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Home My WebLink AboutTruss engineering 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: J42971 - Southrn City Dev. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. T a, FL 3361 0-41 1 5 Customer Info: Southern City Development Project Name: 5109 Birch Drive Model. stom Lot/Block: - Subdivision: - Address: 5109 Birch Dr, - 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 [All Heights] Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 55 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 T25848244 A01 11/2/21 15 T25848258 A15 11/2/21 2 T25848245 A02 11/2/21 16 T25848259 A16 11/2/21 3 T25848246 A03 11/2/21 17 T25848260 A17 11/2/21 4 T25848247 A04G 11/2/21 18 T25848261 A18 11/2/21 5 T25848248 A05 11/2/21 19 T25848262 A19 11/2/21 6 T25848249 A06 11/2/21 20 T25848263 A20 11/2/21 7 T25848250 A07 11/2/21 21 T25848264 A21 11/2/21 8 T25848251 A08 11/2/21 22 T25848265 A22 11/2/21 9 T25848252 A09 11/2/21 23 T25848266 A23 11/2/21 10 T25848253 A10 11/2/21 24 T25848267 A24G 11/2/21 11 T25848254 All 11/2/21 25 T25848268 B01 11/2/21 12 T25848255 Al2 11/2/21 26 T25848269 B02 11/2/21 13 T25848256 A13 11/2/21 27 T25848270 B03G 11/2/21 14 T25848257 A14 11/2/21 28 T25848271 B04 11/2/21 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s)referenced above have been prepared by ��wL1US MiTek USA,Inc.under my direct supervision based on the parameters �� ••••�G E provided by East Coast Truss. �' F••'• Truss Design Engineer's Name: Lee, Julius * No 34869 •:: My license renewal date for the state of Florida is February 28,2023. = >fr IMPORTANT NOTE:The seal on these truss component designs is a certification .-3 STATE OF ::44/. that the engineer named is licensed in the jurisdiction(s)identified and that the i T•• A` Q ,� designs comply with ANSI/TPI 1. These designs are based upon parameters i�,,�s• O R X �` shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �j� s�• •••'••�� % given to TRENCO's customers fi e eferen cerpuect pose only,land wason included is not taken into for ay oluntk's orin the ��,1111 A',,`�%% purpose Y, preparation of these designs. MiTek or TRENCO has not independently verified the Julius Lee PE No.34869 applicability of the design parameters or the designs for any particular building. Before use, MiTek USA,Inc.FL Cert 6634 the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd.Tampa FL 33610 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date: November 2,2021 Lee, Julius 1 of 2 �m W1 a MiTek MiTek USA, Inc. RE: J42971 - Southrn City Dev. 6904 Parke East Blvd. Tampa, FL 3361 0-41 1 5 Site Information: Customer Info: Southern City Development Project Name: 5109 Birch Drive Model: Custom Lot/Block: - Subdivision: - Address: 5109 Birch Dr, - City: Fort Pierce State: FL No. Seal# Truss Name Date 29 T25848272 B05 11/2/21 30 T25848273 C01 11/2/21 31 T25848274 CO2 11/2/21 32 T25848275 CO3 11/2/21 33 T25848276 C04G 11/2/21 34 T25848277 C05 11/2/21 35 T25848278 C06 11/2/21 36 T25848279 C07G 11/2/21 37 T25848280 D01 11/2/21 38 T25848281 D02G 11/2/21 39 T25848282 MV2 11/2/21 40 T25848283 MV3 11/2/21 41 T25848284 MV4 11/2/21 42 T25848285 MV5GE 11/2/21 43 T25848286 V4 11/2/21 44 T25848287 V8 11/2/21 45 T25848288 ZCJ 1 11/2/21 46 T25848289 ZCJ 1 A 11/2/21 47 T25848290 ZCJ3 11/2/21 48 T25848291 ZCJ5 11/2/21 49 T25848292 ZCJ5T 11/2/21 50 T25848293 ZEJ3 11/2/21 51 T25848294 ZEJ7 11/2/21 52 T25848295 ZEJ7T 11/2/21 53 T25848296 ZHJ3 11/2/21 54 T25848297 ZHJ7 11/2/21 55 T25848298 ZHJ9T 11/2/21 2 of 2 Job Truss Truss Type Qty Ply Southrn City Dev. T25848244 J42971 A01 HIP 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:23:55 2021 Page 1 I D:t1 oFhOKQCOfU_zK7LGKrivydgkg-A106Gh 1 s019K3y3kPYC6185F9gLcSd_GUzWoOgyN IvvY 1-10-0 7-1-5 1:2 6-0 19-0-0 25-6-0 32-0-0 38-6-0 43-10-11 49-2-0 51-0-0 1-10-0 5-3-5 5-4-11 6-6-0 6-6-0 6-6-0 6-6-0 5-4-11 5-3-5 1-10-0 Scale=1:88.2 2x4 5x5= 3xB= 3x6= 3x8= 5x5= 5 33 6 34 7 8 35 9 36 10 3x6 3x6 6.00 12 3x6 11 4x8 5- 4 3x6 M 2 3 12 4x8 n vi 13 1 14 Iy 26 25 24 23 37 22 38 21 20 39 19 40 18 17 16 15 7x6= 3x6= 2x4 11 3x6=3x8= 2x4 11 3x8= 7x6= 4x6= 4x6= 3x8= 3x6 11 3x6 I I 3x6= 1-10-0 51-0-0 1-6-0 7-1-5 12-6-0 19-0-0 21-2-0 25-6-0 29-10-0 32-0-0 38-6A 43-10.11 49-2-0 49r¢0 �1-6-0 5-3-5 5-4-11 6-6-0 2-2-0 4-4-0 4-4-0 2-2-0 6-6-0 5-4-11 5-3-5 0 0 0-4-0 1-6-0 Plate Offsets(X,Y)-- [5:0-2-8,0-2-4],[10:0-2-8,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.38 20-22 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.64 20-22 >884 180 BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(CT) 0.19 15 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:300 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 6-24,9-17 2-26,13-15:2x6 SP No.3 WIND DESIGN USING MWFRS ONLY, REACTIONS. (size) 26=0-8-0,15=0-8-0 PER FOR REQUEST.TYPICAL FOR ALL TRUSS DESIGNS IN THIS JOB. Max Horz 26=-181(LC 6) Max Uplift 26=-607(LC 8),15=-558(LC 8) Max Grav 26=2180(LC 13),15=2180(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-3041/780,4-5=-3054/841,5-6=-2722/795,6-7=-3780/1088,7-9=-3780/1088, 9-10=-2722/799,10-11=-3054/846,11-13=-3041/791 BOT CHORD 25-26=-123/288,24-25=-608/2779,22-24=-789/3604,20-22=-789/3604,19-20=-791/3533, 17-19=-791/3533,16-17=-618/2643 WEBS 2-26=-1993/612,2-25=-629/2531,4-25=-309/152,5-24=-216/1057,6-24=-1265/311, 6-22=0/346,7-20=-343/177,9-19=0/346,9-17=-1265/309,10-17=-218/1057, 11-16=-309/146,13-16=-600/2527,13-15=-1991/585,6-20=-100/426,9-20=-98/427 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=51ft;eave=6ft;Cat. 11;Exp B;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 This item has been to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. electronically signed and 5)Plates checked for a plus or minus 0 degree rotation about its center. sealed by Lee,Julius, PE 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) document are not considered 26=607,15=558. signed and sealed and the 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum signature must be verified sheetrock be applied directly to the bottom chord. On any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Southm City Dev. T25848245 J42971 A02 HIP 1 1 Job Reference(optional) East Coast Truss,Ft.Pierce,FL 34946 8.430 s Mar 22 2021 MiTek Industries,Inc. Tue Nov 2 11:27:42 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-t27ezXEz8sV4D11 RSnAg3GJeOtrSbpjL82AoY1 yNGEF 5-3-1 10-6-0 18-0-14 25-6-0 32-11-2 4%6-0 45-8-15 51-0-0 5-3-1 5-2-15 7-6-14 7-5-2 7-5-2 7-6-14 5-2-15 5-3-1 Scale=1:86.0 5x5= 3x8= 3x6= 2x4 11 3x6= 3x8= 5x5= 6.00 12 4 30 5 31 6 7 8 32 9 33 10 4x6 > 4x6 2x4 11 3 11 2x4 2 12 r 1 13 EZE X.3 Ia 0 6 23 22 21 20 19 18 17 16 15 14 4x6—_ 3x8= 5x6 WB— 2x4 11 3x8= 2x4 11 5x6 WB—_ 3x8 4x6— 4x6= 5x6 WB= 4x6= — 1-10-0 51-0-0 i1-6-0 1 10-6-0 18-0-14 1 20-6-0 1 25-6-0 30-6-0 32-11-2 40-6-0 49-2-0 49 6-0 1-6-0 8-8-0 7-6-14 2-5-2 -0-0 2-5-2 7-6-14 8-8-0 0-0-0 0-4-0 1-6-0 Plate Offsets(X,Y)-- [4:0-2-8,0-2-4],[10:0-2-8,0-2-4],[18:0-2-12,0-0-0],[19:0-3-0,0-1-8] 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 0.59 Vert(LL) -0.38 19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.73 17-19 >782 180 BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(CT) 0.23 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:280 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 5-22,9-15 2-23,12-14:2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 23=0-8-0,14=0-8-0 Max Horz 23=-152(LC 6) Max Uplift 23=-607(LC 8),14=-558(LC 8) Max Grav 23=1887(LC 1),14=1887(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-2702/830,4-30=-2386/789,5-30=-2386/789,5-31=-3943/1258,6-31=-3943/1258, 6-7=-3943/1258,7-8=-3943/1258,8-32=-3943/1258,9-32=-3943/1258,9-33=-2386/794, 10-33=-2386/794,10-11=-2702/836 BOT CHORD 22-23=-566/2018,21-22=-952/3546,20-21=-952/3546,19-20=-952/3546,18-19=-954/3546, 17-18=-954/3546,16-17=-954/3546,15-16=-954/3546,14-15=-581/2018 WEBS 3-22=-55/492,4-22=-194/841,7-19=-401/207,9-17=0/284,10-15=-197/841, 11-15=-55/492,3-23=-2432/821,11-14=-2432/789,5-22=-1496/438,5-20=0/284, 5-19=-141/535,9-19=-137/535,9-15=-1496/435 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=51ft;eave=6ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to electronically signed and the use of this truss component. sealed by Lee,,Julius, PE 4)Provide adequate drainage to prevent water ponding. 5)Plates checked for a plus or minus 0 degree rotation about its center. using a Digital Signature. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed copies Of this 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 document are not considered will fit between the bottom chord and any other members. Signed and Sealed and the 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 607 lb uplift at joint 23 and 558 lb uplift at joint truss on any electronic co signature must be verified 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum pies. sheetrock be applied directly to the bottom chord. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and BCSI 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 Southrn City Dev. T25848246 J42971 A03 HIP 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:23:58 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKdvydgkg-as4Euj3klgXvwQoJ4glpfmjhE1 Ojf?CiBxkTc?yN IwV 1-10-0 5-2-0 8-6-0 15-4-10 22-1-9 28-10-7 3%7-6 42-6-0 45-10-0 49-2-0 51-0-0 1-10-0 3-4-0 3-4-0 6-10-10 6-8-14 6-8-14 6-8-14 6-10-10 3-4-0 3-4-0 1-10-0 Scale=1:86.7 3x8= 3x6= 5x8= 6.00 12 2x4 3x6= 2x4 3x8= 5x5— 4 5 32 633 7 8 934 10 35 11 4x6 i 4x6 2x4 3 12 2x4 T 2 13 v M 1 14 M Ia o o 25 24 23 22 21 20 19 18 17 16 15 4x6—_ 3x6= 3x6— 2x4 11 4x6—_ 3x8= 2x4 11 3x8= 4x6— 4x6= 3x10= 3x6= 4x6= 1-10-0 51-0-0 1-6-0 8-6-0 i 15-4-10 22-1-9 28-10-7 35-7-6 42-6-0 49-2-0 49r8A 1-6-0 6-8-0 6-10-10 6-8-14 6-8-14 6-8-14 6-10-10 6-8-0 0�410 0-4-0 1-6-0 Plate Offsets(X,Y)-- [4:0-6-0,0-2-8],[11:0-2-8,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.52 19-21 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.98 19-21 >582 180 BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(CT) 0.24 15 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:276 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 17-20,20-23:2x4 SP No.1 WEBS 1 Row at midpt 7-22,10-16 WEBS 2x4 SP No.3*Except* 2-25,13-15:2x6 SP No.3 REACTIONS. (size) 25=0-8-0,15=0-8-0 Max Horz 25=123(LC 7) Max Uplift 25=-607(LC 8),15=-558(LC 8) Max Grav 25=1887(LC 1),15=1887(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-2650/817,4-5=-3967/1246,5-7=-3967/1246,7-8=-4740/1476,8-10=-4740/1476, 10-11=-2382/776,11-12=-2649/825 BOT CHORD 24-25=-543/1982,22-24=-604/2348,21-22=-1322/4743,19-21=-1322/4743, 18-19=-1097/3969,16-18=-1097/3969,15-16=-557/1980 WEBS 3-25=-2431/762,3-24=-79/526,4-22=-575/1945,5-22=-386/199,7-22=-952/273, 7-21=0/270,8-19=-357/184,10-19=-266/946,10-18=0/269,10-16=-1919/565, 11-1 6=-220/880,12-16=-79/529,12-15=-2426/729 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=51ft;eave=6ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 This item has been 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. electronically signed and 4)Provide adequate drainage to prevent water ponding. Sealed by Lee,Julius, PE 5)Plates checked for a plus or minus 0 degree rotation about its center. using a Digital Signature. 6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COp12S Of this 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. document are not Considered 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signed and sealed and the 25=607,15=558. signature must be verified 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum on any electronic copies. sheetrock be applied directly to the bottom chord. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southm City Dev. T25848247 J42971 A04G HIP GIRDER 1 Job Reference(optional) East Coast Truss,Ft.Pierce,FL 34946 8.430 s Mar 22 2021 MiTek Industries,Inc. Tue Nov 2 11:29:35 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-4nSMgAbrXakl G7A9ZOiA85UzOQTYZ_xz772H?_rNGCU i 1-10-O i 3-6-4 i 6-6-0 11-1-11 15-11-2 20-8-9 25-6-0 30-3-7 35-0-14 39-10-5 44-6-0 47-5-12 p1 2-0 1-0-2 1-10-0 1-8-4 2-11-12 4-7-11 4-9-7 4-9-7 4-9-7 4-9-7 4-9-7 4-9-7 4-7-11 2-11-12 1-8-4 1-10-0 Scale=1:86.0 6.00 12 5x5= 3x8= 2x4 11 3x6= 3x8= 2x4 II 3x8= 3x6= 2x4 11 3x8= 5x5- 3 36 437 38 39 5 40 61 7 42 43 8 44 45 9 10 11 46 4A8 1249 50 51 13 4x8 i 4x8 2 14 1 15 Ia o o 29 28 52 27 53 2654 2555 56 57 24 58 59 23 60 2261 21 62 20 6319 64 1865 66 67 17 16 4x6- 5x8= 2x4 11 4x6=3x8= 2x4 11 3x8= 4x6= 2x4 11 3x8=4x6= 2x4 11 5x8= 4x6- 3x6 11 3x6 11 1-10-0 51-0-0 1-6-01 6-6-0 11-" 15-11-2 20-8-9 25-6-0 30-3-7 35-0-14 39-10-5 44-0-0 49-2-0 49r6-0 1-6-0 4-8-0 4-7-11 4-9-7 4-9-7 4-9-7 4-9-7 4-9-7 4-9-7 4-7-11 4-8-0 0-4-0 0-4-0 1-6-0 Plate Offsets(X,Y)-- [3:0-2-8,0-2-4],[13:0-2-8,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.66 23 >857 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -1.10 23 >516 180 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.20 16 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:551 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing. WEBS 2x4 SP No.3*Except* 2-29,14-16:2x6 SP No.3 REACTIONS. (size) 29=0-8-0,16=0-8-0 Max Horz 29=-94(LC 6) Max Uplift 29=-1127(LC 8),16=-1078(LC 8) Max Grav 29=2626(LC 1),16=2627(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3703/1568,3-36=-3244/1429,36-37=-3244/1429,4-37=-3244/1429,4-38=-7699/3227, 38-39=-7699/3227,39-40=-7699/3227,5-40=-7699/3227,5-41=-7699/3227, 6-41=-7699/3227,6-7=-7699/3227,7-42=-9210/3839,42-43=-9210/3839,8-43=-9210/3839, 8-44=-9210/3839,44-45=-9210/3839,9-45=-9210/3839,9-10=-7702/3234, 10-46=-7702/3234,11-46=-7702/3234,11-47=-7702/3234,47-48=-7702/3234, 48-49=-7702/3234,12-49=-7702/3234,12-50=-3245/1440,50-51=-3245/1440, 13-51=-3245/1440,13-14=-3705/1581 BOT CHORD 28-52=-2358/5830,52-53=-2358/5830,27-53=-2358/5830,27-54=-2358/5830, 26-54=-2358/5830,26-55=-2358/5830,25-55=-2358/5830,25-56=-3570/8839, 56-57=-3570/8839,24-57=-3570/8839,24-58=-3570/8839,58-59=-3570/8839, 23-59=-3570/8839,23-60=-3576/8844,22-60=-3576/8844,22-61=-3576/8844, 21-61=-3576/8844,21-62=-3576/8844,62-63=-3576/8844,20-63=-3576/8844, 20-64=-2367/5833,19-64=-2367/5833,19-65=-2367/5833,18-65=-2367/5833, 18-66=-2367/5833,66-67=-2367/5833,17-67=-2367/5833 This item has been WEBS 2-28=-1323/3195,3-28=-497/1337,4-28=-3187/1285,4-27=0/283,4-25=-912/2274, electronically signed and 5-25=-366/245,7-25=-1392/562,7-24=0/280,7-23=-188/456,8-23=-370/249, sealed by Lee,,Julius, PE 9-23=-183/451,9-21=0/281,9-20=-1394/560,11-20=-366/245,12-20=-909/2275, a Digital Signature. 12-18=0/283,12-17=-3189/1282,13-17=-503/1337,14-17=-1295/3197,2-29=-2483/1105, using g g 14-16=-2484/1080 Printed copies of this document are not considered NOTES- signed and sealed and the 1)2-ply truss to be connected together with 1Od(0.131"xY)nails as follows: signature must be verified Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. on any electronic copies. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Julius Lee PE No.34869 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 MiTek USA,Inc.FL Cent 6634 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 6904 Parke East Blvd.Tampa FL 33610 3)Unbalanced roof live loads have been considered for this design. Date: 4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=51ft;eave=6ft;Cat. November 2,2021 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 on Inue on page 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 Southm City Dev. T25848247 J42971 A04G HIP GIRDER 1 Job Reference(optional) East Coast Truss,Ft.Pierce,FL 34946 8.430 s Mar 22 2021 MiTek Industries,Inc. Tue Nov 2 11:29:35 2021 Page 2 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-4nSMgAbrXakl G7A9ZOiA85UzOQTYZ_xz772H?_rNGCU NOTES- 5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6)Provide adequate drainage to prevent water ponding. 7)Plates checked for a plus or minus 0 degree rotation about its center. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1127 lb uplift at joint 29 and 1078 lb uplift at joint 16. 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)114 lb down and 180 lb up at 6-6-0,49 lb down and 92 lb up at 8-6-12, 49 lb down and 92 lb up at 10-6-12,49 lb down and 92 lb up at 12-6-12,49 lb down and 92 lb up at 14-6-12,49 lb down and 92 lb up at 16-6-12,49 lb down and 92 lb up at 18-6-12,49 lb down and 92 lb up at 20-6-12,49 lb down and 92 lb up at 22-6-12,49 lb down and 92 lb up at 24-6-12,49 lb down and 92 lb up at 26-6-12,49 lb down and 92 lb up at 28-6-12,49 lb down and 92 lb up at 30-6-12,49 lb down and 92 lb up at 32-6-0,49 lb down and 92 lb up at 34-5-4,49 lb down and 92 lb up at 36-5-4,49 lb down and 92 lb up at 38-5-4,49 lb down and 92 lb up at 40-5-4,and 49 lb down and 92 lb up at 42-5-4,and 114 lb down and 180 lb up at 44-6-0 on top chord,and 60 lb down and 91 lb up at 6-6-0,36 lb down at 8-6-12,36 lb down at 10-6-12,36 lb down at 12-6-12,36 lb down at 14-6-12,36 lb down at 16-6-12,36 lb down at 18-6-12, 36 lb down at 20-6-12,36 lb down at 22-6-12,36 lb down at 24-6-12,36 lb down at 26-6-12,36 lb down at 28-6-12,36 lb down at 30-6-12,36 lb down at 32-6-0,36 lb down at 34-5-4,36 lb down at 36-5-4,36 lb down at 38-5-4,36 lb down at 40-5-4,and 36 lb down at 42-5-4,and 60 lb down and 91 lb up at 44-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-13=-54,13-15=-54,30-33=-20 Concentrated Loads(lb) Vert:3=-67(B)6=-49(B)13=-67(B)28=-49(B)7=-49(B)24=-20(B)21=-20(B)9=-49(B)17=-49(B)10=-49(B)36=-49(B)37=-49(B)38=-49(B)39=-49(B)41=-49(B) 42=-49(B)43=-49(B)44=-49(B)45=-49(B)46=-49(B)48=-49(B)49=-49(B)50=-49(B)51=-49(B)52=-20(B)53=-20(B)54=-20(B)55=-20(B)56=-20(B)57=-20(B) 58=-20(B)59=-20(B)60=-20(B)61=-20(B)62=-20(B)63=-20(B)64=-20(B)65=-20(B)66=-20(B)67=-20(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 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 Southrn City Dev. T25848248 J42971 A05 Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:06 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-LPZGaS91Q8YmtePrYMuh_S383G9tXiAtOAguuYyN IwN 3-7-14 10-2-8 14-5-4 18-8-0 25-2-10 31-9-4 33-4-8 3-7-14 6-6-10 4-2-12 4-2-12 6-6-10 6-6-10 1-7-4 Scale=1:66.5 4x6= _ 3x4— 4x4 6.00 F12 — 3 4 21 225 3x4J 4x8 2 6 3x4 3x8 i 7 1 M 2x4 11 0 8 3x8 9 IT 0 4x8- IY 20 19 23 18 24 17 25 16 15 26 14 13 12 2x4 11 4x4= 3x4= 2x4 11 3x4= 3x8= 3x8= 4x4= 3x4 11 33-5-4 -0-Qr12 3-7-14 1%2-8 18-8-0 25-2-10 31-9-4 33-4-8 0-d112 3-7-14 6-6-10 8-5-8 6-6-10 6-6-10 1-7-4 0-0-12 Plate Offsets(X,Y)-- [11:0-2-12,0-2-0] 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 0.36 Vert(LL) -0.19 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.30 16-18 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.52 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:250 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:11-13 1-20,9-10:2x6 SP No.3 WEBS 1 Row at midpt 4-18,4-16,6-16 REACTIONS. (size) 20=0-8-0,10=0-8-0 Max Horz 20=-316(LC 6) Max Uplift 20=-361(LC 8),10=-353(LC 8) Max Grav 20=1418(LC 13),10=1487(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-911/293,2-3=-1297/437,3-4=-1121/438,4-5=-1300/481,5-6=-1502/488, 6-8=-1619/506,8-9=-1543/388,1-20=-1381/370,9-1 0=-1 320/320 BOT CHORD 18-19=-143/922,16-18=-193/1276,14-16=-314/1460 WEBS 2-19=-745/246,2-18=-90/518,3-18=-31/339,4-18=-382/121,5-16=-62/407, 6-16=-357/163,11-14=-292/1272,1-19=-276/1207,9-11=-345/1373 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)Plates checked for a plus or minus 0 degree rotation about its center. This Item has been 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Lee,Julius, PE will fit between the bottom chord and any other members,with BCDL=10.Opsf. using a Digital Signature. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Printed CO 12S Of this 20=361,10=353. p 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum document are not considered sheetrock be applied directly to the bottom chord. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Southrn City Dev. T25848249 J42971 A06 Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:08 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-IohO_8B?yloU7yZEgnx93t8U83gR?brAU U9_zQyN IwL 4-10-6 9-5-4 14-5-4 19-5-4 25-7-4 31-9-4 33-4-8 4-10-6 4-6-14 5-0-0 5-0-0 6-2-0 6-2-0 1-7-4 Scale=1:64.9 4x4= 3x4— 4x4= 6.00 12 3 4 21 22 5 3x4 i 2 4x8 6 3x8 i 3x4 1 7 a� 2x4 c? m 8 3x8 9 Io 4x8— IY 20 19 18 17 23 24 16 15 25 14 13 12 111 11 2x4 11 3x4= 3x4= 2x4 3x4= 3x8= 3x8= 4x4= 3x4 11 33-5-4 -0-Qr12 4-10-6 19-5-4 25-7-4 31-9-4 33-4-8 0-d112 4-10-6 4-6-14 10-0-0 6-2-0 6-2-0 1-7-4 0-0-12 Plate Offsets(X,Y)-- [11:0-2-12,0-2-0] 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 0.32 Vert(LL) -0.33 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.52 16-17 >753 180 BCLL 0.0 * Rep Stress Incr YES WB 0.58 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:247 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 15-18:2x4 SP No.1 10-0-0 oc bracing:11-13 WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 4-17,4-16,6-16 1-20,9-10:2x6 SP No.3 REACTIONS. (size) 20=0-8-0,10=0-8-0 Max Horz 20=-306(LC 6) Max Uplift 20=-361(LC 8),10=-353(LC 8) Max Grav 20=1391(LC 13),10=1484(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1030/337,2-3=-1276/439,3-4=-1114/425,4-5=-1345/481,5-6=-1547/491, 6-8=-1603/495,8-9=-1540/387,1-20=-1298/377,9-10=-1322/322 BOT CHORD 19-20=-196/251,17-19=-149/991,16-17=-219/1315,14-16=-315/1445 WEBS 2-17=-79/471,3-17=-67/349,4-17=-433/139,5-16=-67/425,6-16=-276/147, 11-1 4=-296/1266,9-11=-340/1363,1-19=-247/1119,2-19=-678/188 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. This Item has been 5)Plates checked for a plus or minus 0 degree rotation about its center. electronically signed and 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Lee,Julius, PE 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 using a Digital Signature. will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. Printed copies of this 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 20=361,10=353. document are not Considered 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum signed and sealed and the sheetrock be applied directly to the bottom chord. Signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848250 J42971 A07 Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:09 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-m_FPCUCej3wLk68QEUSOb5heiTBW k3QKi8vYvsyN IwK 4-3-10 8-3-12 14-5-4 20-6-12 26-2-0 31-9-4 33-4-8 34-11-4 4-3-10 4-0-2 6-1-8 6-1-8 5-7-4 5-7-4 1-7-4 1-6-12 Scale=1:66.4 4x8= 1 x4 4x8= 6.00 12 3 4 23 245 3x4 2 4x8 6 2x4 11 3x4 1 7 n 2x4 11 op ro 8 3x8 9 1x4 II 10 T°P 4x8 •21 25 26 20 19 27 18 28 17 16 15 14 13 3x6= 3x4— 3x4= 3x6 11 3x4= 3x8= 3x4= 3x4= 2x4 11 33-5-4 -O-Q;12 8-3-12 14-5-4 20-6-12 26-2-0 31-9-4 33-4-8 0-d112 8-3-12 6-1-8 6-1-8 5-7-4 5-7-4 1-7-4 0-0-12 Plate Offsets(X,Y)-- [3:0-5-4,0-2-0],[5:0-5-4,0-2-0],[10:0-2-2,0-0-8],[12:0-2-12,0-2-0] 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 0.40 Vert(LL) -0.17 19-21 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.28 19-21 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:250 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:12-14 1-21,9-11:2x6 SP No.3 WEBS 1 Row at midpt 3-19,4-18,2-21 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0,21=0-8-0 Max Horz 21=-308(LC 6) Max Uplift 11=-437(LC 8),21=-361(LC 8) Max Grav 11=1563(LC 14),21=1429(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1262/426,3-4=-1388/502,4-5=-1388/502,5-6=-1570/499,6-8=-1528/443, 8-9=-1477/346,9-11=-1411/411 BOT CHORD 19-21=-1 05/922,18-19=-108/1181,16-18=-184/1342,15-16=-265/1405 WEBS 2-19=-93/592,3-18=-157/599,4-18=-372/184,5-16=-45/385,12-15=-251/1269, 2-21=-1346/331,9-12=-346/1363 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. This Item has been 5)Plates checked for a plus or minus 0 degree rotation about its center. electronically signed and 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Lee,Julius, PE 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 using a Digital Signature. will fit between the bottom chord and any other members,with BCDL=10.Opsf. Printed copies of this 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=437,21=361. document are not considered 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum signed and sealed and the sheetrock be applied directly to the bottom chord. Signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848251 J42971 A08 Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:10 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-EApn PgCGU M2CMGjcnCzd81 DoTtZXTVATxoe52JyN IwJ 7-5-4 14-5-4 21-5-4 26-7-4 31-9-4 33-4-8 7-54 7-0-0 7-0-0 5-2-0 5-2-0 1-74 Scale=1:61.0 4x8= 1x4 II 4x8= 6.00 12 2 3 19 20 4 4x8 3x8 5 1 2x4 "? M 6 3x8 7 Io 4x8= �? 18 17 21 16 15 22 14 13 12 11 10 2x4 II 3x4= 3x4= 3x8= 3x4= 3x4= 3x4= 2x4 11 2x4 33-54 -O-Q;12 7-5-4 14-5-4 21-5-4 26-7-4 31-94 33-4-8 0-d112 7-54 7-0-0 7-0-0 5-2-0 5-2-0 1-74 0-0-12 Plate Offsets(X,Y)-- [2:0-5-4,0-2-0],[4:0-5-4,0-2-0],[9:0-2-12,0-2-0] 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 0.46 Vert(LL) -0.11 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.20 13-15 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.52 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:232 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:9-11 1-18,7-8:2x6 SP No.3 REACTIONS. (size) 18=0-8-0,8=0-8-0 Max Horz 18=-279(LC 6) Max Uplift 18=-361(LC 8),8=-353(LC 8) Max Grav 18=1395(LC 13),8=1469(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1259/394,2-3=-1470/515,3-4=-1470/515,4-5=-1606/501,5-6=-1565/470, 6-7=-1524/384,1-18=-1276/381,7-8=-1320/326 BOT CHORD 15-17=-166/1136,13-15=-249/1358,12-13=-312/1400 WEBS 2-17=-354/153,2-15=-172/715,3-15=-424/205,4-15=-54/264,4-13=-28/348, 9-12=-294/1277,1-17=-213/1167,7-9=-328/1336 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)Plates checked for a plus or minus 0 degree rotation about its center. This Item has been 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Lee,Julius, PE will fit between the bottom chord and any other members,with BCDL=10.Opsf. using a Digital Signature. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Printed CO 12S Of this 18=361,8=353. p 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum document are not considered sheetrock be applied directly to the bottom chord. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848252 J42971 A09 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:11 2021 Page 1 ID:tl oFhOKQCOfU_zK7LGKdvydgkg-iN M9dADu FgA3_PIoLvUsh W m_XHu_CrYcASOfaIyN Iwl 6-3-12 13-3-12 20-3-12 21-5-q 26-7-4 31-9-4 33-4-8 34-11-0i 6-3-12 7-0-0 7-0-0 1-1-8 5-2-0 5-2-0 1-7-4 1-6-12 Scale=1:67.3 5x6= 4x8= 1x4 4x8= 6.00 12 5 2 3 23 4 2 4x4 3x8 i 6 1 3x4 7 2x4 n 8 3x8- °D 9 lx4 II 10 Tc� b BE 1 o:1E 15 --- 4x8= I1T 21 20 25 19 18 26 17 16 27 28 15 14 13 2x4 3x4= 3x4—_ 3x6 3x4= 3x8= 3x4= 3x8= 2x4 11 33-5-4 -0-Qr12 6-3-12 13-3-12 20-3-12 26-7-0 31-9-4 33-4-8 0-d112 6-3-12 7-0-0 7-0-0 6-3-8 5-2-0 0-0-12 Plate Offsets(X,Y)-- [2:0-5-4,0-2-0],[4:0-5-4,0-2-0],[10:0-2-2,0-0-8],[12:0-2-12,0-2-0] 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 0.44 Vert(LL) -0.12 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.21 16-18 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:246 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:12-14 1-21,9-11:2x6 SP No.3 WEBS 1 Row at midpt 4-18,5-15 OTHERS 2x4 SP No.3 REACTIONS. (size) 21=0-8-0,11=0-8-0 Max Horz 21=-296(LC 6) Max Uplift 21=-361(LC 8),11=-437(LC 8) Max Grav 21=1403(LC 13),11=1580(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1199/375,2-3=-1561/525,3-4=-1561/525,4-5=-1732/574,5-6=-1715/568, 6-8=-1532/425,8-9=-1496/345,1-21=-1 308/378,9-11=-1 434/413 BOT CHORD 20-21=-1 76/252,18-20=-111/1108,16-18=-246/1563,15-16=-203/1389 WEBS 2-20=-434/170,2-18=-217/884,3-18=-423/215,4-16=-913/349,6-15=-278/190, 12-15=-250/1316,1-20=-227/1187,9-12=-337/1369,5-16=-313/1240 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. This Item has been 5)Plates checked for a plus or minus 0 degree rotation about its center. electronically Signed and 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Lee,Julius, PE 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 using a Digital Signature. will fit between the bottom chord and any other members,with BCDL=10.Opsf. Printed copies of this 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 21=361,11=437. document are not considered 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum signed and sealed and the sheetrock be applied directly to the bottom chord. Signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848253 J42971 A10 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:12 2021 Page 1 ID:tl oFhOKQCOfU_zK7LGKdvydgkg-AZwXgVEW?_lwbZt?vc?5DjJ7_gFLxN EmP67C6ByN IwH 4-3-12 11-3-12 18-3-12 21-5-4 26-7-4 31-9-4 33-4-8 34-11-0 4-3-12 7-0-0 7-0-0 3-1-8 5-2-0 5-2-0 1-7-4 1-6-12 Scale=1:67.3 4x4= 6.00 12 4x6— 3x4 4x8= 5 = 2 3 4x4 3x8 5- 23 24 6 1 3x4 7 2x4 11 8 3x8 9 1x4 II ° 10 im= o I 21 20 25 19 18 26 1716 27 28 15 14 13 3x6 11 3x8= 3x4= 4x8= 2x4 11 3x4= 3x4= 3x4 II 3x4 0-3-4 5-14 33-54 -O-Q-12 4-3-12 4r9y3 11-3-12 18-3-12 25-0-8 31-94 33-4-8 0-d112 4-0 S O� 6-2-8 7-0-0 6-8-12 6-8-12 0-3-4 0-4-0 0-0-12 Plate Offsets(X,Y)-- [4:0-5-4,0-2-0],[10:0-2-2,0-0-8],[12:0-2-12,0-2-0] 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 0.52 Vert(LL) -0.10 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.17 15-17 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:240 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:12-14 1-21,9-11:2x6 SP No.3 WEBS 1 Row at midpt 3-20,4-19 OTHERS 2x4 SP No.3 REACTIONS. (size) 21=0-8-0,11=0-8-0,20=0-4-0 Max Horz 21=-296(LC 6) Max Uplift 21=-620(LC 13),11=-351(LC 8),20=-625(LC 8) Max Grav 21=177(LC 8),11=1255(LC 14),20=2326(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-96/600,2-3=-60/527,3-4=-623/245,4-5=-1317/455,5-6=-1233/411, 6-8=-1176/335,8-9=-1144/253,1-21=-1 63/671,9-11=-1 126/334 BOT CHORD 19-20=-31/673,17-19=-141/1150,15-17=-75/901 WEBS 3-20=-1599/417,3-19=-71/760,4-19=-723/169,4-17=-374/212,5-17=-186/674, 5-15=-105/372,6-15=-272/181,12-15=-170/911,1-20=-767/254,2-20=-507/187, 9-12=-256/1059 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical 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 This item has been to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. electronically Signed and 5)Plates checked for a plus or minus 0 degree rotation about its center. sealed by Lee,Julius, PE 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) document are not considered 21=620,11=351,20=625. signed and sealed and the 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum signature must be verified sheetrock be applied directly to the bottom chord. On any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848254 J42971 All HIP 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:13 2021 Page 1 ID:tl oFhOKQCOfU_zK7LGKdvydgkg-el Uv2rF8mHQnDjSBTKWKmxrMC4U WgtivdmtleeyN IwG 5-5-4 11-5-4 17-5-4 23-5-4 27-7-4 31-9-4 33-4-8 114 6-0-0 6-0-0 6-0-0 4-2-0 4-2-0 1-7-4 Scale=1:61.2 4x4— _ 6.00 12 3x4= 3x4 3x4= 4x4= 2 3 4 5 20 6 4x4 3x8 i 1 7 2x4 8 3x8 M 9 Io 6x8- IY 19 18 21 17 22 16 23 15 24 14 13 12 2x4 13x8— 3x4= 3x4= 4x4= 5x12— 3x4— 2x4 II 33-5-4 -0-Qr12 5-5-4 14-5-4 23-5-4 31-9-0 33-4-8 0-d112 5-5-4 9-0-0 9-0-0 8-4-0 1-74 0-0-12 Plate Offsets(X,Y)-- [11:0-2-8,0-2-12],[13:0-0-8,0-1-8] 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 0.30 Vert(LL) -0.20 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.34 14-16 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.47 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:226 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:11-13 1-19,9-10:2x6 SP No.3 WEBS 1 Row at midpt 3-18,5-14 REACTIONS. (size) 19=0-8-0,10=0-8-0 Max Horz 19=-251(LC 6) Max Uplift 19=-361(LC 8),10=-353(LC 8) Max Grav 19=1394(LC 13),10=1467(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1132/352,2-3=-984/353,3-5=-1681/524,5-6=-1469/475,6-7=-1674/496, 7-8=-1495/439,8-9=-1507/380,1-19=-1335/372,9-10=-1307/327 BOT CHORD 16-18=-315/1562,14-16=-358/1693,13-14=-19/254 WEBS 2-18=-1/272,3-18=-917/251,3-16=-24/461,5-14=-441/127,6-14=-82/490, 11-14=-346/1262,7-11=-340/77,1-18=-231/1194,9-11=-315/1303 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)Plates checked for a plus or minus 0 degree rotation about its center. This Item has been 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Lee,Julius, PE will fit between the bottom chord and any other members,with BCDL=10.Opsf. using a Digital Signature. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Printed CO 12S Of this 19=361,10=353. p 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum document are not considered sheetrock be applied directly to the bottom chord. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848255 J42971 Al2 HIP 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:15 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-a8cgSXGO1vgVS 1 baalZorMwgXuDd8meC54Msj WyN IwE 3-5-0 10-9-13 18-0-11 25-5-4 31-9-4 33-4-8 3-5-4 7-4-9 7-2-13 7-4-9 6-4-0 1-7-4 Scale=1:59.6 6.00 12 4x8= 1x4 II 3x4— 3x8— 5x5 2 3 4 5 6 = 3x8 i 1 2x4 7 3x8 8 A u; Io Fe 1§1 Xe I- 19 18 20 17 16 21 15 14 13 12 11 2x4 II 3x4= 3x8= 3x4= 1x4 II 4x4 4x8= 3x4 II 2x4 33-5-4 -0-Qr12 3-5-4 10-9-13 18-0-11 25-5-4 31-9-4 33-4-8 0-d112 3-5-4 7-4-9 7-2-13 7-4-9 6-4-0 1-7-4 0-0-12 Plate Offsets(X,Y)-- [2:0-5-4,0-2-0],[6:0-2-8,0-2-4],[10:0-2-12,0-2-0] 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 0.44 Vert(LL) -0.13 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.24 15-17 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.57 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:222 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:10-12 1-19,8-9:2x6 SP No.3 WEBS 1 Row at midpt 5-17,5-13 REACTIONS. (size) 19=0-8-0,9=0-8-0 Max Horz 19=-224(LC 6) Max Uplift 19=-361(LC 8),9=-353(LC 8) Max Grav 19=1391(LC 13),9=1458(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-892/289,2-3=-1746/549,3-5=-1746/549,5-6=-1497/472,6-7=-1612/520, 7-8=-1517/390,1-19=-1375/368,8-9=-1295/319 BOT CHORD 17-18=-118/812,15-17=-446/2006,13-15=-446/2006,7-10=-263/195 WEBS 2-18=-711/242,2-17=-345/1333,3-17=-415/216,5-17=-353/78,5-15=0/381, 5-13=-748/179,6-13=-1 4/495,10-13=-286/1253,6-10=-296/61,1-18=-262/1216, 8-10=-352/1358 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. This Item has been 5)Plates checked for a plus or minus 0 degree rotation about its center. electronically signed and 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Lee,Julius, PE 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 using a Digital Signature. will fit between the bottom chord and any other members,with BCDL=10.Opsf. Printed copies of this 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 19=361,9=353. document are not Considered 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum signed and sealed and the sheetrock be applied directly to the bottom chord. Signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Southrn City Dev. T25848256 J42971 A13 ROOF SPECIAL 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:16 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-3KA2gtH 13CoL4BAm8S41 OZTtXleKtB4MJk5QFyyNIwD 5-10-14 11-9-12 16-11-4 22-1-4 27-3-0 28-10-8 30-5-4 5-10-14 5-10-14 5-1-8 5-2-0 5-2-0 1-7-4 1-6-12 Scale=1:59.3 4x4 6.00 12 4 3x6= 1x4 4x8— 4x8 1 2 5 3x4 6 2x4 7 3x8 8 Ir 1x4 II S1 9 F 5x8 9 Io Iv 20 19 18 17 16 15 14 13 12 2x4 2x4 11 3x8= 1x4 II 3x4= 3x8=3x4= 3x4= 2x4 11 28-11-4 -0-Qr12 5-10-14 11-9-12 16-11-4 19-6-8 22-1-4 27-3-4 28-10-8 0-d112 5-10-14 5-10-14 5-1-8 2-7-4 2-6-12 5-2-0 1-7-4 0-0-12 Plate Offsets(X,Y)-- [3:0-5-4,0-2-0],[9:0-2-2,0-0-8],[11:0-2-4,0-2-0] 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 0.29 Vert(LL) -0.06 18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.12 18-19 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.69 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:208 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:11-13 1-20,8-10:2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 20=0-8-0,10=0-8-0 Max Horz 20=-315(LC 6) Max Uplift 20=-313(LC 8),10=-387(LC 8) Max Grav 20=1049(LC 1),10=1173(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-993/330,1-2=-923/356,2-3=-923/356,3-4=-1091/418,4-5=-1097/420, 5-7=-1101/380,7-8=-1058/292,8-10=-1070/366 BOT CHORD 18-19=-294/1354,16-18=-295/1352,14-16=-202/1007 WEBS 1-19=-370/1241,2-19=-343/185,3-19=-586/177,3-16=-627/244,4-16=-225/648, 11-14=-191/931,8-11=-294/1014 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. This Item has been 5)Plates checked for a plus or minus 0 degree rotation about its center. electronically signed and 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Lee,Julius, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed COp12S Of this 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 20=313,10=387. document are not considered 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum signed and sealed and the sheetrock be applied directly to the bottom chord. Signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848257 J42971 A14 ROOF SPECIAL 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:17 2021 Page 1 ID:t1 oFhOKQCOfU_zK7LGKdvydgkg-XW kQtDlfgWwCiKlyiAbGwnO?AhvCcZmVYOrzn PyN IwC 4-11-14 9-9-12 16-11-4 22-1-4 27-3-0 28-10-8 30-5-4 4-11-14 4-9-14 7-1-8 5-2-0 5-2-0 1-7-4 1-6-12 Scale=1:59.3 4x4 6.00 12 4 4x8 2x4 11 4x6= 5 1 3x4= 3x4 6 2x4 7 3x8 8 9 1x4 11 ci I P 11 _ Iv 19 18 17 16 15 14 13 2x4 II 3x6= 3x4= 3x4= 3x8=3x4= 3x4= 2x4 1 28-11-4 -O-Q,-12 9-9-12 16-11-4 22-1-4 27-3-4 28-10-8 0-d!12 9-9-12 7-1-8 5-2-0 5-2-0 1-7-4 0-0-12 Plate Offsets(X,Y)-- [9:0-2-2,0-0-8],[11:0-2-12,0-2-0] 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 0.49 Vert(LL) -0.18 18-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.38 18-19 >908 180 BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:195 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:11-13 1-19,8-10:2x6 SP No.3 WEBS 1 Row at midpt 3-16 OTHERS 2x4 SP No.3 REACTIONS. (size) 19=0-8-0,10=0-8-0 Max Horz 19=-297(LC 6) Max Uplift 19=-312(LC 8),10=-388(LC 8) Max Grav 19=1049(LC 1),10=1173(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1554/521,3-4=-1126/409,4-5=-1101/423,5-7=-1108/386,7-8=-1059/294, 8-10=-1069/367 BOT CHORD 18-19=-206/971,16-18=-371/1567,14-16=-201/1003 WEBS 2-19=-1223/401,2-18=-218/843,3-18=-400/205,3-16=-746/279,4-16=-183/592, 11-14=-191/925,8-11=-297/1018 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. This Item has been 5)Plates checked for a plus or minus 0 degree rotation about its center. electronically signed and 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Lee,Julius, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed COp12S Of this 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 19=312,10=388. document are not considered 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum signed and sealed and the sheetrock be applied directly to the bottom chord. Signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848258 J42971 A15 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:18 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-?jHo5ZJH bg23JUK9Ft6VT_Y8u5lcL3Jen2aWKryN IwB 7-9-12 12-4-8 16-11-4 1i7-11-d 22-7-4 27-3-4 i28-1008 30-5-4 7-9-12 4-6-12 4-6-12 1-0-0 4-8-0 4-8-0 1-7-4 1-6-12 Scale=1:63.3 4x6= 2x4 6.00 12 4 5 1x4 II 3 4x8 6 3x8= 4x6= 3x4 1 7 2x4 11 8 3x8 9 1x4 10 of o d 0 6x8'= I 1 22 21 20 19 24 1825 2 c' 13 3x4 3x8= 3x4= 3x8— 4x x4 17 16 15 14 2x4 11 3x8= 2x4 11 28-11-4 -0-Qr12 7-9-12 12-4-8 17-11-4 22-7-4 27-3-4 28-10-8 0-d112 7-9-12 4-6-12 5-6-12 4-8-0 1-7-4 0-0-12 Plate Offsets(X,Y)-- [4:0-2-12,0-1-4],[10:0-2-2,0-0-8],[12:0-2-12,0-2-4],[18:0-2-12,0-2-0],[21:0-3-8,0-1-8] 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 0.62 Vert(LL) -0.13 18-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.23 21-22 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:224 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:16-18,12-14 1-22,9-11:2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 22=0-8-0,11=0-8-0 Max Horz 22=-278(LC 6) Max Uplift 22=-308(LC 8),11=-385(LC 8) Max Grav 22=1171(LC 13),11=1345(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-1035/328,1-2=-2004/555,2-3=-1736/500,3-4=-1766/593,4-5=-1250/456, 5-6=-1291/420,6-8=-1292/368,8-9=-1253/290,9-11=-1232/369 BOT CHORD 21-22=-147/267,19-21=-446/2155,18-19=-124/1134 WEBS 1-21=-523/2047,2-21=-645/261,2-19=-661/211,3-19=-267/169,4-18=-104/470, 15-18=-157/972,6-18=-16/376,6-15=-633/166,6-12=-39/251,12-15=-177/1016, 9-12=-285/1148,4-19=-309/988 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical 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 This item has been to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. electronically Signed and 5)Plates checked for a plus or minus 0 degree rotation about its center. sealed by Lee,Julius, PE 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) document are not considered 22=308,11=385. signed and sealed and the 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum signature must be verified sheetrock be applied directly to the bottom chord. On any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Southrn City Dev. T25848259 J42971 A16 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:19 2021 Page 1 ID:gFPESOLISQQCMbTWAQQnAdyPF1 P-TvrBlvJvM7AwxevLpadk?C5O1 Vba4VvoOiK4sHyNlwA 5-9-12 11-4-15 16-11-4 1,7-11-p 23-3-13 28-11-15 5-9-12 5-7-3 5-6-4 1-0-0 5-4-10 5-8-2 Scale=1:61.2 4x6= 2x4 4 5 6.00 12 1 x4 3x4 3 6 3x10= 4x4= 4x4 1 7 cn n 0 LEI 9 14 17 12 19 M Iq 16 15 13 4x 1-0-0 1 2x4 11 3x8= 3x4=3x8= 11 10 9 8 2x4 11 3x8= 2x4 11 -0--12 5-9-12 11-4-15 17-11-4 23-3-13 28-11-15 0- 12 5-9-12 5-7-3 6-6-4 5-4-10 5-8-2 Plate Offsets(X,Y)-- [4:0-2-12,0-14],[12:0-2-12,0-2-0],[15:0-3-8,0-1-8] 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 0.28 Vert(LL) -0.16 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.28 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:202 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:10-12 1-16:2x6 SP No.3,7-8:2x4 SP No.2 REACTIONS. (size) 16=0-8-0,8=Mechanical Max Horz 16=291(LC 7) Max Uplift 16=-310(LC 8),8=-310(LC 8) Max Grav 16=1201(LC 13),8=1223(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-1096/321,1-2=-2287/608,2-3=-1918/520,3-4=-1967/642,4-5=-1286/463, 5-6=-1341/424,6-7=-1117/336,7-8=-1134/325 BOT CHORD 15-16=-238/264,13-15=-511/2477,12-13=-137/1173 WEBS 1-15=-598/2372,2-15=-796/282,2-13=-735/235,3-13=-356/225,4-12=-106/525, 9-12=-143/996,6-12=-40/374,6-9=-585/182,7-9=-212/1041,4-13=-342/1102 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)Plates checked for a plus or minus 0 degree rotation about its center. This Item has been 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Lee,Julius, PE will fit between the bottom chord and any other members,with BCDL=10.Opsf. using a Digital Signature. 8)Refer to girder(s)for truss to truss connections. Printed COp12S Of this 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 16=310,8=310. document are not considered 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum signed and sealed and the sheetrock be applied directly to the bottom chord. Signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848260 J42971 A17 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:20 2021 Page 1 ID:gFPESOLISQQCMbTWAQQnAdyPF1 P-x5PZWEKX7RInZoUXN18zYPeWivuhpw7xEM3dOkyNlw9 3-9-12 10-4-8 16-11-4 1,7-11-f1 23-3-13 28-11-15 3-9-12 6-6-12 6-6-12 1-0-0 5 4-10 5-8-2 Scale=1:60.3 4x6= 2x4 11 5 6 1x4 11 3x4 6.00 F12 3x4 i 4 7 3 4x4 4x8= 4x4= g 1 u; d M M 17 16 15 14 18 JAI- 29 Iv 2x4 11 4x10= 4x8= 3x4= 4x 12 11 10 9 2x4 11 3x8= 2x4 -0- 12 3-9-12 10-4-8 17-11-4 23-3-13 28-11-15 0- -12 3-9-12 6-6-12 7-6-12 5 4-10 5-8-2 Plate Offsets(X,Y)-- [1:0-2-12,0-2-0],[5:0-2-12,0-1-4],[13:0-2-12,0-2-4],[16:0-3-8,0-2-0] 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 0.41 Vert(LL) -0.21 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.36 13-15 >964 180 BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:197 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:11-13 1-17:2x6 SP No.3,8-9:2x4 SP No.2 REACTIONS. (size) 17=0-8-0,9=Mechanical Max Horz 17=294(LC 7) Max Uplift 17=-310(LC 8),9=-310(LC 8) Max Grav 17=1223(LC 13),9=1224(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-1142/305,1-2=-2685/688,2-4=-2084/543,4-5=-2153/684,5-6=-1287/455, 6-7=-1355/424,7-8=-1118/336,8-9=-1135/325 BOT CHORD 16-17=-239/272,15-16=-642/2933,13-15=-140/1187 WEBS 1-16=-689/2773,2-16=-930/310,2-15=-987/303,4-15=-432/271,5-13=-88/535, 10-13=-141/1024,7-13=-40/383,7-10=-594/181,8-10=-213/1048,5-15=-374/1223 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)Plates checked for a plus or minus 0 degree rotation about its center. This Item has been 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Lee,Julius, PE will fit between the bottom chord and any other members,with BCDL=10.Opsf. using a Digital Signature. 8)Refer to girder(s)for truss to truss connections. Printed COp12S Of this 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 17=310,9=310. document are not Considered 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum signed and sealed and the sheetrock be applied directly to the bottom chord. signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848261 J42971 A18 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:21 2021 Page 1 ID:tl oFhOKQCOfU_zK7LGKdvydgkg-PlzxjaL9ulReAy3jx?fC5dAhJJDFYW W5TOpAwAyN Iw8 1-9-12 4-1-14 9-9-0 15-9-12 18-0-12 23-4-9 28-11-15 1-9-12 2-4-2 5-7-2 6-0-12 2-3-0 5-3-14 5-7-6 Scale=1:56.7 5x5= 4x6\� 5 19 6 3x4 3x4 7 3x4 4 6.00 12 oi 1 x4 1 3 4x4 r 2 8 m 1 16 M g M 117 15 14 20 2 , A Sx8=16 4x8 i 7x8— 3x4= 12 11 10 9 2x4 11 3x8= 2x4 11 1-9-12 -0-Qr12 4-1-14 9-9-0 11-6-6 15-9-12 17-11-4 234-9 28-11-15 0-d!12 2-4-2 5-7-2 1-9-6 4-3-6 2-1-8 5-5-6 5-7-6 1-9-12 Plate Offsets(X,Y)-- [5:0-2-8,0-2-4],[6:0-2-8,Edge],[13:0-2-4,0-2-0],[15:0-2-12,0-4-8] 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 0.42 Vert(LL) -0.13 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.24 14-15 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.42 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:201 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 15-16:2x8 SP No.2,13-15:2x6 SP No.2 10-0-0 oc bracing:11-13 WEBS 2x4 SP No.3*Except* 8-9:2x4 SP No.2 REACTIONS. (size) 16=0-8-0,9=Mechanical Max Horz 16=281(LC 7) Max Uplift 16=-271(LC 8),9=-308(LC 8) Max Grav 16=1244(LC 13),9=1215(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2855/690,2-4=-2913/776,4-5=-1919/570,5-6=-1129/408,6-7=-1339/423, 7-8=-1104/333,8-9=-1126/323 BOT CHORD 1-16=-281/206,1-15=-539/2678,14-15=-368/1989,13-14=-190/1276,6-13=-103/467 WEBS 4-14=-581/269,5-13=-261/99,10-13=-143/949,7-13=-55/382,7-10=-595/185, 8-10=-213/1033,4-15=-247/961,5-14=-237/951 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. This Item has been 5)Plates checked for a plus or minus 0 degree rotation about its center. electronically Signed and 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Lee,Julius, PE 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 using a Digital Signature. will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. Printed copies of this 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) document are not considered 16=271,9=308. signed and sealed and the 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum signature must be verified sheetrock be applied directly to the bottom chord. On any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848262 J42971 A19 HIP 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:22 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-tUXJwwMnf2ZVo6ewUjBRdgjrpibl HvmEigYkTcyN Iw7 7-1-0 13-10-8 20-1-8 24-5-5 , 29-0-11 7-1-0 6-9-8 6-3-0 4-3-14 4-7-6 Scale=1:51.0 4x8= 6.00 12 4x4= 4 15 5 3x4 3x4 6 3x4 i 3 2 2x4 ICi I 17 7 n 0 ao 3x8 i M 1 A �q 13 12 11 10 9 16 17 8 3x4 11 4x4= 3x4= 3x4= 3x4= 3x8= 3x6= 7-1-0 13-1 6-9-8%8 20-1-8 29-0-11 7-1-0 6-3-0 8-11-3 Plate Offsets(X,Y)-- [4:0-5-4,0-2-0] 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 0.50 Vert(LL) -0.23 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.40 8-9 >854 180 BCLL 0.0 * Rep Stress Incr YES WB 0.67 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:181 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 4-9,6-8 1-14:2x6 SP No.3,7-8:2x4 SP No.2 REACTIONS. (size) 14=0-8-0,8=Mechanical Max Horz 14=270(LC 7) Max Uplift 14=-313(LC 8),8=-315(LC 8) Max Grav 14=1243(LC 13),8=1220(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1821/481,2-4=-1368/436,4-5=-1016/388,5-6=-1161/398,1-14=-1126/330 BOT CHORD 13-14=-243/475,11-13=-359/1694,9-11=-253/1250,8-9=-157/812 WEBS 2-11=-535/204,4-11=-75/514,4-9=-324/98,5-9=-32/281,6-9=-54/385,1-13=-248/1230, 6-8=-1162/307 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is This item has been the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Plates checked for a plus or minus 0 degree rotation about its center. electronically signed and 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Lee,Julius, PE 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members,with BCDL=10.Opsf. Printed copies of this 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) document are not considered 14=313,8=315. signed and sealed and the 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum signature must be verified sheetrock be applied directly to the bottom chord. On any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848263 J42971 A20 HIP 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:23 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-Lg5h8GMQQMh MQFC62QigA2G_Z6y60HVOwKIH?3yN Iw6 7-1-0 13-10-8 17-10-8 21-1%11 25-9-1 , 29-11-3 7-1-0 6-9-8 4-0-0 4-0-0 3-10-10 4-2-2 Scale=1:54.1 48= 6.00 12 4x6= 5 16 6 3x4 i 3x4 7 3x4 i 4 3 2x4 8 M r-' 3x8 M 2 M LC F- 15e 14 13 12 11 10 17 18 9 2x4 11 44= 3x4= 3x4= 3x8= 3x6= 3x4= 10- 7-1-80 13-10-8 21-10-8 29-11-3 10- 6-2- 6-9-8 8-0-0 8-0-11 Plate Offsets(X,Y)-- [5:0-5-8,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.24 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:178 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 5-10 2-15:2x6 SP No.3,8-9:2x4 SP No.2 REACTIONS. (size) 15=0-8-0,9=Mechanical Max Horz 15=269(LC 7) Max Uplift 15=-365(LC 8),9=-315(LC 8) Max Grav 15=1304(LC 13),9=1219(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1823/479,3-5=-1455/443,5-6=-1029/383,6-7=-1163/390,2-15=-1200/380 BOT CHORD 14-15=-241/419,12-14=-365/1694,10-12=-270/1331,9-1 0=-1 54/778 WEBS 3-12=-428/177,5-12=-44/513,6-10=0/265,7-10=-78/460,2-14=-262/1289, 7-9=-1181/298,5-10=-383/94 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is This item has been the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Plates checked for a plus or minus 0 degree rotation about its center. electronically signed and 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Lee,Julius, PE 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members,with BCDL=10.Opsf. Printed copies of this 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) document are not considered 15=365,9=315. signed and sealed and the 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum signature must be verified sheetrock be applied directly to the bottom chord. On any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848264 J42971 A21 HIP 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:24 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-gtf3LcN2BgpD2Pn lc8DviFODXW KQloyX9_l rXVyNlw5 1-10-0 3-8-0 6-9-1 12-6-0 16-2-0 20 40 24-6-0 30-6-11 1-10-0 1-10-0 3-1-1 5-8-15 3-8-0 4-2-0 4-2-0 6-0-11 Scale=1:53.4 5x5= 2x4 3x4 4x4= = 6 25 26 7 8 9 3x4 i 4x6 i 3x6 6.00 12 5 10 M 2x4 11 4 m 3x8 i 3 M 2 M 1 18 16 Io 0 8= 17 6x8 1 29 20 19 3x4= 15 3x4= 14 13_ 12 11 3x6= 2x4 II 3x4= 3x4 4x12= 2x4 II 1-6-01-1 0 3-8-0 -2- 10-2-0 12-6-0 16-2-0 1 -8 0 24-6-0 30-6-11 1-6-01-10-0 -6- 6-0-0 2-4-0 3-8-0 -6- 7-10-0 6-0-11 Plate Offsets(X,Y)-- [6:0-2-8,0-2-4],[14:0-0-0,0-1-8],[16:0-2-0,0-2-12],[18:0-2-12,0-2-0] 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 0.33 Vert(LL) -0.09 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.20 16-17 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.76 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:196 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:18-20,14-16 10-11:2x4 SP No.2,2-21:2x6 SP No.3 REACTIONS. (size) 11=Mechanical,21=0-8-0 Max Horz 21=233(LC 7) Max Uplift 11=-309(LC 8),21=-397(LC 8) Max Grav 11=1061(LC 1),21=1216(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2011/509,3-5=-2174/555,5-6=-1761/537,6-7=-1446/502,7-8=-1430/501, 8-9=-832/347,9-10=-998/340,10-11=-1 005/323 BOT CHORD 17-18=-523/1829,16-17=-354/1344 WEBS 5-18=-121/316,5-17=-410/201,6-16=-39/280,12-16=-305/1054,8-16=-86/447, 8-12=-706/216,10-12=-194/898,2-21=-1 064/320,18-21=-302/118,2-18=-450/1739, 6-17=-80/429 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;end vertical 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 This item has been to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. electronically signed and 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is sealed by Lee,Julius, PE the responsibility of the fabricator to increase plate sizes to account for these factors. using a Digital Signature. 6)Plates checked for a plus or minus 0 degree rotation about its center. Printed COp12S Of this 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. signed and Sealed and the 9)Refer to girder(s)for truss to truss connections. Signature must be verified 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) on any electronic copies. 11=309,21=397. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Julius Lee PE No.34869 sheetrock be applied directly to the bottom chord. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848265 J42971 A22 HALF HIP 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:25 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-13DSZyOgyzx4fZMVArk8FTLLwweu U BvgOenO3xyN Iw4 1-10-0 3-1 0 7-1-10 10-6-0 10--11 16-2-0 23-5-2 30-6-11 1-10-0 1-10-0 3-5-10 3-4-6 0--11 5-7-5 7-3-2 7-1-9 Scale=1:52.7 3x4= 5x5= 2x4 11 3x4= 4x4= 10-6-11 2324 5 6 7 258 6.00 12 3x6 3x8 3 2 1 16 PE 14 9 8= 15 6x8 17 4x4= 11 1g 18 13 12 10 9 3x4= 3x6= 2x4 I I 3x4 I 3x4= 4x8= 2x4 1-6-01-1 0 3-8-0 -2- 10-6-0 10--11 16-2-0 1 -8 0 23-5-2 30-6-11 1-6-0 0-4-0 1-10-0 -6- 6-4-0 0.-11 5-7-5 -6- 6-9-2 7-1-9 Plate Offsets(X,Y)-- [3:0-1-8,0-1-8],[14:0-2-4,0-2-12],[16:0-5-8,0-2-8] 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 0.57 Vert(LL) -0.12 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.25 15-16 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:185 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:16-18,12-14 8-9:2x4 SP No.2,2-19:2x6 SP No.3 REACTIONS. (size) 9=Mechanical,19=0-8-0 Max Horz 19=242(LC 7) Max Uplift 9=-311(LC 8),19=-395(LC 8) Max Grav 9=1061(LC 1),19=1216(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2202/664,3-4=-1820/521,4-5=-1802/587,5-7=-1782/585,7-8=-1098/399, 8-9=-995/332 BOT CHORD 15-16=-929/2488,14-15=-473/1548,5-14=-352/172 WEBS 4-14=-85/428,10-14=-332/985,7-14=-213/793,7-10=-836/330,8-10=-394/1354, 2-19=-1004/294,3-15=-990/458,4-15=-8/352,16-19=-368/129,2-16=-575/1958 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;end vertical right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. This Item has been 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is electronically signed and the responsibility of the fabricator to increase plate sizes to account for these factors. Sealed by Lee,Julius, PE 6)Plates checked for a plus or minus 0 degree rotation about its center. using a Digital Signature. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COp12S Of this 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. document are not Considered 9)Refer to girder(s)for truss to truss connections. signed and sealed and the 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signature must be verified 9=311,19=395. on any electronic copies. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Southrn City Dev. T25848266 J42971 A23 Half Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:26 2021 Page 1 ID:tl oFhOKQCOfU_zK7LGKdvydgkg-mFmgmlPl iH3xHjxhjZFNoguV5KypDetgdl WxcNyN Iw3 1-10-0 3-10 6-4-11 8-6-0 8- 11 12-9-2 16-2-0 23-4-6 30-6-11 1-10-0 1-10-0 2-8-11 2-1-5 0--11 4-2-6 3-4-15 7-2-5 7-2-5 Scale=1:52.7 4x6= 3x4 2x4 II 3x4= 3x4= 3x6= = 8-6-11 l 5 2425 6 7 8 269 6.00 12 3x8 i rZ 3x10 3 2 1 1(7- 15 O 10= 16 4x8 18 4x8= 12 20 19 14 13 11 10 3x4= 3x6= 2x4 I I 3x4= 3x4= 5x8= 3x4 1-6-01-1 0 3-8-0 -2- 8-6-0 8- 11 16-2-0 1 -8 0 23-4-6 30-6-11 1-6-0 0-4-0 1-10-0 -6- 4-4-0 0--11 7-7-5 -6- 6-8-6 7-2-5 Plate Offsets(X,Y)-- [2:0-3-12,0-1-8],[13:0-0-0,0-1-8],[15:0-2-12,0-2-4],[17:0-5-12,0-2-12] 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 0.61 Vert(LL) -0.16 14 >999 240 MT20 244/190 TCDL 17.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.45 15-16 >764 180 BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:179 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:17-19,13-15 9-10:2x4 SP No.2,2-20:2x6 SP No.3 REACTIONS. (size) 10=Mechanical,20=0-8-0 Max Horz 20=196(LC 7) Max Uplift 10=-310(LC 8),20=-396(LC 8) Max Grav 10=1345(LC 1),20=1539(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2732/606,3-4=-2444/550,4-5=-2192/538,5-6=-2957/713,6-8=-2922/714, 8-9=-1721/458,9-10=-1275/329 BOT CHORD 16-17=-782/2821,15-16=-572/2732,6-15=-383/146 WEBS 5-15=-60/333,11-15=-368/1584,8-15=-274/1303,8-1 1=-1 149/331,9-11=-451/1972, 2-20=-1292/306,5-16=-771/193,4-16=-106/693,17-20=-409/109,2-17=-519/2425, 3-16=-780/322 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;end vertical 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 This item has been to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. electronically signed and 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is sealed by Lee,Julius, PE the responsibility of the fabricator to increase plate sizes to account for these factors. using a Digital Signature. 6)Plates checked for a plus or minus 0 degree rotation about its center. Printed COp12S Of this 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. signed and Sealed and the 9)Refer to girder(s)for truss to truss connections. Signature must be Verified 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) on any electronic copies. 10=310,20=396. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Julius Lee PE No.34869 sheetrock be applied directly to the bottom chord. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848267 J42971 A24G HALF HIP GIRDER 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:28 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-ieuaB_QYEuJeW 154rzHrt5zgw7clhYE74c?2gGyN Iw1 1-10-0 3-8-0 -2- 6-6-0 6- 11 9-11-3 11-9-2 13-7-0 16-2-0 21-0-2 25-7-11 30-6-11 1-10-0 1-10-0 -6- 2-4-0 0--11 3-4-8 1-9-14 1-9-14 2-7-0 4-10-2 4-7-8 4- Scale=1:52.7 5x5= 3x4— 3x4— 2x4 II 4x4= 3x10= 1x4 4x6= 6.00 12 4 28 5 29 30 6 313233 7 8 34 9 35 36 10 37 38 3911 3x6 i 3x8 i 3 2 1 o q] 8= 20 40 41 42 19 43 44 6x10 4x8= x4= °24 23 22 3 17 16 45 46 15 14 47 13 48 49 12 3x4— 3x6= 2x4 11 3x4 11 5x5= 4x4— 5x8= 3x6 1-6-01-1 0 3-8-0 -2- 6-6-0 6- 11 11-9-2 16-2-0 1 -8 0 21-0-2 25-7-11 30-6-11 1-6-0 0-4-0 1-10-0 -6- 2-4-0 0--11 5-2-6 4-4-15 -6- 4-4-2 4-7-8 4-11-0 Plate Offsets(X,Y)-- [4:0-2-8,0-2-9],[8:0-2-0,Edge],[13:0-1-12,0-2-12],[18:0-4-8,0-3-0],[21:0-5-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.40 17 >853 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.66 18-19 >516 180 BCLL 0.0 * Rep Stress Incr NO WB 0.93 Horz(CT) 0.27 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:175 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-6 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 18-21:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:21-23,16-18 11-12,15-18,2-21:2x4 SP No.2,2-24:2x6 SP No.3 REACTIONS. (size) 12=Mechanical,24=0-8-0 Max Horz 24=151(LC 24) Max Uplift 12=-646(LC 8),24=-720(LC 8) Max Grav 12=1599(LC 29),24=1720(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3500/1408,3-4=-3294/1317,4-5=-3088/1250,5-6=-4691/1889,6-7=-5175/2115, 7-9=-5081/2087,9-10=-2057/875,10-11=-2057/875,11-12=-1530/660 BOT CHORD 23-24=-117/268,3-21=-1 44/255,20-21=-1 496/3482,19-20=-1729/4261, 18-19=-2018/5027,7-18=-271/192,15-16=-122/327,13-15=-1328/3278 WEBS 15-18=-1242/3040,9-18=-830/2103,9-15=-593/352,9-13=-1494/606,10-13=-396/270, 11-13=-989/2441,2-24=-1558/616,5-20=-1484/629,5-19=-217/757,6-19=-526/285, 4-20=-352/1096,21-24=-377/141,2-21=-1 193/3028,3-20=-516/265 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;end vertical right exposed;Lumber DOL=1.60 plate grip This item has been DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and to the use of this truss component. Sealed by Lee,,Julius, PE 4)Provide adequate drainage to prevent water ponding. using a Digital Signature. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is Printed copies of this the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Plates checked for a plus or minus 0 degree rotation about its center. document are not Considered 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signature must be verified will fit between the bottom chord and any other members. On any electronic copies. Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Julius Lee PE No.34869 12=646,24=720. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 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 Southrn City Dev. T25848267 J42971 A24G HALF HIP GIRDER 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:28 2021 Page 2 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-ieuaB_QYEuJeW 154rzHrt5zgw7clhYE74c?2gGyN Iw1 NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)266 lb down and 230 lb up at 6-6-11,114 lb down and 100 lb up at 8-6-12,114 lb down and 100 lb up at 10-6-12,114 lb down and 100 lb up at 12-6-12,114 lb down and 100 lb up at 14-6-12,100 lb down and 92 lb up at 16-6-12,100 lb down and 92 lb up at 18-6-12,100 lb down and 92 lb up at 19-8-0,100 lb down and 92 lb up at 20-9-4,100 lb down and 92 lb up at 22-9-4,100 lb down and 92 lb up at 24-9-4,and 100 lb down and 92 lb up at 26-9-4,and 100 lb down and 92 lb up at 28-9-4 on top chord,and 113 lb down and 4 lb up at 6-6-0,52 lb down at 8-6-12,52 lb down at 10-6-12,52 lb down at 12-6-12,52 lb down at 14-6-12,43 lb down at 16-9-12,43 lb down at 18-6-12,43 lb down at 19-8-0,43 lb down at 20-9-4,43 lb down at 22-9-4,43 lb down at 24-9-4,and 43 lb down at 26-9-4,and 43 lb down at 28-9-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-11=-54,23-25=-20,22-23=-20,18-21=-20,16-17=-20,12-16=-20 Concentrated Loads(lb) Vert:4=-104(F)8=-49(F)7=-49(F)14=-20(F)15=-20(F)18=-20(F)9=-49(F)28=-55(F)29=-55(F)30=-55(F)31=-55(F)34=-49(F)35=-49(F)36=-49(F)37=-49(F) 38=-49(F)40=-38(F)41=-26(F)42=-26(F)43=-26(F)44=-26(F)45=-20(F)46=-20(F)47=-20(F)48=-20(F)49=-20(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 Southrn City Dev. T25848268 J42971 B01 Half Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:29 2021 Page 1 ID:tl oFhOKQCOfU_zK7LGKdvydgkg-AgSyPJRA?CRV8AgGPhp4PJ W3dxzzQ6zGJ FlcCiyN Iwo 5-1-10 10-6-0 16-6-3 22-7-13 28-10-0 5-1-10 5-4-6 6-0-3 6-1-10 6-2-3 Scale=1:48.7 4x4= 3x4 5x6= 2x4 11 4 17 18 5 6 7 6.00 F12 4x6 i 3 2x4 2 1 M *13 12 11 19 1020 9 21 22 '8* 3x4= 3x6= 3x4 3x8= 3x4= 3x4= 5x5= 1-6-01-1q 0 10-10-0 19-7-0 28-10-0 1-6-0 0-4-0 9-0-0 8-9-0 9-3-0 Plate Offsets(X,Y)-- [6:0-2-4,0-3-0],[8:0-2-4,0-2-12] 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 0.40 Vert(LL) 0.21 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.33 8-9 >985 180 BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:163 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 6-8 7-8,2-13:2x6 SP No.3 REACTIONS. (size) 8=0-8-0,13=0-8-0 Max Horz 13=242(LC 7) Max Uplift 8=-643(LC 8),13=-731(LC 8) Max Grav 8=1115(LC 16),13=1235(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-1451/878,4-5=-1261/831,5-6=-1306/824 BOT CHORD 11-1 3=-668/1205,9-11=-733/1437,8-9=-498/1035 WEBS 4-11=-232/391,5-11=-254/80,5-9=-256/134,6-9=-349/626,6-8=-1261/724, 3-13=-1323/755 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;end vertical right exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)Plates checked for a plus or minus 0 degree rotation about its center. This Item has been 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 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 sealed by Lee,Julius, PE will fit between the bottom chord and any other members,with BCDL=10.Opsf. using a Digital Signature. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Printed CO 12S Of this 8=643,13=731. p 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum document are not considered sheetrock be applied directly to the bottom chord. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Southrn City Dev. T25848269 J42971 B02 Half Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:30 2021 Page 1 ID:tl oFhOKQCOfU_zK7LGKdvydgkg-e00LcfSpmVZMmKFSyOKJyW2FsxOz9XIPYvU919yN Iw? 4-6-4 8-6-0 15-3-4 21-10-12 28-10-0 4-6-4 3-11-12 6-9-4 6-7-8 6-11-4 Scale=1:48.7 4x4= 3x8= 3x4= 1x4 3x6= 4 19 5 6 7 8 6.00 12 4x6 i 3 2x4 11 2 III EJ 1 M `15 14 L� T_ :kld 13 12 11 10 e 9* 3x4= 3x6= 3x8= 3x4= 1 x4 11 3x4= 3x8= 3x6 1-6-01-1q 0 8-6-0 15-3-4 21-10-12 28-10-0 1-6-0 0-4-0 6-8-0 6-9-4 6-7-8 6-11-4 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 0.37 Vert(LL) 0.14 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.16 10-12 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.64 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:161 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 8-10 8-9,2-15:2x6 SP No.3 REACTIONS. (size) 9=0-8-0,15=0-8-0 Max Horz 15=196(LC 7) Max Uplift 9=-642(LC 8),15=-732(LC 8) Max Grav 9=986(LC 1),15=1131(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-1355/902,4-5=-1185/848,5-7=-1212/854,7-8=-1212/854,8-9=-919/579 BOT CHORD 14-15=-614/974,12-14=-973/1589,10-12=-973/1589 WEBS 3-14=-159/294,4-14=-249/355,5-14=-544/301,5-12=-130/258,5-10=-450/295, 7-1 0=-367/199,8-1 0=-901/1383,3-15=-12821771 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;end vertical right exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Lee,Julius, PE 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) using a Digital Signature. 9=642,15=732. Printed copies of this 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848270 J42971 B03G HALF HIP GIRDER 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:32 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-bP851 LT317p4?eOr4pMn 1 x8V9kOkdNAi?DzGol yN Ivz 3-6 4 6-6-0 12-1-6 17-7-0 23-0-10 ,24-3-6, 28-10-0 3-6-4 2-11-12 5-7-6 5-5-10 5-5-10 1-2-12 4-6-10 Scale=1:48.7 4x8= 1x4 II 3x8= 3x4= 1x4 II 3x8= 6.00 12 3 19 20 4 21 22 2324 25 5 26 6 27 287 29 30 31 8 3x8 2 17-1 M *15 14 32 33 1334 35 12 11 36 37 3810 39 40 41 9* 3x4= 3x6 II 5x5= 5x10= 1x4 5x10= 3x6 II 4x4= 1-6-01-11 6-6-0 12-1-6 17-7-0 23-0-1 1-2-120 24-3-6, 28-10-0 1-6-0 0 4-0 4-8-0 5-7-6 5-5-10 5-5-10 4-6-10 Plate Offsets(X,Y)-- [3:0-54,0-2-0],[13:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.27 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.32 11-13 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.87 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:156 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-3-15 oc bracing. 8-9,2-15:2x6 SP No.3 WEBS 1 Row at midpt 8-10 REACTIONS. (size) 9=0-8-0,15=0-8-0 Max Horz 15=151(LC 24) Max Uplift 9=-961(LC 8),15=-988(LC 8) Max Grav 9=1506(LC 32),15=1514(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2021/1286,34=-2873/1900,4-5=-2873/1900,5-7=-2048/1353,7-8=-2048/1353, 8-9=-1405/918 BOT CHORD 13-14=-1080/1797,11-13=-1834/2946,10-11=-1834/2946 WEBS 2-14=-1053/1764,3-13=-838/1344,4-13=473/313,5-11=-94/308,5-10=-1052/677, 7-10=-464/313,8-10=-1477/2295,2-15=-1418/892 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;end vertical right exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. This Item has been 5)Plates checked for a plus or minus 0 degree rotation about its center. electronically signed and 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Lee,Julius, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed COp12S Of this 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=961,15=988. document are not considered 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)194 lb down and 178 lb up at signed and sealed and the 6-6-0,100 Ib down and 92 lb up at 8-6-12,100 lb down and 92 lb up at 10-6-12,100 lb down and 92 lb up at 12-6-12,100 lb down signature must be verified and 92 lb up at 14-6-12,100 lb down and 92 lb up at 16-6-12,100 lb down and 92 lb up at 18-6-12,100 lb down and 92 lb up at on any electronic copies. 20-6-12,100 lb down and 92 lb up at 22-6-12,100 lb down and 92 lb up at 24-6-12,and 100 lb down and 92 Ib up at 26-6-12,and 93 lb down and 88 lb up at 28-1-4 on top chord,and 215 lb down and 91 lb up at 6-6-0,69 lb down at 8-6-12,69 lb down at Julius Lee PE No.34869 10-6-12,69 lb down at 12-6-12,69 lb down at 14-6-12,69 lb down at 16-6-12,69 lb down at 18-6-12,69 lb down at 20-6-12,69 lb MiTek USA,Inc.FL Cert 6634 down at 22-6-12,69 lb down at 24-6-12,and 69 lb down at 26-6-12,and 64 lb down at 28-1-4 on bottom chord. The 6904 Parke East Blvd.Tampa FL 33610 design/selection of such connection device(s)is the responsibility of others. Date: 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). November 2,2021 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 Southrn City Dev. T25848270 J42971 B03G HALF HIP GIRDER 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:32 2021 Page 2 I D:t1 oFhOKQCOfU_zK7LGKrivydgkg-bP851 LT317p4?eOr4pMn 1 x8V9kOkdNAi?DzGol yN Ivz LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-8=-54,9-16=-20 Concentrated Loads(lb) Vert:3=-67(B)14=-49(B)12=-20(B)19=-49(B)20=-49(B)21=-49(B)23=-49(B)25=-49(B)26=-49(B)27=-49(B)28=-49(B)29=-49(B)30=-49(B)31=-63(B) 32=-20(B)33=-20(B)34=-20(B)35=-20(B)36=-20(B)37=-20(B)38=-20(B)39=-20(B)40=-20(B)41=-25(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 Southrn City Dev. T25848271 J42971 B04 HALF HIP 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:33 2021 Page 1 ID:tloFhOKQCOfU_zK7LGKdvydgkg-3bhTEhUh3QxxdozleXtOa9gnB8TOMzlsEtjpLTyNIvy 6-1-3 11-5-1 12-6-0 13-10-0 15-3-8 6-1-3 5-3-14 1-0-15 1-4-0 1-5-8 6.00 F12 4x4// 3x6= Scale=1:38.7 5 6 3x4 i 4 3x4 i T T 3 u M n co 3x8 2 e s O 1 x ll 2xa II Y t e c 12 11 10 1x4 II 9 13 3x4= 3x4= 2x4 11 4x8= 2x4 11 1-6-0 1 10 0 6-1-3 12-6-0 13-1%0 15-3-8 1-6-0 0-4- 4-3-3 6 4-13 1-4-0 1-5-8 Plate Offsets(X,Y)-- [8:0-2-12,0-2-0] 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 0.30 Vert(LL) 0.06 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.07 10-12 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:111 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:8-10 6-7,2-13:2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-5-8,13=0-8-0 Max Horz 13=262(LC 5) Max Uplift 7=-315(LC 8),13=-395(LC 8) Max Grav 7=521(LC 1),13=639(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-602/365,3-5=-344/191,6-7=-476/288 WEBS 3-8=-279/277,2-12=-313/566,2-13=-556/326,6-8=-294/487,8-12=-311/475 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;end vertical right exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is This item has been the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Plates checked for a plus or minus 0 degree rotation about its center. electronically signed and 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Lee,Julius, PE 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. Printed COp12S Of this 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=315,13=395. document are not Considered 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum signed and sealed and the sheetrock be applied directly to the bottom chord. Signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848272 J42971 B05 HALF HIP 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:34 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-XoFrS 1 VJgk3oEyYDBEOF6MDyPYpW5Qk?SXSMtwyN Ivx 13-9-8 6-3-12 12-4-0 13-O-Q 6-3-12 6-0-4 -8-0 0-9-8 6.00 12 4x6 Scale=1:43.7 2x4 I I 5 4 4x4 3 3x4 i w 2 3x8 1 1 2x4*I I e 10 9 8 11e 2x4 11 4x8— 2x4 11 6-3-12 12-4-0 13-9-8 6-3-12 6-0-4 Plate Offsets(X,Y)-- [3:0-2-0,Edge],[7:0-2-0,0-2-0] 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 0.27 Vert(LL) 0.05 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.07 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:115 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 10-0-0 oc bracing:7-9 WEBS 2x4 SP No.3*Except* 5-6,1-11:2x6 SP No.3 REACTIONS. (size) 6=0-5-8,11=0-8-0 Max Horz 11=313(LC 5) Max Uplift 6=-331(LC 8),11=-303(LC 8) Max Grav 6=515(LC 1),11=495(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-596/342,2-4=-262/133,5-6=-434/312,1-11=-431/241 BOT CHORD 10-11=-327/246 WEBS 7-10=-279/421,2-7=-375/331,5-7=-342/485,1-10=-98/311 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. This Item has been 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Lee,Julius, PE will fit between the bottom chord and any other members. using a Digital Signature. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Printed CO 12S Of this 6=331,11=303. p 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum document are not considered sheetrock be applied directly to the bottom chord. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848273 J42971 C01 ATTIC 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:35 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-?_pEfN Wxb2Bfs57QlywUfal?ky4MgrA9hBCwPMyN Ivw 4-6-14 8-0-4 10-3-3 11-3-8 12-2-0 13-0-8 t1 0-13 16-3-12 19-9-2 22-6-0 24 4 4-6-14 3-5-6 2-2-15 1-0-5 0-10-8 0-10-8 1-0-5 2-2-15 3-5-6 2-8-14 1-10-0 Scale=1:41.8 46= 6.00 12 2x4= 6 2x4= 5 7 5x5 5x5 4 8 4x6 i 46 3 0 9 2x4 11 2x4 11 2 10 1 8-0-0 11 LC Iv 16 15 14 13 *17 3x6= 3x4= 3x4= 3x4= 3x4= @ 12 3x4= 3x4= 3x6= 1-6-0 1 10 0 8-0-4 16-3-12 22-" 22 1 -0 24-4-0 M. 0-4- 6-2-4 8-3-8 6-2-4 0-4- 1-6-0 Plate Offsets(X,Y)-- [6:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.37 14-15 >663 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.57 14-15 >432 180 BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Attic -0.30 14-15 334 360 Weight:125 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 1-4,8-11:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2*Except* 13-16:2x4 SP M 31 WEBS 2x4 SP No.3*Except* 5-7:2x4 SP No.2,2-17,10-12:2x6 SP No.3 REACTIONS. (size) 17=0-8-0,12=0-8-0 Max Horz 17=-164(LC 6) Max Uplift 17=-218(LC 8),12=-166(LC 8) Max Grav 17=1124(LC 14),12=1124(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-1421/122,4-5=-1202/152,5-6=-183/962,6-7=-184/962,7-8=-1202/151, 8-9=-1421/124 BOT CHORD 15-17=-65/1211,14-15=0/1234,12-14=-80/1089 WEBS 8-14=0/405,9-14=-60/254,4-15=0/405,3-15=-59/254,5-7=-2230/400,3-17=-1520/191, 9-12=-1521/158 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;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 This item has been to the use of this truss component. 4)100.0lb AC unit load placed on the top chord,12-2-0 from left end,supported at two points,3-0-0 apart. electronically signed and 5)Plates checked for a plus or minus 0 degree rotation about its center. Sealed by Lee,Julius, PE 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members. 8)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-7 document are not considered 9)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-15 signed and sealed and the 10)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signature must be verified 17=218,12=166. On any electronic copies. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Julius Lee PE No.34869 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848274 J42971 CO2 ATTIC 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:36 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-TANctjXZMLKW U FicJfRjBnl84MPXZl LlwrxTxoyN Ivv 4-6-14 8-0-4 10-3-3 11-3-8 12-2-0,13-0-8,14-0-13, 16-3-12 , 19-9-2 , 22-10-0 4-6-14 3-5-6 2-2-15 1-0-5 0-10-80-10-8 1-0-5 2-2-15 3-5-6 3-0-14 Scale=1:41.0 4x6= 6.00 12 2x4= 6 2x4= 5 7 5x5 5x5 4 8 4x6 4x6 3 9 2x4 11 2x4 11 10 2 ��}}1 8-0-0 m ql 0 e@ a 15 14 13 12 e Q 163x6= 11 3x4= 3x4= 3x4= 3x4= 4x4= 3x6= 1-6-0 1 10 0 8-0 4 16-3-12 22-10-0 1 6-0 0-4- 6-24 8-3-8 6-6-4 Plate Offsets(X,Y)-- [6:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.38 13-14 >659 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.58 13-14 >430 180 BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Attic -0.30 13-14 331 360 Weight:121 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4,8-10:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2*Except* 12-15:2x4 SP M 31 WEBS 2x4 SP No.3*Except* 5-7:2x4 SP No.2,2-16,10-11:2x6 SP No.3 REACTIONS. (size) 16=0-8-0,11=0-8-0 Max Horz 16=181(LC 7) Max Uplift 16=-220(LC 8),11=-125(LC 8) Max Grav 16=1133(LC 14),11=1020(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-1444/127,4-5=-1225/157,5-6=-189/986,6-7=-191/994,7-8=-1219/155, 8-9=-1450/132 BOT CHORD 14-16=-72/1220,13-14=0/1253,11-13=-104/1156 WEBS 3-14=-53/267,4-14=0/406,8-13=0/423,5-7=-2284/413,3-16=-1537/194, 9-11=-1467/139 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;end vertical right exposed;Lumber DOL=1.60 plate grip DOL=1.60 This item has been 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. electronically signed and 4)100.01b AC unit load placed on the top chord,12-2-0 from left end,supported at two points,3-0-0 apart. sealed by Lee,Julius, PE 5)Plates checked for a plus or minus 0 degree rotation about its center. using a Digital Signature. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COp12S Of this 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. document are not considered 8)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-7 signed and sealed and the 9)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 signature must be verified 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) on any electronic copies. 16=220,11=125. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Julius Lee PE No.34869 sheetrock be applied directly to the bottom chord. MiTek USA,Inc.FL Cert 6634 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848275 J42971 CO3 ATTIC 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:37 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-xNx_42XC7fSN5PHotMyyk?rK?IlbllcR9Vh 1 U FyN Ivu 4-6-14 8-0-4 10-3-3 11-3-8 12-2-0 13-5-01 I-0-13 16-3-12 19-9-2 22-9-8 4-6-14 3-5-6 2-2-15 1-0-5 0-10-8 1-3-0 -7-1 2-2-15 3-5-6 3-0-6 Scale=1:40.9 4x6= 6.00 12 2x4= 6 2x4= 5 7 5x5 5x5 4 8 4x6 4x6 3 00 9 2x4 2x4 11 10 2 1 8-0-0 0 e Q 15 14 13 12 e 16 3x6= 11 3x4= 4x4= 3x4= 3x4= 4x4= 3x6= 1-6-0 1 10 0 8-0-4 16-3-12 22-9-8 1-6-0 0-4- 6-2-4 8-3-8 6-5-12 Plate Offsets(X,Y)-- [6:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.38 13-14 >657 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.58 13-14 >429 180 BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Attic -0.30 13-14 330 360 Weight:120 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 8-10,1-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2*Except* 12-15:2x4 SP M 31 WEBS 2x4 SP No.3*Except* 5-7:2x4 SP No.2,2-16,10-11:2x6 SP No.3 REACTIONS. (size) 16=0-8-0,11=0-7-8 Max Horz 16=181(LC 7) Max Uplift 16=-220(LC 8),11=-125(LC 8) Max Grav 16=1131(LC 14),11=1019(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-1439/126,4-5=-1221/157,5-6=-188/980,6-7=-191/987,7-8=-1215/154, 8-9=-1444/131 BOT CHORD 14-16=-72/1217,13-14=0/1249,11-13=-102/1139 WEBS 3-14=-54/265,4-14=0/406,8-13=0/419,5-7=-2273/411,3-16=-1533/194, 9-11=-1462/139 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;end vertical right exposed;Lumber DOL=1.60 plate grip DOL=1.60 This item has been 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. electronically signed and 4)100.01b AC unit load placed on the top chord,12-2-0 from left end,supported at two points,3-0-0 apart. sealed by Lee,Julius, PE 5)Plates checked for a plus or minus 0 degree rotation about its center. using a Digital Signature. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COp12S Of this 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. document are not considered 8)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-7 signed and sealed and the 9)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 signature must be verified 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) on any electronic copies. 16=220,11=125. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Julius Lee PE No.34869 sheetrock be applied directly to the bottom chord. MiTek USA,Inc.FL Cert 6634 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southm City Dev. T25848276 J42971 C04G COMMON GIRDER 1 Job Reference(optional) East Coast Truss,Ft.Pierce,FL 34946 8.430 s Mar 22 2021 MiTek Industries,Inc. Tue Nov 2 11:31:25 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-sy6ymnwrdN bRT1 al07gzbH2lHmO2Lj89QFh5seyNGAm 4-1-3 4 5 0 6-8-11 8-3-8 12-2-0 17-7-3 20-2-12 2 -10 22-9-8 4-1-3 0- - 3 2-3-11 1-6-13 3-10-8 5-5-3 2-7-9 -7- 1-11 4 4x4 11 Scale=1:43.6 5 6.00 12 3x4 i 3x4 4 6 4x8 i 4x8 3 7 3x4 11 2x4 8 2 1 ql 1 In 0 e14 13 17 12 18 1119 20 21 10 22 23 e9e 3x4= 6x6= HUS26 5x6= HUS26 HUS26 6x6= 7x8= 7x6= 6x8= HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 1-6-0 1-10 0 6-8-11 12-2-0 17-7-3 22-9-8 1-6-0 0-4- 4-10-11 5-5-5 5-5-3 5-2-5 Plate Offsets(X,Y)-- [9:0-2-8,04-0],[10:0-3-0,0-4-12],[11:0-4-0,04-12],[13:0-3-0,0-4-4],[14:0-3-0,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.13 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.24 10-11 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.67 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:295 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, BOT CHORD 2x6 SP SS except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-11:2x4 SP No.2,2-14:2x6 SP No.3,8-9:2x8 SP No.3 REACTIONS. (size) 14=0-8-0,9=0-7-8 Max Horz 14=182(LC 7) Max Uplift 14=-1733(LC 8),9=-1997(LC 8) Max Grav 14=5313(LC 1),9=6680(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-406/137,2-3=-589/212,3-4=-8325/2651,4-5=-6801/2140,5-6=-6801/2140, 6-7=-8915/2735,7-8=-1425/441,8-9=-787/261 BOT CHORD 1-14=-137/446,13-14=-1744/5638,13-17=-2292/7446,12-17=-2292/7446, 12-18=-2292/7446,11-18=-2292/7446,11-19=-2366/7974,19-20=-2366/7974, 20-21=-2366/7974,10-21=-2366/7974,10-22=-1863/6226,22-23=-1863/6226, 9-23=-1863/6226 WEBS 4-13=-475/1342,4-11=-1704/646,5-11=-1756/5724,6-11=-2595/733,6-10=-555/2231, 2-14=-505/206,7-10=-619/2151,3-13=-674/2225,3-14=-7006/2215,7-9=-6780/2072 NOTES- 1)2-ply truss to be connected together with 1 Old(0.131"xY)nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered 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 This item has been ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. electronically signed and 3)Unbalanced roof live loads have been considered for this design. sealed by Lee,Julius, PE 4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. using a Digital Signature. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;end vertical right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this 5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to document are not considered the use of this truss component. signed and sealed and the 6)Plates checked for a plus or minus 0 degree rotation about its center. signature must be verified 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. On any electronic copies. *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. Julius Lee PE No.34869 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1733 lb uplift at joint 14 and 1997 lb uplift MiTek USA,Inc.FL Cert 6634 at joint 9. 6904 Parke East Blvd.Tampa FL 33610 10) Use USP HUS26(With 14-16d nails into Girder&6-16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 6-6-12 Date: from the left end to 21-5-4 to connect truss(es)A24G(1 ply 2x4 SP),A23(1 ply 2x4 SP),A22(1 ply 2x4 SP),A21 (1 ply 2x4 SP), November 2,2021 A20(1 ply 2x4 SP),At 9(1 ply 2x4 SP),Al(1 ply 2x4 SP),At 7(1 ply 2x4 SP),Al(1 ply 2x4 SP)to back face of bottom chord. 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 Southm City Dev. T25848276 J42971 C04G COMMON GIRDER 1 Job Reference(optional) East Coast Truss,Ft.Pierce,FL 34946 8.430 s Mar 22 2021 MiTek Industries,Inc. Tue Nov 2 11:31:26 2021 Page 2 I D:tl oFhOKQCOfU_ZK7LGKrivydgkg-K8gKz7xTOhjH5A9UZgBC8Vawl AMH4AOJfvRfO2yNGAl NOTES- 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,5-8=-54,1-9=-20 Concentrated Loads(lb) Vert:13=-1573(B)10=-1050(B)17=-1325(B)18=-1041(B)19=-1041(B)20=-1040(B)21=-1041(B)22=-1053(B)23=-1053(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 Southrn City Dev. T25848277 J42971 C05 ATTIC 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:40 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-Myd7i4a4PagyytONYWfMdTgozn Wv6MurTvh4ZyN Ivr 11-2-8 14-1-13 4-6-14 8-0-4 10-2-3 10-6.0 13-1-8 13-10-0 16-3-12 19-9-2 22-6-0 24 4-0 4-6-14 3-5-6 2-1-15 6-3-3 1-11-1 0-8-8 2-1-15 3-5-6 2-8-14 1-10-0 0-8-8 0-3-13 Scale=1:41.7 6.00 12 4.6= 4x6= 5 6 5x5 i 5x5 4 7 4x6 L;?,4x6 M 8 M 3 0 v u� 2x4 2x4 11 2 9 1 8-0-0 10 Iv re o 15 14 13 12 r 16 3x6= 3x4= 3x4= 3x4= 3x4= r 11Q 3x4= 3x4= 3x6= 1-6-0 1 10 0 8-0-4 16-3-12 22-6-0 22 1 -0 24-4-0 1-6-0 I 6-2-4 8-3-8 6-2-4 -4- 1-6-0 Plate Offsets(X,Y)-- [5:0-3-0,0-1-9],[6:0-3-0,0-1-9] 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 0.85 Vert(LL) -0.38 13-14 >649 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.58 13-14 >425 180 BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Attic -0.30 13-14 332 360 Weight:121 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 1-4,7-10:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2*Except* 12-15:2x4 SP M 31 WEBS 2x4 SP No.3*Except* 2-16,9-11:2x6 SP No.3 REACTIONS. (size) 16=0-8-0,11=0-8-0 Max Horz 16=-142(LC 6) Max Uplift 16=-218(LC 8),11=-166(LC 8) Max Grav 16=1127(LC 14),11=1127(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-1409/121,4-5=-1186/148,5-6=-1167/169,6-7=-1186/147,7-8=-1409/123 BOT CHORD 14-16=-66/1203,13-14=0/1216,11-13=-81/1097 WEBS 4-14=0/415,7-13=0/415,3-16=-1536/193,8-11=-1 536/161 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)100.01b AC unit load placed on the top chord,12-2-0 from left end,supported at two points,3-0-0 apart. This item has been 5)Provide adequate drainage to prevent water ponding. 6)Plates checked for a plus or minus 0 degree rotation about its center. electronically signed and 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Lee,Julius, PE 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. Printed copies Of this 9)Ceiling dead load(5.0 psf)on member(s).4-5,5-6,6-7 p 10)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 document are not considered 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signed and sealed and the 16=218,11=166. signature must be verified 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum on any electronic copies. sheetrock be applied directly to the bottom chord. 13)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848278 J42971 C06 HIP 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:41 2021 Page 1 ID:tl oFhOKQCOfU_zK7LGKdvydgkg-g8AVwQaiAuyoaObZ6C0uur?4kNAvEc4137fEdOyN Ivq 4-6-4 8-6-0 15-10-0 19-9-12 22-6-0 24-4-0 4-6-4 3-11-12 7-0-0 3-11-12 2-8-4 1-10-0 Scale=1:40.9 4x8= 4x6= 4 20 21 5 6.00 12 4x6 4x6 3 6 M 2x4 11 2x4 11 2 7 1 8 Iv o ee g , o e13 12 11 10 :9 e 3x4— 3x6— 3x4— 3x4= 3x8— 3x6= 3x4= 1-6-0 1-100 8-6-0 15-10-0 22-6-0 22 1 -024-4-0 1-6-0 0�- 6-8-0 7-4-0 6-8-0 04- 1-6-0 Plate Offsets(X,Y)-- [4:0-5-4,0-2-0] 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 0.52 Vert(LL) -0.04 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.10 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:126 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 4-10 2-13,7-9:2x6 SP No.3 REACTIONS. (size) 13=0-8-0,9=0-8-0 Max Horz 13=-117(LC 6) Max Uplift 13=-317(LC 8),9=-264(LC 8) Max Grav 13=900(LC 1),9=900(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-959/310,4-5=-828/315,5-6=-959/314 BOT CHORD 12-13=-172/733,10-12=-157/828,9-10=-187/707 WEBS 3-13=-944/338,6-9=-944/306 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. electronically Signed and 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) sealed by Lee,Julius, PE 13=317,9=264. using a Digital Signature. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Printed copies of this sheetrock be applied directly to the bottom chord. document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848279 J42971 C07G HIP GIRDER 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:43 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-mXI FL6cyiVCW pKkyDd3M_G5PvAgxiShKXR8LhuyN No 3-6-4 6-6-0 12-2-0 14-0-1 17-10-0 20-9-12 22-6-0 24-4-0 3-6-4 2-11-12 5-8-0 1-10-1 3-9-15 2-11-12 1-8-4 1-10-0 Scale=1:40.9 4x8= 1x4 4x8= 6.00 12 3 20 21 22 4 23 24 25 5 3x8 3x8 c� r 2 6 A 1 7 Ivo eeLug , o *13 12 26 27 11 10 28 29 9 :8 e 3x4— 3x6 11 4x4= 3x8= 3x4= 4x4= 3x6 11 3x4= 1-6-0 1-100 6-6-0 12-2-0 14-0-1 17-10-0 22-6-0 221 -024-4-0 1-6-0 0�- 4-8-0 5-8-0 1-10-1 3-9-15 4-8-0 0�- 1-6-0 Plate Offsets(X,Y)-- [3:0-5-4,0-2-0],[5:0-5-4,0-2-0] 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 0.60 Vert(LL) 0.08 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.14 9-11 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.50 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:123 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-5 oc bracing. WEBS 2x4 SP No.3*Except* 2-13,6-8:2x6 SP No.3 REACTIONS. (size) 13=0-8-0,8=0-8-0 Max Horz 13=-89(LC 23) Max Uplift 13=-601(LC 8),8=-549(LC 8) Max Grav 13=1247(LC 29),8=1247(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1609/749,3-4=-1987/964,4-5=-1987/964,5-6=-1609/757 BOT CHORD 11-12=-591/1438,9-11=-590/1386 WEBS 2-12=-612/1378,3-11=-313/737,4-11=-530/356,5-11=-313/737,6-9=-606/1380, 2-13=-1180/599,6-8=-1179/570 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Lee,Julius, PE 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) using a Digital Signature. 13=601,8=549. Printed copies of this 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)100 lb down and 99 lb up at 6-6-0,100 lb down and 92 lb up at 8-6-12,100 lb down and 92 lb up at 10-6-12,100 lb down and 92 lb up at 12-2-0,100 lb down document are not considered and 92 lb up at 13-9-4,and 100 lb down and 92 lb up at 15-9-4,and 100 Ib down and 99 Ib up at 17-10-0 on top chord,and 198 lb signed and sealed and the down and 160 lb up at 6-6-0,43 lb down at 8-6-12,43 lb down at 10-6-12,43 lb down at 12-2-0,43 lb down at 13-9-4,and 43 lb signature must be verified down at 15-9-4,and 198 lb down and 160 lb up at 17-9-4 on bottom chord. The design/selection of such connection device(s)is on any electronic copies. the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848279 J42971 C07G HIP GIRDER 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:43 2021 Page 2 I D:t1 oFhOKQCOfU_zK7LGKrivydgkg-mXI FL6cyiVCW pKkyDd3M_G5PvAgxiShKXR8LhuyN No LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,5-7=-54,14-17=-20 Concentrated Loads(lb) Vert:3=-49(F)5=-49(F)12=-117(F)11=-20(F)4=-49(F)9=-117(F)20=-49(F)22=-49(F)23=-49(F)25=-49(F)26=-20(F)27=-20(F)28=-20(F)29=-20(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 Southrn City Dev. T25848280 J42971 D01 COMMON 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:44 2021 Page 1 ID:tl oFhOKQCOfU_zK7LGKdvydgkg-EjsdYSdbTpKN RUJ8nLabWTdhFaHl R_OTm5uuDLyN Ivn -1-6-12 4-3-4 8-6-8 1-6-12 4-3-4 4-3-4 Scale=1:22.9 4x4= 3 6.00 12 3x8 3x8 i 4 2x4 11 2 5 lx4 II 6 rn 1 0 o° p. 9 6° 6. 7 1-6-8 10 4x8= 8 2x4 h 2x4 11 2x4 11 -0- 12 4-3-4 7-11-4 8-6-8 0--12 4-3-4 3-8-0 0-7 4 Plate Offsets(X,Y)-- [1:0-2-2,0-0-8] 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 0.18 Vert(LL) 0.01 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:52 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* 4-8,2-10:2x6 SP No.3,5-7:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0,8=0-8-0 Max Horz 10=110(LC 7) Max Uplift 10=-258(LC 8),8=-264(LC 8) Max Grav 10=363(LC 1),8=413(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=-322/217 WEBS 4-8=-330/186 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. This Item has been 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Lee,Julius, PE will fit between the bottom chord and any other members. using a Digital Signature. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Printed CO 12S Of this 10=258,8=264. p 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum document are not considered sheetrock be applied directly to the bottom chord. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848281 J42971 D02G HIP GIRDER 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:45 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-ivQOloeDE6SE3eu LL25g3hArU_d DARdd_IdSmnyN Ivm -1-6-12 2-11-4 5-7-4 7-7-4 8-6-8 10-1-4 1-6-12 2-11-4 2-8-0 2-0-0 0-11 4 1-6-12 Scale=1:22.2 4x8= 4x4= 3 15 4 6.00 12 3x8 3x8 i 5 2x4 M 2 6 N lx4 II 1x4 II rn 7 1 6 6 11 16 10 8 d° p• d° Q• 12 3x4= 3x8= 9 2x4 11 2x4 11 2x4 11 -0- 12 2-11-4 5-7 4 7-7-4 7-11 8-6-8 0- -12 2-11-4 2-8-0 2-0-0 -4- 0-7-4 Plate Offsets(X,Y)-- [1:0-2-2,0-0-8],[3:0-5-4,0-2-0],[7:0-2-2,0-0-8] 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 0.21 Vert(LL) 0.01 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.01 11 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.09 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:57 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 6-8:2x4 SP No.2,2-12,5-9:2x6 SP No.3 10-0-0 oc bracing:10-11. OTHERS 2x4 SP No.3 THIS TRUSS IS NOT SYMMETRIC. REACTIONS. (size) 12=0-8-0,9=0-8-0 PROPER ORIENTATION IS ESSENTIAL. Max Herz 12=-94(LC 6) Max Uplift 12=-334(LC 8),9=-382(LC 8) Max Grav 12=341(LC 17),9=400(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-240/268,2-12=-323/305 BOT CHORD 10-11=-264/257 WEBS 5-10=-255/263,5-9=-316/277 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is This item has been the responsibility of the fabricator to increase plate sizes to account for these factors. electronically signed and 6)Plates checked for a plus or minus 0 degree rotation about its center. sealed by Lee,Julius, PE 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) document are not considered 12=334,9=382. signed and sealed and the 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)175 lb down and 155 lb up at signature must be verified 2-11-4,and 68 lb down and 51 lb up at 4-3-4,and 175 lb down and 155 lb up at 5-7-4 on top chord,and 30 lb down and 44 lb up on any electronic copies. at 2-11-4,and 20 lb down and 8 lb up at 4-3-4,and 30 lb down and 44 lb up at 5-6-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Julius Lee PE No.34869 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: November 2,2021 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 Southrn City Dev. T25848281 J42971 D02G HIP GIRDER 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:45 2021 Page 2 I D:t1 oFhOKQCOfU_zK7LGKrivydgkg-ivQOloeDE6SE3eu LL25g3hArU_d DARdd_IdSmnyN Ivm LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-4=-54,4-6=-54,6-7=-54,8-12=-20 Concentrated Loads(lb) Vert:3=25(F)4=25(F)11=10(F)10=10(F)16=-6(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 Southrn City Dev. T25848282 J42971 MV2 Valley 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:46 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKdvydgkg-A5_Oz7er?Qa5goTXulc3buj3uOzPvvFmDPN?IDyN Ivl 2-0-0 2-0-0 Scale=1:7.8 2 6.00 12 1 3 2x3 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 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:5 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-0,2=2-0-0,3=2-0-0 Max Horz 1=25(LC 8) Max Uplift 1=-9(LC 8),2=-26(LC 8) Max Grav 1=51(LC 1),2=40(LC 13),3=28(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. This item has been electronically signed and sealed by Lee,Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848283 J42971 MV3 Valley 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:47 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKdvydgkg-elYmATfTmkiyly2jST7186FDinlxdMUwS36ZggyN Ivk 2-10-0 2-10-0 Scale=1:9.9 2 2x3 6.00 F12 1 3 2x3 i 2x3 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 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:9 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-10-0,3=2-10-0 Max Horz 1=47(LC 7) Max Uplift 1=-21(LC 8),3=-24(LC 5) Max Grav 1=77(LC 1),3=82(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical 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)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. This item has been electronically signed and sealed by Lee,Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848284 J42971 MV4 Valley 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:49 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-bgfWb9hj ILygXFC6auAmDXLWabyP5G_CvNbfvYyN Ivi 4-0-0 4-0-0 Scale=1:12.8 2 2x3 11 6.00 12 1 3 2x3 i 2x3 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 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:14 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0,3=4-0-0 Max Horz 1=74(LC 5) Max Uplift 1=-33(LC 8),3=-38(LC 5) Max Grav 1=120(LC 1),3=129(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical 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)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. This item has been electronically signed and sealed by Lee,Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848285 J42971 MV5GE Valley 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:50 2021 Page 1 ID:t1 oFhOKQCOfU_zK7LGKdvydgkg-3tDvpVhL3f4X9Pn 17bh?mktff?Kmq EM81 LDRyN Ivh 2-8-4 4-10-0 2-84 2-1-12 Scale=1:13.2 3 2x3 11 3x4 1x4 2 6.00 F12 1 ET 5 4 2x4= 3x4= 1x4 11 2x3 II 1-2-13 2-8-4 4-10-0 1-2-13 1-5-7 2-1-12 Plate Offsets(X,Y)-- [1:0-0-8,0-1-8],[1:0-3-8,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 0.44 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:19 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 4=4-10-0,1=4-10-0,5=4-10-0 Max Horz 1=78(LC 7) Max Uplift 4=-55(LC 8),1=-50(LC 8) Max Grav 4=133(LC 13),1=126(LC 1),5=102(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical 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)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This Item has been 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,1. TRUSS DESIGNED FOR WIND LOADS IN THE PLANE electronically signed and OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND sealed by Lee,,Julius, PE (NORMAL TO THE FACE),SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE,OR CONSULT using a Digital Signature. QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848286 J42971 V4 VALLEY 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:51 2021 Page 1 ID:tl oFhOKQCOfU_zK7LGKdvydgkg-X3n HOri_gyCOnZLUhJCFIyQwd PfiZAUVN h4mzRyN Ivg 2-0-0 4-0-0 2-0-0 2-0-0 2x4— Scale=1:7.7 2 6.00 12 3 1 2x3 i 2x3 4-0-0 4-0-0 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 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:11 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0,3=4-0-0 Max Horz 1=-19(LC 6) Max Uplift 1=-30(LC 8),3=-30(LC 8) Max Grav 1=102(LC 1),3=102(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=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)1,3. This item has been electronically signed and sealed by Lee,Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Southrn City Dev. T25848287 J42971 V8 VALLEY 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:51 2021 Page 1 ID:tl oFhOKQCOfU_zK7LGKdvydgkg-X3n HOri_gyCOnZLUhJCFIyQsfPe2ZA?VNh4mzRyN Ivg 4-0-0 8-0-0 4-0-0 4-0-0 Scale=1:15.1 3x4= 2 6.00 12 3 1 4 2x3 i 1x4 2x3 8-0-0 8-0-0 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 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:25 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0,3=8-0-0,4=8-0-0 Max Horz 1=46(LC 7) Max Uplift 1=-50(LC 8),3=-50(LC 8),4=-49(LC 8) Max Grav 1=125(LC 1),3=125(LC 1),4=250(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=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. This item has been electronically signed and sealed by Lee,Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848288 J42971 ZCJ1 JACK-OPEN 12 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:52 2021 Page 1 I D:MYbm_YPCNUJYxl33sZCkzl yNaJM-?FLfDBjcbGLFOjwh FOjUr9z3_o001dkfbLgJ WtyN Ivf 0-1 1-4 0-11-4 Scale=1:6.9 6.00 F12 2 1 M O (V LL) O 3 2x3= PROVIDE ANCHORAGE,DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX.UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. L 2-1 1-4 0-11-4 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 0.07 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:3 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 2=Mechanical,3=Mechanical Max Horz 2=63(LC 1),3=-63(LC 1) Max Uplift 3=-44(LC 8) Max Grav 3=68(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;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)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. This item has been electronically signed and sealed by Lee,Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848289 J42971 ZCJ1A JACK-OPEN 4 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:53 2021 Page 1 ID:tloFhOKQCOfU_zK7LGKrivydgkg-TSvl RXkELaT5OtVtpjEjONVBsCLpl4zoq_Zt2JyNlve -1-6-12 0-10-8 1-6-12 0-10-8 Scale=1:9.9 3 2x3 6.00 12 2 0 M V 1x4 II `� 0 1 4 0° 0° Q° 5 2x3 0-10-8 0-10-8 Plate Offsets(X,Y)-- [1:0-2-2,0-0-8] 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 0.32 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MR Weight:9 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-10-8 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x6 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 5=0-8-0,3=Mechanical,4=Mechanical Max Horz 5=84(LC 8) Max Uplift 5=-155(LC 8),3=-68(LC 1),4=-46(LC 1) Max Grav 5=257(LC 1),3=44(LC 8),4=17(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 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. This Item has been 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)3,4 except Qt=lb) electronically signed and 5=155. sealed by Lee,Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848290 J42971 ZCJ3 JACK-OPEN 12 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:53 2021 Page 1 ID:tloFhOKQCOfU_zK7LGKrivydgkg-TSvl RXkELaT5OtVtpjEjONVCWCJB14goq_Zt2JyNlve 2-11-4 2-11-4 Scale:1"=1' 3 6.00 12 2x3 Io 2 M O) N 1 4 2x3 2x3 5 2-2-0 2-11-4 2-2-0 0-9 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 0.21 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:11 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical,4=Mechanical,5=0-8-0 Max Horz 5=52(LC 8) Max Uplift 3=-32(LC 3),4=-51(LC 1),5=-139(LC 8) Max Grav 3=8(LC 4),4=25(LC 8),5=294(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except Qt=lb) 5=139. This item has been electronically signed and sealed by Lee,Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848291 J42971 ZCJ5 JACK-OPEN 10 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:54 2021 Page 1 ID:tl oFhOKQCOfU_zK7LGKdvydgkg-xeTPetks6tbyeO43M Rlywa2M WcflmXgy3eJQamyN Ivd 4-11-4 4-11-4 Scale=1:16.9 3 Io 6.00 12 2x3 11 n 2 N °' i N N 1 4 d° 2x3= p° 0° 5 2x3 11 1-6-0 1-10-0, 4-11-4 1-6-0 0 4-0 3-1 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 0.26 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:18 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical,4=Mechanical,5=0-8-0 Max Horz 5=88(LC 8) Max Uplift 3=-48(LC 8),5=-111(LC 8) Max Grav 3=71(LC 13),4=42(LC 3),5=289(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) 5his truss This item has been 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. electronically signed and sealed by Lee,Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848292 J42971 ZCJ5T JACK-OPEN 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:55 2021 Page 1 ID:tl oFhOKQCOfU_zK7LGKrivydgkg-Pq 1 osClUtBjpGAfGw8GBToaYbOyiV_25HI2_6CyN Ivc 4-2-0 4 11 4 4-2-0 Scale=1:16.9 3 6.00 12 N 2 4 N 3x = 1x4 4 O 1 0-6-0 0 A 5 2x3= p° lx4 11 0° 6 2x3 11 1-6-0 1-10-0, 3-8-0 1-6-0 0 4-0 1-10-0 Plate Offsets(X,Y)-- [2:0-2-10,0-14] 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 0.24 Vert(LL) -0.05 5 >696 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.09 5 >412 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:22 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical,4=Mechanical,6=0-8-0 Max Horz 6=88(LC 8) Max Uplift 3=-47(LC 8),6=-103(LC 8) Max Grav 3=82(LC 13),4=61(LC 3),6=318(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) This item has been 6=103. electronically signed and 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sealed by Lee,Julius, PE sheetrock be applied directly to the bottom chord. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848293 J42971 ZEJ3 JACK-OPEN 3 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:56 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-u 1 aA3Ym6eVrgtKESUsoQ??7i6QMBERj EWyoXfeyN Ivb -1-6-12 2-11-4 1-6-12 2-114 Scale=1:15.1 3 6.00 F12 2x4 M 6 2 c5 O N 1x4 II 1 4 4° 5 2x3 2-11-4 2-11-4 Plate Offsets(X,Y)-- [1:0-2-2,0-0-8] 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 0.32 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MR Weight:16 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x6 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical,5=0-8-0,4=Mechanical Max Horz 5=121(LC 8) Max Uplift 3=-44(LC 8),5=-141(LC 8),4=-27(LC 4) Max Grav 3=54(LC 13),5=227(LC 1),4=53(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 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. This Item has been 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)3,4 except Qt=lb) electronically signed and 5=141. sealed by Lee,Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848294 J42971 ZEJ7 JACK-OPEN 47 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:56 2021 Page 1 I D:t1 oFhOKQCOfU_zK7LGKdvydgkg-u 1 aA3Ym6eVrgtKESUsoQ??7hZQKd ER9EWyoXfeyN Ivb 6-6-0 6-6-0 Scale=1:22.1 3 6.00 12 M n 2x3 N r� 2 1 c! v° 6° p• 2x3 6°= 5 4 2x3 11 1-6-0 10- 6-6-0 1-6-0 -4- 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:22 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical,4=Mechanical,5=0-8-0 Max Horz 5=117(LC 8) Max Uplift 3=-77(LC 8),5=-114(LC 8) Max Grav 3=118(LC 13),4=76(LC 3),5=333(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-261/169 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) This item has been 5=114. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum electronically signed and sheetrock be applied directly to the bottom chord. Sealed by Lee,Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848295 J42971 ZEJ7T JACK-OPEN 5 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:57 2021 Page 1 I D:t1 oFhOKQCOfU_zK7LGKdvydgkg-MD8YHunl PozXVUpe2ZJfYDgrlpdpzuSOIcX4B4yN Iva 4-2-0 6-6-0 4-2-0 2-4-0 Scale=1:22.1 3 6.00 12 M N m N M 2 3x = 1 x4 0 q 1 0_6_0 0 LLJ ci 6° 6° 1 x4 5 2x3= o 6 2x3 11 1-6-0 10- 3-8-0 1-6-0 4- 1-10-0 Plate Offsets(X,Y)-- [2:0-2-10,0-1-4] 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 0.42 Vert(LL) -0.10 5 >540 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.16 5 >348 180 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:27 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical,4=Mechanical,6=0-8-0 Max Horz 6=117(LC 8) Max Uplift 3=-85(LC 8),6=-104(LC 8) Max Grav 3=131(LC 13),4=92(LC 3),6=368(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-6=-271/107 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 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. This Item has been 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)3 except Qt=lb) electronically signed and 6=104. sealed by Lee,Julius, PE 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum using a Digital Signature. sheetrock be applied directly to the bottom chord. Printed copies Of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848296 J42971 ZHJ3 DIAGONAL HIP GIRDER 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:58 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-gPiwUEoNA6507eOrbHqu5QCYPD1 FiLjX_GHejXyN IvZ -2-2-8 4-1-2 2-2-8 4-1-2 Scale=1:14.9 3 4.24 12 8 3x6 2 lx4 II 1 9 5 4 3x3= 0 1- 6 2x3 4-1-2 4-1-2 Plate Offsets(X,Y)-- [1:0-2-2,0-0-8] 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 0.70 Vert(LL) 0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.02 5-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.03 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:25 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-5:2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-10-15,3=Mechanical,4=Mechanical Max Horz 6=119(LC 8) Max Uplift 6=-288(LC 8),3=-46(LC 5),4=-71(LC 8) Max Grav 6=266(LC 28),3=69(LC 28),4=55(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-254/220 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 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. electronically signed and 7)Refer to girder(s)for truss to truss connections. Sealed by Lee,,Julius, PE 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except Qt=lb) using a Digital Signature. 6=288. Printed copies of this 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 lb down and 144 lb up at 1-3-15,and 96 lb down and 144 lb up at 1-3-15 on top chord,and 42 lb down and 74 lb up at 1-3-15,and 42 lb down and 74 lb up document are not considered at 1-3-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Signed and Sealed and the 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Signature must be verified LOAD CASE(S) Standard on any electronic copies. 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Julius Lee PE No.34869 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-2=-54,2-3=-54,4-6=-20 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848296 J42971 ZHJ3 DIAGONAL HIP GIRDER 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:58 2021 Page 2 I D:tl oFhOKQCOfU_ZK7LGKrivydgkg-gPiwUEoNA6507eOrbHqu5QCyfD1 FiLjX_GHejXyN IvZ LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:8=74(F=37,13=37)9=72(F=36,13=36) 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 Southrn City Dev. T25848297 J42971 ZHJ7 DIAGONAL HIP GIRDER 5 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:59 2021 Page 1 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-IcG Ihao?xQDFkoz19_L7delCpdLPRnshCwOBFzyN IvY 4-9-5 5-4-10 9-1-9 4-9-5 0-7-5 3-8-15 4 Scale=1:21.6 4.24 12 12 4x6 3 11 a 2x3 11 A 2 A 1 13 14 15 6 2x4= 2x3 7 5 3x6= 2-1-1 2-6-12 5-4-10 9-1-9 2-1-1 0-5-10 2-9-15 3-8-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:40 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except` 2-7:2x6 SP No.3 REACTIONS. (size) 4=Mechanical,5=Mechanical,7=0-11-5 Max Herz 7=116(LC 8) Max Uplift 4=-52(LC 8),5=-63(LC 8),7=-328(LC 8) Max Grav 4=94(LC 17),5=121(LC 28),7=462(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-173/339,2-3=-140/347 BOT CHORD 1-7=-293/173 WEBS 3-7=-398/183 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 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 This item has been will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. electronically signed and 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except Qt=lb) sealed by Lee,Julius, PE 7=328. using a Digital Signature. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)55 lb down and 106 lb up at Printed copies of this 4-2-15,55 lb down and 106 lb up at 4-2-15,and 85 lb down and 69 lb up at 7-0-14,and 85 lb down and 69 lb up at 7-0-14 on top chord,and 40 lb down and 58 lb up at 1-4-15,40 lb down and 58 lb up at 1-4-15,16 lb down and 79 lb up at 4-2-15,16 lb down document are not considered and 79 lb up at 4-2-15,and 22 lb down and 6 lb up at 7-0-14,and 22 lb down and 6 lb up at 7-0-14 on bottom chord. The signed and sealed and the design/selection of such connection device(s)is the responsibility of others. Signature must be verified 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). On any electronic copies. LOAD CASE(S) Standard Julius Lee PE No.34869 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-4=-54,5-8=-20 Date: November 2,2021 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 Southrn City Dev. T25848297 J42971 ZHJ7 DIAGONAL HIP GIRDER 5 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:24:59 2021 Page 2 I D:tl oFhOKQCOfU_zK7LGKrivydgkg-IcG Ihao?xQDFkoz19_L7delCpdLPRnshCwOBFzyN IVY LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:11=75(F=38,13=38)13=-80(F=-40,B=-40)14=95(F=48,B=48)15=8(F=4,B=4) 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 Southrn City Dev. T25848298 J42971 ZHJ9T DIAGONAL HIP GIRDER 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:25:00 2021 Page 1 ID:t1 oFhOKQCOfU_zK7LGKdvydgkg-moggvwpdijL6MxXDjisMArIKB1 g HAFmgRamloPyN IvX 5-0-12 6-11-3 , 9-1-9 5-0-12 1-10-7 2-2-6 3 Scale=1:21.8 4.24 12 13 v N 12 N A 2 x = 5 16 1x4 17 0 14 1 1 15 7 6 2x4 8 1x4 112x3 11 2-1-1 2-6-12, 5-0-12 2-1-1 0-5-10 2-6-0 Plate Offsets(X,Y)-- [2:0-3-12,0-1-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.14 6 >568 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.19 6 >414 180 BCLL 0.0 * Rep Stress Incr NO WB 0.06 Horz(CT) 0.07 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:35 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical,4=Mechanical,8=0-11-5 Max Horz 8=116(LC 8) Max Uplift 3=-102(LC 8),4=-1(LC 8),8=-310(LC 8) Max Grav 3=167(LC 28),4=109(LC 3),8=515(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=-431/279 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=57ft;L=37ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 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. This Item has been 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)4 except(jt=lb) electronically signed and 3=102,8=310. sealed by Lee,Julius, PE 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)55 lb down and 106 lb up at using a Digital Signature. 4-2-15,55 lb down and 106 lb up at 4-2-15,and 103 lb down and 70 lb up at 7-0-14,and 103 lb down and 70 lb up at 7-0-14 on top Printed copies of this chord,and 40 lb down and 58 lb up at 1-5-0,40 lb down and 58 lb up at 1-4-15,16 lb down and 79 lb up at 4-2-15,16 lb down and p 79 lb up at 4-2-15,and 22 lb down at 7-0-14,and 22 lb down at 7-0-14 on bottom chord. The design/selection of such connection document are not considered device(s)is the responsibility of others. signed and sealed and the 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Signature must be Verified LOAD CASE(S) Standard on any electronic copies. 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Julius Lee PE No.34869 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-3=-54,6-9=-20,2-4=-20 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2021 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 Southrn City Dev. T25848298 J42971 ZHJ9T DIAGONAL HIP GIRDER 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Nov 2 07:25:00 2021 Page 2 ID:tl oFhOKQCOfU_ZK7LGKdvydgkg-moggvwpdijL6MxXDjisMArIKB1 g HAFmgRamloPyN IvX LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:12=75(F=38,13=38)13=-1(F=-1,B=-1)14=-80(F=-40,B=-40)15=95(F=48,B=48)17=-4(F=-2,B=-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 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 -v y' �G m .0 N .fl •jA 0 m 7< Z m Za RI cl c� ID 9 N CD N A CD CD N ro CD ► w n_ -4 � �•N 7 Z 3 p 3 N < n tD� O O CD C'-- -0 a OHO (D �a �,,, O•�6 O �OO n 7 G CD r i hn' N d 4 N �„j tD �p..• p N 4 a;N CD O G i•^ Q'O CD N r O N 3 6 n 7 O N S N 7 O 3 �N 77nN N ZGO C: a nCr" N �r'N� �: tD �-�O. � 33 � v n n.•f0 } CD N. O "' tD G..a "Y •O C) CD C _.. N ),4 N D G",0 CN, N, Rro 7 �•N O• CND NAG 0 � tD N � O�e.CD Np O� X !Z 61 Q N 1 (D N Ni �1 a O".gyp O D=�.. 5.0 r"7„ ••c 00 n '�3°"QG•-Na OitOO°'.. °^�a Z C0S N. 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