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Home My WebLink AboutREVIEWED Roof Trusses L 10 L a6ed <-------------------- /�dOO lVAO&+jV L 10 L aBed 0 g C:) 7,8 0 P J, < T .6 a. X. 9 0 0 0 3!f (9 Z 0 C) o x [o� <m C) ol > h H. Ap! < Ha w CC,>,COM ai 0 !n6 ;. 1 —9 -�& lw~ Ow ci 0 �m C:) z fiF,q a: Cl) g< w WOMO�Qz 0, ir 0(00�(0) X 011 5� -I, =�< 0 QH 0 0< OWOX32::.)�w — 0— — .5 < -M< CIRO 00ow E Visvi It HAisvw E :7 —= �t; E C- N-- fz 7, < > sin El D J ;n J2 IZZ ;z 6 < co Lu Cl 0 0 CL Q 2 0 v :) t:j 2 C... =-0 *C� C'j a a ri f�. cn C) m C-) L—d 0 C) C) Aga Woz woo croz—0-- croz sroz Groz skew IL.6 j Lr3z Lr�iz -�2 J�j Lr3Z z .0.9 '..O.X%0, ..0 A ..OZ Oz Oz A - .io ..O.e'..oz�?,Zi"0 ..O.s 0. Lr3Z — "0' CL Lrw—� Lr3Z z zz -it. Lr3Z Ix jai Lr32 Lr3Z —4— (L "Wr3,— Lrzlz U) Lr3Z LrAz D z UM 0 Lf3Z EF Lr3Z—�kl groz groz fro NEfOZ z < woz troz Z 2 "o O q q < < < . 8 0 < N N z ..O.LC 0 ..O.9v Z W U) 2�w :� Qw 10 W' 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: J41631 - Caruso Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: AJT Construction Consulting Project Name: Caruso Model: . Tampa, FL 3361 0-41 1 5 Lot/Block: . Subdivision: . Address: 4805 Watersong Way, . City: Ft. 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: 55.0 psf Floor Load: N/A psf This package includes 19 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 1 T24108576 A01 G 5/25/21 2 T24108577 A02 5/25/21 3 T2410857 A03 5/25/21 4 T24108579 A04 5/25/21 DESIGNED USING MWFRS PER EOR. 5 T24108580 A05 5/25/21 TYPICAL FOR ALL ROOF TRUSSES 6 T24108581 A06 5/25/21 IN THIS JOB. 7 T24108582 A07 5/25/21 8 T24108583 A08 5/25/21 9 T24108584 A09 5/25/21 10 T24108585 A10 5/25/21 11 T24108586 All 5/25/21 12 T24108587 Al2 5/25/21 13 T24108588 Al3G 5/25/21 14 T24108589 ZCJ1 5/25/21 15 T24108590 ZCJ3 5/25/21 16 T24108591 ZCJ5 5/25/21 17 T24108592 ZEJ7 5/25/21 18 T24108593 ZEJ7A 5/25/21 19 T24108594 ZHJ7 5/25/21 The truss drawing(s)referenced above have been prepared by MiTek USA, Inc. ,`��i,i, under my direct supervision based on the parameters `�%%% �v1-IUS LF� i�� provided by East Coast Truss. :.��C E N� Truss Design Engineer's Name: Lee, Julius No 3 9 My license renewal date for the state of Florida is February 28,2023. .: IMPORTANT NOTE:The seal on these truss component designs is a certification STATE OF that the engineer named is licensed in the jurisdiction(s)identified and that the -Q !(� designs comply with ANSI/TPI 1. These designs are based upon parameters �i�T�'•�� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were i��s , O R 1 G``� given to MiTek or TRENCO. Any project specific information included is for MiTek's or �j s/ �� % TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, Julius Lee PE No.34869 the building designer should verify applicability of design parameters and properly MiTek USA,Inc.FL Cart 6634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 Lee,Julius 1 of 1 Job Truss Truss Type Qty Ply Caruso Residence T24108576 J41631 A01G Hip Girder 1 1 Job[ o tional East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2621 MiTek Industries,Inc. Tue May 2510:54:53 2021 Page 1 ID:18Jm96y5NufXfoWZnOSlr8zXmPj-m5PkzACoRE8J4F36zKLuHGgfTsZ9kvLbKJ 1 u9ezD_6m l 2-1-10 7-01 12-9-15 18-6-1 24-4-0 29-2-6 37-4-0 59-15 58-3 59-15 4-10-0 2-1-10 Scale=1:53.5 3x4= 4x10= 4x10= tx4 II 4x4= 6.00 12 3 24 25 4 26 27 5 6 28 29 7 4x8 4x8 2 8 N 1 9 b ^off d `17 16 30 31 15 14 32 33 13 12 34 35 11 10 4x4= 3x6 I I 4x10= 4x4= 3x8= 4x10= 3x6 11 4x4= 4x10= 3x4= MWFRS WIND DESIGN METHOD USED EXCLUSIVELY AS SPECIFIED BY ENGINEER OF RECORD. TYPICAL FOR ALL TRUSSES IN THIS JOB. 1-9-10 2-1-0 7-1-0 12-9-15 18-6-1 24-4-0 29-2-6 29-f$31-4-0 1-9-10 4'0 4-10-6 5-9-15 SS-3 5-9-15 4-10-6 O o 1-9-10 Plate Offsets(X,Y)— [1:0-0-13,0-1-5],[3:0-7-0,0-2-0],[6:0-2-0,Edge],[7:0-7-0,0-2-0],[9:0-0-13,0-1-5],[11:0-3-8,0-2-0],[13:0-3-8,0-1-81,[16:0-3-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.25 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.93 Vert(CT) -0.32 13-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MS Weight:169 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 3-14 oc puriins. 3-6,6-7:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-10-10 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3*Except* 2-17,8-10:2x6 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (size) 17=0-8-0,10=0-8-0 Max Horz 17=-165(LC 6) Max Uplift 17=-1478(LC 8),10=-1375(LC 8) Max Grav 17=2505(LC 36),10=2506(LC 37) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3014/1724,3-4=-4147/2500,4-5=-4147/2500,5-7=-4146/2505,7-8=-3013/1743 BOT CHORD 14-16=-1461/2682,13-14=-2333/4180,11-13=-1400/2597 WEBS 2-17=-2445/1443,2-16=-1523/2723,3-16=-467/271,3-14=-1118/1901,4-14=-816/607, 5-13=-830/618,7-13=-1119/1900,7-11=-467/271,8-11=-1 525/2723,8-10=-2445/1396 ,�I11111111/,�� NOTES- ,�� v`IUS 1)Unbalanced roof live loads have been considered for this design. ,� F i4f 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; ,�� ,••'C E N S'••, �i� Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 0� •• V F ••, 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific No 34869 to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. •: 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1478 lb uplift at joint 17 and 1375 lb o •�C/; uplift at joint 10. Te••• � QQ;••��',� 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)352 lb down and 314 lb up at `'s•••0 R�•,• 7-0-0,189 lb down and 168 lb up at 9-0-12,189 lb down and 168 lb up at 11-0-12,189 lb down and 168 lb up at 13-0-12,189 lb I s down and 168 lb up at 15-0-12,189 lb down and 168 lb up at 16-3-4,189 lb down and 168 lb up at 18-3-4,189 lb down and 168 lb �,�O NA ll ; up at 20-3-4,and 189 lb down and 168 lb up at 22-3-4,and 352 lb down and 314 lb up at 24-4-0 on top chord,and 310 Ito down and 207 lb up at 7-0-0,52 lb down and 21 lb up at 9-0-12,52 lb down and 21 lb up at 11-0-12,52 lb down and 21 lb up at 13-0-12, Julius Lee PE No.34869 52 lb down and 21 lb up at 15-0-12,52 lb down and 21 lb up at 16-34,52 lb down and 21 lb up at 18-3-4,52 lb down and 21 lb up MiTek USA,Inc.FL Cart 6634 at 20-3-4,and 52 lb down and 21 lb up at 22-3-4,and 310 lb down and 207 lb up at 24-3-4 on bottom chord. The design/selection 6904 Parke East Blvd.Tampa FL 33610 of such connection device(s)is the responsibility of others. Date: 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). May 25,2021 Continued on page 2 tan ar ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.S119/2020 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 Ie a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 tmsses and truss systems,see ANSI/iPl1 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 Caruso Residence T24108576 J41631 A01G Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:54:53 2021 Page 2 ID:18Jm96y5NufXfoWZnOSlr8zXmPj-m5PkzACoRE8J4F36zKLuHGqfTsZ9kvLbKJ1 u9ezD_6m LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-90,3-7=-90,7-9=-90,18-21=-20 Concentrated Loads(lb) Vert:3=-128(F)7=-128(F)16=-64(F)14=-15(F)4=-81(F)5=-81(F)13=-15(F)11=-64(F)24=-81(F)25=-81(F)26=-81(F)27=-81(F)28=-81(F)29=-81(F)30=-15(F) 31=-15(F)32=-15(F)33=-15(F)34=-15(F)35=-15(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 f� iTek building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iA is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the A fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI117P11 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 Caruso Residence T24108577 J41631 A02 Hip 1 1 Job Reference(optional) East Coast Truss, R.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:54:54 2021 Page 1 ID:18Jm96y5NufXfoWZnOSlr8zXmPj-EHz6AWCQCYGAhPdJX1 t7pUNpUG?8TO4kZzmRh4zD_61 2-1-12 9-0-0 15-8-0 22-4-0 29-2-6 3111 6-10-6 ' 6-8-0 6-8-0 6-10-6 2-1-10 Scale=1:53.5 5x6= 3x8= 4x4= 5x6= 3 4 5 6 6.00 12 i i 3x8 i 3x8 7 .7 2 7 u 8 � 1 N_ [7 •5 14 13 12 11 10 •9: 4x4= 2x4 11 5x8= 3x4 1x4 11 3x4 5x8= 2x4 II 4x4= 1-9-10 2-1-l0 9-0-0 15-8-0 22-4-0 29-2-6 2�-f-6 31-4-0 ' 1-9-10 0 4 0 6-1 0-6 6-8-0 6-8-0 6-10-6 4=0 1-9 10 Plate Offsets(X,Y)— [1:0-0-13,0-1-5],[3:0-3-0,0-2-7],[5:0-2-0,Edge],[6:0-3-0,0-2-7],[8:0-0-13,0-1-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.09 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.56 Vert(CT) -0.18 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight:168 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* 2-15,7-9:2x6 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (size) 15=0-8-0,9=0-8-0 Max Horz 15=-211(LC 6) Max Uplift 15=-742(LC 8),9=-639(LC 8) Max Grav 15=1738(LC 1),9=1738(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1926/717,3-4=-1607/725,4-6=-1607/735,6-7=-1926/728 BOT CHORD 14-15=-190/341,12-14=-635/2099,10-12=-635/2099 WEBS 2-15=-1626/759,2-14=-478/1529,3-14=-38/314,4-14=-721/304,4-10=-722/304, 6-10=-38/315,7-10=-454/1529,7-9=-1626/709 NOTES- `11111111111/1I 1)Unbalanced roof live loads have been considered for this design. '3�IU S [� �I.� 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; `� F s� Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `�� •••�G ENS+'• 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• V F•�•, �� to the use of this truss component. NO 34869 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 742 lb uplift at joint 15 and 639 lb uplift at joint 9. 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 i O 1 Q Q;••��,�� sheetrock be applied directly to the bottom chord. ♦ `' ••••., •R•, �� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51IW2020 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 property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required 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 ANS11rPl1 Quality Criteria,DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available fmm Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Caruso Residence T24108578 J41631 A03 Hip 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 2510:54:56 2021 Page 1 ID:18Jm96y5NufXfo WZnOSlr8zXmPj-Af5sbCEgk9W uxinheSvbuvSCs3bkwHF10HFYmzzD_6j _ -0 15-8-0 20-4-0 255--00-0$ 239-120--06 I 32-111-1-04-10 5- 010 1_2-1-101 310 110F6 4-8-0 0 Scale=1:54.5 6.00 12 4x6= 3x4= 4x6= 5 6 7 3x4 3x4 J 4x6 i 4 8 4x6 3 9 2x4 11 2x4 I m 2 10 m 1 I _ 1 'O �17 16 15 24 25 14 t3 •12 4x4= 3x6= 4x4= 3x8= 3x6= 4x4= 3x8= 4x4= 1-9-102-1-10 11-0-0 20-4-0 29-2-6 25-6-631-4-0 W4�0 B-10-6 9-4-0 8-10-6 -0 1-9�-to Plate Offsets(X,Y)— [1:0-0-13,0-1-5],[11:0-0-13,0-1-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.21 13-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.87 Vert(CT) -0.34 13-16 >962 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-AS Weight:175 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* 2-17,10-12:2x6 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (size) 17=0-8-0,12=0-8-0 Max Horz 17=-257(LC 6) Max Uplift 17=-742(LC 8),12=-639(LC 8) Max Grav 17=1826(LC 13),12=1827(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-5=-1911/726,5-6=-16621714,6-7=-1662/721,7-9=-1911/733 BOT CHORD 16-17=-445/1669,13-16=-465/1831,12-13=-468/1476 WEBS 2-17=-290/227,3-17=1939/784,3-16=-56/293,5-16=-84/455,6-16=-391/212, 6-13=-391/212,7-13=-88/455,9-13=-57/293,9-12=-1940/731,10-12=-289/210 NOTES- `t%J 1111111111, 1)Unbalanced roof live loads have been considered for this design. ��` vL�U`S LF 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; `� Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ♦♦� ,••\G E•N S•• �i� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ♦ •• �. ••• s to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. = No 3486 9 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-M wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 742 lb uplift at joint 17 and 639 lb uplift at joint 12. 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 0 c� Q;•• ♦♦ sheetrock be applied directly to the bottom chord. �i `,` •••4 0 (� •' �♦ ,O N A'S �%. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.511 912 02 0 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 ANS11noll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformatfon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Caruso Residence T24108579 J41631 A04 Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:54:57 2021 Page 1 ID:18Jm96y5NufXfoWZnOSlr8zXmPj2seFpYFJVTelYsMuC9QgR6?MaTt YfpGBFw?51PzD_6i �2-1-10 7-313 13-0-0 18-4-0 24-0-3 29-2-6 31-4-0 ' 2-1-10 5-2-3 5-8-3 5-4-0 5-8-3 5-2-3 2- 11 Scale=1:54.5 6.00 12 4x8= 4x6= 5 6 3x4 3x4 4 7 3x4 i 3x4 3 8 3x8 i 3x8 2 9 •18 17 16 15 25 14 13 12 �11 _ 2x4 11 4x4= 3x4= 3x8=3x4= 4x4= 2x4 11 4x4= 4x4 3x4= 1-9-102-1-10 7-313 13-0-0 18-4-0 24-0-3 i 29-2-6 2�-G-631-0-0 1-9-10 40 5-2-3 5-8-3 14-0 5-8-3 12-3 40 11-91 0 Plate Offsets(X,Y)— fl:0-0-13,0-1-5],[5:0-5-8,0-2-4],[6:0-3-4,0-2-0],[10:0-0-13,0-1-51 LOADING (ps1l) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.08 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.45 Vert(CT) -0.15 15-17 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.60 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-AS Weight:184 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 5-14 2-18,9-11:2x6 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (size) 18=0-8-0,11=0-8-0 Max Horz 18=-303(LC 6) Max Uplift 18=-742(LC 8),11=-639(LC 8) Max Grav 18=1824(LC 13),11=1822(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1964/687,3-5=-1752/726,5-6=-1501/721,6-8=-1745/729,8-9=-1959/706 BOT CHORD 17-18=-302/327,15-17=-460/1869,14-15=-319/1614,12-14=-477/1636 WEBS 2-1 8=-1 6901710,2-17=-570/1710,3-17=-332/205,3-15=-320/173,5-15=-57/400, 6-14=-63/359,8-14=-321/191,8-12=-333/189,9-12=-525/1703,9-11=-1 686/663 NOTES- `J%%J1111/1111 1)Unbalanced roof live loads have been considered for this design. ,% �U 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; %% , Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `%% ,•'�G E N s+*• �i� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• V F•••, to the use of this truss component. 34869 4)Provide adequate d(ainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *:• * " 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. "0 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 742 lb uplift at joint 18 and 639 lb uplift O�,• �441 at joint 11. 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 �i T• Q;•• �� sheetrock be applied directly to the bottom chord. <0 R 1 Cl �N Ai�? Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5l19/2020 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 ANS11TP11 Qualify 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 Caruso Residence T24108580 J41631 A05 Hip 1 1 Job Reference o tional East Coast Truss, R.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:54:58 2021 Page 1 ID:18Jm96y5NufXfoWZnOSlr8zXm Pj-62CdOtGxGmmcAOx4mtx3—KYUJtNJOF7KUakfgrzD_6h 2-1-70 8-4-2 15-0-0 ,11 02-7 1 I 26711-313 29-2-6 6-2-8 2314-0 0 Scale=1:54.5 = 6.00 12 4x6 46= 5 6 r 4 7 3 8 m w 3x8 i 3x8 2 9 1 1{J 0 \p> 1� ,18 17 16 15 14 13 12 �(11 4x4 2x4 11 5x5= 5x5= 2x4 11 4x4= = 1-9-10 2-1-10 8-4-2 15-0-0 16-4-0 22-11-13 29-2-6 2�r}6 -4-0 1-9-10 0+4-0 6-2-8 6-7-13 1-4-0 6-7-13 31 6-2-8 4-0 1-9-10 Plate Offsets(X,Y)— [1:0-0-13,0-1-51,[10:0-0-13,0-1-5) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) -0.11 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.48 Vert(CT) -0.20 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight:183 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* 2-18,9-11:2x6 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (size) 18=0-8-0,11=0-8-0 Max Horz 18=-349(LC 6) Max Uplift 18=-742(LC 8),11=-639(LC 8) Max Grav 18=1738(LC 1),11=1738(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1911/716,3-5=-1565/698,5-6=1274/704,6-8=-15651699,8-9=-1911/730 BOT CHORD 17-18=-326/396,15-17=-469/1701,14-15=-244/1274,12-14=-483/1606 WEBS 2-18=-1623/727,2-17=-552/1643,3-15=-549/273,5-15=-1261337,6-14=-128/337, 8-14=-549/290,9-12=-503/1643,9-11=-1623/679 NOTES- ,1111111111111� 1)Unbalanced roof live loads have been considered for this design. ,�� vL�US 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; ,� Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,�� ••'�G E N S'• �i� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific V F•••, �� to the use of this truss component. N 348 69 4)Provide adequate drainage to prevent water ponding. 5)All plates are 3x4 MT20 unless otherwise indicated. *:• j •: 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 '4 will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 742 lb uplift at joint 18 and 639 lb uplift Q �, at joint 11. • O R` ,�� 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 �``s •••••sheetrock be applied directly to the bottom chord. N AL�?�`%,� 1111111111�` Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/1 912 0 2 0 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 buss 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 Ore fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCS/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 Caruso Residence T24108581 J41631 A06 Common 3 1 Job Reference o tional East Coast Truss, R.Pierce,FL-34946. 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 2510:54:59 2021 Page 1 ID:18Jm96y5NufXfo WZnOSlr8zXmPj-aEm?DDGZ14uToAWGJaSI WX4fgHdx7ioTiEUCNIzD_6g 2-1-10 8-10-13 15-8-0 22-5-3 29-2-6 31-4-0 2-1 16 6-9-3 I 6-9-3 6-9-3 6-9-3 4x6= Scale=1:56.9 6.00 12 5 3x4 3x4 4x6 4 6 4x6 3 7 2x4 II 2x4 11 2 8 Lo Ir; 'o 15 1413 22 23 1211 e10 _ 3x6= 4x6= 3x4= 3x6= 4x4= 4x4 3x4= 4x6= 1-9-102-1-10 11-4-9 19-11-8 29-2-6 2$¢631-0-0 110 9-2-15 8-6-15 9-2-14 ON 0 1-9-70 Plate Offsets(X,Y)-- [1:0-0-13,0-1-5),[9:0-0-13,0-1-5) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.21 11-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.84 Vert(CT) -0.32 11-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:172 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 7-10,3-15 8-10,2-15:2x6 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (size) 10=0-8-0,15=0-8-0 Max Horz 15=-364(LC 6) Max Uplift 10=-639(LC 8),15=-742(LC 8) Max Grav 10=1832(LC 14),15=1832(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-337/134,3-5=-1914/812,5-7=-1914/819,7-8=-335/193 BOT CHORD 14-15=-477/1926,11-14=-228/1406,10-11=-488/1653 WEBS 5-11=-232/751,7-11=-358/317,7-10=-1872/608,8-10=-522/365,5-14=-218/751, 3-14=-358/305,3-15=-1873/671,2-15=-523/379 NOTES- ``%%J1111111j1' 1)Unbalanced roof live loads have been considered for this design. `�� v��U S 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; `� Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `�� ,••�G E•N S'• woe 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• F••• to the use of this truss component. 348 69 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide *:• will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 639 lb uplift at joint 10 and 742 lb uplift at joint 15. 44/ Z. 7)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Q •, �C/ sheetrock be applied directly to the bottom chord. ,; 4.0 R O N A�E 0% Julius Lee PE No.34869 MiTek USA,Inc.FL Cent 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. Design valid for use only with MTek®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 property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required 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 ANSI7rPl1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type City Ply Caruso Residence T24108582 J41631 A07 COMMON 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:55:00 2021 Page 1 ID:18J m96y5NufXfo WZnOSlr8zXm Pj-3RKNRZH BoOOKPK5StIzX31d mch?is8JdxuDm vkzD_6f 2-1-10 8-10-13 158-0 22-5-3 29-2-8 371-0 2- 11 0 6-9-3 6-9-3 6-9-3 6-9-3 2-1-10 5x5= Scale=1:56.9 6.00 FIT 4 6x8 6x8 3 5 2x4 11 2x4 11 2 6 7 � 1 � �] I� 0 13 1211 20 21 109 '8` 5x6= 4x6= 3x4= 5x6= 4x4= 4x4= 3x4= 4x6= 1-&102-.1-10 114-9 19-11-8 29-2-6 246.631-40 1-9-10 OWO 9.2-15 I 8-6-15 9-2-14 0�4-0 1-410 Plate Offsets(X,Y)— [1:0-0-13,0-1-5],[3:0-2-12,0-3-0],[5:0-2-12,0-3-0],[7:0-0-13,0-1-5] LOADING (psf) SPACING- 2-2-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.21 9-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.74 Vert(CT) -0.32 9-12 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.71 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:185 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD 2-0-0 oc purlins(4-9-9 max.) 1-3,5-7:2x4 SP No.2 (Switched from sheeted:Spacing>2-M). BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 8-7-10 oc bracing. 10-11:2x4 SP No.2 WEBS 1 Row at midpt 5-8,3-13 WEBS 2x4 SP No.3*Except* 6-8,2-13:2x6 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (size) 8=0-8-0,13=0-8-0 Max Horz 13=-389(LC 6) Max Uplift 8=-692(LC 8),13=-804(LC 8) Max Grav 8=1985(LC 14),13=1985(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-404/163,3-4=-2075/884,4-5=-2075/892,5-6=-402/232 BOT CHORD 12-13=-511/2080,9-12=-250/1529,8-9=-524/1787 WEBS 4-9=-258/813,5-9=-381/342,5-8=-2002/632,6-8=-611/418,4-12=-243/813, 3-12=-381/330,3-13=-2005/701,2-13=-611/432 ``111111111111111 NOTES- ``%� 1)Unbalanced roof live loads have been considered for this design. ,�� ••'�G E(�S+••. �i� 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; •• F Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 N 348 69 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0 will fit between the bottom chord and any other members,with BCDL=IO.Opsf. (({ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 692 lb uplift at joint 8 and 804 lb uplift at 0•% joint 13. �i�'�c� OQ;•�� 7)Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 11, R,• 11111111111j1� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 ®WARNING-Venfy 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 T e k is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the M[l fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANS111PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Caruso Residence T24108583 J41631 A08 ROOF SPECIAL 4 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:55:01 2021 Page 1 ID:I8Jm96y5NufXfoWZnOSlr8zXmPj-XdulevlpZh8B1 TgfR?VmbyA?E4KLbekmAYzJRAzD_6e 2-1-10 4-0-0 i 5-6-0 8-10-0 1:51 1¢¢0 22-7-3 29-2-0 3114-0 2-1-10 1-10-0 i-6-0 3-4-0 6-10-0 0-4-0 6-7-3 6-7-3 2-1-10 4x6= Scale=1:57.9 6.00 12 5 2x4 11 6 3x4 i 3x4 3x4 i 4 7 3x4 3 8 i 3x8 2 9 n 1 miq 1J-710 1-M 10= M 0 18 17 10`o 21 7x8=20 4x4= 4x4= 15 14 13 12 11 3x8 11 2x4 11 2x4 II 5x8= 3x4= 2x4 II 3x8 I 1-9-102-1-10 4-0-0 8-10-0 1&0-0 17-0-0, 22-7-3 29-2-6 2&-631-0-0 1- 09-1�0-4-0 1-0.1 4-10.0 7-2-0 1-0-0 5-7-3 6-7-3 g 0 Plate Offsets(X,Y)— [1:0-3-8,Edge],[10:0-3-8,Edge],[16:0-2-8,Edge],[19:0-3-8,0-5-12] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.13 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(CT) -0.32 16-18 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.57 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight:193 lb FT=20 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. Except: 6-14:2x4 SP No.3,2-21:2x6 SP No.3 5-3-0 oc bracing:19-21 WEBS 2x4 SP No.3*Except* 10-M oc bracing:14-16 13-16:2x4 SP No.2,9-11:2x6 SP No.3 WEBS 1 Row at midpt 3-16 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (size) 21=0-8-0,11=0-8-0 Max Horz 21=-364(LC 6) Max Uplift 21=-727(LC 8),11=-633(LC 8) Max Grav 21=1784(LC 1),11=1751(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2390/830,3-5=-1634/679,5-6=-1687/811,6-8=-1838/754,8-9=-1930/719 BOT CHORD 18-19=-614/1242,16-18=-556/2130,6-16=-271/125,19-21=-1700/701,2-1 9=-1 631171 8 WEBS 2-18=-564/1650,3-16=-906/382,5-16=-419/992,13-16=-432/1605,8-13=-490/223, 9-13=-454/1592,9-11=-1648/706 `\\\11111 UI//I NOTES- ♦♦♦, J��U.S 1)Unbalanced roof live loads have been considered for this design. ♦♦ F I� 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; `♦♦ ••'�G E N s+'•. 10:'� Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 •• V F •• e 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific = [�J 34869 to the use of this truss component. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *: •: 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide f• will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 727 lb uplift at joint 21 and 633 lb uplift O �C(/: at joint 11. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �i0T• Q Q;••��`♦� sheetrock be applied directly to the bottom chord. 0 •• 0 R 1 ♦♦ 1O N Ai�C��♦♦ Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.511 912 02 0 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 property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required 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 ANS11TPI1 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 Caruso Residence T24108584 J41631 A09 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:55:03 2021 Page 1 ID:18Jm96y5NufXfoWZnOSlr8zXmPj-TOOW3bJ34JOuGnp1 YQXEhNFMOu1 y3ak3dsSQW3zD_6c 24-0 4-0-0 8-10-0 15-8-0 1"-0 23-11-4 28112 31-4-0 2-0'—0-8-0 4-10-0 6-10-0 0-0-0 7-11-4 4-9.8 2-7-4 i 4x6= Scale=1:57.9 6.00 12 5 2x4 11 6 3x4 4x4 3x4 5, 4 7 3 3x8 8 3x8 1-7- 2 9 � 1 t 1 4 1 = 13 12 l �o 19 m, o 18 4x6= 3x6= d 22 7x8=21 4x4= 4x4= 16 15 14 11 4x4= 2x4 i I 3x4 11 6x6= 2x4 11 4x4= 1-9-10 2,-4-0 4-0-0 8-10-0 16-0-0 17-0-0 23-11-4 28-8-12 31-4-0 1-9-10 0-6-6 1-8-0 4-10-0 7-2-0 1-0-0' 6-11-4 4-9-8 2-7-4 Plate Offsets(X,Y)— [1:0-0-13,0-1-5],E:0-2-0,Edge],[10:0-0-13.0-1-5],[17:0-2-8,Edge],[20:0-3-8,0-5-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.11 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.64 Vert(CT) -0.26 17-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.07 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:196 lb FT=20 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. Except: 6-15:2x4 SP No.3,8-14,9-11,2-22:2x6 SP No.3 5-11-0 oc bracing:20-22 WEBS 2x4 SP No.3*Except* 10-M oc bracing:15-17 14-17:2x4 SP No.2 WEBS 1 Row at midpt 3-17 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (size) 11=0-7-4,22=0-8-0,14=0-7-4 Max Horz 22=-364(LC 6) Max Uplift 11=-187(LC 8),22=-608(LC 8),14=-562(LC 8) Max Grav 11=489(LC 18),22=1447(LC 1),14=1644(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1736/607,3-5=-927/437,5-6=-873/545,6-8=-1013/453,8-9=-45/366 BOT CHORD 19-20=-668/1203,17-19=-358/1630,6-17=-400/211,13-14=-1568/575,8-13=-1517/591, 11-12=-448/189,9-12=-390/208,20-22=-1365/573,2-20=-1300/591 WEBS 2-19=-389/1216,3-19=0/272,3-17=-955/403,5-17=-227/436,8-17=-180/1017 \\\\11111111//I 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=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; `�� ,•'�C•E N&*•, '% Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 V F ••, 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific = 34869 to the use of this truss component. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *: •: 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 1 will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 187 lb uplift at joint 11,608 lb uplift at joint 22 and 562 lb uplift at joint 14. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �4% sheetrock be applied directly to the bottom chord. Jullus Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required 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 ANS11nal1 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 Caruso Residence T24108585 J41631 A10 Hip 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:55:05 2021 Page 1 ID:18Jm96y5NufXfoWZnOSlr8zXmPj-PO7GUH LKcwecW5zQgrZjmoKfSikhXTPM5AxWayzD_6a 16-4-0 2-4-0 , 4-0-0 8- 15-0-0 ,16-0-Q 23-11-4 28-8-12 3t-4-0 2-4-0 1-8-0 4-6-0 6-6-0 1-0-0 7-74 4-9-8 2-7-4 6-0 0-4-0 Scale=7:56.8 6.00 12 4x6= 4x6/1 5 6 r 3x4 i 44 7 3x4 4 3 I 4x8 8 dj 'ao I 3x10 11-7-10 3x8 2 9 1 I m as 1 13 12 1d2 o c] = M �0 19 18 4x6= 3x6— -�- 22 3x10 21 4x4= 4x4= 16 15 14 11 0� 2x4 II 6x6= 2x4 11 4x4= 4x4= 4x4 11 0-0 -0- 23-11-4 28-81 2 3111-9-10 6-1-0 60 7-11-4 -9-8 2-7-41 15 1-910 64-0-0I ' Plate Offsets(X,Y)— [1:0-0-13,0-1-5],[7:0-2-O,Edge],f10:0-0-13,0-1-5],[15:0-2-0,0-0-0],[17:0-2-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.10 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.63 Vert(CT) -0.22 17-19 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.40 Horz(CT) 0.07 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight:196 lb FT=20 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. Except: 6-15:2x4 SP No.3,8-14,9-11,2-22:2x6 SP No.3 5-11-0 oc bracing:20-22 WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:15-17 14-17:2x4 SP No.2 WEBS 1 Row at midpt 3-17 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (size) 11=0-7-4,22=0-8-0,14=0-7-4 Max Horz 22=-349(LC 6) Max Uplift 11=-172(LC 8),22=-606(LC 8),14=-585(LC 8) Max Grav 11=481(LC 18),22=1441(LC 1),14=1639(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1732/605,3-5=-983/453,5-6=-761/485,6-8=-10231456,8-9=-69/369 BOT CHORD 19-20=-650/1140,17-19=-36111634,6-17=-177/264,13-14=-1554/603,8-13=-1506/621, 11-12=-440/173,9-12=-379/191,20-22=-1359/571,2-20=-1295/587 WEBS 2-19=-422/1230,3-19=0/250,3-17=-893/375,8-17=-158/977 ,,�IIIIII11I/� NOTES- � �� L�US 1)Unbalanced roof live loads have been considered for this design. `� 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; `�� ,•'�C•E•N S Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 •• 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific No 34869 to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Q 'Ju 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 lb uplift at joint 11,606 lb uplift atAI ,• <C/� joint 22 and 585 lb uplift at joint 14. O R 1 O 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 •\Q sheetrock be applied directly to the bottom chord. 1.#s8 10 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 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 ANSI77P11 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 Caruso Residence T24108586 J41631 All HIP 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 2510:55:06 2021 Page 1 I D:18Jm96y5NufXfo WZnOSir8zXm Pj-tbhehd MyNEmT7FYcEY4yl0tvm 57U Gv?VJgg470zD_6Z 4-0-0 7-0-0 11.8-0 13-0-0 18-4-0 23-11-4 28-8-12 31-4-0 4�1 3 4-0 1 4.4) 1 4-0 1 5-4-0 5-7 4 4-9-8 2-7-4 Scale=1:55.4 6.00 12 5x5= 5x8= 5 6 3x4 3x4 7 3x4 i 4 2x4 II 3 8 m 3x8 i 3x8 r 2 9 1 > e' 21 1 13 12 1IJ2�9 o = 20 4 400= 3x6— 101� 123 22 4x4= 18 17 16 15 14 11 4x4= 2x4 11 2x4 11 4x8— 3x4— 3x6 11 2x4 I I 4x4= 1-9-10 2-4-0 7-0-0 11" ,13-0-0, 18-4-0 23-8-5 23�1,1-4 28-8-12 31-4-0 1 9 1�6 1-8-0 1 3-4-0 4-4-0 1-0-0 5-4-0 5-4-5 0--15 4-9-8 1 2-7-4 ' Plate Offsets(X,Y)— [1:0-0-13,0-1-5j,[6:0-4-0,0-1-15j,[10:0-0-13,0-1-51,[13:0-2-12,0-2-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.06 22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.40 Vert(CT) -0.12 19-20 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.50 Horz(CT) 0.05 14 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-AS Weight:205 lb FT=20% 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. Except: 8-14,9-11,2-23:2x6 SP No.3,5-17:2x4 SP No.3 5-10-0 oc bracing:21-23 WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:17-19 16-19,13-16:2x4 SP No.2 WEBS 1 Row at midpt 6-13 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (size) 14=0-7-4,11=0-7-4,23=0-8-0 Max Horz 23=-303(LC 6) Max Uplift 14=-613(LC 8),11=-147(LC 8),23=-596(LC 8) Max Grav,14=1597(LC 1),11=527(LC 18),23=1463(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1777/585,3-5=-1292/510,5-6=-1044/522,6-8=-78/282,8-9=-110/289 BOT CHORD 20-21=-571/943,19-20=-380/1685,13-14=-15411632,8-13=-563/367,11-12=-486/148, 9-12=-430/170,21-23=-1378/559,2-21=-1315/568 WEBS 3-19=-633/269,16-19=-65/631,13-16=-90/675,6-13=-1174/359,6-19=-181/689, 2-20=-523/1322 11111111111, NOTES- ,`SNO ,0v_Iu.S 1)Unbalanced roof live loads have been considered for this design. V ,• �r E N S••, �i� 2)Wind:ASCE 7-16;Vuk=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; ; F Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 34869 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific = * •: to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "fl 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide O • �• �441 will fit between the bottom chord and any other members. .0 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 613 lb uplift at joint 14,147 lb uplift at i� '�(� Q;•• �� joint 11 and 596 lb uplift at joint 23. 0lj`` C 0 R,,�•`��% 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 �I •••• \ sheetrock be applied directly to the bottom chord. ��I1, N Ai E., Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 A WARNING-Venfy 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,sae ANSIITP11 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 Caruso Residence T24108587 J41631 Al2 HIP 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:55:07 2021 Page 1 ID:18Jmg6y5NufXfoWZnOSlr8zXmPj-LnF1 vyNa8XuK107pnGbBrDQOyVQU?FgfYUQdfgzD_6Y 2-4-0 4-7-12 9-0-0 13-0-0 18-2-9 22-4-0 26-8-4 29-0-0 31-4-0 21-0 2-3-12 4-4-4 4-0-0 5-2-9 4-1-7 F 4�-4 2-112 21 Scale=1:53.5 4x8= 2x4 II 5x5= 5x5= 3 4 5 6 6.00 12 I 3x8 3x8 2 7 N Nr 1 8 ro [M 115 14 73 •12 11 10 9 "` 4x4= 2x4 11 4x4= 3x4= 3x4= 4x8= 2x4 II 4x4= 6xt0= 1-9-10 2-4-0 9-0-0 13-0-0 22-4-0 29-0-0 29.6-63194-0 1-9-10 -6-6 6-8-0 4-0-0 9-4-0 6-8-0 -6-6 1-9-10 Plate Offsets(X,Y)-- [1:0-0-13.0-1-51,[3:0-4-0,0-1-15],[5:0-1-12,0-3-4],[8:0-0-13,0-1-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.14 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.61 Vert(CT) -0.28 10-12 >688 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:177lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* 2-15,4-12,7-9:2x6 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (size) 15=0-8-0,12=0-8-0,9=0-8-0 Max Horz 15=-211(LC 6) Max Uplift 15=-600(LC 8),12=-872(LC 8),9=-384(LC 8) Max Grav 15=730(LC 17),12=1712(LC 1),9=1058(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-299/275,3-4=-25/297,4-5=-25/297,5-6=-629/355,6-7=-839/308 BOT CHORD 14-15=-284/240,12-14=-263/136,10-12=-86/427 WEBS 2-15=-629/402,3-14=-250/174,3-12=-642/506,4-12=-459/245,5-10=-76/341, 7-1 0=-1 13/561,7-9=-982/450,5-12=-960/401 NOTES- ``IIIIIIIIIIIII 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 `�� ••'�C•E•N s+'• �i� plate grip DOL=1.60 V F•••, 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific = No 34$69 o to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. *:• 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0 441 7)Provide mechanical connection(by others)oftruss to bearing plate capable ofwithstanding 600 lb uplift atjoint 15,872 lb uplift at •• �(/; joint 12 and 384 lb uplift at joint 9. R 1 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 \� sheetrock be applied directly to the bottom chord. �41110, off SAl t,,`��`` Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev.511 912 02 0 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 M iTe k 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 ANS111'Plf 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 Caruso Residence T24108588 J41631 At3G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:55:09 2021 Page 1 ID:I8Jm96y5NufXfoWZnOSlr8zXmPj-IANnKeOgg992?i HBvhefweVLoJ69TGuy0ovkjjzD_6W 1-111 7-0-0 13-0-0 18-8-0 24-4-0 29-4-10 31-0-0 1-11$I 5-a10 6-0-0 1. 5-8-0 5-0-10 Scale=1:53.5 3x4= 4x8= 2x4 11 4x6= 4x8= 6.00 FIT 3 24 25 4 26 27 56 28 29 30 7 I 3x8 3x8 2 8 m a 1 I 9 c LA Ell 31 32 15 33 34 1 36 37 17 16 �14 13 11 10 4x4—_ 2x4 11 3x4= 3x4= 3x4= 3x4= 2x4 11 4x4= 6x10= 3x4= THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 1-4101-11-0 7-M 13-M 18-8-0 244-0 29-4-10 29r¢�831-0-0 1-9-100. 12 5-0-10 6-0-0 5-8-0 5-e-0 5-0-10 0. 12T 1-a10 Plate Offsets(X,Y)-- [1:0-0-13.0-1-5],[3:0-5-4,0-2-0],[6:0-3-0,Edge],[7:0-5-4,0-2-0],[9:0-0-13 0-1-5] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.06 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.53 Vert(CT) -0.08 11-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:171 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc pudins. 3-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-"oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-14,5-14 WEBS 2x4 SP No.3*Except* 2-17,4-14,8-10:2x6 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (size) 17=0-8-0,14=0-8-0,10=0-8-0 Max Horz 17=-165(LC 6) Max Uplift 17=-676(LC 8),14=-1725(LC 8),10=-710(LC 8) Max Grav 17=808(LC 17),14=2587(LC 36),10=1383(LC 37) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-536/456,3-4=-272/556,4-5=-272/556,5-7=-1067/679,7-8=-1412/797 BOT CHORD 14-16=-438/491,13-14=-526/1071,11-13=-575/1170 WEBS 2-17=-758/525,2-16=-361/516,3-14=-1177/860,4-14=-767/537,5-14=-1937/1111, 5-13=-42/340,8-11=-674/1250,8-1 0=-1 335/742 ``1111111/rt��, NOTES- 1)Unbalanced roof live loads have been considered for this design. `N • F I� 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf,BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; ,�� •••�CE N S'••• pie Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 •• F •• plate gripDOL=1.60 34869 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. *: •: 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ''0 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 3 �411 will fit between the bottom chord and any other members. r 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 676 lb uplift at joint 17,1725 lb uplift at �i'�c•• P;•• �� joint 14 and 710 lb uplift at joint 10. �i�`' 0 R 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)352 lb down and 314 lb up at //, /••••••••�` ��% 7-0-0,189 lb down and 168 lb up at 9-0-12,189 lb down and 168 lb up at 11-0-12,189 lb down and 168 lb up at 15-0-12,189 lb /i,,��N A�11%0 down and 168 lb up at 16-3-4,189 lb down and 168 lb up at 18-3-4,189 lb down and 168 lb up at 20-3-4,and 189 lb down and 168 lb up at 22-3-4,and 352 lb down and 314 lb up at 24-4-0 on top chord,and 416 lb down and 145 lb up at 7-0-0,96 lb down and 5 Julius Lee PE No.34869 lb up at 9-0-12,96 lb down and 5 lb up at 11-0-12,52 lb down and 21 lb up at 15-0-12,52 lb down and 21 lb up at 16-3-4,52 lb MiTek USA,Inc.FL Cert 6634 down and 21 lb up at 18-3-4,52 lb down and 21 lb up at 20-3-4,and 52 lb down and 21 lb up at 22-3-4,and 310 lb down and 207 6904 Parke East Blvd.Tampa FL 33610 lb up at 24-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Date: 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). May 25,2021 Continued on page 2 LOA Standard __— --- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/1 912 02 0 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 property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required 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 ANSIITPl1 Quality Criteria,OSB-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 Oty Ply Caruso Residence T24108588 J41631 At3G HIP GIRDER 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:55:10 2021 Page 2 ID:18Jm96y5NufXfoWZnOSlr8zXmPj-mMx9X_PTRSHvcssNT09uTsl WYjSOCj85ESeHG9zD_6V LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.25 Uniform Loads(plo Vert:1-3=-90,3-7=-90,7-9=90,18-21=-20 Concentrated Loads(lb) Vert:3=-128(B)7=-128(B)16=-64(B)11=-64(B)24=-81(B)25=-81(B)26=-81(B)27=-81(B)28=-81(B)29=-81(B)30=-81(B)31=-15(B)32=-15(B)33=-15(B) 34=-15(B)35=-15(B)36=-15(13)37=-15(B) ®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 property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required 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 ANSIITP11 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 Caruso Residence T24108589 J41631 ZCJ1 Jack-Open 8 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:55:12 2021 Page 1 ID:18Jm96y5NufXfoWZnOSlr8zXmPj-ik2vygQjz4XdsAOmapBMYH7yn WBvgkMOim7OK2zD_6T 0-11-4 0-11-4 Scale=1:8.5 6.00 12 2 1 1 3 4x4= TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). PROVIDE ANCHORAGE,DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX.UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. 0-1 -4 ' 0-111-4 Plate Offsets(X,Y)— [1:0-0-13,0-1-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.33 Vert(CT) -0.01 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/TPI2014 Matrix-MP Weight:4 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=Mechanical,3=Mechanical Max Horz 2=76(LC 1),3=-76(LC 1) Max Uplift 3=-86(LC 8) Max Grav 3=116(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=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)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. , ♦♦♦� ��`%%1111111111, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. U S � 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide ♦ C F J* will fit between the bottom chord and any other members. ��♦ G•E Ns•'•• �� 6)Refer to girder(s)for truss to truss connections. �� •'•�.� F•'•, 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 lb uplift at joint 3. 348 69 411 9N Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 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 MToW 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?PH 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 Caruso Residence T24108590 J41631 ZCJ3 Jack-Open 8 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 2510:55:12 2021 Page 1 ID:18J m96y5NufXfoWZnOSlr8zXm Pj4k2vygQjz4XdsAOmapBMYH 7vj W9YgkgOim7OK2zD_6T 2-11-4 2-11-4 Scale=1:13.5 3 I 2x3 11 6.00 12 2 N N D) t I 4x4= 4 1-9-10 2x3 11 5 2-5-10 2-11-4 2 5 10 0 5-10 Plate Offsets(X,Y)— [1:0-0-13,0-1-5] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.48 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.04 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight:14lb FT=20% 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 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 3=Mechanical,4=Mechanical,5=0-8-0 Max Horz 5=90(LC 8) Max Uplift 3=-159(LC 1),4=-182(LC 1),5=-360(LC 8) Max Grav 3=58(LC 8),4=84(LC 8),5=671(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-381/206 NOTES- 1)Wind:ASCE 7-16;VuR=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is `,�� v�e,U the responsibility of the fabricator to increase plate sizes to account for these factors. ,� ` /I4P 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� ,•' r E N '• #i- 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : •• 46' will fit between the bottom chord and any other members. N 34869 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 lb uplift at joint 3,182 lb uplift at joint 4 and 360 lb uplift at joint 5. O Jullus Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Pafke East Blvd.Tampa FL 33610 Date: May 25,2021 ®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 property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k 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 ANS11TPl1 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 Caruso Residence J41631 ZCJ5 Jack-Open 8 1 T24108591 Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:55:13 2021 Page 1 ID:18Jm96y5NufXfoWZnOSIr8zXm Pj-AxclAORLkNfUTJay8Xib4Uf4lwWIjPBwXwQtysUzD_6S 4-11-4 4-11-4 Scale=1:18.4 3 6.00 FIT 2x3 11 2 1 4x4= 4 5 2x3 11 1-9-10 2-4 4-11.4 ' 1-9.10 -0 0-6-6 2-7.4 Plate Offsets(X,Y)— [1:0-0-13,0-1-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.42 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.06 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-AS Weight:20 lb FT=20% 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 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 3=Mechanical,4=Mechanical,5=0-8-0 Max Horz 5=150(LC 8) Max Uplift 3=-73(LC 8),4=-16(LC 1),5=-236(LC 8) Max Grav 3=96(LC 13),4=33(LC 6),5=503(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-353/201 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. `, 1111111111, 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. ♦♦ I� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ,•'\G�E�N 3'• ��i 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide ♦ •• V F•••• will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 34869 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 73 lb uplift at joint 3,16 lb uplift at joint 4 *:• •; and 236 lb uplift at joint 5. — * — 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 sheetrock be applied directly to the bottom chord. 141 oo SON A� ♦♦ Julius Lee PE No.34869 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 ®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 ANSIfrPll 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 Caruso Residence T24108592 J41631 ZEJ7 Jack-Open 19 1 Job Reference(option East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:55:14 2021 Page 1 ID:18Jm96y5NufXfoWZnOSlrBzXm Pj-e7AgNMSzVhnL5T99iEEgdiCByKrQ8evh94cVPwzD_6R 7-M 7-0-0 3 Scale=1:24.5 6.00 FIT c� 2x3 11 _ N 2 O V A 1 4x4= 5 4 2x3 II I 1- 10 2-4-0 7-0-0 19--9-10 10-6-6 1 4-8-0 Plate Offsets(X,Y)— [1:0-0-13,0-1-51 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.39 Vert(CT) -0.06 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.09 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-AS Weight:26 lb FT=20% 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 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 3=Mechanical,4=Mechanical,5=0-8-0 Max Horz 5=213(LC 8) Max Uplift 3=-144(LC 8),4=-6(LC 5),5=-238(LC 8) Max Grav 3=206(LC 13),4=75(LC 3),5=572(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-465/280 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. `` III 11111111� 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is ` vL`U S �� the responsibility of the fabricator to increase plate sizes to account for these factors. `� J F I� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦�� ,•'�G E N S'•• 0 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦ �r CC��•• will fit between the bottom chord and any other members. 6)Refer togirder(s)for truss to truss connections. N 34869 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 144 lb uplift at joint 3,6 lb uplift at joint 4 :• and 238 lb uplift at joint 5. = 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 'O sheetrock be applied directly to the bottom chord. • i 111111111III Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall li 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 generat guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 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 Caruso Residence T24108593 J41631 ZEJ7A Jack-Open 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:55:15 2021 Page 1 I D:18Jm96y5NufXfo WZnOSI r8zXm Pj-0Jk2ahTbG?vBjdkLFxl3Avl MykC_t5AgOkM2xMzD_60 7-0-0 7-M 2x3 11 Scale=1:25.2 3 6.00 FIT 2x3 11 Li uy 1 O o I 4x4= 5 42x3 II 2x3 it 1-910 7-0-0 1_;' { 5-2-6 Plate Offsets(X,Y)— [1:0-0-13,0-1-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.04 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.37 Vert(CT) -0.05 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:35 Ib FT=20 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 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 4=0-8-0,5=0-8-0 Max Horz 5=208(LC 8) Max Uplift 4=-139(LC 8),5=-237(LC 8) Max Grav 4=247(LC 13),5=565(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-455/273 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. Jv 111111/ 1��, 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is �% �`U S �� the responsibility of the fabricator to increase plate sizes to account for these factors. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦� ,•' G E N s`'• �i� 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide ♦ •• F *0 0. will fit between the bottom chord and any other members. 10 6 Provide mechanical connection b others of truss to bearing late capable of withstanding 139 lb uplift at joint 4 and 237 lb uplift at 34869 • ( Y ) 9P P 9 P 1 P •� �•* joint 5. _ 7)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: May 25,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.511 912 02 0 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 busses and truss systems,see ANSIITP11 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MO 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Caruso Residence T24108594 J41631 ZHJ7 Diagonal Hip Girder 4 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 2510:55:16 2021 Page 1 ID:18Jm96y5NufXfoWZnOSlr8zXmPj-bWIQo1 UD0112KnJXpfGli7HVm7UQcWe_dO5cTpzD_6P 2-3-5 1 5-10-15 9-10-1 2.3-5 3-7-10 3-11-2 4 Scale:1/2"=l' 4.24 12 3x4 14 3 13 4x12 Ll 1 0 d 3x4 II 15 16 7 17 6 8 3x4= 5 2x4 11 3x4= 1-9-10 2-3.5 5-10-15 9-10-1 1-9-10 -5.1 3-7-10 3-11-2 Plate Offsets(X,Y)— [1:0-1-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.83 Vert(LL) -0.03 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) 0.05 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) -0.00 5 We n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MS Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:5-6. 2-8:2x8 SP No.3 SLIDER Left 2x4 SP No.3 A 2-2-14 REACTIONS. (size) 4=Mechanical,5=Mechanical,8=0-11-5 Max Horz 8=212(LC 8) Max Uplift 4=-87(LC 8),5=-158(LC 8),8=-61O(LC 8) Max Grav 4=174(LC 17),5=270(LC 28),8=844(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-253/68,2-3=-444/355 BOT CHORD 1-8=-497/209,7-8=-480/47,6-7=-282/378 WEBS 2-8=-658/389,2-7=-226/556,3-7=-306/107,3-6=-455/339 NOTES- 1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦� ,•'�[j•E N S'• �i� 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦ •• F•••, will fit between the bottom chord and any other members. 34869 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 lb uplift at joint 4,158 lb uplift at joint *:• •: 5 and 610 lb uplift at joint 8. — 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)127 lb down and 286 lb up at 4-2-15,127 lb down and 286 lb up at 4-2-15,and 145 lb down and 101 lb up at 7-0-14,and 145 lb down and 101 lb up at 7-0-14 on O•, �44/ top chord,and 88 lb down and 107 lb up at 1-4-15,88 lb down and 107 lb up at 1-4-15,72 lb down and 210 lb up at 4-2-15,72 lb down and 210 lb up at 4-2-15,and 28 lb down and 21 lb up at 7-0-14,and 28 lb down and 21 lb up at 7-0-14 on bottom chord. The �i��(•� 0 p;••��♦♦♦ design/selection of such connection devices)is the responsibility of others. 0 0 R 1 �♦ 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). '�/// /O N A�- �`% LOAD CASE(S) Standard //1/11111110 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.25 Julius Lee PE No.34869 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-4=-90,5-9=-20 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2021 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 IL A[�'el. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the t V t IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11riell 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 Caruso Residence T24108594 J41631 ZHJ7 Diagonal Hip Girder 4 1 Jab Reference o tional East Coast Truss, R.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:55:16 2021 Page 2 ID:18Jm96y5NufXfoWZnOSlr8zXmPj-bWIQo1 UD0112KnJXpfG1i7HVm7UQcWe_dO5cTpzD_6P LOAD CASE(S) Standard Concentrated Loads(lb) Vert:13=229(F=114,B=114)15=-176(F=-88,B=-88)16=223(F=111,B=111) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/1 912 0 2 0 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. 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