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Home My WebLink AboutTRUSS 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: 2826881-PSLP-COMO - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PSL PROPERTIES Project Name: COMO Model: . Tampa, FL 3361 0-41 1 5 Lot/Block: . Subdivision: . Address: 5305 HICKORY DRIVE— City: City: FORT PIERCE 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: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 53 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 T24319151 Al 6/14/21 23 T24319173 EJ2 6/14/21 2 T24319152 A2 6/14/21 24 T24319174 EJ3 6/14/21 3 T24319153 A3 6/14/21 25 T24319175 EJ5 6/14/21 4 T24319154 A4 6/14/21 26 T24319176 EJ7 6/14/21 5 T24319155 A5 6/14/21 27 T24319177 EJ61 6/14/21 6 T24319156 B1 6/14/21 28 T24319178 EJ62 6/14/21 7 T24319157 B2 6/14/21 29 T24319179 EJ63 6/14/21 8 T24319158 B3 6/14/21 30 T24319180 EJ71 6/14/21 9 T24319159 C1 6/14/21 31 T24319181 G1 6/14/21 10 T24319160 C2 6/14/21 32 T24319182 G2 6/14/21 11 T24319161 C3 6/14/21 33 T24319183 HJ2 6/14/21 12 T24319162 C4 6/14/21 34 T24319184 HJ3 6/14/21 13 T24319163 C5 6/14/21 35 T24319185 HJ5 6/14/21 14 T24319164 C6 6/14/21 36 T24319186 HJ7 6/14/21 15 T24319165 C7 6/14/21 37 T24319187 K1 6/14/21 16 T24319166 CJ1 6/14/21 38 T24319188 K2 6/14/21 17 T24319167 CJ3 6/14/21 39 T24319189 K3 6/14/21 18 T24319168 CJ5 6/14/21 40 T24319190 L1 6/14/21 19 T24319169 D1 6/14/21 41 T24319191 V1 6/14/21 20 T24319170 D2 6/14/21 42 T24319192 V2 6/14/21 21 T24319171 D3 6/14/21 43 T24319193 V3 6/14/21 22 T24319172 D4 6/14/21 44 T24319194 V4 6/14/21 The truss drawing(s)referenced above have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters �� Jok-lu S• provided by Builders FirstSource(Fort Pierce). �.� ��G E N S�.••• ,i�� Truss Design Engineer's Name: Lee, Julius 0 69 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 OF :•441 that the engineer named is licensed in the jurisdiction(s)identified and that the <U designs comply with ANSI/TPI 1. These designs are based upon parameters �i� �4 0 \P;•• �``� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ij�s••• R `G 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 eI1110 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, Julius Lee PE No.34869 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: June 14,2021 Lee, Julius 1 of 2 �m ID W1 I MiTek MiTek USA, Inc. RE: 2826881-PSLP-COMO - 6904 Parke East Blvd. Tampa, FL 3361 0-41 1 5 Site Information: Customer Info: PSL PROPERTIES Project Name: COMO Model: . Lot/Block: . Subdivision: . Address: 5305 HICKORY DRIVE— City: City: FORT PIERCE State: FL No. Seal# Truss Name Date 45 T24319195 V5 6/14/21 46 T24319196 V6 6/14/21 47 T24319197 V7 6/14/21 48 T24319198 V8 6/14/21 49 T24319199 V9 6/14/21 50 T24319200 V10 6/14/21 51 T24319201 V11 6/14/21 52 T24319202 V12 6/14/21 53 T24319203 V13 6/14/21 2 of 2 Job Truss Truss Type Qty Ply T24319151 2826881-PSLP-COMO Al Common 5 1 Job Reference(optional) Builders FistSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:30 2021 Page 1 I D:MU uwuNfhjzQO9AppBGBNChz7Lro-?ueOZZKZjFFOj W U 12nNJvOel iDuuX80tl_me86z72Vp 5-9-1 11-0-4 16-3-8 21-3-5 , 23-7-3 28-5-12 32-6-0 5-9-1 5-3 4 5-3-4 4-11-14 2_ ;4 4-10-9 4-0 4 Scale:3/16"=l' 4x6= 5 3x4 i 3x6 i 16 4 17 3x4 6 3x6 6.00 126 \\ 3 7 15 18 2 2x4 8 1 9 co 0 Iu� 0 3x4= 14 19 13 20 12 11 10 ST1.5x8 STP= o ST1.5x8 STP—_ 3x4= 3x6= 3x8— 3x6= ST1.5x8 STP= 3x4 6x8= 8-4-11 16-3-8 23-7-3 32-5-0 32 -0 8-4-11 7-10-13 7-3-11 8-9-13 0-1-0— Plate Offsets(X,Y)-- [1:0-0-7,Edge],[9:0-1-14,0-1-8],[10:0-3-8,0-3-0] 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 0.72 Vert(LL) -0.12 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.22 9-10 >471 240 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.09 1-14 >999 240 Weight:166 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-7-10,9=0-7-10,10=0-7-10 Max Horz 1=356(LC 11) Max Uplift 1=-371(LC 12),9=-59(LC 8),10=-707(LC 12) Max Grav 1=981(LC 17),9=203(LC 18),10=1638(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1580/830,2-4=-1390/755,4-5=-582/498,5-6=-638/469,6-8=-166/486, 8-9=-130/251 BOT CHORD 1-14=-612/1607,12-14=-355/1112,10-12=-341/341 WEBS 2-14=-325/345,4-14=-200/634,4-12=-755/504,6-12=-412/1102,6-10=-1226/860, 8-10=-379/337 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 16 3-8 to 22-3-8,IIn elrior(1)22-3-8 to 32-2-3 zone; antilever left and nghht exposed C-C for members and forces&MWFRS for R) ,,��`1US CF�,,,�ji reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,� .• G E N S••• i� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� •' F '•• to the use of this truss component. No 34869 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 371 lb uplift at joint 1,59 lb uplift at joint 9 and 707 lb uplift at joint 10. �•• A �•' < 0R�O, � �• 4S/ONA;�"0%% Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319152 2826881-PSLP-COMO A2 Common 3 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:31 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-T4CmmvLBUZN FLg3EcU uYScAHodCgGc01 zeW BhYz72Vo 5-9-1 11-0-4 16-3-8 21-3-5 , 26-3-3 , 32-6-0 5-9-1 5-3 4 5-3-4 4-11-14 4-11-14 6-2-13 Scale:3/16"=l' 4x4= 5 3x4 i 3x4 4 6 3x6 i 16 17 3x6 6.00 12 2x4\\ 3 7 2x4 II 15 8 2 1 9 co 0 Iu� 0 3x4= 14 18 13 19 12 20 11 21 10 ST1.5x8'STP= o ST1.5x8 STP—_ 3x4= 3x6= 3x8— 4x6= ST1.5x8 STP= 3x4— 6x8= 8-4-11 16-3-8 26-3-3 32-5-0 32 -0 8-4-11 7-10-13 9-11-11 6-1-13 0-1-0 Plate Offsets(X,Y)-- [1:0-0-7,Edge],[9:0-1-7,0-1-8],[10:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.30 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.50 10-12 >627 240 BCLL 0.0 * Rep Stress Incr YES WB 0.82 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.10 1-14 >999 240 Weight:166 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-14 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-10 REACTIONS. (size) 1=0-7-10,9=0-7-10,10=0-7-10 Max Horz 1=-356(LC 10) Max Uplift 1=431(LC 12),9=-76(LC 10),10=-699(LC 12) Max Grav 1=1131(LC 17),9=86(LC 22),10=1692(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1884/991,2-4=-1696/920,4-5=-910/658,5-6=-943/647,6-8=-55/468, 8-9=-247/454 BOT CHORD 1-14=-751/1875,12-14=-500/1403,10-12=-187/606,9-10=-317/302 WEBS 2-14=-316/333,4-14=-198/596,4-12=-733/516,5-12=-288/555,6-12=-48/446, 6-10=-14041728,8-10=412/424 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-3-13 to 6-3-13,Interior(1)6-3-13 to 16-3-8,Exterior(2R) 16-3-8 to 22-3-8,Interior(1)22-3-8 to 32-2-3 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 ♦♦� .••�G E N s••• �% 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ♦♦ •• F ••. �� to the use of this truss component. 34869 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 431 lb uplift at joint 1,76 lb uplift at joint !c 9 and 699 lb uplift at joint 10. 411 i Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319153 2826881-PSLP-COMO A3 Common 3 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:32 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-xGl8_FMpFsV5ypeQABPn_pjSW 1 Y3?2MACI FID?z72Vn 11-0-Q 5-9-1 11-0-4 16-3-8 21-3-5 26-3-3 32-6-0 `I-O- 5-9-1 5-3 4 5-3-4 4-11-14 4-11-14 6-2-13 Scale:3/16"=l' 4x4= 6.00 12 6 3x4 i 3x4 5 7 3x6 i 17 18 3x6 2x4 4 8 2x4 11 9 3 16 10 2 ao 1 ]o o ST1.5x8 STP= 15 19 14 20 13 21 12 22 •11 ST1.5x8 STP= o 3x4 i 3x4= 3x6= 3x8—_ 4x6= ST1.5x8 STP= 3x4— 6x8= 8-4-11 16-3-8 26-3-3 32-5-0 32 -0 8-4-11 7-10-13 9-11-11 6-1-13 0-1-0 Plate Offsets(X,Y)-- [2:0-1-12,0-1-8],[10:0-1-7,0-1-8],[11:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.30 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.50 11-13 >628 240 BCLL 0.0 * Rep Stress Incr YES WB 0.82 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.07 2-15 >999 240 Weight:168 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-11 REACTIONS. (size) 2=0-7-10,11=0-7-10,10=0-7-10 Max Horz 2=369(LC 11) Max Uplift 2=-532(LC 12),11=-694(LC 12),10=-75(LC 10) Max Grav 2=1205(LC 17),11=1691(LC 18),10=86(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1871/942,3-5=-1685/879,5-6=-909/650,6-7=-941/646,7-9=-45/465, 9-10=-237/451 BOT CHORD 2-15=-740/1861,13-15=-497/1398,11-13=-185/606,10-11=-314/300 WEBS 3-15=-309/302,5-15=-163/586,5-13=-728/513,6-13=-282/554,7-13=-47/445, 7-11=-14001711,9-11=-412/424 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 16 3-8 to 22-3-8,IIn elrior(1)22-3-8 to 32-2-3 zone; antilever left and right exposed;C-C for members s and forces&MWFRSRfor , ,3Lju s C��,,,�ji reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦♦ .••�G E N&••• i� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : •• F ••• �� to the use of this truss component. N 34869 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 532 lb uplift at joint 2,694 lb uplift at 9 joint 11 and 75 lb uplift at joint 10. • i01 •OR\• G �% 111 O nItIt0 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319154 2826881-PSLP-COMO A4 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:33 2021 Page 1 I D:MU uwuNfhjzQO9AppBGBNChz7Lro-PTJ W BbN ROAdyazDckvwOX1 G W_Ruykbl KRy?.IlRz72Vm 1-0-q 8-0-15 15-8-0 16-11-Q 21-7-1 26-3-3 , 32-6-0 1-0-0 8-0-15 7-7-1 1-3-0 4-8-2 4-8-2 6-2-13 4x6= 4x6= Scale=1:60.1 6.00 12 4 5 3x4 6 5x8 i 3x6 7 3 18 2x4 11 17 8 N 16 9 2 1 I9 ST1.5x8 STP= 15 14 13 12 11 19 20 10 ST1.5x8 STP= 4x4= 2x4 4x6= 3x4= 3x6= ST1.5x8 STP= 3x4= 3x4= 5x6= 8-0-15 15-8-0 6-11- 26-3-3 32-5-0 32 -0 8-0-15 7-7-1 1-3-0 9-4-3 6-1-13 0- -0 Plate Offsets(X,Y)-- [3:0-4-0,0-3-0],[9:0-1-7,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.25 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.38 10-12 >825 240 BCLL 0.0 * Rep Stress Incr YES WB 0.39 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.14 13-15 >999 240 Weight:170 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-7 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-13,6-10 REACTIONS. (size) 2=0-7-10,10=0-7-10,9=0-7-10 Max Horz 2=356(LC 11) Max Uplift 2=-546(LC 12),10=-618(LC 12),9=-56(LC 12) Max Grav 2=1209(LC 17),10=1671(LC 18),9=85(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1855/917,3-4=-973/625,4-5=-823/656,5-6=-973/664,6-8=0/289,8-9=-123/383 BOT CHORD 2-15=-705/1804,13-15=-706/1797,12-13=-179/934,10-12=-197/649,9-10=-304/181 WEBS 3-15=0/349,3-13=-985/599,4-13=-95/256,5-12=-148/309,6-12=-7/428, 6-10=-1258/588,8-10=-407/414 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 15-8-0,Exterior(2E) `�11111111111 15-8-0 to 16-11-0,Exterior(2R)16-11-0 to 25-4-13,Interior(1)25-4-13 to 32-2-3 zone;cantilever left and right exposed;C-C for NN%% U S LF4I'0��j members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements (,specific ,�� .••� E N S••. to the use of this truss component. : •• F �.0 4)Provide adequate drainage to prevent water ponding. 34869 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 546 lb uplift at joint 2,618 lb uplift at 'fl •c joint 10 and 56 lb uplift at joint 9. .0 44/ . C? sS1ONAL�?•�`• /111111 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319155 2826881-PSLP-COMO A5 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:34 2021 Page 1 I D:M UuwuNfhjzQO9AppBGBNChz7Lro-uftuPxN3n UIpC7opHcSF4Eoj W rlbTOPTgcksltz72Vl 11-0-q 6-3-13 13-8-0 18-11-0 26-3-3 32-6-0 '1-0-0 6-3-13 7-4-3 5-3-0 7-4-3 6-2-13 Scale=1:59.7 5x8= 4x6= 6.00 12 415 16 5 5x6 i 3x4 3 6 w 14 7 2 ]us 0 0 12 18 9 ST1.5x8 STP= 13 11 10 8 ST1.5x8 STP= 3x4= 2x4 3x6= 3x4= 3x8= 3x6= ST1.5x8 STP= 3x4= 3x6 11 6-3-13 13-8-0 18-11-0 26-3-3 32-5-0 32 -0 6-3-13 7-4-3 7-4-3 6-1-13 0- -0 Plate Offsets(X,Y)-- [2:0-0-11,Edge],[3:0-3-0,0-3-4],[4:0-6-0,0-2-8],[7:0-1-7,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.11 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.22 11-13 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.53 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.07 13 >999 240 Weight:167 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-11,4-10 REACTIONS. (size) 7=0-7-10,2=0-7-10,8=0-7-10 Max Horz 2=312(LC 11) Max Uplift 7=-59(LC 10),2=-538(LC 12),8=-662(LC 12) Max Grav 7=104(LC 18),2=1208(LC 17),8=1600(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1966/980,3-4=-11861712,4-5=-763/611,5-6=-912/583,6-7=-140/391 BOT CHORD 2-13=-791/1888,11-13=-792/1881,10-11=-319/1129,8-10=-256/205,7-8=-256/205 WEBS 3-13=0/300,3-11=-835/521,4-11=-1 52/579,4-10=-519/237,6-10=-418/1168, 6-8=-1315/891 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 13-8-0,Exterior(2E) `t11111111111 13-8-0 to 18-11-0,Exterior(2R)18-11-0 to 274-13,Interior(1)27-4-13 to 32-2-3 zone;cantilever left and right exposed;C-C for No%t members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� • ��j 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ♦♦� .••��,E N S••. �i� to the use of this truss component. : •• F �� 4)Provide adequate drainage to prevent water ponding. N 34869 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59 lb uplift at joint 7,538 lb uplift at joint 9 2 and 662 lb uplift at joint 8. • •OR\• G �% 111 ON '��1111111111��. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319156 2826881-PSLP-COMO B1 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:35 2021 Page 1 I D:MU uwuNfhjzQO9AppBGBNChz7Lro-MrRHcHOhYntgq HN?rKzUcSLwbEanCTRduGUPgKz72Vk 5-10-0 11-8-0 16-3-8 20-11-0 26-9-0 1-0-0 5-10-0 5-10-0 4-7-8 4-7-8 5-10-0 Scale=1:47.3 4x4= 3x4= 46= 4 15 16 5 17 6 6.00 Ft2 3x4 i 46 7 3 ao 14 N m 13 w rM M 2 1 0 * 12 11 18 10 19 9 ST1.5x8 STP= 8 3x4= 2x4 I I 3x8= 46= 3x8= 3x6 5-10-0 11-8-0 20-11-0 26-9-0 5-10-0 5-10-0 9-3-0 5-10-0 Plate Offsets(X,Y)-- [2:0-0-11,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) -0.24 9-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.40 9-11 >789 240 BCLL 0.0 * Rep Stress Incr YES WB 0.54 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.08 11-12 >999 240 Weight:149 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-2 oc bracing. REACTIONS. (size) 2=0-7-10,8=Mechanical Max Horz 2=-206(LC 10) Max Uplift 2=-553(LC 12),8=-470(LC 12) Max Grav 2=1271(LC 17),8=1112(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2074/1076,3-4=-1521/871,4-5=-1336/857,5-6=-910/644,6-7=-1052/624, 7-8=-1046/659 BOT CHORD 2-12=-1043/1906,11-12=-1043/1906,9-11=-661/1228 WEBS 3-11=-610/429,4-11=-114/406,5-9=-514/346,6-9=-9/266,7-9=-473/1008 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 11-8-0,Exterior(2R) ttv,111 t 111ll,�' 11-8-0 to 20-1-13,Interior(1)20-1-13 to 20-11-0,Exterior(2E)20-11-0 to 26-7-4 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 `�� •� �j, 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,� G•E•N,3 to the use of this truss component. •• F•�•, �� 4)Provide adequate drainage to prevent water ponding. 34869 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 553 lb uplift at joint 2 and 470 lb uplift at joint 8. . ;o N AN �,,�� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319157 2826881-PSLP-COMO B2 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:36 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-q2?fgdPJJ5?XRRxBP1 Uj9ft5Mew_xvBm7wDyMmz72Vj 1-0-0, 5-0-15 9-8-0 16-3-8 22-11-0 26-9-0 1-0-0 5-0-15 4-7-1 6-7-8 6-7-8 3-10-0 Scale=1:46.9 5x8= 2x4 11 5x8= 4 14 1516 5 17 6 6.00 12 3x4 2x4 7 3 0 N N uJ M 13 � 2 1 o ST1.5x8 STP= 12 11 10 9 8 3x6= 3x4= 3x6= 3x8= 3x4= 3x6 I I 9-8-0 16-3-8 22-11-0 26-9-0 9-8-0 6-7-8 6-7-8 3-10-0 Plate Offsets(X,Y)-- [4:0-6-0,0-2-8],[6:0-6-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.20 2-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.41 2-12 >767 240 BCLL 0.0 * Rep Stress Incr YES WB 0.64 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.09 10-12 >999 240 Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-1 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-12 cc bracing. REACTIONS. (size) 2=0-7-10,8=Mechanical Max Horz 2=199(LC 12) Max Uplift 2=-553(LC 12),8=-470(LC 12) Max Grav 2=1048(LC 17),8=971(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1681/1081,3-4=-1430/891,4-5=-1296/928,5-6=-1296/928,6-7=-787/518, 7-8=-946/634 BOT CHORD 2-12=-1060/1518,10-12=-742/1232,9-10=-390/657 WEBS 3-12=-336/361,4-12=-85/393,5-10=-411/416,6-10=-515/817,6-9=-407/371, 7-9=-499/843 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 4-10-15,Interior(1)4-10-15 to 9-8-0,Exterior(2R) vLrrrlJg LF 9-8-0 to 18-1-13,Interior(1)18-1-13 to 22-11-0,Exterior(2E)22-11-0 to 26-7-4 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 .••�G E N S+•• 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� •• F•••. �� to the use of this truss component. 34869 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. 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. !c 7)Refer to girder(s)for truss to truss connections. 411 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 553 lb uplift at joint 2 and 470 lb uplift at 0 . 11 1%'* joint 8. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319158 2826881-PSLP-COMO B3 Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:39 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-EdgnSeRCb0O61ugm4A1 QnIVXes_88FvCpuScz5z72Vg -1-0-0, 3-10-8 7-8-0 , 13-6-12 19-3-12 26-9-0 1-0-0 3-10-8 3-9-8 5-10-12 5-9-0 7-5-4 Scale=1:46.7 NAILED NAILED NAILED 4x6= NAILED NAILED NAILED 3x4= NAILED NAILED 5x6= NAILED NAILED 5x6— 16 4 17 18 19 20 5 21 22 23 6 24 25 7 2x4 II _1 111 6.00 F12 NAILED nn 8 3x4 i 15 11 77 oi 3 T N A M M 2 1 O * e 14 26 27 13 28 29 30 12 31 11 32 10 33 34 35 9 4x6 ST1 STP= NAILED 5x6 WB= NAILED NAILED NAILED 4x6— 2x4 I I Sx8= 3x4= 5x6= 5x6= LUS24 NAILED NAILED NAILED NAILED NAILED NAILED 3-10-8 7-8-0 13-6-12 19-3-12 26-9-0 3-10-8 3-9-8 5-10-12 5_ _6 7-5-4 Plate Offsets(X,Y)-- [6:0-3-0,0-3-0],[7:0-3-0,0-2-0],[9:0-1-12,0-3-0] 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 0.83 Vert(LL) 0.32 12-13 >978 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.40 9-10 >779 240 BCLL 0.0 * Rep Stress Incr NO WB 0.70 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-15 cc purlins, BOT CHORD 2x4 SP M 31 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-10-14 cc bracing. 8-9:2x6 SP No.2,7-10,5-13,6-12:2x4 SP No.2 WEBS 1 Row at midpt 7-10 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10,9=Mechanical Max Horz 2=202(LC 8) Max Uplift 2=-1429(LC 8),9=-1374(LC 8) Max Grav 2=2333(LC 36),9=2314(LC 37) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4374/2595,3-4=-3904/2388,4-5=-3517/2198,5-6=-4144/2532,6-7=-3346/2019 BOT CHORD 2-14=-2364/3840,13-14=-2364/3840,12-13=-2488/4155,10-12=-2002/3390, 9-10=-541/885 WEBS 4-13=-779/1418,7-9=-2044/1312,7-10=-1749/3014,5-13=-821/425,6-10=-880/701, 5-12=-51/268,6-12=-594/934,3-14=-128/336,3-13=-409/268 NOTES- 2)Wind:ASCE 7-16;Vu tanced roof live a1 considereds have been 60mph(3 se o dgust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,�� .••�(,E N g•• �i� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : •• F•••• �� to the use of this truss component. 34869 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. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 'fl •c 7)Refer to girder(s)for truss to truss connections. .0 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1429 lb uplift at joint 2 and 1374 lb uplift *0 at joint 9. i 4 QP;•�� 9)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 5-0-12 from the left end to connect ss•0 R .••-`�,�� truss(es)to back face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 10)Fill all nail holes where hanger is in contact with lumber. �"f///O N A1111',,` 0%� 11)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 T24319158 2826881-PSLP-COMO B3 Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:39 2021 Page 2 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-EdgnSeRCb0061ugm4A1 QnIVXes_88FvCpuScz5z72Vg LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-7=-54,7-8=-54,2-9=-20 Concentrated Loads(lb) Vert:6=-11(B)7=-11(B)10=-181(B)15=-65(B)16=-11(B)17=-11(B)18=-11(B)20=-11(B)22=-11(B)23=-11(B)24=-11(B)25=-11(B)26=-363(B)27=-270(B) 28=-181(B)29=-181(B)30=-181(B)31=-181(B)32=-181(B)33=-181(B)34=-181(B)35=-181(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 T24319159 2826881-PSLP-COMO C1 Common 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:40 2021 Page 1 I D:MU uwuNfhjzQO9AppBGBNChz7Lro-ipEAf_SgM KWzw2FyetYfJV2h3FJAtkKM2YBAVXz72Vf 8-8-0 16-3-8 23-11-0 8-8-0 7-7-8 7-7-8 4x6= Scale=1:51.9 6.00 12 3 11 5x8 i 10 12 5x6 4 2 9 m cb v 1 m 0 ST1.5x8 STP= 8 7 6 5 3x6= 2x4 11 3x6= 3x8= 3x6 11 8-8-0 16-3-8 23-11-0 8-8-0 7-7-8 7-7-8 Plate Offsets(X,Y)-- [2:0-4-0,0-3-4],[4:Edge,0-1-12] 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 0.92 Vert(LL) -0.14 1-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.32 1-8 >870 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.22 1-8 >999 240 Weight:125 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-5-2 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS. (size) 1=0-7-10,5=Mechanical Max Horz 1=-273(LC 10) Max Uplift 1=-390(LC 12),5=-436(LC 12) Max Grav 1=888(LC 17),5=868(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1413/855,2-3=-737/578,3-4=-722/565,4-5=-798/660 BOT CHORD 1-8=-925/1326,6-8=-925/1326 WEBS 2-8=0/346,2-6=-848/645,3-6=-43/328,4-6=-391/672 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-3-13 to 6-3-13,Interior(1)6-3-13 to 16-3-8,Exterior(2R) 16-3-8 to 22-3-8,Interior(1)22-3-8 to 23-9-4 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 ,,�� L�US �� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� • ��j to the use of this truss component. ♦♦� .•'��,E N g'• �i� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : •• F•••• �� 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide N 34869 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 390 lb uplift at joint 1 and 436 lb uplift at joint 5. 9 • • i .�0�� • • O R`O P* \��C/ ON 1811111111��. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319160 2826881-PSLP-COMO C2 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:41 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-A?oYtKTS7degYCg9Ca4usjbs9fh8c8XVHCxj 1 zz72Ve 2-7-10 , 7-8-0 , 14-9-14 16-3-8, 23-11-0 2-7-10 5-0-6 7-1-14 1-5-10 7-7-8 5x6— Scale=1:55.3 6 6.00 12 16 3x8 i i 15 17 4x4 5x8 i 7 3x6 i 5 4x12 i 4 14 8x10— 3 ao 2 � 1 To x10— 12 " lq 2x4 ST1.5x8 STIR= 13 10 9 8 41—3x4 I I 3x4= 3x6 2-7-10 7-8-0 14-9-14 16-3-8 23-11-0 2-7-10 5-0-6 7-1-14 1-5-10 7-7-8 Plate Offsets(X,Y)-- [1:0-0-0,0-1-13],[2:0-2-14,0-6-1],[3:0-0-0,0-0-4],[5:0-0-12,0-2-0],[7:0-1-0,0-1-8],[11:0-4-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.21 10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.40 8-9 >706 240 BCLL 0.0 * Rep Stress Incr YES WB 0.76 Horz(CT) 0.47 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.29 3-12 >971 240 Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 6-7:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-6-2 oc bracing. 2-13:2x8 SP 240OF 2.0E,3-11:2x6 SP M 26 WEBS 1 Row at midpt 5-11,6-9 WEBS 2x4 SP No.3*Except* 6-9:2x4 SP M 31 REACTIONS. (size) 1=0-7-10,8=Mechanical Max Horz 1=-273(LC 10) Max Uplift 1=-387(LC 12),8=-427(LC 12) Max Grav 1=894(LC 17),8=886(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1315/758,2-3=-406/43,3-5=-2085/1315,5-6=-861/619,6-7=-733/565, 7-8=-807/660 BOT CHORD 1-13=-811/1177,3-12=-1420/2064,11-12=-1422/2068 WEBS 5-12=-57/503,5-11=-1437/1044,9-11=-250/257,6-11=-26/370,7-9=-397/683 NOTES- ,,t11111111/11�� 1)Unbalanced roof live loads have been considered for this design. ``0 N3LIU S CF I,. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,N ......... �j 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-3-13 to 6-3-13,Interior(1)6-3-13 to 16-3-8,Exterior(2R) ,�� ••'\GEN 16-3-8 to 22-3-8,Interior(1)22-3-8 to 23-9 4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for •• F•••, �� reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 34869 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)This truss has been designed fora 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. 4% 6)Refer to girder(s)for truss to truss connections. 0••, �(/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 387 lb uplift at joint 1 and 427 Ib uplift atO R`Q N�,�� joint 8. 0 `� O N A111 �E`` 1� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319161 2826881-PSLP-COMO C3 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:42 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-fBMw4gU4uxmh9MPLIlb7Ow72K326LZlfVsgHaQz72Vd 16-3-8 2-7-10 7-8-0 14-9-14 15r0-0 17-7-0 23-11-0 2-7-10 5-0-6 7-1-14 0--2 1-3-8 1-3-8 6-4-0 4x6= Scale=1:50.5 7 5x6= 6 19 2x4 11 6.00 12 8 5x6 11 3x8 3x8 3x6 i 5x8 9 5 ro 0 4x12 5- 4 °D ao N 8x10= V 23 115x8=L4 op 10 1 3 6 ,0 8x10= 15 N qI 16 5x6 2x4 18 ST1.5x8 STP= 17 14 13 12 4x4= 3x4 I I 3x4= 3x6= 16-3-8 2-7-10 7-8-0 14-9-14 15r0-0 17-7-0 23-11-0 2-7-10 5-0-6 7-1-14 0--2 1-3-8 1-3-8 6-4-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-13],[2:0-2-14,0-6-1],[3:0-0-0,0-0-4],[5:0-0-12,0-2-8],[7:0-3-0,0-2-0],[11:0-3-12,0-2-8],[15:0-4-0,0-2-0],[18:0-1-0,0-2-4] 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 0.87 Vert(LL) -0.27 15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.49 15 >567 240 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(CT) 0.68 18 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.37 15 >757 240 Weight:181 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, 1-5,1-4:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing. 2-17:2x8 SP 240OF 2.OE,3-15:2x6 SP M 26 WEBS 1 Row at midpt 5-15 WEBS 2x4 SP No.3*Except* 9-18:2x6 SP No.2,6-13:2x4 SP M 31,8-12:2x6 SP M 26 R VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL REACTIONS. (size) 1=0-7-10,18=Mechanical Max Horz 1=-244(LC 10) LOADS IMPOSED BY SUPPORTS(BEARINGS). Max Uplift 1=-389(LC 12),18=-431(LC 12) Max Grav 1=890(LC 17),18=872(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1299/689,2-3=-379/21,3-5=-2025/1186,5-6=-926/608,7-8=-555/543, 8-9=-812/540,10-18=-872/544,9-10=-819/568,6-7=-623/564 BOT CHORD 1-17=-748/1156,3-16=-1297/1976,15-16=-1299/1980,12-13=-310/526 WEBS 5-16=-74/464,5-15=-1282/890,13-15=-305/246,11-12=-70/290,9-11=-449/731, 7-13=-290/472,7-12=-312/107 1)Unbalanced roof live loads have been considered for this design. ♦♦♦ �pu S 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ♦ .• G E N S'•. �� 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-3-13 to 6-3-13,Interior(1)6-3-13 to 15-0-0,Exterior(2E) `♦♦ F ••. �� 15-0-0 to 23-8-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber : nJ 34869 DOL=1.60 plate grip DOL=1.60 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. O 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �i�' f• O R,Q Q;*��,♦♦ 7)Refer to girder(s)for truss to truss connections. �j`S1 •• G`�,♦ 8)joint Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 389 lb uplift at joint 1 and 431 lb uplift at �� ' O NA //111110 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 ANSI7TPI1 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 T24319162 2826881-PSLP-COMO C4 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:43 2021 Page 1 I D:MU uwuNfhjzQO9AppBGBNChz7Lro-70wl lOUifFuYn W_XJ?6Mx8gD4TPV40tokVQg6sz72Vc 2-7-10 7-8-0 13-0-0 , 14-9-14 16-3-8 19-7-0 23-11-0 2-7-10 5-0-6 5-4-0 1-9-14 1-5-10 4-4-0 5x8= Scale=1:44.3 2x4 11 5x8= 5 6 18 7 3x4 6.00 F12 5.8 i 8 4x12 4 4x12 i 7 op 0 u; 16 8x10 5- m T v 23 1 8x10 12 0 = 14 13 9 5x8 I 2x4 11 3x4= r 4x4= 15 11 10 9 ST1.5x8 STP= 3x4 11 3x4= 3x4= 3x6 11 2-7-10 7-8-0 13-0-0 14-9-14 16-3-8 19-7-0 23-11-0 2-7-10 5-0-6 5-4-0 1-9-14 1-5-10 4-4-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-13],[2:0-3-7,0-5-0],[3:0-0-0,0-0-4],[4:0-1-12,0-2-8],[5:0-6-0,0-2-8],[7:0-6-0,0-2-8],[12:0-4-0,0-2-0] 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 0.87 Vert(LL) -0.22 12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.40 12 >700 240 BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.46 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.31 12 >906 240 Weight:172 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, 7-8,5-7:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. 2-15:2x8 SP 240OF 2.OE,3-12:2x6 SP M 26 WEBS 2x4 SP No.3*Except* 7-10,6-11:2x4 SP M 31 REACTIONS. (size) 1=0-7-10,9=Mechanical Max Horz 1=240(LC 12) Max Uplift 1=-392(LC 12),9=-436(LC 12) Max Grav 1=891(LC 17),9=867(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1299/704,2-3=-348/16,3-4=-1972/1270,4-5=-1090/779,7-8=-584/432, 8-9=-831/618,5-6=-863/735,6-7=-721/637 BOT CHORD 1-15=-777/1135,3-14=-1302/1883,13-14=-1305/1887,12-13=-626/960,10-11=-304/473 WEBS 4-14=-144/411,4-13=-1056/771,5-13=-228/452,7-10=-383/370,11-12=-363/287, 7-11=-331/486,8-10=-435/678 ♦ `�11111111/��, , NOTES- ♦ `�U S � I 1)Unbalanced roof live loads have been considered for this design. ♦♦ �j 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,♦♦ .•' • �i� 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-3-13 to 6-3-13,Interior(1)6-3-13 to 13-0-0,Exterior(2E) �� •• V\(,E N g•F•••, �� 13-0-0 to 23-9-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 34869 DOL=1.60 plate grip DOL=1.60 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. '0 •c 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �44/: 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. �i ••'C� O R`Q Q;••��,�� 7)Refer to girder(s)for truss to truss connections. s•'•.. •• G' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 392 lb uplift at joint 1 and 436 lb uplift at `�.♦`♦♦ joint 9. I S RO N A,- �1//1111110`` Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319163 2826881-PSLP-COMO C5 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:44 2021 Page 1 I D:MU uwuNfhjzQO9AppBGBNChz7Lro-baUgVMVLQY00PfZktjdbULDOgtkcpV4xz99Neiz72Vb 2-7-10 7-8-0 11-0-0 14-9-14 16-3-8 21-7-0 23-11-0 2-7-10 5-0-6 3 4-0 3-9-14 1-5-10 5-3-8 2-4-0 Scale=1:44.3 5x6= 2x4 11 5x8— 5 16 6 17 7 3x4 6.00 12 3x6 8 4x12 i 4 4x12 15 oi ro 0 8x10 i w 6 ro a 23 1 12 0 8x10— 13 5x8 0 o , 3x4= * 4x4= 14 11 10 9 ST1.5x8 STP= 3x4 I I 3x6= 3x4= 3x6 i11-0-0 14-9-14 16-3-8 21-7-0 23-11-0 2-7-10 5-0-6 3 4-0 3-9-14 1-5-10 5-3-8 Plate Offsets(X,Y)-- [1:0-0-0,0-1-13],[2:0-3-7,0-5-0],[3:0-0-0,0-0-4],[5:0-3-0,0-2-0],[7:0-6-0,0-2-8],[12:0-3-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.18 3-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.32 3-13 >882 240 BCLL 0.0 * Rep Stress Incr YES WB 0.70 Horz(CT) 0.23 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.27 3-13 >999 240 Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, 7-8,5-7:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 2-14:2x8 SP 240OF 2.OE,3-12:2x6 SP M 26 WEBS 2x4 SP No.3*Except* 6-11:2x6 SP M 26 REACTIONS. (size) 1=0-7-10,9=Mechanical Max Horz 1=240(LC 12) Max Uplift 1=-392(LC 12),9=-436(LC 12) Max Grav 1=886(LC 17),9=867(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1299/715,2-3=-320/7,3-4=-1912/1205,4-5=-2021/1435,7-8=-406/281, 8-9=-875/585,5-6=-1092/842,6-7=-880/693 BOT CHORD 1-14=-798/1106,3-13=-1238/1786,12-13=-816/1155,10-11=-214/340 WEBS 4-13=-462/470,7-10=-546/501,11-12=-414/370,6-12=-335/365,7-11=-532/718, 8-10=-484/762,5-13=-712/1065 NOTES- 1)Unbalanced roof live loads have been considered for this design. `� • �j 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ♦♦� •.••�G E N s••.• #.o 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-3-13 to 6-3-13,Interior(1)6-3-13 to 11-0-0,Exterior(2R) ♦♦ F �� 11-0-0 to 19-5-13,Interior(1)19-5-13 to 21-7-0,Exterior(2E)21-7-0 to 23-9-4 zone;cantilever left and right exposed;C-C for 34869 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. 'O !c 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. O; ;��: 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide o will fit between the bottom chord and any other members. O R Q Q:••��,♦♦ 7)Refer to girder(s)for truss to truss connections. �j ...... 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 392 lb uplift at joint 1 and 436 lb uplift at 4* / ••�` �� joint 9. 111111111101 N A �.� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319164 2826881-PSLP-COMO C6 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:45 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-3m23ii WzBs8FOp7wRQ8gOZ1YsG_ZYOk5BpvxAkz72Va 2-7-10 7-8-0 9-0-0 , 14-9-14 16-3-8 23-7-0 23 11-0 2-7-10 5-0-6 1-4-0 5-9-14 1-5-10 7-3-8 0-4- Scale=1:42.6 5x6= 2x4 11 3x8= 3x6 i 5 6 14 7 rl 6.00 F12 4x12 i 4 4x12- 13 oi 8x10 23 1 Sx10 10 0 = 11 5x8 3x4= e 4x4= 12 9 8 ST1.5x8 STP= 3x4 I I 3x6= 4x6 2-7-10 7-8-0 9-0-0 14-9-14 16-3-8 23-7-0 231 -0 2-7-10 5-0-6 1-4-0 5-9-14 1-5-10 7-3-8 0-4- Plate Offsets(X,Y)-- [1:0-0-0,0-1-13],[2:0-3-7,0-5-0],[3:0-0-0,0-0-4],[5:0-3-0,0-2-0],[8:Edge,0-3-8],[10:0-3-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.31 8-9 >917 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.64 8-9 >440 240 BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(CT) 0.23 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.27 3-11 >999 240 Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-7:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS 1 Row at midpt 7-9 2-12:2x8 SP 240OF 2.0E,3-10:2x6 SP M 26 WEBS 2x4 SP No.3*Except* 6-9:2x6 SP M 26 REACTIONS. (size) 1=0-7-10,8=Mechanical Max Horz 1=246(LC 12) Max Uplift 1=-391(LC 12),8=-437(LC 12) Max Grav 1=875(LC 17),8=867(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1299/709,2-3=-319/0,3-4=-1907/1164,4-5=-1989/1357,7-8=-770/599, 5-6=-1451/1002,6-7=-1108/765 BOT CHORD 1-12=-791/1068,3-11=-1 192/1721,10-11=-1000/1405 WEBS 4-11=-468/464,9-10=-479/433,6-10=-466/482,7-9=-843/1196,5-11=-607/920 NOTES- 1)11;Exp C;Encl.,:ASCE 1GCpi Ito 180 MWFRS(directional)and C1C Exterior(2E)0-3-13fto 6 D3 13,10nterior(1)6-3-13 to 9-0 0,E teior(R) at ` ��,�L�U S CF�,,,j�i 9-0-0 to 17-5-13,Interior(1)17-5-13 to 23-9-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for ,� •••�Ci E N S•• i� reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� •• F•••• 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific No 34869 to the use of this truss component. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10 6)Refer to girder(s)for truss to truss connections. .0 • 4% 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 391 lb uplift at joint 1 and 437 Ib uplift at '��• O R`Q Q;••��,� joint 8. s ,� ,o,f�S;O N A' Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319165 2826881-PSLP-COMO C7 Half Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:47 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-?99p7NYDjTOzG7H IYrAl5_ruG4e_OuxOf7O2Fdz72VY -1-0-0 7-0-0 12-8-4 18-2-12 23-11-0 1-0-0 7-0-0 5-8-4 5-6-8 5-8-4 Scale=1:41.8 Special NAILED NAILED NAILED 4x6= NAILED NAILED 3x4_ NAILED NAILED 5x6= NAILED 5x6= 3 12 13 4 14 15 16 17 5 18 19 20 6 6.00 12 ci q� 2 d1 e ° 11 21 22 1023 24 9 25 8 26 27 28 ST1 STP= NAILED NAILED 4x6=NAILED NAILED 7 3x6 3x6— 3x4= 3x4= 5x6= 4x6 11 Special NAILED NAILED NAILED NAILED 7-0-0 12-8-4 18-2-12 23-11-0 7-0-0 5-8-4 5-6-8 5-8-4 Plate Offsets(X,Y)-- [3:0-3-4,0-2-0],[5:0-3-0,0-3-4],[7:Edge,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.14 10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.29 10-11 >984 240 BCLL 0.0 * Rep Stress Inter NO WB 0.63 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.22 10 >999 240 Weight:121 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-5:2x4 SP No.2,5-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 6-8 WEBS 2x4 SP No.3*Except* 4-11,5-10,6-8:2x4 SP No.2 REACTIONS. (size) 7=Mechanical,2=0-7-10 "Special'indicates special hanger(s)or other connection device(s) Max Herz 2=228(LC 8) required at location(s)shown.The design/selection of such special Max Uplift 7=-1099(LC 8),2=-1005(LC 8) connection device(s)is the responsibility of others.This applies Max Grav 7=2060(LC 25),2=1839(LC 25) to all applicable truss designs in this job. FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3296/1702,3-4=-2917/1593,4-5=-3452/1867,5-6=-2515/1339,6-7=-1918/1148 BOT CHORD 2-11=-1 583/2880,10-11=-1 867/3452,8-1 0=-1 379/2567 WEBS 3-11=-248/915,4-11=-720/374,4-10=-314/446,5-10=-586/1062,5-8=-1290/984, 6-8=-1560/2930 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,,�1111 t 1III11,' 11;Exp C;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 %N F �j to the use of this truss component. ,�� .•' G•E•N S 3)Provide adequate drainage to prevent water ponding. •• F•••, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 34869 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 1099 lb uplift at joint 7 and 1005 lb uplift at joint 2. 4% 8)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. 0•', 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)348 lb down and 367 lb up at 7-0-0 on top chord,and 332 lb down and 151 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is ��j� < 0 R�'G'``�` the ity of others. 10) In the LOADIICASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ',,�I�O�N AL```�,,, /811111110" LOAD CASE(S) Standard Julius Lee PE No.34869 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plo 6904 Parke East Blvd.Tampa FL 33610 Vert:1-3=-54,3-6=-54,2-7=-20 Date: June 14,2021 Continued on page 2 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 T24319165 2826881-PSLP-COMO C7 Half Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:47 2021 Page 2 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-?99p7NYDjTOzG7H IYrAl5_ruG4e_OuxOf7O2Fdz72VY LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-158(F)11=-318(F)12=-107(F)13=-120(F)14=-120(F)16=-120(F)17=-120(F)18=-120(F)19=-120(F)20=-128(F)21=-57(F)22=-60(F)23=-60(F) 24=-60(F)25=-60(F)26=-60(F)27=-60(F)28=-63(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 T24319166 2826881-PSLP-COMO CA Corner Jack 20 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:47 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-?99p7NYDjTOzG7H IYrAl5_r4a4t101 gOf7O2Fdz72VY -1-0-0 1-0-0 1-0-0 1-0-0 Scale=1:7.2 3 6.00 12 oi 2 'o 0 0 u� 0 1 Qo 4 �o Qo Q°o 2x4= ST1.5x8 STP= 1-0-0 1-0-0 Plate Offsets(X,Y)-- [2:0-0-15,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 0.13 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 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-P Wind(LL) 0.00 2 **** 240 Weight:5 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.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical Max Horz 2=66(LC 12) Max Uplift 3=-8(LC 1),2=-139(LC 12) Max Grav 3=23(LC 12),2=128(LC 17),4=18(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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 d any other 5)Refer between r ogirder(s)forottom tru s toord tru trussconnections.members. �\1'v S ��'',, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 139 lb uplift at joint 2. o �� G•E•M S • ��i 34869 • = yt = Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319167 2826881-PSLP-COMO CJ3 Corner Jack 12 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:48 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-TLjBLjYrUn WgtHsV6ZiXeBNEN UBTI U4Xun7bn3z72VX -1-0-0 3-0-0 1-0-0 3-0-0 Scale=1:12.2 3 6.00 F12 oi ro 0 M N 2 1 4 2x4= ST1.5x8 STP= 3-0-0 3-0-0 Plate Offsets(X,Y)-- [2:0-0-15,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 0.19 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 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-P Wind(LL) 0.00 2 **** 240 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.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical Max Horz 2=118(LC 12) Max Uplift 3=-56(LC 12),2=-146(LC 12) Max Grav 3=72(LC 17),2=191(LC 17),4=52(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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 5)Refer between r ogirder(s)forottom tru s toord tru trussd any other connections.members. ,,`�;1'u S ��1',, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 lb uplift at joint 3 and 146 lb uplift at joint 2. �` G E N S• �i, No 34869 * :coo 44 "SJONA;E010 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319168 2826881-PSLP-COMO CJ5 Corner Jack 6 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:49 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-xYHZY3ZTF5ehVRRhgGDmBPwHSuUoUxJg6Rt8JWz72V W 1-0-0 5-0-0 1-0-0 5-0-0 Scale=1:19.3 3 6.00 12 oi 1 0° p• 4 d° o• 3x4= ST1.5x8 STP= 5-0-0 5-0-0 Plate Offsets(X,Y)-- [2:0-4-7,0-0-7] 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 0.69 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 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-P Wind(LL) 0.00 2 **** 240 Weight:18 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. REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical Max Horz 2=172(LC 12) Max Uplift 3=-126(LC 12),2=-157(LC 12) Max Grav 3=147(LC 17),2=261(LC 17),4=92(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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 d any other 5)Refer between r ogirder(s)forottom tru s toord tru truss members. connections. ons ��% .�V S, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 126 lb uplift at joint 3 and 157 lb uplift at `% • joint 2. �� G E N 34869 =-p: :cc . Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319169 2826881-PSLP-COMO D1 Common Girder 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:50 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-QkrymPa5OOmY7bOtDzk?jcTVOHpcDAEq L5cisyz72VV 3-9-5 7-0-12 10-4-0 13-7 4 16-10-11 20-8-0 3-9-5 3-34 3-3 4 3-3-7 3-9-5 Scale=1:38.9 4x4 4 6.00 12 3x6 i 3x6 3 5 3x4 3x4 2 6 1 7 a 0 e ° 12 11 13 10 14 15 9 16 8 17 d c 3x8 HTU26 HTU26 ST1.5x8 STP— ST1.5x8 STP— 2x4 6x8= 7x10= HTU26 6x8= 2x4 HTU26 — 3x8� HTU26 HTU26 HTU26 3-9-5 7-0-12 10-4-0 13-7 4 16-10-11 20-8-0 3-9-5 3-3-7 3-3 4 3-3-4 3-3-7 3-9-5 Plate Offsets(X,Y)-- [1:0-1-12,0-1-8],[7:0-1-12,0-1-8],[9:0-3-8,04-0],[10:0-5-0,04-8],[11:0-3-8,0-4-0] 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 0.48 Vert(LL) -0.11 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.21 10-11 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.92 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.16 10-11 >999 240 Weight:255 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 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-7-10,7=0-7-10 Max Horz 1=224(LC 24) Max Uplift 1=-1930(LC 8),7=-2548(LC 8) Max Grav 1=3646(LC 1),7=4901(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-7197/3816,2-3=-7276/3926,3-4=-5653/3079,4-5=-5654/3080,5-6=-7313/3880, 6-7=-8794/4575 BOT CHORD 1-12=-3297/6287,11-12=-3297/6287,10-11=-3362/6479,9-10=-3322/6515, 8-9=-3969/7707,7-8=-3969/7707 WEBS 4-10=-2590/4819,5-10=-2179/1177,5-9=-1074/2167,6-9=-1385/745,6-8=-663/1414, 3-1 0=-2128/1236,3-11=-1 141/2120,2-11=-427/416 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"xY)nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 cc. ,`�� L�U$ LF I� Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 cc. �� • Webs connected as follows:2x4-1 row at 0-9-0 cc. �� (,ENS'• �i� 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to :♦ •'•�\ F•'•• �.0 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 34869 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 'fl •c to the use of this truss component. 0 ,��: 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �i ••'C� O R`Q Q;•'��,♦♦ will fit between the bottom chord and any other members. s •..• •• `� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1930 lb uplift at joint 1 and 2548 lb uplift tS at joint 7. 1811111 � 9)Use Simpson Strong-Tie HTU26(20-1 Od Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 cc max. starting at 7-0-12 from the left end to 9-0-12 to connect truss(es)to back face of bottom chord. Julius Lee PE No.34869 10)Use Simpson Strong-Tie HTU26(20-1 Od Girder,14-10dx1 1/2 Truss)or equivalent at 11-0-12 from the left end to connect truss(es) MiTek USA,Inc.FL Cert 6634 to back face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 11)Use Simpson Strong-Tie HTU26(20-10dx1 1/2 Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 13-0-12 from the left Date: end to connect truss(es)to back face of bottom chord. June 14,2021 Continued on page 2 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 T24319169 2826881-PSLP-COMO D1 Common Girder 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:50 2021 Page 2 I D:MU uwuNfhjzQO9AppBGBNChz7Lro-QkrymPa5OOmY7bOtDzk?jcTVOHpcDAEq L5cisyz72VV NOTES- 12)Use Simpson Strong-Tie HTU26(20-10dx1 1/2 Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 4-0-0 oc max.starting at 15-0-12 from the left end to 19-0-12 to connect truss(es)to back face of bottom chord. 13)Use Simpson Strong-Tie HTU26(20-16d Girder,14-10dx1 1/2 Truss)or equivalent at 17-0-12 from the left end to connect truss(es)to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-7=-54,1-7=-20 Concentrated Loads(lb) Vert:8=-866(B)11=-1956(B)13=-847(B)14=-847(B)15=-847(B)16=-852(B)17=-848(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 T24319170 2826881-PSLP-COMO D2 COMMON 5 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:51 2021 Page 1 I D:M UuwuNfhjzQO9AppBGBNChz7Lro-uwPKzlbkniuPkkb4nhFEGq?b3h3kyjpzalMFOOz72VU 1-0-0 6-2-4 8-1-8 9-1-5 10-4-0 11-6-11 121 14-5-12 , 20-8-0 1-0-0 6-24 1-114 0-11-13 1-2-11 1-2-11 0-11-13 1-114 6-24 Scale=1:37.7 5x6= 5 3x8= 3x8= 4 6 6.00 F12 12 2x4 II 2x4 2x4 II I I 3 7 oi 14 13 15 8 2 ' PI: -- 179 c ° 11 10 9 c ST1.5x8 STP= 2x4 11 5x6— 2x4 11 ST1.5x8 STP= 5x6= 3x8 6-2-4 14-5-12 20-8-0 6-24 8-3-8 6-2 4 Plate Offsets(X,Y)-- [2:0-3-0,0-2-9],[8:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.41 9-11 >593 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.66 9-11 >367 240 BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.27 9-11 >880 240 Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins. BOT CHORD 2x6 SP M 26*Except* BOT CHORD Rigid ceiling directly applied or 9-9-4 oc bracing. 8-10:2x6 SP No.2 WEBS 2x4 SP No.2*Except* 5-12:2x4 SP No.3 REACTIONS. (size) 8=0-7-10,2=0-7-10 Max Horz 2=239(LC 11) Max Uplift 8=-299(LC 12),2=-404(LC 12) Max Grav 8=1054(LC 19),2=1130(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1769/671,3-4=-13731716,4-5=-360/947,5-6=-347/967,6-7=-1356/727, 7-8=-1746/681 BOT CHORD 2-11=-452/1455,9-11=-452/1455,8-9=-452/1455 WEBS 4-12=-2494/1213,6-12=-2494/1213,7-9=0/599,3-11=0/613 NOTES- 1)Unbalanced roof live loads have been considered for this design. ``tI1111111111�' 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,%%% 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 10-4-0,Exterior(2R) �j 10-4-0 to 16-4-0,Interior(1)16-4-0 to 20-4-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for •••�C E N S reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� •• F•••, 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific No 34869 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. 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. g" ip 6)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-12,6-12 • 44/ Z 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.9-11 �� ,• �C/,� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 299 lb uplift at joint 8 and 404 lb uplift at O R,Q Q;* N�,� joint 2. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 1ON A;,;```�,, Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319171 2826881-PSLP-COMO D3 Common 2 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:52 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-M7ziA5bMX00GMuAGLOmTol Ymp5P_hB77oP5owrz72VT 1-0-0 6-2-4 8-1-8 9-1-5 10-4-0 ,11-6-11 12-6-8 14-5-12 , 20-8-0 ,21-8-0 1-0-0 6-2-4 1-11 4 0-11-13 1-2-11 1-2-11 0-11-13 1-11-4 6-2-4 1-0-0 Scale=1:38.3 5x6= 5 3x8= 3x8= 4 6 6.00 12 13 2x4 II 2x4 II 2x4 I I 3 7 ci 15 16 14 17 2 El 8 1 9 ro Io 12 11 10 e s ST1.5x8 STP= 2x4 I I 5x6— 2x4 I I ST1.5x8 STP= 5x6= 5x6= 6-2-4 14-5-12 20-8-0 6-2-4 8-3-8 6-2-4 Plate Offsets(X,Y)-- [2:0-3-0,0-2-9],[8:0-3-0,0-2-9] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.40 10-12 >595 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.65 10-12 >368 240 BCLL 0.0 * Rep Stress Incr YES WB 0.44 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.26 10-12 >909 240 Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins. BOT CHORD 2x6 SP M 26*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-11:2x6 SP No.2 WEBS 2x4 SP No.2*Except* 5-13:2x4 SP No.3 REACTIONS. (size) 2=0-7-10,8=0-7-10 Max Horz 2=246(LC 11) Max Uplift 2=-400(LC 12),8=-400(LC 12) Max Grav 2=1129(LC 18),8=1129(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1760/662,3-4=-1366/709,4-5=-334/944,5-6=-339/959,6-7=-1354/705, 7-8=-1743/658 BOT CHORD 2-12=-382/1463,10-12=-382/1463,8-10=-382/1463 WEBS 4-13=-2477/1166,6-13=-2477/1166,7-10=0/598,3-12=0/609 NOTES- 1)Unbalanced roof live loads have been considered for this design. ``tI1111111111�' 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,%%% �L�U$ �F II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 10 4-0,Exterior(21R) ,� �j 10-4-0 to 16-4-0,Interior(1)16-4-0 to 21-8-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for •••�C E N S reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� •• F•••, 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific No 34869 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. 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. g" ip 6)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-13,6-13 44/ Z 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-12 �� ,• �C/,� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 400 lb uplift at joint 2 and 400 lb uplift at O R,Q P;* N�,� joint 8. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 1ON A;1 0 "0,, Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319172 2826881-PSLP-COMO D4 Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:54 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-I V4Sbndc3d H_bCJfSpoxuSdAcv3o97vQGjav?jz72VR 1-0-0 5-0-0 8-4-0 10 4-0 12 4-0 15-8-0 , 20-8-0 121-8-0, 1-0-0 5-0-0 3-4-0 5-0-0 1-0-0 Scale=1:42.5 4x4= TOP CHORD MUST BE BRACED BY END JACKS, NAILED ROOF DIAPHRAGM,OR PROPERLY CONNECTED PURLINS AS SPECIFIED. NAILED 6 NAILED 2x4 11 18 19 2x4 AILED 4 9 NAILED NAILED 6.00 1� NAILED 5x8 \\ 17 20 NAILED 5x8 NAILED 163 8 21 2x4 rxl0= 2x4 ro 0 N q� 2 11 i O 1 e , 121ao' * 15 22 23 14 24 25 13 ST1.5x8 STP= NAILED NAILED NAILED NAILED ST1.5x8 STP= 3x6— 2x4 15x8— 2x4 I I 3x6— Special NAILED Special 5-0-0 10-4-0 15-8-0 20-8-0 5-0-0 5-4-0 54-0 5-0-0 Plate Offsets(X,Y)-- [14:0-4-0,0-3-0) 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 0.53 Vert(LL) -0.09 14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.18 14-15 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.30 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.13 14-15 >999 240 Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-2 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-9 cc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):7,5,8 REACTIONS. (size) 2=0-7-10,11=0-7-10 Max Horz 2=-246(LC 23) TRUSS DESIGNED FOR WIND LOADS IN THE PLANE Max Uplift 2=-873(LC 8),11=-873(LC 8) OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND Max Grav 2=1574(LC 29),11=1574(LC 30) (NORMAL TO THE FACE),SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE,OR CONSULT FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. TOP CHORD 2-3=-2942/1515,34=-1491/801,4-6=-1383/819,3-5=-1121/612,5-7=-1121/612, 7-8=-1121/612,8-1 0=-1 121/612,6-9=-1384/819,9-10=-1491/801,10-11=-2944/1514 BOT CHORD 2-15=-1238/2736,14-15=-1246/2719,13-14=-1246/2595,11-13=-1238/2611 WEBS 3-15=0/359,3-14=-336/212,7-14=-103/555,10-14=-337/213,10-13=0/359, 6-7=-391/831 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,,%� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `% • �j to the use of this truss component. ♦�� .••�G E IV S+'• �i� 4)Provide adequate drainage to prevent water ponding. ♦♦ •• F•••. �� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 34869 o. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 873 lb uplift at joint 2 and 873 lb uplift at joint 11. �'O !c 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. O; ;�411: 9)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25)toe-nails per NDS guidlines. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)114 lb down at 5-0-0,and 114 , O R Q P,••��,♦♦ lb down at 15-7-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �j •••• 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,�I� �O N `,, LOADCASE(S) Standard ##Rill��,,`` 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Julius Lee PE No.34869 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-3=-54,3-6=-54,3-10=-50(F),6-10=-54,10-12=-54,2-11=-20 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 Continued on page 2 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 T24319172 2826881-PSLP-COMO D4 Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:54 2021 Page 2 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-I V4Sbndc3d H_bCJfSpoxuSdAcv3o97vQGjav?jz72VR LOAD CASE(S) Standard Concentrated Loads(lb) Vert:6=-61(F)3=-61(F)10=-61(F)15=-70(F)14=-26(F)13=-70(F)16=-77(F)17=-61(F)18=-61(F)19=-61(F)20=-61(F)21=-77(F)22=-26(F)23=-26(F)24=-26(F) 25=-26(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 T24319173 2826881-PSLP-COMO EJ2 Jack-Open 5 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:54 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-I V4Sbndc3d H_bCJfSpoxuSdGgvFc9BZQGjav?jz72VR 1-0-0 1-9-0 1-0-0 1-9-0 Scale=1:9.1 3 6.00 12 0 M 2 � 0 0 1 Q° 4 0° Q° 2x4= ST1.5xB STP= 1-9-0 1-9-0 Plate Offsets(X,Y)-- [2:0-0-15,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 0.13 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2 >999 240 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-P Wind(LL) 0.00 2 **** 240 Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical Max Horz 2=86(LC 12) Max Uplift 3=-27(LC 9),2=-123(LC 12) Max Grav 3=38(LC 17),2=142(LC 17),4=33(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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 d any other 5)Refer between r ogirder(s)forottom tru stoord tru truss members. connections. ,,,,`J;I'uS��,,,, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 123 lb uplift at �� •• �j joint 2. �, ••\DENS' ��i N 34869 ♦00 00 O• I � i��S'', N AL #nll Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319174 2826881-PSLP-COMO EJ3 Jack-Open 5 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:55 2021 Page 1 I D:M U uwu NfhjzQO9Ap p B G B N C h z7 L ro-m i e rp 6e Eqx P rD M u rOX KAQgAQ c 1 a 6 u e pZV N KTX9z72 V Q -1-0-0 3-0-0 1-0-0 3-0-0 Scale=1:12.2 3 6.00 12 oi 1 4 0` 0` 2x4= ST1.5x8 STP= 3-0-0 3-0-0 Plate Offsets(X,Y)-- [2:0-0-15,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 0.19 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 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-P Wind(LL) 0.00 2 **** 240 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.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical Max Horz 2=118(LC 12) Max Uplift 3=-56(LC 12),2=-146(LC 12) Max Grav 3=72(LC 17),2=191(LC 17),4=52(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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 d any other 5)Refer between r ogirder(s)forottom tru s toord tru truss members. connections. ons 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 lb uplift at joint 3 and 146 lb uplift at `� • ��j joint 2. G E N S+ �i� 34869 fit A Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319175 2826881-PSLP-COMO EJ5 Jack-Open 9 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:56 2021 Page 1 I D:M UuwuNfhjzQO9AppBGBNChz7Lro-EUCDOSfsbEXirWT1 aErPztiU hitRd52ijl303cz72VP 1-0-0 5-0-0 1-0-0 5-0-0 Scale=1:17.2 3 6.00 12 m 0 o� N N 2 1 4 4° 3x4— ST1.5x8 STP— 5-0-0 5-0-0 Plate Offsets(X,Y)-- [2:0-4-7,0-0-7] 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 0.69 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 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-P Wind(LL) 0.00 2 **** 240 Weight:18 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. REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical Max Horz 2=172(LC 12) Max Uplift 3=-126(LC 12),2=-157(LC 12) Max Grav 3=147(LC 17),2=261(LC 17),4=92(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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 5)Refer between r ogirder(s)forottom tru stoord tru trussd any other connections.members. ,,`J;I'uS1�1 �,,,, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 126 lb uplift at joint 3 and 157 lb uplift at �� •• �j joint 2. �, \G E N,9 N 34869 00 ♦ O• I OR ONAL�00 �nnrl� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319176 2826881-PSLP-COMO EJ7 Jack-Open 4 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:59 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-fTuLeUhlu9vGizCcFM06bW KzjwomgSo9P?Iggxz72VM 1-0-0 7-0-0 1-0-0 7-0-0 3 Scale=1:24.9 6.00 12 5 oi m � o u A M 2 1 6• G 2° 4x6= 4 ST1.5x8 STP= 7-0-0 7-0-0 Plate Offsets(X,Y)-- [2:0-0-0,0-0-9] 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 0.83 Vert(LL) -0.08 2-4 >983 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.18 2-4 >438 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.16 2-4 >499 240 Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 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 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical Max Horz 2=225(LC 12) Max Uplift 3=-166(LC 12),2=-174(LC 12) Max Grav 3=201(LC 17),2=335(LC 17),4=121(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 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 d any other 5)Refer between r ogirder(s)forottom tru stoord tru truss members. connections. , 'uS�L� ,, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 166 lb uplift at joint 3 and 174 lb uplift at �� j joint 2. G ENS*-. No 34869 = yt = lZ • ,S,O N A� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319177 2826881-PSLP-COMO EJ61 Jack-Open 9 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:56 2021 Page 1 ID:M UuwuNfhjzQO9AppBGBNChz7Lro-EUCDOSfsbEXirWT1 aErPztizvipld3W ij 1303cz72VP -1-0-0 4-4-13 7-8-0 1-0-0 44-13 3-3-3 4 Scale=1:26.5 6.00 F12 2x4 6 3 oi a? (h N a M 2 1 G G g 4x4= 5 ST1.5x8 STP= 3x4= 7-8-0 7-8-0 Plate Offsets(X,Y)-- [2:0-0-15,0-0-9],[5:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.11 2-5 >821 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.22 2-5 >407 240 BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) -0.02 2-5 >999 240 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 8-6-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical Max Horz 2=243(LC 12) Max Uplift 4=-78(LC 12),2=-181(LC 12),5=-94(LC 12) Max Grav 4=78(LC 17),2=363(LC 17),5=234(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-271/182 BOT CHORD 2-5=-460/289 WEBS 3-5=-344/547 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 7-7-4 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. �% 3�jU.S L�� 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 S••. will fit between the bottom chord and any other members. :♦ •••�\ F �� 5)Refer to girder(s)for truss to truss connections. N 34 869 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint 4,181 lb uplift at joint 2 and 94 lb uplift at joint 5. • • i .�0�� • . O R`O P* \��C/ N ItItt0 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319178 2826881-PSLP-COMO EJ62 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:57 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-i4mbEofVMYfYSf2D8yMeV5Fd868J MV9syhpZc2z72VO 1-0-0 7-0-0 7-8-0 1-0-0 7-0-0 0-8-0 4x6= Scale=1:26.2 3 4 6.00 12 7 1i op o d A M 2 1 a• a• 6 ST1.5x8 STP— 5 11 4x4= 3x6 3-11-3 7-0-0 7-8-0 3-11-3 3-0-13 0-8-0 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 0.77 Vert(LL) -0.12 2-6 >758 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.27 2-6 >325 240 BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.29 2-6 >297 240 Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical Max Horz 2=228(LC 12) Max Uplift 4=-53(LC 17),2=-188(LC 12),5=-271(LC 12) Max Grav 4=105(LC 12),2=363(LC 17),5=353(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6=-309/676 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 7-0-0,Exterior(2E)7-0-0 to 7-7-4 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 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. N``� \3LIU •� �j, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,"I •.•• G•E•N S 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • F•�•, �� will fit between the bottom chord and any other members. 34869 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 53 lb uplift at joint 4,188 lb uplift at joint 2 and 271 lb uplift at joint 5. • . ;o N A''mll Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319179 2826881-PSLP-COMO EJ63 Jack-Open Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:49:58 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-BGKzR8g77snP4pdQhftt2lowu WaD5zB?BLY78Uz72VN 1X 5-0-0 7-8-0 5-0-0 2-8-0 Scale=1:21.8 Special 3 5x8= NAILED 7 4 6.00 12 o r N N 2 1 o° 0 6 8 d° p• 2x4 II NAILED 2x4= 3x4=5 ST1.5x8 STP— Special 5-0-0 7-8-0 5-0-0 2-8-0 Plate Offsets(X,Y)-- [2:0-0-15,Edge],[3:0-6-0,0-2-8],[5:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.02 2-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.03 2-6 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.15 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.02 2-6 >999 240 Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical Max Horz 2=174(LC 8) Max Uplift 4=-124(LC 4),2=-267(LC 8),5=-186(LC 8) Max Grav 4=123(LC 30),2=458(LC 29),5=420(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-475/185 BOT CHORD 2-6=-216/394,5-6=-212/405 WEBS 3-6=0/315,3-5=-563/295 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,``i,1111111111. to the use of this truss component. `� �`JU S �F I, 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. ♦�� .••�(,E N S•• �i� 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : •• F•••• �.0 will fit between the bottom chord and any other members. 34869 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 124 lb uplift at joint 4,267 lb uplift at joint 2 and 186 lb uplift at joint 5. 9)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. �'fl 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)329 lb down and 337 lb up at 0 , : 5-0-0 on top chord,and 114 lb down at 5-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �i •• Q;•• ♦♦ 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). sis�••�••��•�`��, LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Julius Lee PE No.34869 Vert:1-3=-54,3-4=-54,2-5=-20 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33610 Vert:6=-70(F)3=-137(F)7=-73(F)8=-30(F) Date: June 14,2021 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 T24319180 2826881-PSLP-COMO EJ71 Jack-Open 7 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:00 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-7fSksgiNf rl7J7nop4vL7jtDIJ6jZv2lef1 ECNz72VL 7-0-0 7-0-0 Scale=1:22.0 2 4 6.00 12 T M � M M 3x6= 3 7-0-0 7-0-0 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 0.49 Vert(LL) -0.09 1-3 >912 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.21 1-3 >401 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.19 1-3 >436 240 Weight:22 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.2 BOT CHORD Rigid ceiling directly applied or 7-11-10 oc bracing. REACTIONS. (size) 1=Mechanical,2=Mechanical,3=Mechanical Max Horz 1=190(LC 12) Max Uplift 1=-72(LC 12),2=-176(LC 12) Max Grav 1=267(LC 17),2=215(LC 17),3=124(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-12 to 6-0-12,Interior(1)6-0-12 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. fer truss to ss 6)Provide mechanicalrconnectionu b others) truss to bearing late capable of withstanding 72 lb uplift at joint 1 and 176 lb uplift at j cI joint 2. ( Y ) 9p P 9 P 1 P ,%% ,3`jus C`� J* N 34869 = yt = ON Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319181 2826881-PSLP-COMO G1 Common 2 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:00 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-7fSksgiNfT17J7nop4vL7jt9eJ6CZtuief1 ECNz72VL 8-0-0 16-0-0 8-0-0 8-0-0 Scale=1:31.6 5x6= 2 6.00 F12 6 7 5 8 3 1 � El v Q 0 c s 4 s 3x6= 2x4 ST1.5x8 STP= ST1.5x8 STP= 3x6= 8-0-0 16-0-0 8-0-0 8-0-0 Plate Offsets(X,Y)-- [1:0-6-0,0-0-3],[3:0-6-0,0-0-3] 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) -0.10 1-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.20 1-4 >936 240 BCLL 0.0 * Rep Stress Incr YES WB 0.14 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.15 1-4 >999 240 Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-7-10,3=0-7-10 Max Horz 1=-177(LC 10) Max Uplift 1=-271(LC 12),3=-271(LC 12) Max Grav 1=568(LC 1),3=568(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-810/705,2-3=-810/705 BOT CHORD 1-4=-442/633,3-4=-442/633 WEBS 2-4=-41/364 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-3-13 to 6-3-13,Interior(1)6-3-13 to 8-0-0,Exterior(2R) 8-0-0 to 14-0-0,Interior(1)14-0-0 to 15-8-3 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 ``�� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific IN to the use of this truss component. ,�� .•' Ns 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• F•�•, �� 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 34869 will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 271 lb uplift at joint 1 and 271 lb uplift at joint 3. • Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319182 2826881-PSLP-COMO G2 Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:02 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-32ZUHWjdB4HrZRxBwVypC8ySO7pi1 ndb6zWKHFz72VJ 1-0-0 7-0-0 9-0-0 16-0-0 17-0-0 1-0-0 7-0-0 2-0-0 7-0-0 1-0-0 Scale=1:32.6 Special 4x6= Special 4x6= 3 4 6.00 12 oi m 0 A 2 5 6 1c? a 8 7 e ST1.5x8 STP= 2x4 I I 2x4 I I ST1.5x8 STP= i 3x4 i Special Special 3x4� 7-0-0 9-0-0 16-0-0 7-0-0 2-0-0 7-0-0 Plate Offsets(X,Y)-- [2:0-1-12,0-1-8],[5:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.11 2-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.21 2-8 >893 240 BCLL 0.0 * Rep Stress Incr NO WB 0.19 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.14 2-8 >999 240 Weight:64 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10,5=0-7-10 Max Horz 2=-174(LC 23) Max Uplift 2=-687(LC 8),5=-687(LC 8) Max Grav 2=1159(LC 29),5=1159(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1873/1031,3-4=-1587/990,4-5=-1872/1031 BOT CHORD 2-8=-759/1631,7-8=-763/1646,5-7=-759/1626 WEBS 3-8=-130/499,4-7=-130/499 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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. ,,% v`ff�,J S 4)Provide adequate drainage to prevent water ponding. `% • 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. .••�G E N s••• �o 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� •• F ••. �� will fit between the bottom chord and any other members. 34869 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 687 lb uplift at joint 2 and 687 lb uplift at joint 5. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)348 lb down and 367 lb up at 7-0-0,and 348 lb down and 367 lb up at 9-0-0 on top chord,and 332 lb down and 151 lb up at 7-0-0,and 332 lb down and 151 lb up at 8-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �0 LOAD CASE(S) Standard �j4.� O R�O•a��, 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 •• •�`' �� Uniform Loads(plf) �i,,��N A - �� Vert:1-3=-54,3-4=-54,4-6=-54,2-5=-20 Concentrated Loads(lb) Julius Lee PE No.34869 Vert:3=-158(B)4=-158(B)8=-318(B)7=-318(B) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319183 2826881-PSLP-COMO HJ2 Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:02 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-32ZUHWjdB4HrZRxBwVypC8ydD7_B1 pXb6zWKHFz72VJ -1-5-0 2-4-15 1-5-0 2-4-15 Scale=1:8.9 3 NAILED Y 5 NAILED o 4.24 12 N 2 <L O O 1 A° 6 NAILED 4 Q° NAILED 2x4 2-4-15 2-4-15 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 0.23 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-10-7,4=Mechanical Max Horz 2=83(LC 8) Max Uplift 3=-63(LC 14),2=-224(LC 8) Max Grav 3=104(LC 24),2=193(LC 1),4=40(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 3 and 224 lb uplift at int 2. 7)"NAILED"indicates 3-10d(0.148"xY)or 2-12d(0.148"x3.25)toe-nails per NDS guidlines. ,�� ,&WS �0�j� 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `�� ••• C,E N S• LOADCASE(S) Standard No 34869 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,2-4=-20 Concentrated Loads(lb) 17 t Vert:5=37(F=19,B=19) �(J 0•• iS181N A� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319184 2826881-PSLP-COMO HJ3 Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:03 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-XE7sUskFyOPiBa W N UCT21MVm7Xl EmGnkKdGupiz72V I 1 5 0 4-2-3 1-5-0 4-2-3 Scale:1"=1' 3 4.24 F12 NAILED NAILED 5 Y 0 0 co 2 1 A. 6 4 A° NAILED NAILED 2x4= 4-2-3 4-2-3 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 0.35 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 2-4 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-10-7,4=Mechanical Max Horz 2=117(LC 8) Max Uplift 3=-78(LC 8),2=-230(LC 8) Max Grav 3=68(LC 1),2=225(LC 1),4=76(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint 3 and 230 lb uplift at int 2. 7)"NAILED"indicates 3-10d(0.148"xY)or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. ,` ,�ju S LFF��j, 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). G•E•N S • LOAD CASE(S) Standard 34869 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,2-4=-20 Concentrated Loads(lb) Vert:5=44(F=22,B=22) ft i000 � , 4 O R`o Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319185 2826881-PSLP-COMO HJ5 Diagonal Hip Girder 3 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:04 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-?QhEiBlujhXZok4a2w_HHZ2tXxZdVjl uZH?RL8z72VH 1-5-0 7-0-2 1-5-0 7-0-2 Scale=1:16.9 3 NAILED 4.24 12 NAILED 6 0 NAILED b � N NAILED N 5 2 1 0° 7 8 4 0• 0, NAILED NAILED NAILED NAILED 3x4= 7-0-2 7-0-2 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 0.63 Vert(LL) -0.08 2-4 >971 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.17 2-4 >468 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) -0.08 2-4 >953 240 Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-10-7,4=Mechanical Max Horz 2=171(LC 8) Max Uplift 3=-146(LC 8),2=-264(LC 8) Max Grav 3=174(LC 28),2=315(LC 1),4=118(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 146 lb uplift at joint 3 and 264 lb uplift at ttv,111111 i fill'��.j' int 2. 7)"NAILED"indicates 3-10d(0.148"xY)or 2-12d(0.148"x3.25)toe-nails per NDS guidlines. ��,� U S LF� 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,�� ••' G•E•N S • �i� LOAD CASE(S) Standard 34869 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,2-4=-20 Concentrated Loads(lb) Vert:5=44(F=22,B=22) ON Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319186 2826881-PSLP-COMO HJ7 Diagonal Hip Girder 3 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:05 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-TdFdvXmW U?fQQufmcdV Wgna3eKw_E511 oxl?uaz72VG 1-5-0 5-1-2 9-10-1 1-5-0 5-1-2 4-8-15 4 Scale=1:23.1 a NAILED NAILED 4.24 F12 10 NAILED 3x4 NAILED 3 9 0 o M NAILED `V' NAILED 8 2 1 d d° 11 12 7 13 d° d° NAILED NAILED 2x4 II NAILED 6 5 3x4= NAILED NAILED NAILED 3x4= 5-1-2 9-10-1 5-1-2 4-8-15 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 0.48 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.06 6-7 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) -0.03 2-7 >999 240 Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical,2=0-10-7,6=Mechanical Max Horz 2=224(LC 24) Max Uplift 4=-136(LC 8),2=-332(LC 8),6=-134(LC 8) Max Grav 4=146(LC 28),2=446(LC 1),6=315(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-747/281 BOT CHORD 2-7=-388/653,6-7=-388/653 WEBS 3-7=0/273,3-6=-703/418 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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. ,,//11111111111,' 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. INN •� �j, 5)Refer to girder(s)for truss to truss connections. Ns 6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 136 lb uplift at joint 4,332 lb uplift at •• F �� joint 2 and 134 lb uplift at joint 6. 34869 •• 0 7)"NAILED"indicates 3-10d(0.148"xY)or 2-12d(0.148"x3.25)toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 17 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,2-5=-20 Q Q;•,\�,,� Concentrated Loads(lb) 0 Vert:8=44(F=22,B=22)10=-76(F=-38,B=-38)13=-36(F=-18,B=-18) �////11111111�` Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319187 2826881-PSLP-COMO K1 Common Girder 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:06 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-ypp?6tm8EJnH22Ey9K01N_7GSk7KzVGB 1 bUYQ1 z72VF 1-0-0 3-6-7 6-7-0 9-7-9 13-2-0 1-0-0 3-6-7 3-0-9 3-0-9 3-6-7 Scale=1:27.1 4x4= 4 6.00 12 3x6 i 3x6 3 5 6 2 Ic? v 0 6• ag 9 8 10 7 11 5• 3x8 11 6x8= HTU26 3x8 11 ST1.5x8 STP= ST1.5x8 STP= 3x8 i HTU26 HTU26 3x8 3-6-7 6-7-0 9-7-9 13-2-0 3-6-7 3-0-9 3-0-9 3-6-7 Plate Offsets(X,Y)-- [2:0-1-12,0-1-8],[6:0-1-12,0-1-8],[8:0-4-0,0-4-0] 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 0.35 Vert(LL) 0.08 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.10 7-8 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.53 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-7-10,2=0-7-10 Max Horz 2=157(LC 7) Max Uplift 6=-1825(LC 8),2=-1054(LC 8) Max Grav 6=3335(LC 1),2=1767(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3130/1738,3-4=-3354/1974,4-5=-3350/1972,5-6=-5583/3136 BOT CHORD 2-9=-1471/2709,8-9=-1471/2709,7-8=-2703/4877,6-7=-2703/4877 WEBS 4-8=-1612/2778,5-8=-2206/1241,5-7=-1104/2108,3-8=-511/518,3-9=-318/280 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"xY)nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. `It,1111 1 11II 11� 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to %%%% ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,� •`� ��j 3)Unbalanced roof live loads have been considered for this design. `�� •••\G E N S 4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �� •• F•••, 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 No 34869 5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. O 44/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1825 lb uplift at joint 6 and 1054 lb uplift �� ,• "C/,� at joint 2. O R, N 9)Use Simpson Strong-Tie HTU26(20-1 Od Girder,20-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 7-8-12 from the left end to G' connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. 10)Use Simpson Strong-Tie HTU26(20-10dx1 1/2 Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 9-8-12 from the left end to connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. 11)Use Simpson Strong-Tie HTU26(20-1 Od Girder,20-10dx1 1/2 Truss)or equivalent at 11-8-12 from the left end to connect truss(es) Julius Lee PE No.34869 to front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. MiTek USA,Inc.FL Cert 6634 12)Fill all nail holes where hanger is in contact with lumber. 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard June 14,2021 Continued on page 2 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 T24319187 2826881-PSLP-COMO K1 Common Girder 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:06 2021 Page 2 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-ypp?6tm8EJnH22Ey9K01N_7GSk7KzVGB 1 bUYQ1 z72VF LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-6=-54,2-6=-20 Concentrated Loads(lb) Vert:7=-951(F)10=-2202(F)11=-951(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 T24319188 2826881-PSLP-COMO K2 Common 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:07 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-Q?N N KDnm?cv8fCp8j2X_vCgLw8ZTi30KFEE5yTz72VE 1-0-0 6-7-0 13-2-0 1-0-0 6-7-0 6-7-0 Scale=1:27.1 4x6= 3 6.00 F12 6 oi 2 1711 LLj I� v 0 G Q• 5 E g ST1.5x8 STP= 2x4 I ST1.5x8 STP= 4x4= 4x4= 6-7-0 13-2-0 6-7-0 6-7-0 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 0.75 Vert(LL) -0.05 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.10 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.08 4-5 >999 240 Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-7-10,2=0-7-10 Max Horz 2=158(LC 11) Max Uplift 4=-215(LC 12),2=-323(LC 12) Max Grav 4=460(LC 1),2=539(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-647/627,3-4=-645/647 BOT CHORD 2-5=-407/500,4-5=-407/500 WEBS 3-5=-46/297 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 6-7-0,Exterior(2E)6-7-0 to 12-10-3 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 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. J`fIV S `F,� •••. �j 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� .•'�G E N S••. �� 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� F ••. �� will fit between the bottom chord and any other members. N 34869 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 215 lb uplift at joint 4 and 323 lb uplift at joint 2. ♦�:• : • . O I � i��S'', N AL�00�� #nll Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319189 2826881-PSLP-COMO K3 Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:08 2021 Page 1 I D:M UuwuNfhjzQO9AppBGBNChz7Lro-uCxIXZoOmwl?H MOLHI3DSPCeHYu7RW FTUuzfUvz72VD 1-0-0 3-0-0 6-7-0 10-2-0 13-2-0 1-0-0 3-0-0 3-7-0 3-7-0 Scale=1:27.6 4x4= NAILED 4 NAILED NAILED 11 NAILED 6.00 12 10 5x8 NAILED \\ 4x4 Special 3 12 2x4 m 7 d 2 Io e6 9 13 14 15 8 ST1.5x8 STP= 2x4 I I NAILED NAILED NAILED 4x4= ST1.5x8 STP= 3x4= Special Special 3x4= 3-0-0 10-2-0 13-2-0 3-0-0 7-2-0 3-0-0 Plate Offsets(X,Y)-- [2:0-2-0,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 0.20 Vert(LL) -0.07 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.16 8-9 >964 240 BCLL 0.0 * Rep Stress Incr NO WB 0.11 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.04 8-9 >999 240 Weight:70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-3 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):5 REACTIONS. (size) 7=0-7-10,2=0-7-10 Max Horz 2=158(LC 24) Max Uplift 7=-330(LC 8),2=-442(LC 8) Max Grav 7=768(LC 30),2=853(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1438/545,3-4=-590/314,3-5=-850/363,5-6=-848/362,4-6=-604/319, 6-7=-1530/599 BOT CHORD 2-9=-423/1268,8-9=-423/1268,7-8=-491/1337 WEBS 3-9=0/301,6-8=0/294,4-5=-125/290 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 111111111 j1, 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �L�U S �F I� to the use of this truss component. ,� 4)Provide adequate drainage to prevent water ponding. ,�� •••�G E N S+••. �i� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� •• F 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 34869 will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 330 lb uplift at joint 7 and 442 lb uplift at joint 2. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)221 lb down and 207 lb up at •�C/,� 3-1-12 on top chord,and 40 lb down at 3-0-0,and 40 lb down at 10-0-15 on bottom chord. The design/selection of such '��• O R`Q P,.•��,� connection device(s)is the responsibility of others. G•``� 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). of`ISjO LOAD CASE(S) Standard S1 ;,;` 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Julius Lee PE No.34869 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-3=-54,3-4=-54,3-6=-60(F),4-6=-54,6-7=-54,2-7=-20 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 Continued on page 2 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 T24319189 2826881-PSLP-COMO K3 Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:08 2021 Page 2 I D:M UuwuNfhjzQO9AppBGBNChz7Lro-uCxIXZoOmwl?H MOLHI3DSPCeHYu7RW FTUuzfUVz72VD LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-3(B)9=-16(B)8=-16(B)12=-3(B)13=-6(B)14=-6(B)15=-6(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 T24319190 2826881-PSLP-COMO L1 Hip Girder 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:10 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-ga2VyFpelXl iWfYjOA5hXgl?OLbEvL_mxCSIZoz72VB 1-9-0 4-11-15 8-1-1 11-4-0 13-1-0 1-9-0 3-2-15 3-1-3 3-2-15 Scale=1:22.9 NAILED NAILED NAILED 6.00 12 NAILED 2x4 1 4x4= 5x8= 5x8—_ NAILED NAILED NAILED 2 11 3 12 4 13 5 6 0 1 A � Io 10 14 15 16 9 17 18 8 4x4= 19 7 20 3x4= 2x4 11 NAILED NAILED 5x8 NAILED NAILED NAILED NAILED 2x4 11 ST1.5x8 STP= ST1.5x8 STP= NAILED NAILED NAILED NAILED NAILED 3x4= NAILED NAILED 1-9-0 4-11-15 8-1-1 11-4-0 13-1-0 1-9-0 3-2-15 3-1-3 3-2-15 1-9-0 Plate Offsets(X,Y)-- [1:0-2-15,0-0-15],[2:0-6-0,0-2-8],[5:0-6-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.08 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.14 8-9 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.09 8-9 >999 240 Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-7-10,6=0-7-10 Max Horz 1=38(LC 7) Max Uplift 1=-469(LC 8),6=-524(LC 8) Max Grav 1=1048(LC 1),6=1210(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2130/930,2-3=-3580/1525,3-4=-3580/1525,4-5=-3673/1566,5-6=-2120/926 BOT CHORD 1-10=-774/1810,9-10=-798/1896,8-9=-1519/3673,7-8=-793/1890,6-7=-770/1809 WEBS 2-10=-153/524,2-9=-715/1756,5-8=-762/1859,5-7=-138/492 NOTES- 1)2-ply truss to be connected together with 10d(0.131"xY)nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. ``i1,1 1111111111 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ,`�� `�U.S c �I� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. % S ��j 3)Unbalanced roof live loads have been considered for this design. ♦�� ••'�(,E N ••. �i� 4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ♦♦ •• F �.0 II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 34869 5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'fl 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0 , : will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 469 lb uplift at joint 1 and 524 lb uplift at �i ••A,� O R`QGQ;`•��,♦♦ joint 6. 10)"NAILED"indicates 3-10d(0.148"xY)or 2-12d(0.148"x3.25)toe-nails per NDS guidlines. sS�ON AL LOAD CASE(S) Standard ��1111111 It 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Julius Lee PE No.34869 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-2=-54,2-5=-54,5-6=-54,1-6=-20 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 Continued on page 2 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 T24319190 2826881-PSLP-COMO L1 Hip Girder 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:10 2021 Page 2 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-ga2VyFpelXl iWfYjOA5hXgl?OLbEvL_mxCSIZoz72VB LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=36(F)5=36(F)8=-234(B)14=-234(B)16=-234(B)17=-234(B)19=-234(B)20=-237(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 T24319191 2826881-PSLP-COMO V1 GABLE 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:12 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-mzAGNxrvg9YQmzi6 Wb79cFNM39PbNJk3PWxsdgz72V9 12-6-2 25-0-4 12-6-2 12-6-2 Scale=1:46.6 4x4— 7 6 8 6.00 12 5 9 4 10 3 11 2 12 1 13 Y Y o -o 0 0 3x4 i 25 24 23 22 21 20 19 18 17 16 15 14 3x4 3x6= 25-0-4 25-0-4 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) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:125 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 25-0-4. TRUSS DESIGNED FOR WIND LOADS IN THE PLANE g OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND (lb)- Max Horz 1=-258(LC 10) (NORMAL TO THE FACE),SEE STANDARD INDUSTRY Max Uplift All uplift 100 lb or less atjoint(s)1,21,22,23,24,19,17,16,15 except 25=-106(LC 12), GABLE END DETAILS AS APPLICABLE,OR CONSULT 14=-106(LC 12) QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. Max Grav All reactions 250 lb or less at joint(s)1,13,20,21,22,23,24,25,19,17,16,15,14 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-118/280,7-8=-118/272 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-7-9 to 6-6-2,Interior(1)6-6-2 to 12-6-2,Exterior(2R)12-6-2 to 18-6-2,Interior(1)18-6-2 to 24-4-11 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 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. `� � U S LF If�4)All plates are 2x4 MT20 unless otherwise indicated. �j 5)Gable requires continuous bottom chord bearing. `�� •••�C,E N S• �i� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• F•••, 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 No 34869 will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,21,22,23,24, 19,17,16,15 except(jt=lb)25=106,14=106. 4. i ,S,O N A� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319192 2826881-PSLP-COMO V2 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:16 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-fkQnD IuPuN2sEa?tIRC5n5YyLmeaJ6ifK8v4nRz72V5 10-6-2 21-0-4 10-6-2 10-6-2 Scale=1:39.1 4x6= 3 6.00 12 10 11 2x4 11 2x4 11 2 4 1 5 vH HEv 0 0 0 0 3x4 i 9 12 8 7 13 6 3x4 2x4 11 2x4 11 3x6— 2x4 11 0- -8 21-0-4 0--8 20-11-12 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) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-11-4. (lb)- Max Horz 1=215(LC 11) Max Uplift All uplift 100 lb or less atjoint(s)1,5,8 except 9=-292(LC 12),6=-292(LC 12) Max Grav All reactions 250 lb or less at joint(s)1,5 except 8=540(LC 17),9=602(LC 17),6=601(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-8=-271/190,2-9=-406/496,4-6=-406/496 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-7-9 to 6-7-9,Interior(1)6-7-9 to 10-6-2,Exterior(2R)10-6-2 to 16-6-2,Interior(1)16-6-2 to 20-4-11 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 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. ,,�� `SUS 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 `� .•• C,E N S• will fit between the bottom chord and any other members,with BCDL=10.Opsf. F•••, 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,8 except No 34869 (jt=lb)9=292,6=292. • ,S,ON A� 11 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319193 2826881-PSLP-COMO V3 GABLE 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:17 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-7wz9Qevl fhAjska3J8jKJJ4AVA3d2Z5oYofdJuz72V4 8-6-2 17-0-4 8-6-2 8-6-2 Scale:3/8"=l' 4x4— 3 6.00 12 11 12 2x4 2x4 2 4 10 13 5 1 a v cs o 0KXXXXXXXXXX0 3x4 9 8 7 6 3x4 2x4 11 2x4 11 3x6— 2x4 11 17-0-4 17-0-4 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 0.29 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:61 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-0-4. (lb)- Max Horz 1=-171(LC 10) Max Uplift All uplift 100 lb or less atjoint(s)1,5,8 except 6=-230(LC 12),9=-230(LC 12) Max Grav All reactions 250 lb or less at joint(s)1,5 except 8=292(LC 1),6=407(LC 18),9=407(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-6=-315/464,2-9=-315/464 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-7-9 to 6-7-9,Interior(1)6-7-9 to 8-6-2,Exterior(2R)8-6-2 to 14-6-2,Interior(1)14-6-2 to 16-4-11 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 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. ,,�� J`fjV S 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� •• �j 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� .•'�G E N S••. �� will fit between the bottom chord and any other members. �� F ••. �� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,8 except nJ 34869 (jt=lb)6=230,9=230. ♦00 00 O• I � i4S'', N AL #nll Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319194 2826881-PSLP-COMO V4 Valley 2 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:18 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-b7XXe_wgQ?IaUu9GssEZsWdGdaKLnlZynSOBrKz72V3 6-6-2 13-0-4 6-6-2 6-6-2 Scale=1:23.2 4x6= 2 6.00 F12 3 1 � a a -o 0 0 3x6 G 2x4 I1 3x6 12-11-12 13 412-11-12 0- -8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=12-11-4,3=12-11-4,4=12-11-4 Max Horz 1=-128(LC 10) Max Uplift 1=-109(LC 12),3=-109(LC 12),4=-196(LC 12) Max Grav 1=200(LC 17),3=218(LC 18),4=482(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-292/419 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp C;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 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. ,``i,1111111111. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`� 3L�U S LF I��j 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide % � will fit between the bottom chord and any other members. S� .•'�(,E N S•• �i� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) : •• F•�•• �� 1=109,3=109,4=196. 34869 'cam • sS ONA\ •%`• /111111 Ito Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319195 2826881-PSLP-COMO V5 Valley 2 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:19 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-3J5vrKwIBIQR52kSQZ1oOk9Ww_iE W UC5068kNmz72V2 4-6-2 9-0-4 4-6-2 4-6-2 Scale=1:17.5 4x4 2 6.00 12 3 1 v e a =o 0 0 4 3x4 i 2x4 II 3x4 0- -8 9-0-4 0- -8 8-11-12 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 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-11-4,3=8-11-4,4=8-11-4 Max Horz 1=-84(LC 10) Max Uplift 1=-72(LC 12),3=-72(LC 12),4=-129(LC 12) Max Grav 1=132(LC 17),3=144(LC 18),4=318(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-194/333 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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 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)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. `*. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide INN will fit between the bottom chord and any other members. ,�� G•E•N S• �i� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3 except Qt=lb) •• F �� 4=129. 34869 = yt = Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319196 2826881-PSLP-COMO V6 Valley 2 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:20 2021 Page 1 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-XVfH3gxwxcYljCJe_HG1 xxijeN3ZFy?EFmtHwDz72V1 2-6-2 5-0-4 2-6-2 2-6-2 3x6— Scale=1:11.2 2 6.00 12 3 1 a v a o 6 0 2x4 2x4 0- 8 5-0-4 0--8 4-11-12 Plate Offsets(X,Y)-- [2:0-3-0,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 0.17 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-11-4,3=4-11-4 Max Horz 1=41(LC 11) Max Uplift 1=-66(LC 12),3=-66(LC 12) Max Grav 1=139(LC 1),3=139(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-138/266,2-3=-138/281 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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 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)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 `% • ��j will fit between the bottom chord and any other members. .•'\G E N S+'• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. �� •• 4 ' �.0 34869 �1e ONA�E�ON Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319197 2826881-PSLP-COMO V7 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:212021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-OiDgG?yYiwg8LLurY nGU9FtknSy_PEOTQdrSfz72VO 3-0-0 3-0-0 Scale=1:10.3 2 2x4 6.00 F1—2 F-1 ................. ....... . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . 3 2x4 2x4 11 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-11-8,3=2-11-8 Max Horz I=60(LC 12) Max Uplift 1=-24(LC 12),3=-54(LC 12) Max Grav I=87(LC 17),3=97(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,.%" '3li'lu S LF� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 14:1% .0 34869 .0 .0 R fit A 11111 "t Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IMII-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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSLITP11 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,MID 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T24319198 2826881-PSLP-COMO V8 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:22 2021 Page 1 I D:MU uwuNfhjzQO9AppBGBNChz7Lro-U un2TLzATDo?yVS15iJVOMnxOBkvjsUXi4M0_5z72V? 5-0-0 5-0-0 Scale=1:15.3 2 2x4 11 6.00 12 CT a a 0 3 2x4 i 2x4 11 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 0.60 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a n/a 999 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-P 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.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-11-8,3=4-11-8 Max Horz 1=114(LC 12) Max Uplift 1=-46(LC 12),3=-103(LC 12) Max Grav 1=164(LC 17),3=184(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-162/309 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`11111111 II��, 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �% 3�jU S L�� 6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)1 except Qt=lb) ,�� .• G E N S'•. 3=103. N 34869 yt .�0�� • • O R`O P* \��C/ ON �1118111111110% Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319199 2826881-PSLP-COMO V9 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:22 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-Uun2TLzATDo?yVS 15iJVOMn 1 QBnDjgCXi4M0_5z72V? 7-0-0 7-0-0 Scale=1:21.5 3 2x4 6.00>_2 2x4 2 1 Y a Ll 029 5 4 2x4 i 2x4 11 2x4 11 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 0.22 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH 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.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-11-8,4=6-11-8,5=6-11-8 Max Horz 1=167(LC 12) Max Uplift 4=-67(LC 12),5=-183(LC 12) Max Grav 1=80(LC 1),4=120(LC 17),5=328(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-316/131 WEBS 2-5=-259/491 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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)Gable requires continuous bottom chord bearing. ,�� `�US �� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� • ��j 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦♦� .• �,E N g'•. �5-0 will fit between the bottom chord and any other members. : •• F �� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) N 34 869 5=183. • • i .�0�� • • O R`O P* \��C/ ON 1811111IIItt�� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319200 2826881-PSLP-COMO V10 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:13 2021 Page 1 I D:M UuwuNfhjzQO9AppBGBNChz7Lro-F9kebGsXbSg HN7G 14JeO9TwSbZhZ6nGDeAhQA7z72V8 4-4-0 4-4-0 Scale=1:13.6 2 2x4 11 6.00 12 1 Y a 0 3 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) n/a n/a 999 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-P Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-3-8,3=4-3-8 Max Horz 1=96(LC 12) Max Uplift 1=-39(LC 12),3=-87(LC 12) Max Grav 1=138(LC 17),3=155(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-136/260 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `*. will fit between the bottom chord and any other members. INN F �j 6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)1,3. Ns 34869 ft 40R\QP'. ��,� • �C? 0 O N A'�`,0�. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319201 2826881-PSLP-COMO V11 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:13 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-F9kebGsXbSgH N7G14JeO9TwXOZkr6nGDeAhQA7z72V8 2-4-0 2-4-0 Scale=1:8.6 2 6.00 12 2x4 1 Ll v a 0 3 2x4 i 2x4 II I 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 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 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-P Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 24-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-3-8,3=2-3-8 Max Horz 1=42(LC 12) Max Uplift 1=-17(LC 12),3=-38(LC 12) Max Grav 1=61(LC 17),3=68(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=O.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)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a 5)will fit between the bottomc chord and any other members.live fn the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No%t ;11US�C� ,, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. �� E N& N 34869 yt ON Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319202 2826881-PSLP-COMO V12 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:14 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-jLlOocs9Mmo8?HrVdO9dhgShuz10rD?MsgQzizz72V7 1-10-8 4-6-8 7-2-8 9-1-0 1-10-8 2-8-0 2-8-0 1-10-8 Scale=1:16.8 6.00 12 3x6— 2x4 11 3x6— 2 3 4 5 Y 1 0 v � a =o 0 0 6 2x4 i 2x4 11 2x4 0-Q-8 4-6-8 9-1-0 0-d-8 4-6-0 4-6-8 Plate Offsets(X,Y)-- [2:0-3-0,0-2-0],[4:0-3-0,0-2-0] 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 0.19 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=9-0-0,5=9-0-0,6=9-0-0 Max Horz 1=-28(LC 10) Max Uplift 1=-78(LC 12),5=-78(LC 12),6=-119(LC 12) Max Grav 1=149(LC 1),5=149(LC 1),6=280(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-203/295,2-3=-185/285,3-4=-185/285,4-5=-203/295 WEBS 3-6=-186/328 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `i1,1 1 1111111,�, to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. ,`�,� 5)Gable requires continuous bottom chord bearing. ,�� ••'�(,E N S•• �i� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : •• F•�•• �.0 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 34869 will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except Qt=lb) 6=119. •cam 44/ • sS�oNA�E�;•``• /11111� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 T24319203 2826881-PSLP-COMO V13 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jun 12 10:50:15 2021 Page 1 I D:MUuwuNfhjzQO9AppBGBNChz7Lro-BYsO?ytn74w?dQQhBjhsEu?tMMOEahIV5UAW E?z72V6 1-10-8 3-2-8 5-1-0 1-10-8 1-4-0 1-10-8 Scale=1:9.6 3x6= 3x6= 6.00 12 2 3 4 q 1 0 a =o 0 0 2x4 i 2x4 O Or8 5-1-0 0-b-8 5-0-8 Plate Offsets(X,Y)-- [2:0-3-0,0-2-0],[3:0-3-0,0-2-0] 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 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-0-0,4=5-0-0 Max Horz 1=-28(LC 10) Max Uplift 1=-67(LC 12),4=-67(LC 12) Max Grav 1=141(LC 1),4=141(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-208/305,2-3=-204/304,3-4=-208/305 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;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 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)Gable requires continuous bottom chord bearing. ,,� I, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NL�US LF�� 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 ,�� .••��,E N S+••. �i� will fit between the bottom chord and any other members. �� •• F 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4. No 34869 4S/ON A �"0%% Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 14,2021 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 _.. 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