The URL can be used to link to this page

Home My WebLink AboutT25119580.2881008-PSLP-5113 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: 2881008-PSLP-5113 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PSL PROPERTIES Project Name: DURDEN Model: . Tampa, FL 3361 0-41 1 5 Lot/Block: . Subdivision: . Address: 5113 SUNSET BLVD, . 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: 45.0 psf Floor Load: N/A psf This package includes 35 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 T25119580 Al 8/23/21 23 T25119602 CJ5 8/23/21 2 T25119581 A2 8/23/21 24 T25119603 D1 8/23/21 3 T25119582 A3 8/23/21 25 T25119604 EJ3 8/23/21 4 T25119583 A4 8/23/21 26 T25119605 EJ7 8/23/21 5 T25119584 A5 8/23/21 27 T25119606 EJ71 8/23/21 6 T25119585 A6 8/23/21 28 T25119607 HJ3 8/23/21 7 T25119586 A7 8/23/21 29 T25119608 HJ7 8/23/21 8 T25119587 A8 8/23/21 30 T25119609 V1 8/23/21 9 T25119588 A9 8/23/21 31 T25119610 V2 8/23/21 10 T25119589 A10 8/23/21 32 T25119611 V3 8/23/21 11 T25119590 All 8/23/21 33 T25119612 V4 8/23/21 12 T25119591 Al2 8/23/21 34 T25119613 V5 8/23/21 13 T25119592 A13 8/23/21 35 T25119614 V6 8/23/21 14 T25119593 A14 8/23/21 15 T25119594 A15 8/23/21 16 T25119595 B1 8/23/21 17 T25119596 B2 8/23/21 18 T25119597 B3 8/23/21 19 T25119598 B4 8/23/21 20 T25119599 Cl 8/23/21 21 T25119600 CJ 1 8/23/21 22 T25119601 CJ3 8/23/21 The truss drawing(s)referenced above have been prepared by MiTek USA,Inc. �%tjI under my direct supervision based on the parameters ��N� 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: August 23,2021 Lee, Julius 1 of 1 Job Truss Truss Type Qty Ply T25119580 2881008-PSLP-5113 Al Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:08 2021 Page 1 ID:tLA4G6k8SLH50jjhWi WsjzBggj-OEiPGMulyl gGtl LsbpKkMrQU9cyBxDQgDaBwFBylOBf 7-0-0 13-3-8 19-7-0 26-7-0 ,27-7-0, 1-0-0 7-0-0 6-3-8 6-3-8 7-0-0 1-0-0 Scale:1/4"=1' NAILED Special NAILED 5x8= Special NAILED NAILED 3x6 NAILED NAILED 5x8= 3 11 12 13 4 14 15 16 5 6.00 12 M O M A 6 1 7 Iy 0 0 10 17 18 9 19 20 8 * e ST1.5x8 STP= NAILED NAILED NAILED NAILED ST1.5 x STP 4x6 2x4 6x8 2x4 = = = 4x6= Special NAILED Special NAILED "Special"indicates special hanger(s)or other connection device(s)required at location(s) shown.The design/selection of such special connection device(s)is the responsibility of others.This applies to all applicable truss designs in this job. 7-0-0 13-3-8 19-7-0 26-7-0 7-0-0 6-3-8 6-3-8 7-0-0 Plate Offsets(X,Y)-- [3:0-5-8,0-2-4],[5:0-5-8,0-2-4],[9:0-4-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.18 9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.42 9-10 >739 240 BCLL 0.0 * Rep Stress Incr NO WB 0.63 Horz(CT) 0.15 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.27 9 >999 240 Weight:120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-10-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10,6=0-7-10 Max Horz 2=-174(LC 6) Max Uplift 2=-1123(LC 8),6=-1123(LC 8) Max Grav 2=2542(LC 29),6=2542(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4697/1982,3-4=-5398/2395,4-5=-5398/2395,5-6=-4697/1982 BOT CHORD 2-10=-1602/4160,9-10=-1604/4186,8-9=-1604/4076,6-8=-1602/4051 WEBS 3-10=-54/734,3-9=-676/1585,4-9=-1122/801,5-9=-676/1586,5-8=-54/734 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=5.Opsf;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 ,`ItI111111111,�' to the use of this truss component. � X3 � S �F I, 4)Provide adequate drainage to prevent water ponding. ��j 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� .••\G E N 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. No 34869 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=1123,6=1123. Z 8)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)425 lb down and 376 lb up at jP/ 7-0-0,and 425 lb down and 376 lb up at 19-7-0 on top chord,and 397 lb down and 147 lb up at 7-0-0,and 397 lb down and 147 lb 44/ up at 19-6-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. k/� 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •••�4 O R,Q P;* N�,�� LOAD CASE(S) Standard S G` 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i, ON A',;"O% Uniform Loads(plf) S Vert:1-3=-70,3-5=-70,5-7=-70,2-6=-20 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 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 T25119580 2881008-PSLP-5113 Al Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:09 2021 Page 2 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-U RFnTivNjKo7VSw29Xrzu3yfvOlQgggzRExUodylOBe LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-202(F)5=-202(F)10=-372(F)9=-124(F)4=-273(F)8=-372(F)11=-137(F)12=-137(F)15=-137(F)16=-137(F)17=-62(F)18=-62(F)19=-62(F)20=-62(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 T25119581 2881008-PSLP-5113 A2 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:22 2021 Page 1 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-cxYiC93XfKRHZSQYPmaOwo??kGlkDeKuRmagl NylOBR 4-9-4 9-0-0 13-3-8 17-7-0 21-9-12 26-7-0 ,27-7-0, 1-0-0 4_ _4 4-2-12 4-3-8 4-3-8 4-2-12 1-0-0 Scale:1/4"=1' 4x4= 3x4= 4x4= 4 14 5 15 6 6.00 12 2x4-- 2x4 i 3 13 167 ra 0 a 2 8 c� 9 a> �I 1 Iv 0 0 • 11 e ST1.5x8 STP= 12 3x6— 10 ST1.5x8 STP= 3x6= 3x8= 3x8= 3x6= 9-0-0 17-7-0 26-7-0 9-0-0 8-7-0 9-0-0 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 0.39 Vert(LL) -0.14 2-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.32 2-12 >965 240 BCLL 0.0 * Rep Stress Incr YES WB 0.22 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.10 10-12 >999 240 Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-3 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10,8=0-7-10 Max Horz 2=217(LC 11) Max Uplift 2=-531(LC 12),8=-531(LC 12) Max Grav 2=1260(LC 1),8=1260(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2059/1089,3-4=-1757/919,4-5=-1519/887,5-6=-1519/887,6-7=-1757/919, 7-8=-2059/1089 BOT CHORD 2-12=-840/1840,10-12=-663/1665,8-10=-849/1769 WEBS 3-12=-379/330,4-12=-191/490,5-12=-303/202,5-10=-303/202,6-1 0=-1 91/490, 7-10=-380/330 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=5.Opsf;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 9-0-0,Exterior(2E)9-0-0 ``iI111 11111111' to 17-7-0,Exterior(2R)17-7-0 to 26-3-3,Interior(1)26-3-3 to 27-7-0 zone;cantilever left and right exposed;C-C for members and `%% X S �F I, 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 `�` .•'�C,ENS'•. �i� to the use of this truss component. •' F ' �.0 4)Provide adequate drainage to prevent water ponding. No 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) c 2=531,8=531. **S fit O N A; Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119582 2881008-PSLP-5113 A3 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:29 2021 Page 1 ID:tLA4G6k8SLH50jjhWi VVsjzBggj-vHTLgY8wOUJ HuXSu KkCfiHnAg4AQLkl w2LnXVTylOBK 5-9-4 11-0-0 15-7-0 20-9-12 26-7-0 ,27-7-0, 5-9-4 5-2-12 4-7-0 5-2-12 5-94 1-0-0 Scale:1/4"=1' 4x6= 4x6= 3 15 4 6.00 F12 3x4 i 3x4 14 5 2 16 `h 0 13 17 1 g I 7 Iv 0 0 " e 10 ° e 3x6= 12 11 — 9 8 ST1.5x8 STP 3x6 = ST1.5x8 STP— 2x4 I I 3x4= 3x4= 2x4 11 3x6= 5-9 4 11-0-0 15-7-0 20-9-12 26-7-0 5-9-4 5-2-12 4-7-0 5-2-12 5-9-4 Plate Offsets(X,Y)-- [1:0-04,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 0.48 Vert(LL) -0.21 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.30 11-12 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.54 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) -0.24 11-12 >999 240 Weight:126 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 34-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-7-10,6=0-7-10 Max Horz 1=-254(LC 10) Max Uplift 1=-433(LC 12),6=-534(LC 12) Max Grav 1=1373(LC 17),6=1470(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2460/1030,2-3=-1772/861,3-4=-1519/827,4-5=-1774/847,5-6=-2440/1032 BOT CHORD 1-12=-786/2277,11-12=-786/2277,9-11=448/1607,8-9=-797/2062,6-8=-797/2062 WEBS 2-12=0/265,2-11=-776/417,3-11=-144/480,4-9=-130/478,5-9=-757/401,5-8=0/255 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=5.Opsf;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 11-0-0,Exterior(2E) 11-0-0 to 15-7-0,Exterior(2R)15-7-0 to 24-0-13,Interior(1)24-0-13 to 27-7-0 zone;cantilever left and right exposed;C-C for ``�I11111111 j�, members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,0 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� , IF to the use of this truss component. `�� .•' ........ E N S 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. No 34869 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=433,6=534. t i • iS%NAB E 0%. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119583 2881008-PSLP-5113 A4 Common 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:35 2021 Page 1 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-kRgcxbDhbK3RdSv2g_J3yY19QV801USoQH Esj7ylOBE 6-11-0 13-3-8 19-8-0 26-7-0 27-7-0, 6-11-0 6-4-8 6-4-8 6-11-0 1-0-0 Scale:1/4"=1' 4x4= 3 6.00 12 2x4\\ 5x6 11 2 4 10 12 1 5 M 6 rM �I Iv 0 0 9 13 14 8 7 3x4 3x4= 3x6= 3x4= ST1.5x8 STP= ST1.5x8 STIR= 3x4 9-0-8 17-6-8 26-7-0 9-0-8 8-6-0 9-0-8 Plate Offsets(X,Y)-- [1:0-2-10,0-1-8],[4:0-3-0,0-3-4],[5:0-2-10,0-1-8] 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 0.65 Vert(LL) -0.18 7-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.37 1-9 >844 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.15 1-9 >999 240 Weight:120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-7-10,5=0-7-10 Max Horz 1=-304(LC 10) Max Uplift 1=-433(LC 12),5=-534(LC 12) Max Grav 1=1364(LC 17),5=1461(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2281/966,2-3=-2068/958,3-4=-2058/951,4-5=-2268/960 BOT CHORD 1-9=-710/2170,7-9=-312/1377,5-7=-725/1923 WEBS 3-7=-337/942,4-7=-516/434,3-9=-346/954,2-9=-523/438 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=5.Opsf;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 13-3-8,Exterior(2R) 13-3-8 to 21-9-5,Interior(1)21-9-5 to 27-7-0 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 %� v`ffV 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 ENS* �0 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=433,5=534. :cam 441 • i i • ###nll i0 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119584 2881008-PSLP-5113 A5 Common 8 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:37 2021 Page 1 ID:tLA4G6k8SLH50jjhWi VVsjzBggj-gpyMLH Ey7xK9sl3QoPLX1 z7VgJgsDMT5tbjyn?ylOBC 6-11-0 13-3-8 19-8-0 , 26-7-0 27-7-0, 6-11-0 6-4-8 6-4-8 6-11-0 1-0-0 Scale=1:47.0 4x6= 3 6.00 12 2x4\\ 5x6 12 2 11 4 10 13 1 5 �I 6 Iv 0 0 9 14 15 8 7 • 3x4 i 3x4— 3x6— 3x4— ST1.5x8 STP= ST1.5x8 STP= 3x4 9-0-8 17-6-8 26-7-0 9-0-8 8-6-0 9-0-8 Plate Offsets(X,Y)-- [1:0-2-10,0-1-8],[4:0-3-0,0-3-4],[5:0-2-10,0-1-8] 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 0.67 Vert(LL) -0.18 7-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.37 1-9 >844 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.15 1-9 >999 240 Weight:120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-7-10,5=0-7-10 Max Horz 1=-304(LC 10) Max Uplift 1=-433(LC 12),5=-534(LC 12) Max Grav 1=1364(LC 17),5=1461(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2281/1057,2-3=-2068/1049,3-4=-2058/1038,4-5=-2268/1050 BOT CHORD 1-9=-807/2170,7-9=-360/1377,5-7=-800/1923 WEBS 3-7=-362/942,4-7=-516/460,3-9=-371/954,2-9=-523/464 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=5.Opsf;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 13-3-8,Exterior(2R) 13-3-8 to 19-3-8,Interior(1)19-3-8 to 27-7-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for `11111111 II�� 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=433,5=534. • • i .�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: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119585 2881008-PSLP-5113 A6 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:44 2021 Page 1 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-z9tOpgKLU5C9Cg5miNzApRvhs7DSMR37UBvgX5ylOB5 r1-0-0, 6-11-0 13-3-8 19-8-0 23-11-0 26-7-0 1-0-0 6-11-0 6-4-8 6-4-8 4-3-0 4x6= Scale=1:51.9 6.00 12 4 5x6 i 15 4x4 3 14 5 13 4x4= 3x8= 6 7 0 1 2 I • 12 16 17 11 10 9 $ ST1.5x8 STP= 3x4 3x4= 3x6= 3x4= 4xl2=ST1.5x8 STP= � 3x6 11 9-0-8 17-6-8 23-11-0 26-7-0 9-0-8 8-6-0 6 4-8 2-8-0 Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[3:0-3-0,0-3-4] 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 0.67 Vert(LL) -0.20 10-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.35 10-12 >886 240 BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.12 2-12 >999 240 Weight:134 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. REACTIONS. (size) 8=0-7-10,2=0-7-10 Max Horz 2=-271(LC 10) Max Uplift 8=-438(LC 12),2=-535(LC 12) Max Grav 8=1334(LC 18),2=1471(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2293/1040,3-4=-2083/1028,4-5=-2055/1029,5-6=-2503/1103,6-7=-2079/872, 7-8=-1279/570 BOT CHORD 2-12=-953/2147,10-12=-515/1363,9-10=-899/1980 WEBS 4-10=-365/925,5-10=-555/454,4-12=-361/951,6-9=-1265/620,7-9=-975/2344, 3-12=-512/457,5-9=-84/297 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=5.Opsf;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 13-3-8,Exterior(2R) �jU.S LF I,� 13-3-8 to 19-3-8,Interior(1)19-3-8 to 26-5-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for �j reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� .••��,E Ns•• �i� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• F•••• �.0 to the use of this truss component. No 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,with BCDL=10.Opsf. •c 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=438,2=535. <C/ ,off �S;O N A; Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119586 2881008-PSLP-5113 A7 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:47 2021 Page 1 ID:tLA4G6k8SLH50jjhWi WsjzBggj-NkY8SiMDnOak3lgLN WXtR4XB?KEzZu IZB98U8QylOB2 r1-0-O, 6-11-0 13-3-8 19-8-0 21-11-0,26-7-0 �1-0-0 6-11-0 6-4-8 6-4-8 2-3-0 4-8-0 5x6= Scale=1:51.9 6.00 12 4 5x6 3 13 14 5x8= 2x4 11 12 5 6 M W N 2 1 O • 11 15 16 10 9 8 ST1.5x8 STP= 7 3x4 3x4= 3x6= 3x4= 2x4 11 ST1.5x8 STP= 6x8= 9-0-8 13-3-8 17-6-8 21-11-0 26-7-0 9-0-8 4-3-0 4-3-0 4 4-8 4-8-0 Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[3:0-3-0,0-3-0],[5:0-5-4,0-3-4] 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 0.74 Vert(LL) -0.21 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.37 9-11 >857 240 BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.12 2-11 >999 240 Weight:134 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, 4-5:2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-7 REACTIONS. (size) 7=0-7-10,2=0-7-10 Max Horz 2=-252(LC 10) Max Uplift 7=-442(LC 12),2=-531(LC 12) Max Grav 7=1305(LC 18),2=1476(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2302/1030,3-4=-2093/1019,4-5=-1953/898 BOT CHORD 2-11=-1002/2140,9-11=-582/1366,8-9=-1016/2160,7-8=-1012/2166 WEBS 4-9=-177/709,5-7=-2413/1139,4-11=-343/945,3-11=-500/440,5-9=-652/450 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=5.Opsf;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 13-3-8,Exterior(2R) 13-3-8 to 19-3-8,Interior(1)19-3-8 to 26-5-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for ,,�� vL�Us 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 s••. �i♦ 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) !c Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119587 2881008-PSLP-5113 A8 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:48 2021 Page 1 I D:tLA4G6k8SLH50jjhWi WsjzBggj-rx6Xf2N rYJibgRPYxD26zH4MrkaLIMQjPpt2gsylOB1 6-11-0 13-3-8 19-11-0 24-11-0 26-7-0 1-0-0 6-11-0 6-4-8 6-7-8 5-0-0 1-8-0 4x6= Scale=1:52.5 6.00 12 4 15 5x6 5x6= 4x4= 3 14 5 3x4 7 13 M r o0 o M N 2 1 o • 12 16 17 11 10 9 ST1.5x8 STP= 8 3x4 3x4= 3x6= 3x4= ST1.5x8 STP= i 5x8= 3x6 11 9-0-8 17-6-8 24-11-0 26-7-0 9-0-8 8-6-0 7-4-8 Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[3:0-3-0,0-3-4] 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 0.74 Vert(LL) -0.20 10-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.34 10-12 >921 240 BCLL 0.0 * Rep Stress Incr YES WB 0.44 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.12 2-12 >999 240 Weight:140 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 4-5:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-9 REACTIONS. (size) 2=0-7-10,8=0-7-10 Max Horz 2=-248(LC 10) Max Uplift 2=-530(LC 12),8=-443(LC 12) Max Grav 2=1483(LC 17),8=1303(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2316/1059,3-4=-2106/1047,4-5=-1980/1019,5-6=-646/357,6-7=-718/359, 7-8=-1324/646 BOT CHORD 2-12=-1036/2150,10-12=-601/1369,9-10=-977/1912 WEBS 4-10=-295/822,4-12=-359/949,3-12=-509/453,5-10=-471/406,5-9=-1552/819, 7-9=-564/1171 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=5.Opsf;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 13-3-8,Exterior(2R) `� J • �1 13-3-8 to 19-3-8,Interior(1)19-3-8 to 24-11-0,Exterior(2E)24-11-0 to 26-5-4 zone;cantilever left and right exposed;C-C for ,�� •.••�G E N S+••.• �i.0 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� F 10 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 34869 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. 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. .0 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) *:o O••, 2=530,8=443. Ze� ��,� N A�Eo Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119588 2881008-PSLP-5113 A9 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:49 2021 Page 1 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-J7gvtOOTldgSl b_kVxZLW UcYa8yg 1 jMseTdbCJyIOBO 6-11-0 13-3-8 18-0-8 23-0-8 26-7-0 1-0-0 6-11-0 6-4-8 4x6= Scale=1:52.5 6.00 12 4 4x6= 5x6= 5x6 5 3 13 2x4 11 7 12 n r; M V O N 2 1 o 11 14 15 10 9 ST1.5x8 STP= 8 3x4 3x4= 3x6= 5x8= ST1.5x8 STP= i 6x8= 9-0-8 18-0-8 26-7-0 9-0-8 9-0-0 8-6-8 Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[3:0-3-0,0-3-4],[6:0-3-0,0-2-0] 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 0.67 Vert(LL) -0.22 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.37 9-11 >843 240 BCLL 0.0 * Rep Stress Incr YES WB 0.78 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.11 2-11 >999 240 Weight:140 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-10 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 2-10:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10,8=0-5-11 Max Horz 2=-248(LC 10) Max Uplift 2=-530(LC 12),8=-443(LC 12) Max Grav 2=1489(LC 17),8=1312(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2354/1081,3-4=-2126/1068,4-5=-2098/1189,5-6=-1799/963 BOT CHORD 2-11=-1 048/2167,9-11=-608/1377,8-9=-469/881 WEBS 3-11=-509/459,4-11=-364/966,4-9=-454/1020,5-9=-1247/801,6-9=-508/1260, 6-8=-1360/753 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=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. rectional)and C-C Exterior(2E) 13 3-8 to 8 0-8,IIn Interior(l)8-0-8 to 231-0-8,Exteno(E)23-0-8 to 26-5-40zone;cantilever left(and ghttexpo exposed C C for members , ,3`jus LFtc,��j, and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,� •• �,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. N 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,with BCDL=1 O.Opsf. 17 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=530,8=443. <C/ i ��i�F • O R\O"%111 ON1811111 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119589 2881008-PSLP-5113 A10 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:09 2021 Page 1 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-U RFnTivNjKo7VSw29Xrzu3yiZOHyghOzRExUodylOBe r1-0-0, 6-11-0 13-3-8 16-0-8 21-0-8 26-7-0 1-0-0 6-11-0 6-4-8 2-9-0 5-0-0 5-6-8 Scale:1/4"=l' 4x6= 6.00 12 4 4x4= 5x8= 5 5x6 i 3 14 4x6 7 13 r ui m 0 N 2 M 1 o • 12 15 11 16 10 9 ST1.5x8 STP— 8 3x4 3x4= 3x6= 3x8= 3x4= 3x6 11 9-0-8 16-0-8 21-0-8 26-7-0 9-0-8 7-0-0 5-0-0 5-6-8 Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[3:0-3-0,0-3-4],[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 0.68 Vert(LL) -0.15 2-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.35 2-12 >885 240 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.11 2-12 >999 240 Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-10 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. REACTIONS. (size) 2=0-7-10,8=Mechanical Max Horz 2=-248(LC 10) Max Uplift 2=-530(LC 12),8=-443(LC 12) Max Grav 2=1489(LC 17),8=1311(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2325/1107,3-4=-2114/1095,4-5=-1816/1112,5-6=-1587/943,6-7=-1287/708, 7-8=-1218/697 BOT CHORD 2-12=-1064/2159,10-12=-619/1386,9-10=-526/1098 WEBS 3-12=-515/460,4-12=-371/927,4-10=-407/840,5-1 0=-1 002/690,6-10=-350/781, 6-9=-337/292,7-9=-554/1182 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=5.Opsf;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 13-3-8,Exterior(2E) ,,%� vLrrLJg LF �I,' 13-3-8 to 16-0-8,Interior(1)16-0-8 to 21-0-8,Exterior(2E)21-0-8 to 26-5-4 zone;cantilever left and right exposed;C-C for members `% and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,�� .••�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. 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,with BCDL=1 O.Opsf. 'O !c 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .00 . 2=530,8=443. < O R Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119590 2881008-PSLP-5113 All Roof Special 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:10 2021 Page 1 ID:tLA4G6k8SLH50jjhWiVVsjzBggj-ydp9h2wOUew 7cVEiEMCRGVgPQdWP7z7guglK3ylOBd 14-0-8 -1-0-0 6-11-0 12-9-6 1 -3 19-0-8 26-7-0 1-0-0 6-11-0 5-10-6 -6- 5-0-0 7-6-8 0-9-0 Scale=1:48.9 5x8 i = 6.00 12 4 5 4x6 14 15 6 16 5x6 i 13 3 17 5x6 7 n' 12 m C? O N 2 M 1 O 11 18 19 10 9 ST1.5x8 STP= 8 3x4= 4x6=3x6 5x8— 3x6 I I = 9-0-8 13-3-8 19-0-8 26-7-0 9-0-8 4-3-0 5-9-0 7-6-8 Plate Offsets(X,Y)-- [3:0-3-0,0-3-0],[6:0-3-8,0-2-0],[7: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 0.87 Vert(LL) -0.29 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.47 9-11 >666 240 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.11 2-11 >999 240 Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 6-7:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-10:2x4 SP No.1 WEBS 1 Row at midpt 4-9 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10,8=Mechanical Max Horz 2=-240(LC 10) Max Uplift 2=-544(LC 12),8=-469(LC 12) Max Grav 2=1517(LC 17),8=1324(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2410/1149,3-4=-2185/1139,4-6=-1195/828,6-7=-1438/781,7-8=-1220/730 BOT CHORD 2-11=-1106/2206,9-11=-722/1473 WEBS 3-11=-472/420,7-9=-524/1230,4-11=-313/940,4-9=-361/240 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=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 1 a 0 0 to l E)12---10--14 to19 0-8,Ex erior(2R)19 0-8to 25-0-8,Interior(l)erio(1)25 0--8 to 26-5-4 zone; lever eft and rightexp exposed;C-C for ,,, ,J`�V S. 0�0 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� .•'�G E Ns•• �� 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)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,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 100 lb uplift at joint(s)except(jt=lb) O �4J 2=544,8=469. 0-0- Q O R • C? �� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119591 2881008-PSLP-5113 Al2 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:11 2021 Page 1 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-RpNXuOweFy2rkl4QGyuRzU2_Fq_Z8brGvYQasWylOBc 6-9-4 13-0-0 18-7-0 26-7-0 1-0-0 6-9-4 6-2-12 5-7-0 8-0-0 Scale=1:46.7 5x6= 4x6= 4 13 5 14 6.00 12 2x4\\ 3 5x6 M 6 12 m 11 m 0 N 2 M yI 1 O " e 10 15 16 9 8 ST1.5x8 STP= 7 3x4 3x4= 3x6= 5x8= 3x6 11 9-1-8 18-7-0 26-7-0 9-1-8 9-5-8 8-0-0 Plate Offsets(X,Y)-- [2:0-2-10,0-1-81,[4:0-3-0,0-2-0],[5:0-3-8,0-2-41,[6:Edge,0-1-121 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) -0.23 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.37 8-10 >853 240 BCLL 0.0 * Rep Stress Incr YES WB 0.53 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.10 2-10 >999 240 Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-3-12 cc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS 1 Row at midpt 4-8 2-9:2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10,7=Mechanical Max Horz 2=-242(LC 10) Max Uplift 2=-530(LC 12),7=-443(LC 12) Max Grav 2=1503(LC 17),7=1327(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2387/1020,3-4=-2134/984,4-5=-1187/698,5-6=-1426/664,6-7=-1209/633 BOT CHORD 2-10=-960/2194,8-10=-553/1432 WEBS 3-10=-498/429,4-10=-306/922,4-8=-341/169,6-8=-392/1193 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=5.Opsf;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 13-0-0,Exterior(2E) `,�� `�US LF I,♦ 13-0-0 to 26-5-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ,� ♦j DOL=1.60 plate grip DOL=1.60 �� .• G E IV S'• ♦i♦ 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •' F•'•• ♦.0 to the use of this truss component. No 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,with BCDL=10.Opsf. •c 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) <C/ 2=530,7=443. ♦♦ Q Q •�� ♦,�'fS;O N A'E 010 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119592 2881008-PSLP-5113 A13 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:12 2021 Page 1 I D:tLA4G6k8SLH50jjhWi WsjzBggj-v?xw6kxGOFAiMvfdgfPg W haEOEPItOxP7C98PyylOBb 1-0-0, 5-9-4 11-0-0 15-5-4 20-7-0 23-10-10 26-7-0 1-0-0 5-9-4 5-2-12 4-5 4 5-1-12 3-3-10 Scale:1/4"=l' 5x8= 3x4= 4x6= 4 19 20 21 5 22 6 6.00 12 3x4 5x6 3 7 M 18 d u� 17 M O 13 11 10 N o M 2 5x12= 12 2x4 2 = ql 1 5x8= 0 ST1.5x8 STP= 16 15 14 9 8 3x4 i 2x4 I I 5x8= 2x4 II 2x4 11 3x6 5-9-4 11-0-0 15-5-4 20-7-0 23-10-10 26-7-0 5-9-4 5-2-12 4-5-4 5-1-12 3-3-10 2-8-6 Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[4:0-6-0,0-2-8],[13:0-6-4,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.07 14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.17 12-13 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.67 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.10 14 >999 240 Weight:159 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-3 cc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 5-14,9-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-9-9 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10,8=Mechanical Max Horz 2=-199(LC 10) Max Uplift 2=-530(LC 12),8=-443(LC 12) Max Grav 2=1276(LC 17),8=1173(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2122/1022,3-4=-1595/848,4-5=-1881/1084,5-6=-1319/771,6-7=-1557/771, 8-1 0=-1 138/595,7-1 0=-1 106/604 BOT CHORD 2-16=-1004/1895,15-16=-1004/1895,12-13=-931/1900 WEBS 3-15=-613/389,13-15=-676/1399,4-13=-3691752,5-12=-801/429,6-12=-59/351, 7-12=-518/1167 NOTES- 1)Unbalanced roof live loads have been considered for this design. ``i,1111111/111, 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �L�U$ 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 11-0-0,Exterior(2R) ,� J . �� 11-0-0 to 19-5-13,Interior(1)19-5-13 to 20-7-0,Exterior(2E)20-7-0 to 26-5-4 zone;cantilever left and right exposed;C-C for ♦�� •••�G E N g••. �i� members and forces&MWFRS for 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 34869 � 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. 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 'fl •c will fit between the bottom chord and any other members. 0 ,��: 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 100 lb uplift at joint(s)except(jt=lb) �i ••�� O R`Q Q;••��,♦♦ 2=530,8=443. S•'••..••..•••� ONA 000 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119593 2881008-PSLP-5113 A14 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:13 2021 Page 1 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-NCVIJ4yunZIZ_3EpONwv3v7OvdhocSOZMsvhxOylOBa 4-9-4 9-0-0 15-5-4 20-10-6 23-10-10 26-7-0 1-0-0 4-9-4 4-2-12 6-5-4 5-5-2 3-0 4 2-8-6 Scale=1:47.4 5x8= 2x4 3x6= 3x4= 3x8= 4 18 19 5 20 6 7 8 6.00 12 2x4 3 17 14 12 11 0 M 2 5xl2= 13 2x4 I 2 = Y 1 3x8= 0 ST1.5x8 STP= 16 15 10 9 3x6— 5x8= 2x4 I I 2x4 I I 3x6 11 9-0-0 15-5-4 20-10-6 23-10-10 26-7-0 9-0-0 6-5-4 5-5-2 3-0 4 2-8-6 Plate Offsets(X,Y)-- [4:0-6-0,0-2-8],[13:0-3-8,0-1-8],[14:0-3-8,0-2-8] 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 0.66 Vert(LL) -0.15 2-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.35 2-16 >901 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.15 14 >999 240 Weight:155 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins, BOT CHORD 2x4 SP No.2*Except` except end verticals. 5-15,10-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical,2=0-7-10 Max Horz 2=282(LC 12) Max Uplift 9=458(LC 12),2=-515(LC 12) Max Grav 9=1173(LC 1),2=1274(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2075/950,3-4=-1783/814,4-5=-2374/1209,5-7=-2383/1203,7-8=-1668/784, 9-1 1=-1 141/549,8-1 1=-1 116/555 BOT CHORD 2-16=-1044/1827,5-14=-435/348,13-14=-784/1668 WEBS 3-16=-363/328,14-16=-761/1491,4-14=-486/948,7-14=484/825,7-13=-820/510, 8-13=-884/1879 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=5.Opsf;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 9-0-0,Exterior(2R)9-0-0 ,�� I�♦ to 17-5-13,Interior(1)17-5-13 to 26-54 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions �`�US LF�� ♦j shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� ••' G E N S• ♦i♦ 2)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 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. t 6)Refer to girder(s)for truss to truss connections. �(J 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 0 •' 9=458,2=515. ♦i♦ O R`Q Q •��,4� ♦ ,� iS%N A�E 0' Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119594 2881008-PSLP-5113 A15 HALF HIP GIRDER 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:18 2021 Page 1 I D:tLA4G6k8SLH50jjhWi VVsjzBggj-j91 BMn01 c5wr4g6nAwW4mygGWeN N HeW I W8cSccylOBV 7-0-0 11-2-10 15-5-4 18-5 4i 22-4-4 23-10-10, 26-7-0 1-0-0 7-0-0 4-2-10 4-2-10 3-0-0 3-11-0 1-6-6 2-8-6 Scale=1:47.3 Special NAILED NAILED NAILED NAILED 6x8= 5x6= 2x4 7x10= 5x6= 4x12= NAILED NAILED NAILED NAILED NAILED 3 19 4 20 21 5 22 6 23 24 7 25 26 8 6.00 12 U U U c� ,L��f` 15 12 11 0 M 2 Ml 29 14 30 31 13 32 L33 4 1 10xl2= 5x6= NAILED 2x4 11 ST1.5x8 STP—_ 18 27 17 28 16 NAILED NAILED 5x8= 10 34 9 3x8 i 2x4 I I NAILED 7x10= NAILED 3x4 11 NAILED 2x4 I I 3x6 11 Special NAILED NAILED NAILED 7-0-0 11-2-10 15-5-4 18-5-4 22-4-4 23-10-10, 26-7-0 7-0-0 4-2-10 4-2-10 3-0-0 3-11-0 1-6-6 2-8-6 Plate Offsets(X,Y)-- [2:0-2-9,0-1-8],[3:0-4-0,0-1-15],[6:0-5-0,0-4-8],[13:0-3-8,0-2-8],[17:0-1-8,0-3-8] 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 0.60 Vert(LL) -0.25 15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.56 16 >557 240 BCLL 0.0 * Rep Stress Incr NO WB 0.98 Horz(CT) 0.21 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.39 15 >809 240 Weight:197 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-3-4 oc purlins, 1-3:2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-5-7 oc bracing. 2-16:2x6 SP No.2,11-15:2x6 SP M 26,10-12:2x4 SP No.3 WEBS 2x4 SP No.3*Except* 8-9,15-17,4-15,6-15:2x6 SP No.2,7-14,8-13:2x4 SP No.2 REACTIONS. (size) 9=Mechanical,2=0-7-10 Max Horz 2=226(LC 8) Max Uplift 9=-1141(LC 8),2=-1077(LC 8) Max Grav 9=2557(LC 29),2=2442(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4586/1928,3-4=-4996/2205,4-5=-7877/3505,5-6=-7932/3526,6-7=-6916/3091, 7-8=-4273/1924,9-11=-2510/1142,8-11=-2351/1114 BOT CHORD 2-18=-1785/4023,17-18=-1781/3998,16-17=-162/382,5-15=-400/307,14-15=-3132/6995, 13-14=-1924/4273,12-13=-121/265,11-12=-151/312 WEBS 3-18=-84/655,3-17=-586/1369,4-17=-2165/1135,15-17=-2147/4853,4-15=-1459/3230, 6-15=-478/1135,6-14=-1122/580,7-14=-1318/2985,7-13=-1916/985,8-13=-2027/4507 NOTES- ,, ,3`jus L��I�I 1)Unbalanced roof live loads have been considered for this design. ,�� •••\G E N S••. 0i� 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=5.Opsf;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 N 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)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. 17 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. O '•7)Refer to girder(s)for truss to truss connections. �i�'� Q Q;• 4%� 8)Provide connection of truss to earing of 9)9NAILED2 ndicatesl3-10d(0.148bx3o)oef 3)12d(0.148'x3.25')toletnaias pereNDS withstanding 100 lb uplift at joint(s)except Qt=1b) 1111181111111 �, ON 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)425 lb down and 376 lb up at �� 11 j1 7-0-0 on top chord,and 397 lb down and 147 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is Julius Lee PE No.34869 the responsibility of others. MiTek USA,Inc.FL Cert 6634 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard August 23,2021 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 T25119594 2881008-PSLP-5113 A15 HALF HIP GIRDER 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:18 2021 Page 2 ID:tLA4G6k8SLH50jjhWiVVsjzBggj-j9l BMn01 c5wr4g6nAwW4mygGWeN N HeW I W8cSccylOBV LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,3-8=-70,2-16=-20,12-15=-20,9-10=-20 Concentrated Loads(lb) Vert:3=-202(B)16=-62(B)5=-137(B)18=-372(B)17=-62(B)4=-1 37(B)19=-1 37(B)20=-1 37(B)22=-1 17(B)23=-1 17(B)24=-1 17(B)25=-1 17(B)26=-137(B) 27=-62(B)28=-62(B)29=-82(B)30=-82(B)31=-82(B)32=-82(B)33=-62(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 T25119595 2881008-PSLP-5113 131 Common Girder 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:51 2021 Page 1 I D:tLA4G6k8SLH50jjhWi VVsjzBggj-GWofl3PkgE4AXv86cLbpbvireyj3VfJ95n6iH By10B_ 1-0-0 7-0-12 9-10-0 14-5-12 19-8-0 1-0-0 7-0-12 2-9 4 4-7-12 5-2-4 4x6 11 Scale=1:37.1 4 3x6 6 6.00 12 3 3x8 5 6 2 M c s 9 10 8 11 12 7 13 14 c g ST1.5x8 STP= 3x8 11 7x10 3x6 HTU26 HTU26 HTU26 HTU26 ST1.5x8 STP= = 11 3x8 i 5x6= HTU26 HTU26 7-0-12 9-10-0 14-5-12 19-8-0 7-0-12 2-9-4 4-7-12 5-2-4 Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[6:0-3-0,0-2-13],[7:0-4-8,0-1-8],[8:0-5-0,0-4-8] 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 0.89 Vert(LL) -0.12 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.26 7-8 >875 240 BCLL 0.0 * Rep Stress Incr NO WB 0.68 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.16 7-8 >999 240 Weight:217 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* 4-8:2x4 SP No.2 REACTIONS. (size) 6=0-7-10,2=0-7-10 Max Horz 2=227(LC 7) Max Uplift 6=-2268(LC 8),2=-1924(LC 8) Max Grav 6=5588(LC 1),2=4438(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-8818/3707,3-4=-7079/3035,4-5=-7103/3004,5-6=-10387/4239 BOT CHORD 2-9=-3180/7730,8-9=-3180/7730,7-8=-3682/9156,6-7=-3682/9156 WEBS 3-9=-1010/2342,3-8=-2348/1135,4-8=-2564/6044,5-8=-3445/1378,5-7=-1059/3062 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 0-7-0 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. ``� 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 �LIU,� �j ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,�� G•E•N,3 3)Unbalanced roof live loads have been considered for this design. •• F•••, �� 4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 34869 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 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 1�^1A will fit between the bottom chord and any other members. O•'. 4/1%'* 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) %'� O R`Q Q;••��,�� 6=2268,2=1924. �i� •. ••• �,� 9)Use Simpson front face of bottoms Tie HTU26(20-1 Od Girder,14-10dx1 1/2 Truss)or equivalent at 7-0-12 from the left end to connect truss(es)to �� O N A\-�?�`� 10)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. �111111110 starting at 9-0-12 from the left end to 17-0-12 to connect truss(es)to front face of bottom chord. Julius Lee PE No.34869 11)Fill all nail holes where hanger is in contact with lumber. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: August 23,2021 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 T25119595 2881008-PSLP-5113 131 Common Girder 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:52 2021 Page 2 ID:tLA4G6k8SLH50jjhWiVVsjzBgcd-kiM1 VPQMbYC193jJA37287E00L3lE6ZIKQrFoeylOAz LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-70,4-6=-70,2-6=-20 Concentrated Loads(lb) Vert:9=-2448(F)10=-1153(F)11=-1153(F)12=-1153(F)13=-1161(F)14=-1153(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 T25119596 2881008-PSLP-5113 B2 COMMON 3 1 Job Reference(optional) Builders FirstSource,Fort Piece,FL 34945 8.430 s Mar 22 2021 MiTek Industries,Inc. Mon Aug 23 10:20:42 2021 Page 1 I D:tLA4G6k8SLH50jjhWi WsjzBgq-MfYd89Y3_Qbn IY4DzE9Xtp59Y6kQmfRl_u RM22yl?z3 -1-0-0 5-8-4 7-10-8 8 2- 9-10-0 11-5-13 1 -9 8 13-11-12 19-8-0 1-0-0 5-8-4 2-2 4 0-3- 1 1-7-13 1-7-13 0-3- 1 2-2-4 5-8-4 Scale=1:34.8 3x6= 5 3x4= 3x4= 4 6 6.00 12 2x4 II 14 2x4 II 3 7 13 12 15 8 2 F11 IF Li LU IT 1 a 0 e 11 10 9 s ST1.5x8 STP= 2x4 11 5x6= 2x4 11 ST1.5x8 STP= 3x8 5- 3x8= 5-8-4 13-11-12 19-8-0 5-8-4 8-3-8 5-8 4 Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[5:0-3-0,Edge],[8:0-10-12,0-1-9] 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 0.65 Vert(LL) -0.27 9-11 >848 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.47 9-11 >491 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.16 9-11 >999 240 Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins. BOT CHORD 2x6 SP M 26*Except* BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing. 8-10:2x6 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 8=936/0-7-10,2=1035/0-7-10 Max Horz 2=227(LC 11) Max Uplift 8=-266(LC 12),2=-369(LC 12) Max Grav 8=1170(LC 19),2=1268(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-12=-2045/672,12-13=-1916/673,3-13=-1911/679,3-4=-1617/720,4-5=-65/495, 5-6=-58/495,6-14=-1546/733,7-14=-1598/721,7-15=-1885/691,8-15=-2020/684 BOT CHORD 2-11=-475/1688,10-11=-475/1688,9-10=-475/1688,8-9=-475/1688 WEBS 4-6=-2171/881,7-9=0/612,3-11=0/624 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=5.Opsf;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 9-10-0,Exterior(2R)9-10-0 �I to 15-10-0,Interior(1)15-10-0 to 19-4-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions G♦♦♦♦ ,�`�U shown;Lumber DOL=1.60 plate grip DOL=1.60 � E N S;• �j� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to .' �, F•'.• i 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. No 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)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-6 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.9-11 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 266 lb uplift at joint 8 and 369 lb uplift at 2. 9)AITTIC nt SPACE SHOWN IS DESIGNED AS UNINHABITABLE. �j S<0 R\�• ,, �1 LOAD CASE(S) Standard . i�N A� %��♦ Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119597 2881008-PSLP-5113 B3 Common 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:05:57 2021 Page 1 ID:tLA4G6k8SLH50jjhWiVVsjzBggj-4g9wY7UUQ4rJFgbGzciDrAyvxMhOvOT1 UiZ0Try10Au 1-0-0 5-8-4 7-10-8 8 2-3 9-10-0 1 11-5-13 1OL9r8 13-11-12 1 19-8-0 1 20-8-0 1-0-0 5-8-4 2-2-4 0- - 1 1-7-13 1-7-13 0-3- 1 2-2-4 5-84 1-0-0 Scale=1:35.6 3x6= 5 3x4= 3x4= 4 6 6.00 12 2x4 2x4 3 7 14 15 13 16 2 F18 1 LE 9 Io e 12 11 10 e e ST1.5x8 STP= 2x4 5x6— 2x4 I I ST1.5x8 STP= 3x8 3x8 5-8-4 13-11-12 19-8-0 5-84 8-3-8 5-8 4 Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[5:0-3-0,Edge],[8:0-2-10,0-1-8] 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 0.65 Vert(LL) -0.27 10-12 >851 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.46 10-12 >493 240 BCLL 0.0 * Rep Stress Incr YES WB 0.51 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.15 10-12 >999 240 Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-9-4 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 REACTIONS. (size) 2=0-7-10,8=0-7-10 Max Horz 2=235(LC 11) Max Uplift 2=-365(LC 12),8=-365(LC 12) Max Grav 2=1266(LC 18),8=1266(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2032/669,3-4=-1606/712,4-5=-49/492,5-6=-52/492,6-7=-1593/707, 7-8=-2014/664 BOT CHORD 2-12=-397/1694,10-12=-397/1694,8-10=-397/1694 WEBS 4-6=-2152/840,7-10=0/610,3-12=0/618 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=5.Opsf;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 9-10-0,Exterior(2R) vLrrlJg LF 9-10-0 to 15-10-0,Interior(1)15-10-0 to 20-8-0 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 .••�G E N S•• �% 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� •• F•••. 10 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. 6)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-6 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-12 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) *:o O••, 2=365,8=365. �i'� Q' 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ��j� 0 R �•••�� ,��N Al Eo Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119598 2881008-PSLP-5113 B4 Common Supported Gable 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:06:06 2021 Page 1 ID:tLA4G6k8SLH50jjhWiVVsjzBggj-JOCKRCb8Irc1 rCn?_?NLi4pb2?yzWaTMYcE?IgylOAI 1-0-0 9-10-0 19-8-0 20-8-0 1-0-0 9-10-0 9-10-0 4x4— Scale=1:38.4 7 6 8 6.00 F12 5 9 23 24 4 10 3 11 2 F1 12 13 Io 3x4= 22 21 20 19 18 17 16 15 14 3x4= 5x6= 19-8-0 19-8-0 Plate Offsets(X,Y)-- [17:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 13 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 13 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:99 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.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-8-0. (lb)- Max Horz 2=235(LC 11) Max Uplift All uplift 100 lb or less atjoint(s)2,19,20,22,17,16,14,12 except 21=-101(LC 12), 15=-101(LC 12) Max Grav All reactions 250 lb or less at joint(s)2,18,19,20,21,22,17,16,15,14,12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-113/332,7-8=-113/332 WEBS 4-21=-1 69/264,10-15=-169/264 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=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=2ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-0 to 5-0-0,Exterior(2N)5-0-0 to 9-10-0,Corner(3R) 9-10-0 to 15-10-0,Exterior(2N)15-10-0 to 20-8-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for ``%J 111111111 j� reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `%%% �`SUS LF 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ,% Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `�� •• Ci EN 4)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 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 cc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •c 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 41 will fit between the bottom chord and any other members. <C/ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,19,20,22,17, N�� 16,14,12 except(jt=lb)21=101,15=101. `, •�••• O Q Q;••. •R ;O N A; Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSLITPI1 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 T25119599 2881008-PSLP-5113 C1 Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:06:16 2021 Page 1 I D:tLA4G6k8SLH50jjhWi WsjzBggj-1 Jp6XdjPxwEd l lYwa5Yh6BE5a1 BPs3wgr9fXeFylOAb 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 Scale=1:30.6 Special 4x6= Special 4x6= 3 4 6.00 12 M O M 2 5 6 I"' s c 8 7 Q' c ST1.5x8 STP= 2x4 11 2x4 11 ST1.5x8 STP= 3x6= Special Special 3x6= 7-0-0 9-0-0 16-0-0 7-0-0 2-0-0 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 0.94 Vert(LL) -0.11 5-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.22 5-7 >831 240 BCLL 0.0 * Rep Stress Incr NO WB 0.21 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.13 2-8 >999 240 Weight:63 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied. 3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-11 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10,5=0-7-10 Max Horz 2=-174(LC 23) Max Uplift 2=-661(LC 8),5=-661(LC 8) Max Grav 2=1409(LC 29),5=1409(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2288/998,3-4=-1937/960,4-5=-2287/998 BOT CHORD 2-8=-728/1978,7-8=-732/1996,5-7=-728/1973 WEBS 3-8=-123/567,4-7=-123/567 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=5.Opsf;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 ,ttv%111 t 1111I/1�' to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. `,� •F �j, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� .•• G•E•N S i� 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 100 lb uplift at joint(s)except(jt=lb) 2=661,5=661. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)425 lb down and 376 lb up at 7-0-0,and 425 lb down and 376 lb up at 9-0-0 on top chord,and 397 lb down and 147 lb up at 7-0-0,and 397 lb down and 147 lb '9 up at 8-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 4% 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard ,0�0 • � < 0 R O'a�`��,, 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��j / •�`' �� Uniform Loads(plf) Vert:1-3=-70,3-4=-70,4-6=-70,2-5=-20 Concentrated Loads(lb) Julius Lee PE No.34869 Vert:3=-202(B)4=-202(B)8=-372(B)7=-372(B) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119600 2881008-PSLP-5113 CA Corner Jack 12 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:06:19 2021 Page 1 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-RuUFAell ErcBuCHVFE60kpsoPEOt3TvHY7u BFZyIOAY -1-0-0 1-0-0 1-0-0 1-0-0 Scale=1:7.0 3 6.00 F12 2 1 Qo 4 Al 0° 2x4= ST1.5x8 STP— 1-0-0 1-0-0 Plate Offsets(X,Y)-- [2:0-1-4,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 15.0 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=-10(LC 1),2=-137(LC 12) Max Grav 3=25(LC 12),2=163(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=5.Opsf;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 100 lb uplift at joint(s)3 except Qt=lb) 2=137. IV S' No 34869 = yt = O .;4U Z S S/ONA`��.,`, #18111n��. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119601 2881008-PSLP-5113 CJ3 Corner Jack 10 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:06:21 2021 Page 1 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-N Hc?aKnYmSsv8WQtMf8spEx7y23HXNPZ?RN H KSylOAW 1-0-0 3-0-0 1-0-0 3-0-0 Scale:1"=1' 3 6.00 12 M O 00 N 2 1 4 2x4 ST1.5x8 STP= 3-0-0 3-0-0 Plate Offsets(X,Y)-- [2:0-1-4,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) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 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=119(LC 12) Max Uplift 3=-53(LC 12),2=-143(LC 12) Max Grav 3=87(LC 17),2=238(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=5.Opsf;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 5)Refer oetween the girder(s)forottom tru s toord tru trussd any other connections.members. `,,�\1'v S ��'',, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) �� F �j 2=143. �� G'E'N S• ��i o 34869 • iF ' 4OR\QP'. N • �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: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119602 2881008-PSLP-5113 CJ5 Corner Jack 10 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:06:30 2021 Page 1 I D:tLA4G6k8SLH50jjhWi WsjzBggj-dOfPTPuBeD?djuccO2ozg8pYEg5U8Sdu3L2G8RylOAN 1-0-0 5-0-0 1-0-0 5-0-0 Scale=1:19.2 3 6.00 12 M O CD N N N 2 1 4 4° 4 3x4= ST1.5x8 STP= 5-0-0 5-0-0 Plate Offsets(X,Y)-- [2:0-4-4,0-0-4] 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 0.67 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 15.0 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=-122(LC 12),2=-151(LC 12) Max Grav 3=180(LC 17),2=322(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=5.Opsf;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. �`1US�C��,,, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �% � j 3=122,2=151. �� C,E N&• �i� N 34869 = yt = ON Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119603 2881008-PSLP-5113 D1 Half Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:06:50 2021 Page 1 ID:tLA4G6k8SLH50jjhWiVVsjzBggj-1 sszgF7kxM Wo6z8SZE9fUMeO?kuYgQ3rgSvKrGyl0A3 1-0-0 3-0-0 8-7-10 1-0-0 3-0-0 5-7-10 Scale=1:18.3 Special 5x8 NAILED NAILED NAILED 3x4 II = 3 7 8 9 4 6.00 12 2 1 �• 6 10 11 12 �• 2x4 NAILED NAILED p• �, ST1.5x8 STP= Special 3x4= 5 2x4= ST1.5x8 STP= NAILED 3-0-0 8-7-10 3-0-0 5-7-10 Plate Offsets(X,Y)-- [3:0-6-0,012-8] 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 0.49 Vert(LL) -0.03 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.06 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.01 5-6 >999 240 Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-7-10,2=0-7-10 Max Horz 2=121(LC 8) Max Uplift 5=-164(LC 5),2=-244(LC 8) Max Grav 5=441(LC 25),2=529(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-684/194 BOT CHORD 2-6=-201/571,5-6=-194/581 WEBS 3-5=-497/158 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=5.Opsf;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)Provide adequate drainage to prevent water ponding. ,,� 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. J`fIV S `F�� •• �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 �� .•'�G E N S••. �� 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)except(jt=lb) nJ 34869 5=164,2=244. 7)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)239 lb down and 173 lb up at 3-0-0 on top chord,and 39 lb down at 3-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 0 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .0Oi�••• , LOADCASE(S) Standard 0 R,�••`�`��, 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �Ijs •• �` �� Uniform Loads(plf) �i,, ON A�- Vert:1-3=-70,3-4=-70,2-5=-20 Concentrated Loads(lb) Julius Lee PE No.34869 Vert:3=-1(F)6=-15(F)9=-14(F)10=-6(F)11=-6(F)12=-11(F) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119604 2881008-PSLP-5113 EJ3 Jack-Open 4 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:07:04 2021 Page 1 ID:tLA4G6k8SLH50jjhWi WsjzBggj-dYiFc1 I WegHpo7D80BPx2J DT5NkL6g2vud 13KSy109r 1-0-0 3-0-0 1-0-0 3-0-0 Scale:1"=1' 3 6.00 12 0 0 ro L6 2 1 4 2x4 ST1.5x8 STP= 3-0-0 3-0-0 Plate Offsets(X,Y)-- [2:0-1-4,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) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 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=119(LC 12) Max Uplift 3=-53(LC 12),2=-143(LC 12) Max Grav 3=87(LC 17),2=238(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=5.Opsf;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 5)Refer oetween the girder(s)forottom tru s toord tru trussd any other connections.members. `,,�\1'v S ��'',, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) �� F �j 2=143. �� G'E'N S• ��i o 34869 ft iF ' 4OR\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: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119605 2881008-PSLP-5113 EJ7 Jack-Open 16 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:07:06 2021 Page 1 ID:tLA4G6k8SLH50jjhWiVVsjzBggj-Zxg01jJmAHXX1 RNXVcSP8klgxBGlakYBLxnAOLy109p 1-0-0 7-0-0 1-0-0 7-0-0 3 Scale=1:24.8 6.00 12 5 eo 0 A A 2 1 6• 6• 6• 3x8= 4 ST1.5x8 STP— 7-0-0 7-0-0 Plate Offsets(X,Y)-- [2:0-8-0,0-0-101 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) -0.08 2-4 >983 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.20 2-4 >389 240 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-SH Wind(LL) 0.16 2-4 >502 240 Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-6-9 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=226(LC 12) Max Uplift 3=-160(LC 12),2=-167(LC 12) Max Grav 3=246(LC 17),2=412(LC 17),4=126(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=5.Opsf;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 6-11-4 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. 5)Refer to girder(s)for truss to truss connections. ,,% v`IU S 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) `% • 3=160,2=167. ,, ••\,\C'E N`S'<C`•• '��i i 34869 1111111111100 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119606 2881008-PSLP-5113 EJ71 Jack-Open 4 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:07:08 2021 Page 1 ID:tLA4G6k8SLH50jjhWiVVsjzBggj-VKymSOL1 iunEHkWwd0UtD901 z_wf2d1 UpFGHTEy109n 1-0-0 2-8-14 7-0-0 1-0-0 2-8-14 4-3-2 4 Scale=1:24.8 6.00 12 7 M V) N 3 M 3x8= 2x4 1 0 v y� 2 1�1cl 1 G E o 6 3x8= 2x4 11 ST1.5x8 STP= 2-8-14 7-0-0 2-8-14 4-3-2 Plate Offsets(X,Y)-- [2:0-8-0,0-0-10],[3:0-7-1,0-0-5] 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) -0.11 3-5 >698 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.26 3-5 >301 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.17 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Wind(LL) 0.31 3-5 >258 240 Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except` BOT CHORD Rigid ceiling directly applied or 4-1-15 oc bracing. 3-6:2x6 SP No.2 REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical Max Horz 2=226(LC 12) Max Uplift 4=-131(LC 12),2=-167(LC 12),5=-19(LC 12) Max Grav 4=220(LC 17),2=412(LC 17),5=122(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=5.Opsf;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 5-0-0,1nterior(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 between the bottom chord and any other members. ,o's J`fIV S `F 5)Refer to girder(s)for truss to truss connections. •• �j 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) ,�� •'�G E Ns••. �� 4=131,2=167. o N 34869 ♦ O• 4fi I � ln11 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119607 2881008-PSLP-5113 HJ3 Diagonal Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:07:09 2021 Page 1 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-zW W8fkMfrCv5uu56Ak?61MwHtOQtn4Hel v?q?gyl09m X4-1-7 4-1-7 Scale=1:11.8 3 4.24 12 NAILED NAILED 5 � m m u� 2 1 6 4 NAILED NAILED 2x4= 4-1-7 4-1-7 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 0.39 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 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 4-1-7 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=0-10-1,4=Mechanical Max Horz 2=117(LC 8) Max Uplift 3=-76(LC 8),2=-231(LC 8) Max Grav 3=98(LC 28),2=274(LC 28),4=74(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=5.Opsf;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 100 lb uplift at joint(s)3 except(jt=lb) � 7)"NAILED"indicates 3-10d(0.148"xY)or 2-12d(0.148"x3.25)toe-nails per NDS guidlines. `` vLIUS LFF�I�� 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=-70,2-4=-20 Concentrated Loads(lb) ♦ • Vert:5=94(F=47,B=47) �• �(/ Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119608 2881008-PSLP-5113 HJ7 Diagonal Hip Girder 5 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:07:11 2021 Page 1 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-wvdv4QNv?p9p8CFV191 arnOb9C19Fu FwVDUx4Zy109k 1-5-0 5-1-9 9-10-1 1-5-0 5-1-9 4-8-7 4 Scale=1:23.0 NAILED NAILED 4.24 F12 10 NAILED 3x4 NAILED 3 9 NAILED NAILED 8 2 1 d 6° 11 12 7 13 6 6° Q• NAILED NAILED 2x4 II NAILED 3x4= 5 3x4= NAILED NAILED NAILED 5-1-9 9-10-1 5-1-9 4-8-7 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 0.53 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.06 6-7 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.42 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 9-6-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical,2=0-10-7,6=Mechanical Max Horz 2=225(LC 8) Max Uplift 4=-130(LC 8),2=-328(LC 8),6=-131(LC 8) Max Grav 4=179(LC 28),2=563(LC 28),6=379(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-929/255 BOT CHORD 2-7=-376/798,6-7=-376/798 WEBS 3-7=0/263,3-6=-861/406 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=5.Opsf;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. ,``�I11111 II , 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 �L�U S LF I,�will fit between the bottom chord and any other members. �j 5)Refer to girder(s)for truss to truss connections. ,�� .• G E N g•• �i� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� •• F•••• 4=130,2=328,6=131. NO 34869 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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) •�C/,� Vert:1-4=-70,2-5=-20 '�(•�•• Q Q;••��,� Concentrated Loads(lb) ``s• .0 R Vert:8=94(F=47,B=47)10=-99(F=-50,B=-50)13=-36(F=-18,B=-18) 1ONA�1 ?�� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119609 2881008-PSLP-5113 V1 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:07:12 2021 Page 1 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-05BHImOX171glMghssYpN?Yk6bLl_Q44jtEUc?y109j 6-10-8 13-9-0 6-10-8 6-10-8 4x6— Scale:1/2"=1' 2 6.00 12 3 1 v v o -o 6 0 3x8 2x4 41 3x8 13-8-8 13 -0 13-8-8 0-0-8 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 0.64 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:45 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.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=13-8-0,3=13-8-0,4=13-8-0 Max Horz 1=-136(LC 10) Max Uplift 1=-111(LC 12),3=-111(LC 12),4=-198(LC 12) Max Grav 1=259(LC 17),3=278(LC 18),4=619(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-399/423 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=5.Opsf;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+•• �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=111,3=111,4=198. 34869 :cam • i i • ###nll i0 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119610 2881008-PSLP-5113 V2 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:07:13 2021 Page 1 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-sHlfV6P9W RQXNVPtPa42wC5_W?jujthDyXz28Ry109i 4-10-8 9-9-0 4-10-8 4-10-8 Scale=1:18.4 4x4 2 6.00 12 3 1 Y � a •o 0 0 4 3x4 2x4 11 3x4 00101 -8 9-9-0 0- -8 9-8-8 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 0.34 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 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:31 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=9-8-0,3=9-8-0,4=9-8-0 Max Horz 1=-92(LC 10) Max Uplift 1=-76(LC 12),3=-76(LC 12),4=-134(LC 12) Max Grav 1=176(LC 17),3=189(LC 18),4=421(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-273/345 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=5.Opsf;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 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=134. 34869 = yt = .,*.-'f,,;o N A'�" ,,�� 111111111111100 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119611 2881008-PSLP-5113 V3 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:07:14 2021 Page 1 ID:tLA4G6k8SLH50jjhWiVVsjzBggj-KUJ1 iSQoHkYO?f_3zHbHSQeBdP9VSKTNBBjbgty109h 2-10-8 5-9-0 2-10-8 2-10-8 4x4— Scale=1:12.6 2 6.00 F12 3 Ll Y � a =o 6 0 4 2x4 i 2x4 2x4 0- 8 5-9-0 0- -8 5-8-8 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 0.19 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 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 5-9-0 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=5-8-0,3=5-8-0,4=5-8-0 Max Horz 1=49(LC 11) Max Uplift 1=-51(LC 12),3=-51(LC 12),4=-48(LC 12) Max Grav 1=104(LC 17),3=111(LC 18),4=198(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=5.Opsf;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 ,,% will fit between the bottom chord and any other members. `% • ��j 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)1,3,4. .•'\G E N S••. F 34869 =-p: :cc . R. ###nll i0 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119612 2881008-PSLP-5113 V4 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:07:15 2021 Page 1 ID:tLA4G6k8SLH50jhWiVVsjzBgqj-ogtQwoQQ22gFcpZGX 6W?dAM9pUkBomWQrS8DKy109g 2-11-8 2-11-8 Scale=1:10.2 2 2x4 6.00 12 6 .......... 6 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 0.14 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 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 2-11-8 cc 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 cc bracing. REACTIONS. (size) 1=2-11-0,3=2-11-0 Max Horz I=59(LC 12) Max Uplift 1=-22(LC 12),3=-51(LC 12) Max Grav I=102(LC 17),3=1 13(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=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=O.l 8;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 ti,Iu111111s 111,1 will fit between the bottom chord and any other members. . 4., 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. %%%%,X��' GEN&* .0 .0 34869 • cc .0 A, 'till, '"8111111110" Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 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 T25119613 2881008-PSLP-5113 V5 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:07:16 2021 Page 1 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-GsRo78R2pMo6Ez8S5idlYrjZEDrnwFOgeVCilmy109f 2-2-8 2-2-8 Scale=1:8.3 2 6.00 F12 2x4 1 a 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 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 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 2-2-8 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=2-2-0,3=2-2-0 Max Horz 1=39(LC 12) Max Uplift 1=-14(LC 12),3=-34(LC 12) Max Grav 1=67(LC 17),3=74(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=5.Opsf;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 chord and lany of err inembers.ive load fn the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom ,,,,`JuS�L� , 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. �� •• �j �� •'�G NI s 4*�i N 34869 ♦ O• I � '',O N �nll Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T25119614 2881008-PSLP-5113 V6 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Aug 23 09:07:18 2021 Page 1 I D:tLA4G6k8SLH50jjh W iVVsjzBggj-DFYYYpT1 Lz2gTHHrC7fDdGogfOU909Wy6phpqfy109d 4-2-8 4-2-8 Scale=1:13.3 2 2x4 11 6.00 12 1 v 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 0.38 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 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:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-8 cc 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 cc bracing. REACTIONS. (size) 1=4-2-0,3=4-2-0 Max Horz 1=92(LC 12) Max Uplift 1=-35(LC 12),3=-81(LC 12) Max Grav 1=161(LC 17),3=177(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=5.Opsf;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. *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 ,,% v`'us, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. `% GENS*'.. 34869 =-p: :cc . R. ###nll i0 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 -v y' �G m .0 N .fl •jA 0 m 7< Z m Za RI cl c� ID 9 N CD N A CD CD N ro CD ► w n_ -4 � �•N 7 Z 3 p 3 N < n tD� O O CD C'-- -0 a OHO (D �a �,,, O•�6 O �OO n 7 G CD r i hn' N d 4 N �„j tD �p..• p N 4 a;N CD O G i•^ Q'O CD N r O N 3 6 n 7 O N S N 7 O 3 �N 77nN N ZGO C: a nCr" N �r'N� �: tD �-�O. � 33 � v n n.•f0 } CD N. O "' tD G..a "Y •O C) CD C _.. N ),4 N D G",0 CN, N, Rro 7 �•N O• CND NAG 0 � tD N � O�e.CD Np O� X !Z 61 Q N 1 (D N Ni �1 a O".gyp O D=�.. 5.0 r"7„ ••c 00 n '�3°"QG•-Na OitOO°'.. °^�a Z C0S N. N� (D @ NN CD G O n p O N 7 atOO N �� j O 7 y O N y f) N O 0 N 0� 7 N O O O CO AS O CD O O N 4-�i CAD `J' a O O O O N n 0-2- m 3 j BCD c CD TpP CHoRID 15 0 7- 0 �N n �o CD N o c m N C v y = NN CND N A 0 m►1 m W = N a• �. g o o 7 N N" o a 3 �t A Z O wz 7 0 N Lo CD m to -1� �N rn w 'D �' �< � can �• N V� ID o m 0 m Q 'm �^ m � IDCD N �N G Z G1� py ' w ° 3 CD Cl- CDo ! w O N. � -7 7 p m r W3 N N N c � -E %• m 0')n owW Z Z�m7•r0. CD n rt a � N � T O N O O 0 A r ) Zi- ' 7 m0O CqbCD CD D 3 -a_ LT, Top cHORD m 0m c N G Z O ty `•� � a Q � ID ,00 CD CD o m y o n O O• ' C C 3 7 W ro °� ID m I ro N n 30 W N 3" 6 O () `V n N o m ro ro fl o o c g `b m _a v° 6= -pZZ w _N a y Nm ro N �N <o NOv a �D6. do o y�3 v CD OG V' NO 3 IOQ i 3 a 1 .T cn -No o m ro 3 n ro Cl c� �m ID o G M tWr o r. 0 -5-0 o o cn v (o w Us J 9O O W% n n nr'�N O-� 06V' N 7 m �IIaCD 0•N 7. 7m ° a. n, to Boa_ N� ^, w > > m o3 ioN c m ° N " Ems° w � GN, oa av` ro v_° A�C) N3 l0O �•tDN ^ N Nam` O ro N °.ro j W•C p, ro o N ��• $ O _ v N3W O.G,ro OO F. �^3 aN r6 c0 (ND O-M7 �•` �O 91N ro N ro�N CO O.-1 }5 6< `ro °.n O N 'f.ci = N N N 91 N 6 0 ro N G 7 N W N N O•O D 7 c0 3 p•i 3 ° a N C [D 3 7 O O N^ 7 0 ° p• O N •aC O N O O• t0 N�,g ro� °' O N ° N N P� 3�• ro N G -'�O• 0+. O. F/+� N �� N�`< 9 N _ Oro �O GG tQ.�ro ° � N i "N °•a N6 G7 6NC 3i £ Zy .' 'o �(p 6tw N `•r.. �� O•cQ '9 N c3 N o °' ro N N c00 G- 7 ro ro 3 6. N W N a N O-N 7 "O O n 0 Off 7 a W N M 3 ro-� t O 3 N ° o.• "O O ro(� ro N N ro 0 cD Oro 0 o Q 3 ?a�• `�a ro °- o N m -ID m ° d o r W o Z ° v m v w fl A o. CD \Y W ro W N O y N.D N [� 3 N r cCJ rs" N ro tG0 j N. c5 6 n 3 0 0 o sQ K 3 m -_� ? Q mN mac. N4 �3 % C N O ro N (D 4"N » 'OK .3 O N N N T O 00 7 C^O{� NN °^ 3 N �. N, O N N 3 m cCD D o N (Q N ?� C m.N. O N ° p N`OB Cl ° O�O G KD g 3.G O O -O N ro tf+ 'Q N W $ CD N N- ro 3 ro p "O.i in N a �• ` O O ro O O N A' F O N °• N C v0 mF ng ro 0 0 g a m w 0 o ° o =° m ro N a w n 3 3 k 3