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830 Sailfish Dr RES20-0194 Truss Revision Submittal Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN ®!° • City of Atlantic Beach Building Department GRAY IS REQUIRED. Mirv 800 Seminole Rd, Atlantic Beach, FL 32233 Fi`'r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: IZ6- 2.0--d I944- n Revision to Issued Permit OR I corrections to Comments Date:L-10 --�. Project Address: ,S3 v 5c.>-.."‘ ��5�-� Ove._ 32-2_3 3 Contractor/Contact Name: YeK t Contact Phone: g 0(/77 s G 17(4 Email: 'Q 1000 0_0 \ 'C o —.-- Description of Proposed Revision/_`Corrections: i/l v.��� cre 5 +0 Tk Co la-l M ( `i��S S Ock_A? I -1"-,0 ."%'S of•4 affirm the revision/correction to comments is inclusive of etoyQsigciniesC. (printed name) (,� y G • W.ill9roposed revision/corrections add additional square footage to original submittal? JUN 1 1 2021 1d No ❑ Yes (additional s.f.to be added: BY: • �Willoposed revision/corrections add additional increase in building value to original submittal? -1No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 mom Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. . Mit MiTek RE: J200278-R - Thompson Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Jax House Project Name: Construction Services Model: . Lot/Block: . Subdivision: . Address: 830 Sailfish Dr, . City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Geoff W. Gartner License#: 59328 Address: 3010 S 3rd St Suite C, . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 6 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T24211911 A10 6/4/21 2 T24211912 All 6/4/21 3 T24211913 Al2 6/4/21 4 T24211914 A13 6/4/21 5 T24211915 A15 6/4/21 6 T24211916 A16 6/4/21 The russ drawing(s)referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters by MiTek USA, Inc. ,``•••\)t.tUS' ,#0 provided by Manning Building Supplies. �. ••.•\ • G E ' .• •.• • • Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28,2023. (: * IMPORTANT NOTE:The seal on these truss component designs is a certification STATE O F �/ that the engineer named is licensed in the jurisdiction(s)identified and that the �'• 4/ designs comply with ANSI/TPI 1. These designs are based upon parameters ••• ;•• shown(e.g.,loads,supports,dimensions,shapes and design codes),which were i�t�si•4 O A `O• 1,\,�� given to MiTek or TRENCO. Any project specific information included is for MiTek's or �j ts/• '• •�� TRENCO's customers file reference purpose only,and was not taken into account in the 411111110— preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, Julius Lee PE No.34869 the building designer should verify applicability of design parameters and properly MiTek USA,Inc.FL Cert 6634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: June 4,2021 Lee,Julius 1 of 1 , _ i Job , Truss Truss Type Qty Ply Thompson Residence Units: J200278-R A10 Half Hip Girder 1 1 1.0 T24211911 Job Reference(optionalZ Eng::GDL ,Manning Building Supplies,Jacksonville,FL-32256, Run:8.43 S May 12 2021 Print 8.430 S May 12 2021 MiTek Industries,Inc.Thu Jun 03 10:07:22 Page:1 ID:iX W Rsr5ZFyD6HOgIXPIcJvzIvuP-RfC?PsB7OHg3NSgPgnL8W3uITXbGKWrCDoi7J4zJC?f -1-4-0 7-0-0 12-5-14 17-11-12 23-2-2 28-8-0 1-4-0 7-0-0 5-5-14 5-5-14 5-2-6 5-5-14 4-0-0 111 5x8= 3x4= 5x5= * ,I'IIIIIII NIM3x4■ 1. 12 3 17 18 1920 421 22 2324 5 2526 27 6 3x8= 28'/29 7 5` %-t -T + + rn + + M + 2 It. 1- 1 i'M _ ii 8 0 13 30 31 12 32 33 34 11 35 36 10 x"I'-'1 '++i 38 6x6= 1.5x41 MT2OHS 5x10 = 3x4= 3x5—' 3x8= 2-0-0 24-10-0 Scale=1:55.3 24-4-8 28-8-0 - ..7-1-12 I _ 12-4-2 17-10-0 23-2-2 .1- i REPAIR: 46"CANTILEVER ADDED TO 7-1-12 5-2-6 5-5-14 5-4-2 1-2-6 3-10-0 RIGHT END OF TRUSS 0-5-8 AS SHOWN. ATTACH 3/4"PLYWOOD OR OSB GUSSET(23/32"RATED SHEATHING 48/24 EXP 1)TO I ONE FACE OF TRUSS WITH(0.131"X 2.5")NAILS PER THE FOLLOWING NAIL SCHEDULE: INSTALL 2 X 6 SP NO.2 .' 2 X 3'S-2 ROWS,2 X 4'S-3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED @ 2"O.C. CUT TO FIT TIGHT. INTO EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. Plate Offsets(X,Y): [3:0-5-8,0-2-8],[5:0-2-4,0-3-0],[6:0-3-9,0-1-12],[10:0-2-0,0-1-8],[12:0-5-0,0-3-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.17 11-12 >999 240 I MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.32 11-12 >913 180 MT2OHS 187/143 BCLL 0.0' Rep Stress Incr NO WB 0.74 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:149 lb FT=20% LUMBER WEBS 3-13=-2/678,3-12=-244/791,6-8=-293/555, 9) Hanger(s)or other connection device(s)shall be TOP CHORD 2x4 SP 2250E 1.9E`Except*5-7:2x4 SP 4-11=-1178/368,5-11=-102/877, provided sufficient to support concentrated load(s)198 No.2 5-10=-2873/839,6-10=-346/1549, lb down and 158 lb up at 7-0-0,110 lb down and 86 lb BOT CHORD 2x4 SP 2250F 1.9E 6-9=-2628/888 up at 9-0-12,110 lb down and 86 lb up at 11-0-12,110 WEBS 2x4 SP No.2"Except"6-9:2x6 SP No.2 NOTES lb down and 86 lb up at 13-0-12,110 lb down and 86 lb OTHERS 2x4 SP No.2(flat) 1) Unbalanced roof live loads have been considered for up at 15-0-12,110 lb down and 86 lb up at 17-0-12, BRACING this design. 110 lb down and 86 lb up at 19-0-12,110 lb down and TOP CHORD Structural wood sheathing directly applied or 2) Wind:ASCE 7-10;Vutt=130mph(3-second gust) 86 lb up at 21-0-12,110 lb down and 86 lb up at 3-4-13 oc purlins, except end verticals. Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft; 23-0-12,and 110 lb down and 86 lb up at 25-0-12,and BOT CHORD Rigid ceiling directly applied or 6-0-0 oc B=45ft;L=29ft;eave=4ft;Cat.II;Exp C;End., 110 lb down and 86 lb up at 27-0-12 on top chord,and bracing. GCpi=0.18;MWFRS(directional);cantilever left and 383 lb down and 37 lb up at 7-0-0,85 lb down at right exposed;end vertical left and right ex exposed; 9-0-12,85 lb down at 11-0-12,85 lb down at 13-0-12, ex WEBS T-Brace: 2x4 SP No.2-5-10 9 PP Fasten(2X) T and I braces to narrow edge Lumber DOL=1.60 plate grip DOL=1.60 85 lb down at 15-0-12,85 lb down at 17-0-12,85 lb of web with 10d(0.131"x3")nails,6in 3) Provide adequate drainage to prevent water ponding. down at 19-0-12,85 lb down at 21-0-12,85 lb down at o.c.,with 3in minimum end distance. 4) All plates are MT20 plates unless otherwise indicated. 23-0-12,and 85 lb down at 25-0-12,and 85 lb down at Brace must cover 90%of web length. 5) This truss has been designed for a 10.0 psf bottom 27-0-12 on bottom chord. The design/selection of such chord live load nonconcurrent withother live loads. connection device(s)is the responsibility of others. REACTIONS (lb/size) 2=1783/0-7-10,9=2678/0-5-8 any 10)Warning:Additional permanent and stability bracing for Max Horiz 2=148(LC 7) 6) 'This truss has been designed for a live load of 20.0psf truss system(not part of this component design)is Max Uplift 2=-568(LC 8),9=-910(LC 5) on the bottom chord in all areas where a rectangle always required. FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 3-06-00 tall by 2-00-00 wide will fit between the bottom 11)In the LOAD CASE(S)section,loads applied to the face Ib or less exceptchord and any other members. ( ) when shown. 7) Provide mechanical connection(by others)of truss to of the truss are noted as front(F)or back(B). TOP CHORD 2-3=-3834/1103,3-17=-4114/1242, bearing plate capable of withstanding 568 lb uplift at LOAD CASE(S) Standard 17-18=-4114/1242,18-19=-4114/1242, joint 2 and 910 lb uplift at joint 9. 19-20=-0114/1242,4-20=-4114/1242, ``1►1111/I/I�II 4-21=-3087/938,21-22=-3087/938, 8) N/A ``�� vLtirJs Cc I��, 22-23=-3087/938,23-24=-3087/938, Nt • F le 5-24=-3087/938,5-25=-603/209, 0 25-26=-003/209,26-27=-603/209, • \' '.•• 1...i 6-27=-003/209 I No 34869 BOT CHORD 2-13=-1000/3478,13-30=-1000/3506, ::: * •• 30-31=-1000/3506,12-31=1000/3506, ••• ; OF * : : 12-32=-1174/4117,32-33=-1174/4117, 33-34=-1174/4117,11-34=-1174/4117, "0 -; I � /•�` 11-35=-847/3044,35-36=-847/3044, •:. :,a • ' -(J 10-36=-847/3044,9-10=-105/511, �• 9-37=450/231,37-38=450/231, •0 t`•*. 8-38=450/231 C?,•` 4..40R ,vs... . s,0 'I •%Ns �,i,/j N Aj111`1� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 4,2021 'Continued on page 2 ..� M 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 e connectors.This design is based only upon parameters shown,and is for an individual building component,notMI ' 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/TM 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 Thompson Residence T24211911 J200278-R A10 Half Hip Girder 1 1 Job Reference(optional) t Manning Building Supplies,Jacksonville,FL-32256, Run:8.43 S May 12 2021 Print:8.430 S May 12 2021 MITek Industries,Int.Thu Jun 03 10:07:22 Page:2 ID:IXWRsr52FyD6HOgIXPIcJvzlvuP-RIC7PsB7OHg3NSgPgnL8w3u ITXbGKW rCDoi7J4ZJC9f 1) Dead+Roof Live(balanced):Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(Ib/ft) Vert:1-3=-54,3-7=-54,8-14=-20 Concentrated Loads(Ib) Vert:3=-151(F),13=373(F),6=110(F),10=-66 (F),18=-110(F),20=110(F),21=110(F),22=-110 (F),24=-110(F),25=110(F),27=110(F),28=-110 (F),29=-110(F),30=-66(F),31=66(F),32=-66(F), 33=-66(F),34=-66(F),35=66(F),36=-66(F), 37=-66(F),38=-66(F) • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5119/2020 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 ANS1/TPI1 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 Thompson Residence • Units:1.0 T24211912 J200278-R All Half Hip 1 1 Job Reference(optional) Eng:GDL ,Manning Building Supplies,Jacksonville,FL-32256, Run:8.43 S May 12 2021 Print:8.430 S May 12 2021 MiTek Industries,Inc.Thu Jun 03 10:07:25 Page:1 ID:tN9Aco l of6SzZTNbB8BC3ezIvuV-RIC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f 1-1-4-0 4-9-14 9-0-0 15-5-8 21-11-0 28-8-0 '1.4.0' 4-9-14 4-2-2 6-5-8 6-5-8 6-9-0 4-0-0 ..---- 454. 3x4= 3x4■ 2x4 n 12 4 16 17 5 18 19 6 20 7 — — 5 - - Iww!_ww_swwr\� ►1 :: 1.5x4c a a11 ......•,••••••.. 3 \\ • + + r� • 15 2 / . + a+++ $= 1 �u :�::1 8 — It — 11 10 24"x24" 9 5x5. 3x8= 5x8= ADD'L GUSSET 3x5= REQUIRED 2-0-0 • 24-10-0 Scale=1:55.4 _ 9-1-12 18-8-4 24-4 REPAIR: 46"CANTILEVER ADDED TO 9-1-12 9-6-8 5-8-4 0-5-8 3-10-0 RIGHT END OF TRUSS AS SHOWN. ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/16 EXP 1) TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: • • • 2 X 3'S-2 ROWS,2 X 4'S-3 ROWS,2 X 6'5 AND LARGER-4 ROWS:SPACED @ 4"O.C. . ' . . NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE INSTALL 2 X 6 SP NO.2 FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. CUT TO FIT TIGHT. Plate Offsets(X,Y): [2:0-0-2,Edge],[10:0.4-0,0-3-41 Loading (psf) Spacing 2-0-0 CSI I DEFL in floc) I/deft Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.56 • Vert(LL) -0.13 10-11 >999 240 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.61 I Vert(CT) -0.28 10-11 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.40 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:152 lb FT=20% LUMBER 3) Provide adequate drainage to prevent water ponding. TOP CHORD 2x4 SP No.2 4) N/A BOT CHORD 2x4 SP 2250F 1.9E'Except'10-8:2x4 SP No.2 5) This truss has been designed for a 10.0 psf bottom WEBS 2x4 SP No.2'Except'6-9:2x6 SP No.2 chord live load nonconcurrent with any other live loads. BRACING 6) 'This truss has been designed for a live load of 20.Opsf TOP CHORD Structural wood sheathing directly applied or on the bottom chord in all areas where a rectangle 4-1-6 oc purlins, except end verticals. 3-06-00 tall by 2-00-00 wide will fit between the bottom BOT CHORD Rigid ceiling directly applied or 6-0-0 oc chord and any other members. bracing. 7) Provide mechanical connection(by others)of truss to REACTIONS (lb/size) 2=958/0-7-10,9=1227/05-8 bearing plate capable of withstanding 333 lb uplift at Max Horiz 2=187(LC 11) joint 2 and 498 lb uplift at joint 9. Max Uplift 2=-333(LC 12),9=-498(LC 9) LOAD CASE(S) Standard FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (Ib)or less except when shown. 3-4=-1504/539,4-16=-1356/531, `, ��1111111/ ki.le''/10, TOP CHORD 2-15=-1810/680,3-15=-1788/692, :S:\ ,,511B=-940 328,18-51-9=-940/532831 •NNNS% GEN CF6-19=-940/328 ;� • \,� Sc• , BOT CHORD 2-11=-848/1650,10-11=-548/1287, • • 9-10=-142/442,8-9=-294/363 , • 34869 ' • WEBS 3-11=-334/255,4-11=-28/369, * :• / •.• 5-10=-537/347,6-10=-274/758, 6-8=-394/363,6-9=-1346/775 :-0 t e NOTES / ,4 1) Unbalanced roof live loads have been considered for i p •• 1 "V', f 1 4 this design. i •. 240• • 2) Wind:ASCE 7-10;Vutt=130mph(3-second gust) �iI'�� O R 1 Q Q:••\ ,,�� Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft; -, •.......• `t\j B=45ft;L=29ft;eave=4ft;Cat.II;Exp C;Encl., ij } !` V' GCpi=0.18;to Interior(directional)(1)S 1 5 to 9-0-0,Exterior(2)nd C-C Exterior(2) ,i4,- N q�``,,, 9-0-0 to 13-2-15,Interior(1)13-2-15 to 28-6-4 zone; Julius Lee PE No.34869 cantilever left and right exposed;end vertical left and MiTek USA,Inc.FL Cert 6634 right exposed;C-C for members and forces&MWFRS 6904 Parke East Blvd.TampaFL 33610 for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Date: June 4,2021 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Grain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 T Job• I Truss Truss Type Qty Ply Thompson Residence J200278-R Al2 Half Hip1 1 Units 1.0 T24211913 Job Reference(optional) Eng:GDL i Manning Building Supplies,Jacksonvile,FL-32256, Run:8.43 E Mar 22 2021 Print:8.430 E Mar 22 2021 MiTek Industries,Inc.Fri Jun 04 10:18:23 Page:1 ID:tN9Aco l of6SzZTNbB8BC3ezivuV-HIA0bx?R02UoVmDQywKn1 ylUZ76928ISBBK1 J2z9ibF 1-4-0 5-9-14 11-0-0 16-9-8 22-7-0 28-8-0 I1-4-0� 5-9-14 I 5-2-2 5-9-8 5-9-8 6 1-0 4x4= 3x4= 3x4= ,L 4-0-04. 1.5x4■ 512 4 18 5 19 6 20 7 T — lir - I7I - 3x4 s .i-x..... 17 ++'+ 3 + /' 16 Z7 \ .....+..,:,++•lik.st 2 - — :IT 1 is _. iait 8 — 12 11 10 •= 9 5x5■ 3x4= 1.5x4a 5x8= 3x4.. / 2-0-0 H 5-9-14 11-1-12 19-8-4 24-4-8• 24-10-0 28-8-0 5-9-14 5-3-14 8-6-8 4-8-4 0-5-8 3-10-0 REPAIR: 46"CANTILEVER ADDED TO RIGHT END OF TRUSS ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/16 EXP 1) AS SHOWN. * + TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: + + + 2 X 3'S-2 ROWS,2 X 4'S-3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED @ 4"O.C. • • NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE INSTALL 2 X 6 SP NO.2 FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. I 1 CUT TO FIT TIGHT. Scale=1:55.4 Plate Offsets(X,Y): [11:0-3-12,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud I PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.11 10-11 >999 240 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.73 Vert(CT) -0.24 10-11 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.31 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 ' Code FBC2017/TPI2014 Matrix-MSH I Weight:161 lb FT=20% LUMBER 2) Wind:ASCE 7-10;Vult=l3omph(3-second gust) TOP CHORD 2x4 SP No.2 Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft; BOT CHORD 2x4 SP No.2*Except*11-8:2x4 SP 2250F B=45ft;L=29ft;eave=4ft;Cat.II;Exp C;Encl., 1.9E GCpi=0.18;MWFRS(directional)and C-C Exterior(2) WEBS 2x4 SP No.2'Except'6-9:2x6 SP No.2 -1-4-11 to 1-7-5,Interior(1)1-7-5 to 11-0-0,Exterior(2) OTHERS 2x4 SP No.2(flat) 11-0-0 to 15-2-15,Interior(1)15-2-15 to 28-0-4 zone; BRACING cantilever left and right exposed;end vertical left and TOP CHORD Structural wood sheathing directly applied or right exposed;C-C for members and forces&MWFRS 4-0-8 oc purlins, except end verticals. for reactions shown;Lumber DOL=1.60 plate grip BOT CHORD Rigid ceiling directly applied or 6-0-0 oc DOL=1.60 bracing. 3) Provide adequate drainage to prevent water ponding. REACTIONS (size) 2=0-7-10,9=0-5-84) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Max Horiz 2=225(LC 11) 5) *This truss has been designed for a live load of 20.0psf Max Uplift 2=-332(LC 12),9=-506(LC 9) on the bottom chord in all areas where a rectangle Max Gray 2=956(LC 1),9=1230(LC 1) 3-06-00 tall by 2-00-00 wide will fit between the bottom FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 chord and any other members. (Ib)or less except when shown. 6) Provide mechanical connection(by others)of truss to TOP CHORD 2-16=-1794/590,3-16=-1760/604, bearing plate capable of withstanding 332 lb uplift at `,,11111111///, 3-17=-1301/465,4-17=-1242/480, joint 2 and 506 lb uplift at joint 9. `r,• L1US L ��, 4-18=-1149/474,5-18=-1149/474, �� S0.1U FSC �e 5-19=-645/249,6-19=-645/249 LOAD CASE(S) Standard ��, GE• • BOT CHORD 2-12=-808/1624,11-12=-808/1624, .., ••��.� NiSF.•• 1i 10-11=-425/951,9-10=-79/262,8-9=-201/287 • i WEBS 3-11=-529/278,4-11=-17/291,5-11=-168/264, No 34869 5-10=-576/358,6-10=-290/759, 6-8=-299/272,6-9=-1228/700 >k NOTES ( 1) Unbalanced roof live loads have been considered for i `� I '� I':f • • �(/ this design. i •elt .. C S • s• Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 4,2021 111 11 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,see ANSI/TP11 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 r- -- Job Truss Truss Type Qty Ply Thompson Residence • Units:1.0 T24211914 I J200278-R A13 Hip 1 1 Job Reference(option alZ Eng:GDL Manning Building Supplies,Jacksonville,FL-32256, Run:8.43 S May 12 2021 Print:8.430 S May 12 2021 MiTek Industries,Inc.Thu Jun 03 10:07:26 Page:1 ID:?bwfmOzlbuyX5s4gyJ6GvozlvuZ-RfC?PsB7OHg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f -1-4-0 6-9-14 13-0-0 20-0-0 27-0-0 - 1 28-88 1-4-0' 6-9-14 6-2-2 7-0-0 7-0-0 1-8-0 4-0-0 3x e ,___ 5x5= 1.5x4■ 4X7 = 4 18 19 20 5 21 6 512 �■ 4Itfl _• iRij' 1.5x40 17 /1N +++Y/i r d 3� Aau co u'I -� �� 1 '44. fr + + + c . 1 _ uteri ._I.-- 8 o 12 22 23 11 m, 9 3x4= 5x8= �_ 3x4= 3x4- 2-0-0 2X5 a Scale=1:55.5 9-5-3 20-0-0I 24-10-0 2.6-10-4 28-8-0 REPAIR: 46"CANTILEVER ADDED TO 9-5-3 10-6-13 4-10-0 2-0-4 ' 1-9-12 RIGHT END OF TRUSS ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/16 EXP 1) AS SHOWN. TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: 2 X 3'S-2 ROWS,2 X 4'S-3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED @ 4"O.C. INSTALL 2 X 6 SP NO.2 + + + NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE CUT TO FIT TIGHT. FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. Plate Offsets(X,Y): [2:0-1-2,Edge],[6:0-6-8,0-2-0],[11:04-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Udefl LJd PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.22 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.43 11-12 >694 180 ' BCLL 0.0' Rep Stress Incr YES WB 0.84 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:172 lb FT=20% LUMBER 2) Wind:ASCE 7-10;Vuf1=130mph(3-second gust) TOP CHORD 2x4 SP No.2 Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf,h=1Bft; BOT CHORD 2x4 SP 2250F 1.9E'Except'11-8:2x4 SP B=45ft;L=29ft;eave=4ft;Cat.II;Exp C;End., No.2 GCpi=0.18;MWFRS(directional)and C-C Exterior(2) WEBS 2x4 SP No.2"Except"10-6:2x6 SP No.2 -1-4-11 to 1-7-5,Interior(1)1-7-5 to 13-0-0,Exterior(2) OTHERS 2x4 SP No.2(Bat) 13-0-0 to 17-2-15,Interior(1)17-2-15 to 27-0-0,Exterior BRACING (2)27-0-0 to 28-6-4 zone;cantilever left and right TOP CHORD Structural wood sheathing directly applied or exposed;end vertical left and right exposed;C-C for 3-95 oc purlins, except end verticals. members and forces 8 MWFRS for reactions shown; BOT CHORD Rigid ceiling directly applied or 6-0-0 oc Lumber DOL=1.60 plate grip DOL=1.60 bracing. 3) Provide adequate drainage to prevent water ponding. WEBS T-Brace: 2x4 SP No.2-4-11 4) N/A Fasten(2X) T and I braces to narrow edge of web with 1 Gd(0.131'x3')nails,6in 5) This truss has been designed for a 10.0 pat bottom o.c.,with Sin minimum end distance. chord live load nonconcurrent with any other live loads. Brace must cover 90%of web length. 6) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 0%4111111/1114 REACTIONS (lb/size) 2=973/0-7-10,10=1213/0-5-8 0 3-06-00 tall by 2-00-00 wide will fit between the bottom ♦♦ ,U S c i/ Max Horiz 2=248(LC 11) ♦ �` �` chord and any other members,with BCDL=10.Opsf. ♦ , I• Max Uplift 2=-337(LC 12),10=-451(LC 9) ♦ 7) Provide mechanical connection(by others)of truss to •� •E N•• • Max Gray 2=980(LC 21),10=1213(LC 1) bearing plate capable of withstanding 337 lb uplift at �� ••\,�G S�••• 0i FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 joint 2 and 451 lb uplift at joint 10. (Ib)or less except when shown. 8) Warning:Additional permanent and stability bracing for • 34869 TOP CHORD 2-16=-1777/585,3-16=-1739/602, truss system(not part of this component design)is *:• 3-17=-1523/517,4-17=-1453/536, always required. _ * / • 4-18=-067/296,18-19=-667/296, LOAD CASE(S) Standard 19-20=-667/296,5-20=-667/296, 113 1I I n r / 5-21=-667/296,6-21=-667/296 • t;► : r•' • lV BOT CHORD 2-12=-795/1644,12-22=-505/1023, i 0%� 4, 22-23=505/1023,11-23=-505/1023, i' ,T • "Q",'\• • 10-11=-464/366 °•j�, •• 0 R 1 ••`•G, ♦♦ WEBS 4-12=-175/670,3-12=-386/281, , \ ♦♦ 5-11=-437/280,6-10=-1231/747 37/1401, ����,/ON AL�%% NOTES Julius Lee PE No.34869 1) Unbalanced roof live loads have been considered for this design. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 4,2021 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 MiTekel 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 ANSI/TPII Quality Criteria,OSB-89 and BCSI Building Component I 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 Thompson Residence l J200278-R A15 Hip 1 1 Eng:GDL:1.0724211915 Job Reference(optionalZ 9 , Manning Building Supplies,Jacksonville,FL-32256, Run:8.43 S May 12 2021 Print:8.430 S May 12 2021 MiTek Industries,Inc.Thu Jun 03 10:07:27 Page:1 ID:ToT1 zm_wMB4Oi0e0VOdVR?zlvuY-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f -1-4-0i 6-1-3 11-6-10 17-0-0 23-0-0 28-8-0 1-4-0 6-1-3 5-5-6 + 5 5-6 6-0-0 i 5-8-0 4x7= 4x7. 2-0-0 5 18 19 20 6 c __ -- 3x4• �� -- - I �\ 21 3x6• 17 �' 22 fir2 4 �/ 7 / 1 1.5x4 NA-`. Y in ,X // ...re 3 4-0-0 a F- d 16 2 ®.. "". — d 12 11 23 10 WiLTA 1.5x4■ 3x4• 3x4= 5x8. 3x4• 2-00 Scale=1:55.7 8-9-14 17-0-022-10-4_ 24-10-0 28-8-0 8-9-14 8-2-2 5-10-4 1-11-12 3-10-0 REPAIR: 46"CANTILEVER ADDED TO 9-5-3 10-6-13 4-10-0 2-0-4 RIGHT END OF TRUSS ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/16 EXP 1) AS SHOWN. TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: . 2 X 3'S-2 ROWS,2 X 4'S-3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED @ 4"O.C. INSTALL 2 X 6 SP NO.2 NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE CUT TO FIT TIGHT. FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. Plate Offsets(X,Y): [2:0-0-10,Edge],[6:0-5-4,0-2-4],[10:0-1-13,0-1-8],[11:0-2-12,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/def Lid PLATES GRIP TCLL(roof) 20.0 1 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.12 12-15 >999 240 I MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.27 12-15 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.76 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:178 lb FT=20% LUMBER 2) Wind:ASCE 7-10;VuIt=130mph(3-second gust) TOP CHORD 2x4 SP No.2 Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft; BOT CHORD 2x4 SP No.2 B=45ft;L=29ft;eave=4ft;Cat.II;Exp C;End., WEBS 2x4 SP No.2'Except'9-7:2x6 SP No.2 GCpi=0.18;MWFRS(directional)and C-C Exterior(2) BRACING -1-4-11 to 1-7-5,Interior(1)1-7-5 to 17-0-0,Exterior(2) TOP CHORD Structural wood sheathing directly applied or 17-0-0 to 21-2-15,Interior(1)21-2-15 to 23-0-0,Exterior 3-10-3 oc purlins, except end verticals. (2)23-0-0 to 27-2-15,Interior(1)27-2-15 to 28-6-4 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc zone;cantilever left and right exposed;end vertical left bracing. and right exposed;C-C for members and forces& REACTIONS (lb/size) MWFRS for reactions shown;Lumber DOL=1.60 plate 2=969/0-7-10,9=121610-58 grip DOL=1.60 Max Horiz 2=284(LC 11) 3) Provide adequate drainage to prevent water ponding. 01111111/iii Max Uplift 2=-335(LC Max Gray , 12),9=-369(LC 4) N/A 2=979(LC 21), ==12116(LC 1) ,`,,,�,�`,us CF���',I FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 5) This truss has been designed for a 10.0 psf bottom �� •'GEN•'••. i• % (Ib)or less except when shown. chord live load nonconcurrent with any other live loads. �� •�\,\ `SF •• °i TOP CHORD 2-16=-1801/580,3-16=-1769/596, 6) 'This truss has been designed for a live load of 20.0psf 3-4=-1552/524,4-17=-790/327, on the bottom chord in all areas where a rectangle O 34869 5-17=-730/343,5-18=-674/349, 3-06-00 tall by 2-00-00 wide will fit between the bottom *.•/ % 18-19=-674/349,19-20=-674/349, chord and any other members,with BCDL=10.Opsf. 6-20=-674/349,7-22=-269/135 7) Provide mechanical connection(by others)of truss to i. -fl BOT CHORD 2-12=-753/1633,11-12=-552/1146, bearing plate capable of withstanding 335 lb uplift at , / / / • 9-10=-855/5021'0. joint 2 and 369 lb uplift at joint 9. i t WEBS 3-12=-341/205,4-12=-100/508, i 4-11=-634/322,6-11=-381/780, LOAD CASE(S) Standard ��, 0 R ,Q Q;••� `, 6-10=-851/507,7-10=-655/1339, ,s�.......•���•� 7-9=-1396/787 Si,��N A�,`0,•� NOTES 1) Unbalanced roof live loads have been considered for Julius Lee PE No.34869 this design. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 4,2021 Not A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USF. 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 ANSU7P11 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 Thompson Residence J200278-R A16 Hip 1 1 En ' :GDL 724211916 Job Reference(optional) g ` Manning Building Supplies,Jacksonville,FL-32256, Run:8.43 S May 12 2021 Print 8.430 S May 12 2021 MiTek Industries,Inc.Thu Jun 03 10:07:27 Page:1 ID:x_1PB6?Y7VCFKADD3k8k_DzlvuX-NC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f 1"4'0_ 6-9-3 12-10-10 19-0-0 21-0-0 • 27-1-6 28-8-0 I1-4-0I 6-9-3 6-1-6 6-1-6 2-0-0 6-1-6 1-6-10 1-5-0 4x4= 4X7= 2-10-0 5 19 6 24"X 24" C 1.5x4 a 3x4 w 18 20 3x4..4 i r{tl'. -, * 7 512 6 �i ; 35x + �� + q CAI AM N d 17 * 2 — 717 1 ii - o • • • • .�i . .++ • WA 13 21 22 12 11 3x4= "10 3x4 Scale=1:61.3 3x4= 5x8= 3x4= - 7-7-8 9-9-14 19-1-12 20-10-41 24-10-0 28-8-0 H REPAIR: 46"CANTILEVER ADDED TO 9-9-14 9-3-14 1-8-8 3-11-12 3-10-0 RIGHT END OF TRUSS ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/16 EXP 1) AS SHOWN. TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: 2 X 3'S-2 ROWS,2 X 4'S-3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED @ 4"O.C. INSTALL 2 X 6 SP NO.2 NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE CUT TO FIT TIGHT. FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. Plate Offsets(X,Y): [2:0-0-14,Edge],[3:0-2-8,0-3-0],[6:0-3-0,0-2-4],[13:0-4-0,0-3-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/deft L/d i PLATES GRIP TCLL(roof) 20.0 I Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.32 12-13 >936 240 1 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.63 12-13 >469 180 BCLL 0.0* Rep Stress Incr YES WB 0.74 • Horz(CT) 0.03 10 n/a n/a BCDL 10.0 i Code FBC2017/TPI2014 Matrix-MSH • Weight:180 lb FT=20% LUMBER 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) TOP CHORD 2x4 SP No.2 Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft; BOT CHORD 2x4 SP 2250F 1.9E B=45ft;L=29ft;eave=4ft;Cat.II;Exp C;End., WEBS 2x4 SP No.2"Except"7-10:2x6 SP No.2 GCpi=0.18;MWFRS(directional)and C-C Exterior(2) OTHERS 2x4 SP No.2(flat) -1-4-11 to 1-7-5,Interior(1)1-7-5 to 19-0-0,Exterior(2) BRACING 19-0-0 to 25-2-15,Interior(1)25-2-15 to 28-6-4 zone; TOP CHORD Structural wood sheathing directly applied or cantilever left and right exposed;end vertical left and 3-9-2 oc purlins, except end verticals. right exposed;C-C for members and forces&MWFRS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc for reactions shown;Lumber DOL=1.60 plate grip bracing. DOL=1.60 WEBS T-Brace: 2x4 SP No.2-4-12 3) Provide adequate drainage to prevent water ponding. Fasten(2X) T and I braces to narrow edge 4) N/A of web with 10d(0.131"x3")nails,6in 1111111 o.c.,with 3tn minimum end distance. 5) This truss has been designed for a 10.0 psf bottom ,`SII II4�� Brace must cover 90%of web length. chord live load nonconcurrent with any other live loads. ,•� ��IU S CF �s REACTIONS (lb/size) 2=972/0-7-10,10=1213/0-5 8 6) *This truss has been designed for a live load of 20.0psf ,�� F �• Max Horiz 2=302(LC 11) on the bottom chord in all areas where a rectangle ,. ••.,A G E►V S%•••• �1 3-06-00 tall by 2-00-00 wide will fit between the bottom Max Uplift 2=-336(LC 12),10=-369(LC 12) chord and any other members,with BCDL=10.0psf. • : •No 34869 • FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 7) Provide mechanical connection(by others)of truss to • *: :* • ( r. Ib)or less except when shown. bearing plate capable of withstanding 336 lb uplift at TOP CHORD 2-17=-1749/570,3-17=-1707/588, joint 2 and 369 lb uplift at joint 10. * i • ... •314=-1482/513,4-18=-527/259, 8) Waming:Additional permanent and stability bracing for "'0•• /•CC 5-18=1446/275,5-19=-414/288, truss system(not part of this component design)is i ",a • I-. I• ' f 6-19=-414/288,6-20=-424/255, always required. i - • 7-20=-513/237 �� • Q BOT CHORD 2-13=-715/1653,13-21=-484/1086, LOAD CASE(S) Standard e• O R 1�•.•G\,,• 21-22=-484/1086,12-22=-484/1086, WON ALE�.`� 11-12=-186/462,10-11=-591/379 ,ii///11111111,, WEBS 3-13=-358/224,4-13=-140/643, 4-12=-828/393,7-11=-617/1323, Julius Lee PE No.34869 7-10=-1449/822 MiTek USA,Inc.FL Cert 6634 NOTES 6904 Parke East Blvd.Tampa FL 33610 1) Unbalanced roof live loads have been considered for Date: this design. June 4,2021 OM= A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 ivi iTek. 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/TPI1 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/ " Center plate on joint unless x,y 6 4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury r_� Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. I Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 1)- 16" 4 may require bracing,or alternative Tor I bracing should be considered. AMEint 111L111/01•Nes O� 3. Never exceed the design loading shown and never 11.—Ap stack materials on inadequately braced trusses. U 4. Provide copies of this truss design to the building I— 0 designer,erection supervisor,property owner and C7-8 C6-7 C5-6 I- i all other interested parties. For 4 x 2 orientation, locate plates 0- 6from outside BOTTOM CHORDS ' ' 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint — This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber NUMBERS/LETTERS. shall not exceed 19%at time of fabrication. software or upon request. 9. Unless expressly noted,this design is not applicable for PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. PLATE SIZE ICC-ES Reports: 10.Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that specified. Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13.Top chords must be sheathed or purlins provided at by text in the bracing section of the truss unless Otherwise shown. spacing indicated on design. output. Use T or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less,if no ceiling is installed.unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15.Connections not shown are the responsibility of others. I 16.Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved =� reaction section indicates joint 17.Install and load vertically unless indicated otherwise. 11 IN .11 MI number where bearings occur. __ 18.Use of green or treated lumber may pose unacceptable 11&:-....11 ,R,size shown is for crushing only. ,R, environmental,health or performance risks.Consult with �� project engineer before use. Industry Standards: 19.Review all portions of this design(front,back,words ANSI/TPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone 9 P is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. MI20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, I'-I/I ITe k� Installing&Bracingof Metal Plate 21.The design does not take into account any dynamic or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.5/19/2020