11 3x4=4 0-10-8 8-1-13 0-10-8 7-3-5 Plate Offsets(X,Y)-- [1:0-2-14,Edge],[1:0-1-4,1-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.06 5-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.12 5-10 >831 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-12 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 3=Mechanical,5=Mechanical,1=0-8-0 Max Horz 1=204(LC 12) Max Uplift 3=-130(LC 12),5=-128(LC 12),1=-238(LC 12) Max Grav 3=87(LC 1),5=184(LC 3),1=334(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-416/648 BOT CHORD 1-5=-915/513 WEBS 2-5=-545/971 NOTES- (8) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-1-1 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,�� \Q �' RF 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 4# ,�� .�.�\;•'G,E•N �9 to the use of this truss component. ` Q ,•��,� SF••, 3)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 58126 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. =-O 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) ;• S T OVF 3=130,5=128,1=238. Q 8)"This manufactured product is designed as an individual building component. The suitability and use of this component for any i� ,(� Al Q �� particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." OR \V,•• ►n�ri�� Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119106 2746540 EJ04 Jack-Partial 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:30 2021 Page 1 ID:WDLP5IM57OpG7L_L7OsRgxyB?OA-hyGO5TbzLAh6325unh_NhAd9?IwQwbiRKJgbwTylOU3 3-9-2 6-11-15 3-9-2 3-2-14 Scale=1:16.9 2 4.00 12 10 9 1 ST1.5x8 S = 3x6= N p° 3 3x6 11 0-10-8 6-11-15 0-10-8 6-1-7 Plate Offsets(X,Y)-- [1:0-1-14,0-0-21,[1:0-14,1-341 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 0.94 Vert(LL) 0.21 3-8 >405 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) 0.18 3-8 >457 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-8-0 Max Horz 1=175(LC 12) Max Uplift 2=-189(LC 12),3=-27(LC 12),1=-209(LC 12) Max Grav 2=143(LC 1),3=107(LC 3),1=294(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� `�\;••G•E•N • 5)Refer to girder(s)for truss to truss connections. ` Q ,••� S� •, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=189,1=209. No 58126 ' 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any yE particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." F Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119107 2746540 EJ05 Jack-Partial 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:31 2021 Page 1 ID:WDLP51 M57OpG7L_L7OsRgxyB?OA-98gmlpbb6TpzhCg4LOVcEOARP9Lxfzfazza8SvylOU2 3-11-5 74-6 3-11-5 3-5-1 Scale=1:17.4 3 4.00 12 2x4 2 8 `O m M N N N 1 ST = 4° 3x4= 4 3x4= 7-4-6 7-4-6 Plate Offsets(X,Y)-- [1:0-2-14,0-0-21 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 0.45 Vert(LL) -0.08 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.16 4-7 >563 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0,3=Mechanical,4=Mechanical Max Horz 1=185(LC 12) Max Uplift 1=-194(LC 12),3=-111(LC 12),4=-143(LC 12) Max Grav 1=272(LC 1),3=70(LC 1),4=200(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-490/799 BOT CHORD 1-4=-1078/593 WEBS 2-4=-628/1140 NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-3-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,,11 111 1111111, 2)Building use of this truss component.er responsible for verifying applied roof live load shown covers rain loading requirements specific o the ,�\Q 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��`XN •G E•N 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 StC`'• will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. No 58126 • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=194,3=111,4=143. 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." S T :• 111111110 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119108 2746540 EJ06 Jack-Partial 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:32 2021 Page 1 I D:W DLP51M57OpG7L_L7OsRgxyB?OA-dLO8W9cDtnxgJ M FGv6Ormbib2ZdoOUCkodJh_LyIOU 1 3-4-6 6-2-9 3-4-6 2-10-2 Scale=1:14.9 2 4.00 12 8 N 7 N 0 N 1 S STP 3 4° 3x4= 629 6-2-9 Plate Offsets(X,Y)-- [1:0-3-2,Edge] 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 0.52 Vert(LL) 0.20 3-6 >378 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.17 3-6 >431 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 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 8-8-9 oc bracing. REACTIONS. (size) 1=0-8-0,2=Mechanical,3=Mechanical Max Horz 1=155(LC 12) Max Uplift 1=-162(LC 12),2=-193(LC 12),3=-23(LC 12) Max Grav 1=228(LC 1),2=151(LC 1),3=108(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-1-13 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `,,11 111 1111111, will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. ,�� Q �' 0'RF 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) ��.��\ •Ci E•N �9 1=162,2=193. : Q ;•�,� SF••. 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any i particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." No 58126 OF .�� S • ORX•• r ,,� O N AL -_00 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119109 2746540 EJ07 Jack-Partial 2 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:32 2021 Page 1 I D:W DLP51M57OpG7L_L7OsRgxyB?OA-dLO8W9cDtnxgJ M FGv6OrmbiVTZcsOUCkodJh_LyIOU 1 3-9-2 7-0-0 3-9-2 3-2-14 Scale=1:17.0 2 4.00 12 10 9 N r N A A 1 ST1.5x8 S = 3x6 3 3x6 11 0-10-8 7-0-0 0-10-8 6-1-8 Plate Offsets(X,Y)-- [1:0-1-14,0-0-21,[1:0-1-4,1-3-41 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 0.94 Vert(LL) 0.21 3-8 >405 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) 0.18 3-8 >456 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-8-0 Max Horz 1=175(LC 12) Max Uplift 2=-189(LC 12),3=-27(LC 12),1=-210(LC 12) Max Grav 2=143(LC 1),3=107(LC 3),1=294(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `'� 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,%� will fit between the bottom chord and any other members. ��`�\;••G•E•IV 5)Refer to girder(s)for truss to truss connections. ��Q •••� S�••,7/ �� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) i 2=189,1=210. No 58126 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." OF IJ Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119110 2746540 EJ08 Jack-Partial 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:33 2021 Page 1 I D:W DLP51M57OpG7L_L7OsRgxyB?OA-5XyWjVdre53hwVpTSpX4JpFr2z407vgtOH3FXoyl000 2-8-8 4-7-5 5-7-14 7-0-0 2-8-8 1-10-12 1-0-10 1-4-2 3.46 12 Scale=1:16.8 3 4x6 2 4.00 F12 10 rn N N N 1 ST1.Sx8 S = 2x4= 2 0° 3x6 11 4 3x4= 0-10-8 4-7-5 7-0-0 0-10-8 3-8-13 24-11 Plate Offsets(X,Y)-- [1:0-1-4,1-341,[1:0-0-6,Edge1,[4:Edge,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 0.25 Vert(LL) -0.04 4-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.07 4-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH 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 purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 3=Mechanical,4=Mechanical,1=0-8-0 Max Horz 1=168(LC 12) Max Uplift 3=-67(LC 12),4=-145(LC 12),1=-214(LC 12) Max Grav 3=43(LC 1),4=176(LC 1),1=296(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-221/297 BOT CHORD 1-4=-470/291 WEBS 2-4=-351/566 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. ,,11 111 1111111, 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. ` � J O, 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left ,�� ,� and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��\ •Ci E•N 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific • \ StC`•• to the use of this truss component. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Z. No 58126 • 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) S F •� 4=145,1=214. O 8)"This manufactured product is designed as an individual building component. The suitability and use of this component for any 0 T% particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119111 2746540 EJ09 Jack-Partial 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:34 2021 Page 1 ID:WDLP51 M57OpG7L_L7OsRgxyB?OA-Zj W uxreTPOBYYfOfOX2JrOog9NGysOiOFxoo3Eyl0U? 3-7-2 6-6-11 3-7-2 2-11-9 Scale=1:14.5 2 3.46 12 9 � N O � 1 3x4 4= 3° 4° 0° 3x6 11 0-11-11 6-6-11 0-11-11 5-7-0 Plate Offsets(X,Y)-- [1:0-3-9,Edge1,[1:0-1-3,1-5-111 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 1.00 Vert(LL) 0.18 3-8 >445 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.16 3-8 >495 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-9-4 Max Horz 1=142(LC 12) Max Uplift 2=-163(LC 12),3=-26(LC 12),1=-210(LC 12) Max Grav 2=128(LC 1),3=95(LC 3),1=283(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-0-0 to 4-2-15,Exterior(2R)4-2-15 to 6-5-15 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 1�1 1 1 11�I', 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�It�� 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,�`�� •G E•N -ice, 5)Refer to girder(s)for truss to truss connections. �� Q ;•�,� �••,7/ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=163,1=210. No 58126 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." O:. OF .411 lilt Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119112 2746540 HJ01 Diagonal Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:36 2021 Page 1 ID:WDLP5lM57OpG7L_L7OsRgxyB?OA-V6dfLXfjxORGnzY28x4nxRtO?A8?KIBJjFHv76yiOTz 3-10-11 3-10-11 Scale=1:10.0 2 3.46 12 9 0 ro 1 i 2x4= 10 3 A. 3x6 11 0-11-14 3-10-11 0-11-14 2-10-13 Plate Offsets(X,Y)-- [1:0-3-9,0-0-101,[1:0-1-3,1-5-111 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 0.08 Vert(LL) 0.01 3-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.01 3-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-9-4 Max Horz 1=84(LC 8) Max Uplift 2=-78(LC 8),3=-28(LC 8),1=-146(LC 8) Max Grant 2=59(LC 1),3=44(LC 3),1=193(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 11 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 fit, will fit between the bottom chord and any other members. ,�� Q J. O 5)Refer to girder(s)for truss to truss connections. ��`��\ •Ci E•N 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3 except Qt=lb) : Q ;•�,� StC`•• 1=146. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)29 lb down and 52 lb up at Z. No 58126 • 3-0-8 on top chord,and 5 lb down and 17 lb up at 3-0-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)"This manufactured product is designed as an individual building component. The suitability and use of this component for any O F •� particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." O LOAD CASE(S) Standard '��• R �`P`� ��,, 1)DDeadRoof Live 1)balanced):Lumber lncrease=1.25,Plate Increase=1.25 Uniform ,;,,,�`,, Vert:1-2=-54,3-4=-20 11 1111 Concentrated Loads(lb) Philip J.O'Regan PE No.58126 Vert:10=-5(B) MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119113 2746540 HJ02 Diagonal Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:38 2021 Page 1 ID:WDLP5IM57OpG7L_L7OsRgxyB?OA-SVIPmCh_Tdi_1 HiQFM7FOsyYV_dko89cAZmOB?ylOTx 2-3-11 6-3-5 10-3-0 13-6-3 17-0-15 2-3-11 3-11-10 3-11-10 3-3-4 3-6-12 Scale=1:27.9 2.00 12 27 6 3x4= 26 3x4= 5 25 2x4 11 4 24 3 22 23 20 21 19 3x8 18 5x6= 17 2 1 0 3x4= 29 30 31 32 33 9 34 35 36 37 8 10 3x4= 7 11 28 6x8= 3x4= 1-6-6 2-3-11 10-3-0 17-0-15 1-6-6 0-9-5 7-11-4 6-10-0 Plate Offsets(X,Y)-- [1:0-3-12,0-0-41,[1:0-11-9,Edge1,[2:0-0-1,2-2-31,[10:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.22 10-11 >432 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.32 8-10 >251 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) -0.00 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:65 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.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 1-6-10 except Qt=length)6=Mechanical,10=0-6-15,8=Mechanical. (lb)- Max Horz 1=227(LC 5) Max Uplift All uplift 100 lb or less atjoint(s)except 6=-183(LC 5),11=-1520(LC 5),10=-1374(LC 4),8=-377(LC 5),1=-280(LC 1),1=-280(LC 1) Max Grav All reactions 250 lb or less at joint(s)6 except 11=761(LC 1),10=1049(LC 1),8=448(LC 1),1=895(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-349/132 BOT CHORD 8-10=-287/179 WEBS 2-11=-692/977,3-10=-490/740,5-10=-288/371,5-8=-215/345 NOTES- (10) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� .�.�\;•'G,E•N to the use of this truss component. Q ,•��,� SF••, 3)N/A 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 58126 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 * yt 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 183 lb uplift at joint 6,1520 lb uplift at OF 4 joint 11,1374 lb uplift at joint 10,377 lb uplift at joint 8,280 lb uplift at joint 1 and 280 lb uplift at joint 1. O 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)29 lb down and 64 lb up at 3-3-2,24 lb down and 39 lb up at 4-9-1,45 lb down and 109 lb up at 5-6-13,40 lb down and 97 lb up at 7-0-12,61 lb down and �� O R �,•• �� 153 lb up at 7-10-9,57 lb down and 146 lb up at 9-4-8,84 lb down and 3 lb up down and 19 lb up at 11-8-3,96 and 44lb down ab up at b up 10 on top chord,and n an d208own lb up at 4 b 3 11-1at 31and 2,4 b2 lb down and 123 dotwn and 3 lb upbb u at p aat114-89-1 down 51 lb down Ib n O N A�0?�,, up at 5-6-13,15 lb down and 13 lb up at 7-0-12,30 lb down and 56 lb up at 7-10-9,27 lb down and 57 lb up at 9-4-8,46 lb down Philip J.O'Regan PE No.58126 and 34 lb up at 11-8-3,62 lb down and 42 lb up at 12-5-15,61 lb down and 47 lb up at 13-11-14,and 177 lb down and 166 lb up at MITek USA,Inc.FL Cert 6634 14-9-11,and 160 lb down and 148 lb up at 16-3-10 on bottom chord. The design/selection of such connection device(s)is the 6904 Parke East Blvd.Tampa FL 33610 responsibility of others. Date: 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). August 23,2021 10)"This manufactured product is designed as an individual building component. The suitability and use of this component for any A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119113 2746540 HJ02 Diagonal Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:38 2021 Page 2 ID:WDLP5IM57OpG7L_L7OsRgxyB?OA-SVIPmCh_Tdi_1 HiQFM7FOsyYV_dko89cAZmOB?ylOTx LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-54,7-12=-20 Concentrated Loads(lb) Vert:4=19(F)9=25(F)3=-75 19=-5(B)20=-1(F)21=-29(B)23=-22(F)24=-88(B)25=-80(F)26=-11(B)27=-36(F)28=-10(B)29=-4(F)30=-15(B)31=-9(F)32=-29(B) 33=-24(F)34=-54(B)35=-54(F)36=-177(B)37=-160(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119114 2746540 HJ03 Diagonal Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:39 2021 Page 1 ID:WDLP51 M57OpG7L_L7OsRgxyB?OA-whJn_YicExgreQHdp4eUY4VpdOl vXbOmPCWZjRylOTw 5-3-15 9-10-1 5-3-15 4-6-1 Scale=1:18.1 3 2.83 12 12 2x4 2 11 1 3x6= p= 13 14 5 p• �, 3x6= 3x8 4 1-2-8 1-8-2 9-10-1 1-2-8 0-5-10 8-1-15 Plate Offsets(X,Y)-- [1:0-3-11,0-0-11,[1:0-0-5,Edge1 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 0.50 Vert(LL) -0.11 5-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.23 5-10 >501 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:39 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 6-5-4 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 3=Mechanical,5=Mechanical,1=0-11-5 Max Horz 1=181(LC 4) Max Uplift 3=-166(LC 4),5=-218(LC 4),1=-429(LC 4) Max Grant 3=114(LC 1),5=258(LC 1),1=472(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-681/673 BOT CHORD 1-5=-776/665 WEBS 2-5=-687/801 NOTES- (10) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ��`��\ •Ci E•N '•• • 3)N/A : Q •�� SF •. 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 58126 will fit between the bottom chord and any other members. * yt 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 166 lb uplift at joint 3,218 lb uplift at joint 5 and 429 lb uplift at joint 1. •; OF 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)57 lb down and 129 lb up at O411 1-4-15,57 lb down and 129 lb up at 1-4-15,33 lb down and 65 lb up at 4-2-15,33 lb down and 65 lb up at 4-2-15,and 64 lb down i T P,•• and 141 lb up at 7-0-14,and 64 lb down and 141 lb up at 7-0-14 on top chord,and 10 lb down and 20 lb up at 4-2-15,10 lb down �� ••,• R \ .••` �� and down and 35 lb up at 9)InLOAD tion of such section,loadsdevice(s) applied to tthface pof the truss are boted as front(F)or back(B)4 on bottom chord. TheA; 10)"This manufactured product is designed as an individual building component. The suitability and use of this component for any Philip J.O'Regan PE No.58126 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." MITek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119114 2746540 HJ03 Diagonal Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:39 2021 Page 2 I D:WDLP5l M57OpG7L_L7OsRgxyB?OA-whJn_YicExgreQHdp4eUY4VpdOl vXbOmPCWZjRyIOTw LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-6=-20 Concentrated Loads(lb) Vert:7=-28(F=-14,B=-14)12=-32(F=-16,B=-16)13=-14(F=-7,B=-7)14=-46(F=-23,B=-23) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119115 2746540 HJ04 Diagonal Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:40 2021 Page 1 ID:WDLP51M57OpG7L_L7OsRgxyB?OA-OttABuiE?EyiGaspNn9j5H25UnXbG6BvdsF6GuylOTv 2-4-13 2-4-13 Scale=1:7.9 3.46 12 2 ` ��Q . �G•E•N S 9�� No 58126 1 '0ip S T F '44/ 2x4= Philip J.O'Regan PE No.58126 0° MITek USA,Inc.FL Cert 6634 0° 6904 Parke East Blvd.Tampa FL 33610 Date: 3x6 11 1-8-15 2-4-13 1-8-15 0-7-14 Plate Offsets(X,Y)-- [1:0-3-9,0-0-101,[1:0-1-3,1-5-111 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 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-9-4 Max Horz 1=51(LC 8) Max Uplift 2=-25(LC 8),3=-17(LC 9),1=-120(LC 8) Max Grant 2=20(LC 1),3=25(LC 3),1=180(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (11) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 2,17 lb uplift at joint 3 and 120 lb uplift at joint 1. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)74 lb down and 103 lb up at 1-5-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,3-4=-20 Concentrated Loads(lb) Vert:9=-48(B) August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119116 2746540 T01 Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:42 2021 Page 1 ID:WDLP51 M57OpG7L_L70sRgxyB?OA-KG?wcakU WrCPWu?BUCBBAi7CKb_ikwrC5AkDKmylOTt 3-10-14 7-0-0 10-5-13 15-4-8 20-3-2 22-4-8 3-10-14 3-1-2 3-5-13 4-10-11 4-10-11 2-1-5 Scale=1:37.9 5x6= 5x6= 2.00112 4.00 F12 3 21 4 22 2324 3x4 zz 2x4 11 255 2 26 4x10 MT20HS= 27 28 `n 6 — N N1 7 s Sil P T Li 12 29 30 11 31 32 3310 9 34 35 8 e e 3x6= 5x8 11 3x4= 5x8= 6x8= 2x4 11 3x6= 0-10-8, 3-10-14 7-0-0 10-5-13 15-4-8 20-3-2 22-4-8 0-10-8 3-0-6 3-1-2 3-5-13 4-10-11 4-10-11 2-1-5 Plate Offsets(X,Y)-- [1:0-0-4,Edge],[1:0-1-2,Edge1,[6:0-6-0,0-2-01,[9:0-4-0,Edge 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 0.98 Vert(LL) 0.50 11-12 >539 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.47 11-12 >566 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) -0.09 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:101 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. 4-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-4-0 oc bracing. BOT CHORD 2x4 SP No.2*Except* 1-9:2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 7=0-10-6,1=0-8-0 Max Horz 1=68(LC 7) Max Uplift 7=-1102(LC 8),1=-1266(LC 8) Max Grav 7=1192(LC 1),1=1393(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2961/2696,2-3=-2879/2698,3-4=-3438/3248,4-5=-3509/3270,5-6=-4262/3978, 6-7=-3325/3101 BOT CHORD 1-12=-2434/2730,11-12=-2460/2703,10-11=-3844/4190,9-10=-3844/4190, 8-9=-2909/3152,7-8=-2913/3141 1111111111j1 WEBS 3-11=-789/954 4-11=-146/336,5-11=-821/904,6-9=-1004/1051,3-12=-109/290, ,`\�\Q.J. O,R��', NOTES- (11) e�••�`G E N S'* .� 1)Unbalanced roof live loads have been considered for this design. !� i 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. No 58126 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 * yt 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. OF 5)All plates are MT20 plates unless otherwise indicated. O411 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i00 T P,•• 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 0j � R \ .•• �� will fit between the bottom chord and any other members. ••••••••• �� 8)at Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1102 lb uplift at joint 7 and 1266 lb uplift joint l Q N A; 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)108 lb down and 207 lb up at Philip J.O'Regan PE No.58126 7-0-5,91 lb down and 205 lb up at 9-0-12,29 lb down and 75 lb up at 11-0-12,114 lb down and 180 lb up at 13-0-12,84 lb down MITek USA,Inc.FL Cert 6634 and 142 lb up at 15-0-12,54 lb down and 102 lb up at 17-0-12,and 29 lb down and 57 lb up at 19-0-12,and 34 lb down and 37 lb 6904 Parke East Blvd.Tampa FL 33610 up at 20-3-2 on top chord,and 286 lb down and 293 lb up at 7-0-0,67 lb down and 47 lb up at 9-0-12,156 lb down and 165 lb up Date: at 11-0-12,55 lb down and 43 lb up at 13-0-12,36 lb down and 36 lb up at 15-0-12,24 lb down and 29 lb up at 17-0-12,and 11 lb August 23,2021 down and 20 lb up at 19-0-12,and 7 lb down and 23 lb up at 20-3-2 on bottom chord. The design/selection of such connection A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119116 2746540 T01 Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:42 2021 Page 2 I D:WDLP5l M57OpG7L_L7OsRgxyB?OA-KG?wcakU W rCPW u?BUCBBAi7CKb_ikwrC5AkDKmylOTt NOTES- (11) 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-6=-54,6-7=-54,13-16=-20 Concentrated Loads(lb) Vert:3=-89(F)8=-7(F)21=-89(F)23=-74(F)25=-44(F)26=-14(F)29=-286(F)30=-57(F)31=-156(F)32=-50(F)33=-35(F)34=-20(F)35=-7(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119117 2746540 T02 Hip 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:43 2021 Page 1 I D:W DLP51M57OpG7L_L7OsRgxyB?OA-oSYlpwl6H9KG72aO2wiQjwgOA?POTJyLKq UnsCylOTs 4-10-14 9-0-0 9-11-6, 16-9-9 22-4-8 4-10-14 4-1-2 0-11-6 6-10-3 5-6-14 Scale=1:39.4 2.00 12 4x6= 5x8= 4.00 12 3 4 19 20 21 4x12 zz 2x4 zz� 5 2 u� 18 22 A r 23 N1 6 N = TP= IM o@ 9 8 7 e g o 3x4= 3x6= 3x8 11 3x8= 3x4= 3x4= 0-10-8 9-0-0 9-11-6 16-9-9 22-4-8 0-10-8 8-1-8 0-11-6 6-10-3 5-6-14 Plate Offsets(X,Y)-- [1:0-0-4,Edge],[1:0-0-14,Edge],[6:0-2-0,Edge] 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 0.91 Vert(LL) 0.20 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.24 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) -0.05 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-5-10 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 6=0-8-0,1=0-8-0 Max Horz 1=91(LC 11) Max Uplift 6=-659(LC 12),1=-715(LC 12) Max Grav 6=794(LC 1),1=861(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1659/2280,2-3=-1460/1951,3-4=-1397/1946,4-5=-1878/2565,5-6=-1947/2525 BOT CHORD 1-9=-2034/1530,7-9=-1730/1413,6-7=-2289/1822 WEBS 2-9=-236/434,3-9=-505/406,5-7=-57/264,4-9=-278/479,4-7=-670/519 NOTES- ) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. `,� \��Q•••• ••A�`� .,� 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-5,Exterior(2E)9-0-5 to Ci E N ' 9-11-4,Exterior(2R)9-11-4 to 14-2-2,Interior(1)14-2-2 to 16-9-9,Exterior(2R)16-9-9 to 21-0-8,Interior(1)21-0-8 to 22-4-8 zone; StC` • cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 58126 • • 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OF •� 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 O will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 659 lb uplift at joint 6 and 715 Ib uplift at O R IV joint 1. �, s••'•...... ``�?,� 8) artl cular building is the resproduct onsibility sebitned as an of the building dine ANS�TPIt1 as referencllity ed by the buil use of ding code." for any "is14 N A',;,,,��` P g p Y 9 9 p Y 9 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119118 2746540 T03 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:44 2021 Page 1 I D:W DLP51M57OpG7L_L7OsRgxyB?OA-Ge6g 1 GI12TS71C9acd EfF7CcN PiTCrCVYUDKPfylOTr 5-7-11 10-5-10 13-4-0 17-5-6 22-4-8 5-7-11 4-9-15 2-10-6 4-1-6 4-11-2 Scale=1:38.6 2.00112 5x6 4x6= 3 4 4.00 12 2x4 I 19 2x4 2 5 18 20 1 6 LC TP— I� o V sc c o e 9 8 7 s e 3x4= 3x6= 3x8 11 3x4= 3x8= 3x8= 0-10-8 5-7-11 10-5-10 13-4-0 22-4-8 0-10-8 4-9-3 4-9-15 2-10-6 9-0-7 Plate Offsets(X,Y)-- [1:0-0-4,Edge1,[1:0-1-14,0-0-21,[3:0-3-0,0-2-41,[6:0-8-2,0-0-81 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 0.76 Vert(LL) 0.20 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.30 7-12 >905 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-4 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 6=0-8-0,1=0-8-0 Max Horz 1=109(LC 11) Max Uplift 6=-659(LC 12),1=-715(LC 12) Max Grav 6=794(LC 1),1=861(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1679/1960,2-3=-1689/2114,3-4=-1472/1794,4-5=-1526/1784,5-6=-1940/2335 BOT CHORD 1-9=-1752/1550,7-9=-1286/1200,6-7=-2124/1830 WEBS 2-9=-215/445,5-7=-473/714,3-9=-576/496,3-7=-308/410 NOTES- (7) 1)Unbalanced roof live loads have been considered for this design. CE =170mph(3-second gust) 2)11;Edxp DS Encl.,1GCpi I0 18;MWFRS(directional)and C1C Extperior(2E)0-0 0 t 3 0-0,Intenor(1)3-0-0 Bto 10-5 10,Exteavoe(E;Cat. `,,,�\p J 0,��,,��' 10-5-10 to 13-4-0,Interior(1)13-4-0 to 22-4-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for ��% .� ;•.......... reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q ,••� S�••,7/ �� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i to the use of this truss component. No 58126 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. yE •• 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. -10 6)joint Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 659 lb uplift at joint 6 and 715 lb uplift at �•* S T §kF . �1. 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any � 4 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 0 R \ G ,� i,�Ss,O NM. fi ,`�� Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119119 2746540 T04 Common 11 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:46 2021 Page 1 ID:WDLP51M57OpG7L_L7OsRgxyB?OA-D1ERSxn?a4ir VJzj2G8LYIwUCQLgmjnOoiRTXylOTp 6-0-0 11-2-4 164-8 224-8 6-0-0 5-2-4 5-2-4 6-0-0 Scale=1:37.9 4x6= 3 4.00 12 18 19 2x4\\ 2x4 2 4 17 20 1 5 TP IM s 8 7 6 e o s e 3x4= 3x4= 3x4= 3x6= 3x8 I I 3x4— 10-10-8 7-8-12 14-7-12 22-4-8 6-10-8 6-10-4 6-11-0 7-8-12 Plate Offsets(X,Y)-- [1:0-0-4,Edge1,[1:0-1-14,0-0-21,[5:0-2-14,0-0-21 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 0.78 Vert(LL) 0.19 6-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.21 6-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-8-11 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 5=0-8-0,1=0-8-0 Max Horz 1=119(LC 11) Max Uplift 5=-659(LC 12),1=-715(LC 12) Max Grav 5=794(LC 1),1=861(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1672/2004,2-3=-1506/1818,3-4=-1665/2005,4-5=-1887/2241 BOT CHORD 1-8=-1787/1543,6-8=-1209/1138,5-6=-2029/1769 WEBS 3-6=-612/603,4-6=-366/627,3-8=-367/406,2-8=-260/485 NOTES- (7) 1)Unbalanced roof live loads have been considered for this design. 2)11;E En I,GCpi Wind: DS CE 1 I=170mph(3-second gust) 1 0 1 (directional) 8;MWFRS(dct onal)and CC Extperior(2E)0-0-0 to3 0-0,Intenor(1)3-0-0 Bto 11-2-4,2Exteno(2R)11-2-4 ,�� \Q �' O,RF�'�., to 14-2-4,Interior(1)14-2-4 to 22-4-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions �� .��;••G•E•N �9 ��i shown;Lumber DOL=1.60 plate grip DOL=1.60 Q ,••�,� S�••,7/ �� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i to the use of this truss component. No 58126 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 659 lb uplift at joint 5 and 715 lb uplift at •:• OF joint 1. 00 . 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any i P,•• particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Moll I Itt Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119120 2746540 T05 Roof Special Girder 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:47 2021 Page 1 I D:W DLP51M57OpG7L_L7OsRgxyB?OA-hDopfHodLOgicfu9HlnNtmg5pckU P93xESS_?_ylOTo 3-4-13 8-7-1 13-9-6 17-8-1 22-4-8 3-4-13 5-2-4 5-2-4 3-10-11 4-8-7 Scale=1:38.6 2.00 12 4x6= 24 25 4 3x4 4.00 12 5x12= 21 3 22 23 3x4 2 19 20 5 1 6 L TP— Ic? o s e 10 26 27 9 28 29 8 7 s e 3x6— 5x8 11 2x4 11 5x6= 3x8= 2x4 11 3x8— 0-10-8 3-4-13 8-7-1 13-9-6 17-8-1 22-4-8 0-10-8 2-6-5 5-2-4 5-2-4 3-10-11 4-8-7 Plate Offsets(X,Y)-- [1:0-0-4,Edge],[1:0-1-14,Edge],[2:0-6-0,0-2-7],[6:0-0-2,0-0-0],[9:0-3-0,0-3-0] 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 0.81 Vert(LL) 0.38 8-9 >701 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.35 8-9 >761 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) -0.09 6 n/a filial BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins. 2-4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 6=0-8-0,1=0-8-0 Max Horz 1=-84(LC 23) Max Uplift 6=-1142(LC 8),1=-1208(LC 8) Max Grav 6=1252(LC 1),1=1296(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2592/2459,2-3=-3643/3468,3-4=-2944/2816,4-5=-2993/2844,5-6=-3366/3113 BOT CHORD 1-1 0=-2234/2402,9-10=-2216/2391,8-9=-3312/3580,7-8=-2880/3170,6-7=-2880/3170 WEBS 2-9=-1123/1218,3-8=-822/856,4-8=-845/1030,5-8=-535/545 NOTES- (9)1)Unbalanced roof live loads have been 1j11t11j/ 2)Wind: considered ASCE 7-16;Vu t=l70mph(3 second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �� ;••G•E•N �9 i 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ` Q ,••�,� S�••,7i �� to the use of this truss component. i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 58126 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1142 lb uplift at joint 6 and 1208 lb uplift at joint 1. OF .' 4 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 lb down and 97 lb up at O 3-4-13,59 lb down an b up down and 158 up at 7-7-2,120 lb down and 199 lb up at 9-10-13,and 150 lb down and 238 b up atl 12 2I9,andt83 Ib downland 204 Ib up atlb 3-9-6 on top chord,and 15 lb down and 36 lbup at 3-4-13,27 Ib ��••�4 112 2-9,and 424 lb down and 400 lb up at down and 31 lb up at 5-3-7,39 lb downn 3-9-6 on bottom chord. The design select on of uchl connection device(s)ce(s)iwn ands up at �'�i sS'%p N responsibility of others. ��//111111111�, 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Philip J.O'Regan PE No.58126 9)"This manufactured product is designed as an individual building component. The suitability and use of this component for any MITek USA,Inc.FL Cert 6634 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119120 2746540 T05 Roof Special Girder 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:48 2021 Page 2 I D:WDLP5l M57OpG7L_L7OsRgxyB?OA-9QMBtdpF6hyZEpTLrTlcQzNGY03j8cJ4T6BYYQylOTn LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,4-6=-54,11-14=-20 Concentrated Loads(lb) Vert:4=-60(B)1 0=-1 3(B)8=-424(B)20=-1 3(B)21=-43(B)23=-74(B)24=-1 04(B)26=-1 9(B)27=-35(B)28=-47(B)29=-60(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119121 2746540 T06 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:49 2021 Page 1 I D:W DLP51M57OpG7L_L70sRgxyB?OA-dcwZ4zpft?4Qrz2YOApryBwR2QO6t8TEimx54sylOTm 6-10-6 12-7-8 17-1-2 22-4-8 6-10-6 5-9-2 4-5-10 5-3-6 Scale=1:38.6 2.00 F12 5x6 3 412= 4.00 F12 18 19 2 20 2x4 4 17 21 1 5 TP o V cc c o e 8 7 6 s e 3x6= 3x8 11 2x4 11 4x6= 3x8= 3x8 0-10-8 6-10-6 12-7-8 22-4-8 0-10-8 5-11-14 5-9-2 9-8-15 Plate Offsets(X,Y)-- [1:0-0-4,Edge1,[1:0-1-14,0-0-21,[3:0-3-0,0-2-41,[5:0-8-2,0-0-81 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 0.82 Vert(LL) -0.19 6-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.42 6-11 >637 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) -0.05 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:93 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-9-9 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 5=0-8-0,1=0-8-0 Max Horz 1=-99(LC 10) Max Uplift 5=-659(LC 12),1=-715(LC 12) Max Grav 5=794(LC 1),1=861(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1622/1894,2-3=-1403/1715,3-4=-1457/1749,4-5=-1898/2329 BOT CHORD 1-8=-1650/1490,6-8=-1646/1494,5-6=-2122/1790 WEBS 2-6=-261/243,3-6=-316/450,4-6=-507/784 NOTES- (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. ` � 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-7-8,Exterior(2R)12-7-8 ,�� `,� \��Q•••••••A�`� .,� to 15-7-8,Interior(1)15-7-8 to 22-4-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions �� .� Ci E N '9 4*1 shown;Lumber DOL=1.60 plate grip DOL=1.60 �� Q ;•�,� StC`'•��i �� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. No 58126 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 659 lb uplift at joint 5 and 715 lb uplift at joint 1. - 13 0 O • 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any i0 T' particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �j ., O R \�.•• s,O N A'��,`�� Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119122 2746540 T07 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:50 2021 Page 1 I D:W DLP51M57OpG7L_L70sRgxyB?OA-5oTxHJgVeJCHT7dkyuK4VOSdypnwc7iNxQgeclylOTI 5-6-14 10-4-0 1111 16-6-3 22-4-8 5-6-14 4-9-2 1-5--1-11 5-0-9 5-10-5 2.00 F12 Scale=1:38.6 4x6= 4x6= 4 3 4.00 12 20 3x4 3x4 2 5 19 21 1 6 TIP— IM o V `� c c o , 10 9 8 7 3x6= 3x8 11 2x4 11 3x4= 6x8= 2x4 11 3x4— 0-10-8 5-6-14 10-4-0 11-5-11 16-6-3 22-4-8 0-10-8 4-8-6 4-9-2 1-1-11 5-0-9 5-10-5 Plate Offsets(X,Y)-- [1:0-0-4,Edge1,[1:0-1-14,0-0-21,[8:0-1-12,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.22 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.22 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-2 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 6=0-8-0,1=0-8-0 Max Horz 1=-115(LC 10) Max Uplift 6=-659(LC 12),1=-715(LC 12) Max Grav 6=794(LC 1),1=861(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1676/1951,2-3=-1304/1606,3-4=-1252/1608,4-5=-1352/1644,5-6=-1910/2233 BOT CHORD 1-10=-1696/1549,9-10=-1696/1549,8-9=-1235/1201,7-8=-2020/1788,6-7=-2020/1788 WEBS 2-9=-448/512,4-8=-410/403,5-8=-645/811 NOTES- (7) 1)Unbalanced roof live loads have been considered for this design. ,,11 111 11 111 1111, 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. ,�� J O, 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-5-11,Exterior(2R) `,%`\��Q.......A� 11-5-11 to 14-5-11,Interior(1)14-5-11 to 22-4-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for G E N • reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� Q ;•�,� StC` • 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. No 58126 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 659 lb uplift at joint 6 and 715 lb uplift at O F •� joint 1. 3� 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any .0 T• Q` �� particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �j G R �,•• �� 40 ►n�ri�� Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119123 2746540 T08 Jack-Open Structural Gable 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:51 2021 Page 1 ID:WDLP51 M57OpG7L_L7OsRgxyB?OA-Z?1 KVfr8PcK85GBwWbsJ 1 c?yCDG 1 L4vX94QC81ylOTk 2-7-10 2-7-10 Scale=1:8.8 2 4.00 123 1110 11IIII,'I No 58126 F ;411 � Q R O ST1.5x8 STP= S1''• • ��Szk 2x4= 3 i.11 10 N Ai� %o 0° Philip J.O'Regan PE No.58126 Q° MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: 3x6 11 0-10-8 2-7-10 0-10-8 1-9-2 Plate Offsets(X,Y)-- [1:0-2-14,0-0-101,[1:0-1-4,1-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-8-0 Max Horz 1=65(LC 12) Max Uplift 2=-42(LC 12),3=-13(LC 12),1=-102(LC 12) Max Grav 2=29(LC 1),3=21(LC 3),1=144(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 2,13 lb uplift at joint 3 and 102 lb uplift at joint 1. 9)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119124 2746540 T09 Jack-Open Structural Gable 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:52 2021 Page 1 ID:WDLP51M57OpG7L_L7OsRgxyB?OA-1 Bbii?smAwS?iQm641NYapX7ydcc4X9gOk9lhBylOTj 2-4-8 2-4-8 Scale=1:8.4 2 a.00 F12 ,`,`,��►Jr,tl101►iii��i No 58126 1 — :� F �ST1 STP= fit` 'C R O P GN�N, 2x4= 0° 3 Philip J.O'Regan PE No.58126 0° MITek USA,Inc.FL Cert 6634 Q° 6904 Parke East Blvd.Tampa FL 33610 Date: 3x6 11 1-6-8 2-4-8 1-6-8 0-10-0 Plate Offsets(X,Y)-- [1:0-2-14,0-0-101,[1:0-1-4,1-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-8-0 Max Horz 1=59(LC 12) Max Uplift 2=-33(LC 12),3=-12(LC 12),1=-97(LC 12) Max Grav 2=21(LC 1),3=16(LC 3),1=138(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at joint 2,12 lb uplift at joint 3 and 97 lb uplift at joint 1. 9)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119125 2746540 T10 Jack-Open Supported Gable 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:53 2021 Page 1 ID:WDLP51M57OpG7L_L7OsRgxyB?OA-WN94wLsOxEbrKaLJdOun7149b1u6p_PpdOvlDdyI0Ti 5-1-2 5-1-2 Scale=1:12.9 2 4.00 12 (3)-0.131x3.5" TOENAILS 1 3 4x6= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-1-2,2=5-1-2,3=5-1-2 Max Horz 1=131(LC 12) Max Uplift 1=-134(LC 12),2=-194(LC 12) Max Grav 1=188(LC 1),2=138(LC 1),3=102(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)0-0-0 to 3-0-0,Exterior(2N)3-0-0 to 5-1-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� \Q �' RF 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 ,�� .��\;••G•E•N �9 4# will fit between the bottom chord and any other members. Q ,••�,� SF••,7/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 1 and 194 lb uplift at i joint 2. No 58126 9)"This manufactured product is designed as an individual building component. The suitability and use of this component for any * yt particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �:• OF :�44/ ►n�ri�� Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119126 2746540 T11 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 08:45:54 2021 Page 1 ID:WDLP51 M57OpG7L_L7OsRgxyB?OA-_ajS7gtOiXjiykwVBj POfEdTDRH_YRezr2esl4ylOTh 3-1-2 3-1-2 Scale=1:8.9 2 3.46 12 ri 1 rn 0 0 2x4 3x6 0-11-11 3-1-2 0-11-11 2-1-7 Plate Offsets(X,Y)-- [1:0-3-9,0-0-101,[1:0-1-3,1-5-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-9-4 Max Horz 1=66(LC 12) Max Uplift 2=-49(LC 12),3=-15(LC 12),1=-122(LC 12) Max Grav 2=37(LC 1),3=27(LC 3),1=165(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ,% \Q 3, RF 4)Gable studs spaced at 2-0-0 oc. ��` `�\\;••G•E•N 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` Q ,••�,\ Sic••, 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 i will fit between the bottom chord and any other members. No 58126 7)Refer to girder(s)for truss to truss connections. yt 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 49 lb uplift at joint 2,15 lb uplift at joint 3 and 122 lb uplift at joint 1. 9)"This manufactured product is designed as an individual building component. The suitability and use of this component for any O F particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Q (V • 0R �• ►n�ri�� Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 -v y' �G m .0 N .fl •jA 0 m 7< Z m Za RI cl c� ID 9 N CD N A CD CD N ro CD ► w n_ -4 � �•N 7 Z 3 p 3 N < n tD� O O CD C'-- -0 a OHO (D �a �,,, O•�6 O �OO n 7 G CD r i hn' N d 4 N �„j tD �p..• p N 4 a;N CD O G i•^ Q'O CD N r O N 3 6 n 7 O N S N 7 O 3 �N 77nN N ZGO C: a nCr" N �r'N� �: tD �-�O. � 33 � v n n.•f0 } CD N. O "' tD G..a "Y •O C) CD C _.. N ),4 N D G",0 CN, N, Rro 7 �•N O• CND NAG 0 � tD N � O�e.CD Np O� X !Z 61 Q N 1 (D N Ni �1 a O".gyp O D=�.. 5.0 r"7„ ••c 00 n '�3°"QG•-Na OitOO°'.. °^�a Z C0S N. 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