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611 TIMBER BRIDGE LN - TRUSSES a • mit Lumber design values are in accordance with ANSI TPI 1 section 6.3 These truss designs rely on lumber valu S,e tablished by others. Q FF COPY MiTek"' RE: 15815T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Toll Brother's Project Name: . Model: The Captiva - Coastal Lot/Block: 166 - HT Subdivision: Atlantic Beach Address: 611 Timber Bridge lane, . City: Jacksonville State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 52 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 No. Seal# Truss Name Date 1 T14372537 HJO4 6/22/18 t18 T14372554 PB01 6/22/18 1 2 1T14372538 HJ14 6/22/18 19 T14372555 j TO1 6/22/18 3 1T14372539 HJ24 6/22/18 20 T143725561 T02 6/22/18 4 T14372540 J02 6/22/18 21 T14372557 T03 6/22/18 5 1T14372541 J04 6/22/18 22 T143725581 T04 6/22/18 6 1T14372542 J06 6/22/18 23 T14372559 T05 6/22/18 7 T14372543 J12 1 6/22/18 24 T14372560 1 T06 6/22/18 8 1T14372544 J14 1 6/22/18 25 T14372561 T07 6/22/18 9 T14372545 J16 1 6/22/18 26 T14372562 T08 6/22/18 10 714372546 1 J22 6/22/18 27 T143725631 T09 1 6/22/18 11 1714372547 I J24 6/22/18 28 T14372564 T10 ! 6/22/18 112 T14372548 1J32 L6/22/18 29 T14372565 T11 _ 6/22/18 13 T14372549 1J34 1 6/22/18 30 T14372566 T12 j 6/22/18 114 T14372550 J36 L6/22/18 31 T14372567 T13 1 6/22/18 j 15 T14372551 J42 • j 6/22/18 32 T14372568 T14 6/22/18 ] 16 714372552 1J52 6/22/18 33 T14372569 T15 6/22/18 1 17 T14372553 J62 6/22/18 34 T143725701 T16 16/22/18 _I The truss drawing(s) referenced above have been prepared by MiTek `���wLIUS Ftii, USA, Inc. under my direct supervision based on the parameters �� J ••...... $. ei provided by Building Component Supply. �` ..• EN.STruss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2019. 777YiYY ttt,,, IMPORTANT NOTE: The seal on these truss component designs is a certification • ::Cc that the engineer named is licensed in the jurisdiction(s)identified and that the ,� STATE OF : 44/� designs comply with ANSI TPI 1. These designs are based upon parameters '#°•, **-1. shown(e.g.,loads,supports,dimensions,shapes and design codes),which were •,SFS• O A 1°.••�,�\,�` filerefn terenMiTek. ce purpose oproject nly,and was not�akenlon into account ined is �he preparation of 41 r MiTek's customersei,S�ONA'�?ON these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Julius Lee PE No.34869 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI,TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 Lee, Julius 1 of 2 RE: 15815T0 - Site Information: Customer Info: Toll Brother's Project Name: . Model: The Captiva - Coastal Lot/Block: 166 - HT Subdivision: Atlantic Beach Address: 611 Timber Bridge lane, . City: Jacksonville State: FL No. Seal# Truss Name Date 35 T14372571 T17 6/22/18 36 T143725721118 6/22/18 37 T14372573 1119 6/22/18 38 T14372574 1120 6/22/18 39 T14372575 1121 6/22/18 40 T143725761122 6/22/18 41 T14372577 1 123 6/22/18 42 T14372578 1124 6/22/18 43 T14372579 I T25 6/22/18 44 T14372580 I T26 6/22/18 45 T14372581 1127 6/22/18 46 T143725821128 6/22/18 47 T14372583 1129 6/22/18 48 T14372584 I T30 6/22/18 49 T14372585 I V01 6/22/18 50 T14372586 I V02 6/22/18 51 T14372587 1 V03 6/22/18 52 T14372588 I VO4 6/22/18 OFFICE COPY 2 of 2 'Job Truss Truss Type Qty Ply T14372537 15815T0 HJO4 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:08 2018 Page 1 I D:urcmROEH6c2j4VJkUUiYnoy8i UN-tAgpZvJ3ZPj_5ACz8CW EvnxpbnJhUrNoaTE2Hkz3nU 1 5-7-2 5-7-2 Scale=1:17.3 2 4.24 12 1 Special NAILED 9 • 0 N t` 10 N N q iT a 3 NAILED NAILED 3x4 I I 3x6 II 5-7-2 5-6-12 Plate Offsets(X,Y)-- (1:0-3-14.0-5-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.04 3-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.08 3-8 >782 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 2 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 lb FT=20% LUMBER- • BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=141/Mechanical,3=75/Mechanical,1=244/0-7-0 Max Horz 1=56(LC 8) Max Uplift 2=-49(LC 8),1=-18(LC 8) Max Gray 2=141(LC 1),3=98(LC 3),1=244(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCp1=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections.5)Provide `,��1 11111 j, 6)"NAILED"indicatesOU Od(0.148bconnection x3'oy e rs2-12d(0)of truss48'x3 25')Poe nal per NDS guidlines.to bearing late capable of withstanding 100 lb uplift at joint(s)2,1. ,,,,St,�`fj�J S. 6' 10,7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� ••••.•• G E N s, ...• ' . LOAD CASE(S) Standard • • • 3 •4869 • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • Uniform Loads(plf) * 01, * ••• Vert:1-2=-60,3-4=-20 • • * • Concentrated Loads(Ib) b / :Cc:: Vert:10=-17(F=-9,B=-8) ;:14./Z. 1.•• i% ' ' OR,O : �/ '0,,3 ()NA' •�• �C�s. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 • Date: June 22,201 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual budding 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 Mile k • is always required for stability and to prevent collapse with possible personal Ir*ry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANWIPfI Gualy CrIeda,DS649 and ACS/Wldhg Component 6904 Parke East Blvd. Safety Intomm/brpvdable from Truss Plate Institute.218 N.Lee Street Sale 312.Alexandria,VA 22314. Tanga,FL 33610 1 !Job Truss Truss Type I ' ft:Ity Ply T14372538 15815T0 HJ14 Diagonal Hip Girder 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:09 2018 Page 1 I D:urcmROEH6c2j4VJkUUiYnoy8i U N-LNOBnFKiKjrrjKnAiv1TS_U?kBfODldxo7zcpAz3nU0 5-7-2 I 5-7-2 Scale=1:17.3 21 4.24 12 ,d,1 NAILED Special 9 II 9 , N'- (:.1 r N N 1 il iiig d II III 1 1 i 01. 10 3 bilfil NAILED NAILED 2x4 II 3x611 P-3.81 5-7-2 I 0-3-8 5-3-10 Plate Offsets(X,Y)-- [1:0-3-14,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.05 3-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.32 Vert(CT) -0.07 3-8 >926 180 BCLL 0.0 . Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=137/Mechanical,3=71/Mechanical,1=252/0-4-15 Max Horz 1=56(LC 8) Max Uplift 2=-54(LC 8),3=-34(LC 8),1=-75(LC 8) Max Gray 2=137(LC 1),3=94(LC 3),1=252(LC 1) FORCES. (Ib)-Max.Comp./Max-Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•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. ``fit1%I11I I I/1/,_ 4)Refer to girder(s)for truss to truss connections. `,% ot�lU S L�• Ii, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. `• ... 1 6)'NAILED"indicates 3-10d(0.148-x3')or 2-12d(0.148'x3.25")toe-nails per NDS guidlines. •: .••\C E N S•• ••ice 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • •. V F•••. • 34869 • • LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • Uniform Loads(plf) * ..• .. Vert:1-2=-60,3-4=-20 �-0. / ;tr Concentrated Loads(lb) i 13.•• r !if, ;i i Vert:10=-17(F=-8,B=-9) �0�. Q'•. 40 Z � OR1s-•• •: Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: June 22,2018 V M WARNING-Verify design parameters and READ NOTES ON S AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. till Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and Is for an Individual building component,not •i 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 possble personal inlay and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANlt/IMI Coaly CWook%DSI49 and ICI luldhp Compon.nt 6904 Parke East Blvd. Safely Infotrnationcivallable Born Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type *Sty Ply T14372539 15815T0 HJ24 Diagonal Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:10 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-pZyZ_bKK5OziKUMMFdYi_COBIa?tylt51 nj9Ldz3nU? 5-7-2 5-7-2 Scale=1:21.6 2 4.2412 �A NAILED Special 5 II 2x4 II 1 ►_ 6 NAILED 4 3 2x4 II NAILED 5-7-2 I 5-7-2 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.06 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.09 3-4 >707 180 BCLL 0.0 * Rep Stress!nor NO WB 0.00 Horz(CT) 0.08 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=217/0-7-0,2=152/Mechanical,3=66/Mechanical Max Horz 4=86(LC 8) Max Uplift 4=-22(LC 4),2=-66(LC 8),3=-6(LC 8) Max Gray 4=217(LC 1),2=152(LC 1),3=103(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Qpsf;h=25ft;B=45ft;L=24f1;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. 6)"NAILED"indicates 3-10d uidlines. 7)In the LOAD CASE(S)section,o ) adsto h appliedthe face of or 2-12d etruss narilsper noted as front(F)or back(B). , S��jv�1U S 1(��♦♦♦♦♦ LOAD CASE(S) Standard � .••\G•E•N s•• ♦♦ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �•'•. Uniform Loads(plf) No 34869 Vert:1-2=-60,3-4=-20 Concentrated Loads(Ib) Vert:6=-4(F.2,B=-2) • T. t . I .. • ••........; %• � ♦�`9/ N A .�. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 A WARNING-Verity THIS design parameters and READ NOTES ON AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 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 mit 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 inpxy and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IP11 Cualy CIhr6.05849 and SCSI Belding Component Safety ktionnafoKrvallable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ply T14372540 15815T0 J02 Corner Jack I1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:10 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-pZyZ_bKK50ziKUMMFdYi_COGaa42ylt51 nj9Ldz3nU? 1-10-15 1-10-15 Scale=1:10.7 2 6.00 12 1 !1100 3x5 II 3 1-10-15 { 1-10-15 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 l BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=47/Mechanical,3=29/Mechanical,1=76/0-5-8 Max Horz 1=27(LC 12) Max Uplift 2=-19(LC 12),3=-1(LC 12) Max Gray 2=47(LC 1),3=34(LC 3),1=76(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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 t tween d any other 4) Refer to girder(s)forr bottom s toord truss n onnectionsmembers. `�����t_fjUSt(�"10I, 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. ,' .. ... 6.' �, .` •'•GENS '•• • 34869 • .:-ot OP / :cc.: ••0��` COR1OP�`�l/`. ss "i�; •,0 N Aiiii '`c• �S" Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 Et A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MlTek0 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 fabk:atlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSHIPII Quail),CJerb,053.89 and KCS/Building Compon.nt 6904 Parke East Blvd. Sa(alybBtormallonavallabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type $ Ity Ply TI4372541 15815T0 J04 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:11 2018 Page 1 I D:urcmROEH6c2j4VJkUUiYnoy8iUN-HIVxCxLysK5ZyexYpK3xXPZOm_NBhC7EGRSjt3z3nU_ I 4-0-0 4-0-0 • Scale:3/4'=1' z 6.00 12 • Ti I SIN N I N! 1 ■ .016.14 3 111 3x5 11 4-0-0 4-0-0 Plate Offsets(X,Y)-- (1:0-0 1,0-0 3j,X1:0-0-3,0-5 0),11:0-2-8,0-0-7j LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=103/Mechanical,3=55/Mechanical,1=158/0-5-8 Max Horz 1=57(LC 12) Max Uplift 2=-41(LC 12) Max Gray 2=103(LC 1),3=73(LC 3),1=158(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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 4)Refelt r bo girder(s)for etween the ttru s to truss connections.any onsmembers. ,�� �`�U S,�F'/, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. %% ... ei ''GENS •• • No 34869 • • • S/4NAI-E ``‘ Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 f, WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekth 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,seeANlfVlPl1 QualyCarida,DU-09 and ACM Auldhtg Component 6904 Parke East Blvd. Safety k, ,n,allon'uvdlable from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexandrla.VA 22314. Tampa.FL 33610 Job /Truss Truss Type t Oty Ply I T14372542 15815T0 1J06 Jack-Open 6 1 Job Reference(optional) , Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:12 2018 Page 1 I D:urcm ROEH6c2j4VJkU U iYnoy8i U N-mx3JPHMadeDQan W I N2aA4d5VkOfoQf N N V5CGPVz3nTz 6-0-0 6-0-0 Scale=1:20.7 2 l 6.00112 8 I 1 ,t- crt cb N 7 cA 1 .41111 ►_ 3 3x5 II 6-0-0 6-0-0 Plate Offsets(X,Y)-- (1:0-0-1,0-0-3),11:0-0-3,0-5-01,11:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. ! DEFL. in (lou) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.07 3-6 >951 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.14 3-6 >524 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=237/0-5-8 Max Horz 1=86(LC 12) Max Uplift 2=-62(LC 12),1=-1(LC 12) Max Gray 2=157(LC 1),3=111(LC 3),1=237(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4)Refer tt o girder(s)for tween the bottom s too trod snd onnectionsother members. ,,%S% 01111111/1 -U S L ,''' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. ,' ....... F •• .`� •*�CE0/g ' •• No 34869 ▪ *; 1* a-0: r fz� k! • ' O. i`'/O N A • isiliiii�-to`. Julius Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Btvd.Tampa FL 33610 Date: June 22,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. 11111 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. Brachg indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing KAMTek Is always required tot stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIMI Oualy Cdab,DSB-19 and SCSI Bidding Compon.nt 6904 Parke East Blvd. Sa/ety hdfRealbn:avdlabie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type j my Ply T14372543 15815T0 J12 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:13 2018 Page 1 I D:urcmROEH6c2j4VJkU UiYnoy8iUN-E8dhddNCOxLGBx5xxl5Pcgenoo5p96dXjlxpxyz3nTy 2-1-1 2-1-1 • Scale=1:10.7 2 6.00 12 1 11'1 3 4111110 3x5 11 2-1-1I { 2-1-1 Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,11:0-0-3,0-5-01,11:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=48/Mechanical,3=27/Mechanical,1=76/0-5-8 Max Horz 1=27(LC 12) Max Uplift 2=-18(LC 12) Max Gray 2=48(LC 1),3=35(LC 3),1=76(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•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 4)Refer to girder(s)for trut between the ss tochord truss nd onnectionsother members. `%%%I J�fIU S'(�4ili� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. ,,' .... F l• • LENS' • • .• i :• • 34869 • • • *; .**.ouriu . -• T.;-t)1 r .:cr..: • , /4„:,A\ 4 't.• • • • ee• 10NALE?��•• Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 0 WARNING-V.rfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NB i Design valid for use only with MITeke connectors.this design Is based only upon polar nelers 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 stabiily 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.seeANSI/IMI OuolyCtfeda.DS11-89 and JC9 fu rg Component 6904 Parke East Blvd Safety lefentattletrivallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexatdda.VA 22314. Tampa.FL 33610 Job ITuuss Truss TypeIaty Ply T14372544 15815T0 IIJ14Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:14 2018 Page 1 I D:urcm RO E H6c2j4VJkU UiYnoy8i UN-i KB4gyNg9FT7p5g7UTce92 Bv_COSuZtgyOhNTOz3nTx 4-0-0 4-0-0 Scale:3/4'=1' 2 r� 6.00 12 7 r i. O) N N NJ 1 - M3 F/ 3x5 II 3- 4-0-0 3- 3-9-0 Plate Offsets(X,Y)-- ]1:0-0-1,0-0-3],]1:0-0-3,0-5-0],(1:0-2-8,0-0-7] ' I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=103/Mechanical,3=55/Mechanical,1=158/0-3-8 Max Horz 1=57(LC 12) Max Uplift 2=-47(LC 12),3=-28(LC 12),1=-38(LC 12) Max Gray 2=103(LC 1),3=73(LC 3),1=158(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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 . ,,, 111111114,,,' will fit between the bottom chord and any other members. ,`l 001..)S (e lee 4) Refer to girder(s)for truss to truss connections. ,• S ... •� •� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. :•� .•\G E N s'••.•• .ice • • i No 34869 • • *• :*. - - . .., e .. .„ g0 ...4..., ... .. • .. . l, ,. ,t„... ,R • eiti,'ONA' - " s Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 e. hut o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Indwdual 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.seeANSUIPII QuaayOrono,DS$49 and SCSI Building Componsni 6904 Parke East Blvd. Sabty brflmafonavallable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 1 Job Truss Truss Type bty Ply T14372545 15815T0 J16 Jack-Open 14 1 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:15 2018 Page 1 I D:urcm ROE H6c2j4VJkUU iYnoy8i U N-AW IS 1 IOSwZb..-RFFJ2A8thFj0_bhzd06gB2Qw?gz3nTw 6-0-0 6-0-0 Scale=1:21.7 2 , I 6.0012 8 • 10, ^qNM7 r•S 1 c = 3x5 I I 3 3- 6-0-0 3- 5-9-0 Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,[1:0-0-3,0-5-0],[1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.16 3-6 >441 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.44 Vert(CT) -0.14 3-6 >524 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) -0.03 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP --- Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=237/0-3-8 Max Horz 1=86(LC 12) Max Uplift 2=-71(LC 12),3=-40(LC 12),1=-60(LC 12) Max Gray 2=157(LC 1),3=111(LC 3),1=237(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,` 11111111g/j' will fit between the bottom chord and any other members. ,,�� J�+f,J$ Li...�I� 4) Refer to girder(s)for truss to truss connections. ..... ee 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. `�� ••.�‘C E N •'. �i� 34869 *:: * * =13.* ii / 4 crE O °ilk .< 0R1,OP' ` ♦ -. Julius Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: June 22,2018 I imui, 0 WARNING-yerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MlTeku8 connectors.This design Is based only upon paran refers shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity 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 MiRek" is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see/WSJ/MI Qualy Call da,058-89 and SCSI WIdhIg Component 6904 Parke East Blvd. Safely Moanasanavallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Mexandrfa.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type tlty Ply T14372546 15815T0 J22 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:15 2018 Page 1 I D:urcmROEH6c2j4VJkUUiYnoy8i UN-AW IS1 IOSwZb_RFFJ2A8thFj7Fbrt6d06gB2Qw?gz3nTw 1-10-15 1-10-15 Scale=1:10.7 6.00 12 2 1 3 3x5 11 0-3-0I 1-10-15 0-3-0 1-7-15 Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,11:0 0 3,0-5-0),11:0-2 8,0 071 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=47/Mechanical,3=29/Mechanical,1=76/0-3-8 Max Horz 1=27(LC 12) Max Uplift 2=-23(LC 12),3=16(LC 12),1=-16(LC 12) Max Gray 2=47(LC 1),3=34(LC 3),1=76(LC 1) FORCES. (Ib)-Max.Comp./Max-Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit d 1.1 between sgirder(s)for trussto truss connect onsy other members. ,%S%' �U S.‘01111t ���i� 4)Refer to 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. s%%%%% `% •.., F �j� GENS• �i • 34869 = , * 4 : = :ccz. C.` OR,o . \ • ��4 iii / � %•• ONAL Julius Lee PE No.34869 MiTek US&Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6*7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and Is for an Individual balding 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 balding design. Bracing Indicated Is to prevent buckling of Individual brassbracing web and/or chord members only. Additional temporary and permanent Mi lT ek k 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,seeANlWIPII Cualy C1hda,033-89 and SCSI Suidlrp Componont 6904 Parke East Blvd. Safely Idonnalbmvcilabie from Truss Plate Institute.218 N.Lee Street,Suite 312.NexandrIa VA 22314. Tampa.FL 33610 _ r Job Truss Truss Type Qty Ply T14372547 15815T0 'J24 Jack-Open ,2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:16 2018 Page 1 I D:urcmROE H6c2j4VJkUUiYnoy8i U N-ejJgFeP5hskr2PpW ctf6ETGCS?3wMTMzPiATYGz3nTv 4-0-0 4-0-0 Scale=1:21.0 2 6.00 12 5 2x4 II 1 ri m - 1 1� ONA 43x4 II 3 4-0-0 4-0-0 Plate Offsets(X,Y)-- (4:0-2-0,0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=152/0-5-8,2=107/Mechanical,3=45/Mechanical Max Horz 4=86(LC 12) Max Uplift 2=-56(LC 12) Max Gray 4=152(LC 1),2=107(LC 1),3=73(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4 truss to truss 5) Provide mer to echanicaler(s) rconnection(byothers)ons.truss to bearingplate capable of withstanding100 lb uplift at joint(s)2. S� ,+,,,""',��II ) P P JLAUS ,4444 • C,E N 8 • 34869 =-v: / :cc= : eee �,0�• oR1oP� • ��• 1,,� 0NA�l"0 IfiliesJulius Lee PE No.34869 MlTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekJ 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. Brachrg 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 lnlury and properly damage. For general guidance regarding the fatxicatkxr,storage,delivery,erection and bracing of trusses and truss systems,seeANSy1Pll Quality C,Nda,DSBd9 and BCSI Binding ComponMl 6904 Parke East Blvd. Sanity wannallan.vdlable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 I Job Truss Truss Type bty Ply T14372548 15815T0 J32 Corner Jack 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:17 2018 Page 1 I D:urcmROE H6c2j4VJkUUiYnoyBi UN-6vtCS_QjSAsigZOiAbALngpThPSd5wc7eMv14jz3nTu 2-1-1 2-1-1 Scale=1:10.7 2 6.00 FIT , 1 Icot 3 3x5 11 0-3-02-1-1 , I 0-3-0 1-10-1 Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,[1:0-0-3,0-5-01,11:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7 1b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=48/Mechanical,3=27/Mechanical,1=76/0-3-8 Max Horz 1=27(LC 12) Max Uplift 2=-23(LC 12),3=-15(LC 12),1=-17(LC 12) Max Gray 2=48(LC 1),3=35(LC 3),1=76(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit tween bottom chord and 4)Refer to girder(s)fo truss to truss cony other nections.onsmembers. `%%%��V1U U.S. (F''110 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. ,• � , F �j •• GENS. ��i No 34869 it r OP, �� ka i .40RX ., :"*.• Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 f mit V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 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 k>Irry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeiddWIPII Quail),CANA&05619 and SCSI Suldhy Component 6904 Parke East Blvd. laNfy Igannatbnnvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type bty Ply T14372549 15815T0 J34 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:18 2018 Page 1 ID:urcmR0EH6c2j4VJkUUiYnoy8iU N-a5QagKQLCU_ZlizujlhaJuLbmpmQgNsGt0fac9z3nTt 3-8-8 3-8-8 Scale:314.=1' 2 6.00TIF5 N N 411011111 1 N .I 3 4 3x8 11 I 3-8-8 3-8-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 . Code FBC2017/TPI2014 Matrix-MR Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=140/0-5-8,2=97/Mechanical,3=43/Mechanical Max Horz 4=50(LC 12) Max Uplift 2=-43(LC 12) Max Gray 4=140(LC 1),2=97(LC 1),3=67(LC 3) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. , ,,`, ;1'U S Le,, , • 34869 � ,�� OR10.• c.1 NAL Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33810 Date: June 22,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10103/2015 BEFORE USE. but Design valid for use only with MITek€,connectors.This design Is based only upon parameters shown,and Is for an IrdMdual 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 possble personal Wry and property damage. For general guidance regarding the fabricators storage,delivery,erection and bracing of trusses and truss systems,seeANlVIPII Ovally Weft 038.89 and CCs=Building Component 6904 Parke East Blvd. Salify 1Nolmof nrvdlabie from Truss Plate Institute.218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job j Truss 1 Truss Type Qty Ply T14372550 15815T0 I J36 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 6 May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:19 2018 Page 1 I D:urcmROE H6c2j4VJkUU iYnoy8i U N-21_ztg Rzzn6QwsY5HOCps5ug7D t gZg6P6gO88bz3nTs 6-0-0 ' 6-0-0 Scale=1:27.1 2 6.00 112 � 6 5 a m 3x4 II re v 1 `r i 1 1 MI r 11 IC 4 3 4x5 H 6-0-0 6-0-0 Plate Offsets(X,Y)-- [4:0-2-8,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 : TC 0.62 Vert(LL) 0.08 3-4 >870 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.12 3-4 >567 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.12 2 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=232/0-5-8,2=162/Mechanical,3=70/Mechanical Max Horz 4=115(LC 12) Max Uplift 2=-77(LC 12) Max Gray 4=232(LC 1),2=162(LC 1),3=111(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4 Refer to er(s) truss to truss ons. 5)Provide medchanicalrconnection(byothers) truss to bearingplate capable of withstanding100 lb uplift at joint(s)2. Off,,,0 S L,��fi •) P P •,� ���US �� � • • ••\-`v S�••• , •• = 34869 : • *: :* O;• ,. i 7- 11,, to 'ONAt- o`,� u+n++ Julius Lee PE No.34869 MITek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10103/2015BEFORE USE. �t I 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 verity 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 properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeAlldVIM1 puny Clf.ria,DSB-89 and DCSI Building Component 6904 Parke East Blvd. Safely Bdolmalbmvalabte from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type '-----T-City Ply I T14372551 15815T0 J42 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:20 2018 Page 1 I D:urcm R O E H6c2j4VJkUU iYnoy8i U N-XUYL50Sbk5E HX07Hrjj2OJ RyvcTN I H MZKK8hh2z3nTr 1-10-15 1-10-15 6.00 2 Scale:3/4'=1' 2 2x4 I I 1 orm N N N II ,� PIA 4 3 2x4 1-10-15 1-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES I WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=70/0-5-8,2=50/Mechanical,3=20/Mechanical Max Horz 4=56(LC 12) Max Uplift 2=-35(LC 12),3=-11(LC 12) Max Gray 4=70(LC 1),2=53(LC 17),3=34(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. ,`,>►111111Willi_,' ,0" 000 aS (� II GENS;. I•• • . • • 34869 ••: 1. it• : O .. =�1.13: / .4 .... ... 'r,= Z ''/c‘cc'•/ 4 V.•.* • III, /• .•, `s i/. O N M- os, "gi11'it 1j° Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: June 22,2018 V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/0312015 BEFORE USE. mi Design valid for use only with MITeld)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 verity 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,seeANSOPII Quality Criteria,DSB-89 and BCSI Bulk/gig Component 6904 Parke East Blvd. SalelyhrtamraBarpvdlable from Truss Plate institute,218 N.Lee Street.Suite 312,Plexandda,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Oty Ply T14372552 15815T0 J52 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:21 2018 Page 1 1 D:urcmROEH6c2j4VJkUUiYnoy8iUN-?g6j IMTDVPM89AiTPREHxW z7nOpf 1 jbiZ_tE DUz3nTq 2-1-1 2-1-1 Scale:3/4"=1' 6.00 12 2 1 2x4 I 1 ■ 1 10 =, 3 ,/ 4 2x4 2-1-1 2-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud j PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=70/0-5-8,2=49/Mechanical,3=20/Mechanical Max Horz 4=56(LC 12) Max Uplift 2=-35(LC 12),3=-8(LC 12) Max Gray 4=70(LC 1),2=52(LC 17),3=36(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. , `,,,j J�,US C��,,',,, • No 34869 • yt •• 4.4 • 41„, ..: ORS 'eel S/ON A' ‘‘N Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: June 22,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 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 verlry 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,seeANSulP11 Quality CrIbida,058.89 and&CSI&aiding Campanian 6904 Parke East Blvd. Safety►Norma/bnuvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T14372553 15815T0 J62 Corner Jack ,1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:21 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-?g6jIMTDVPM89AiTPREHxW z9Xogp1jbiZ_tEDUz3nTq 1-7-7 1-7-7 Scale=1:10.7 6.00 12 2 1 I■ , 4 3 3x8 1-7-7 1-7-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017lTPI2014 Matrix-MR Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=58/0-5-8,2=41/Mechanical,3=17/Mechanical Max Horz 4=21(LC 12) Max Uplift 2=-20(LC 12) Max Gray 4=58(LC 1),2=41(LC 1),3=28(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. It Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. 01111111f1 j/,, .` •' GENS '•.• • 34869 • * • S.-0 / :Cc 140 • moi•, • • ••'�� `•� x,,/ONA 1� 0 Julius Lee PE No.34869 MITek US&Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design h based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity 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 tabrlcatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSIIIPII Quay Crfalo,D5B-89 and BCSI Max!Compon.n/ 6904 Parke East Blvd. Safety B,Tormanarruvallable Born Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply T14372554 15815TO PB01 Piggyback 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:22 2018 Page 1 I D:urcmROEH6c2j4VJkUUiYnoy8i UN-Ttg5Vi UrGi U?nKHgy8mW UkW KiQAkmArsoedolwz3nTp 2-0-0I 4-0-0 i 2-0-0 2-0-0 , 3x6= Scale=1:7.8 3 6.00 I12 4 2 5 1 ` o , IimilllimiomMil 2x4= 2x4= 4-0-0 I 4-0-0 Plate Offsets(X,Y)-- (3:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 4 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=120/2-0-14,4=120/2-0-14 Max Horz 2=-14(LC 10) Max Uplift 2=-30(LC 12),4=30(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 67))Provide See Standard aIndust ical oiTruss Connection Dby others)of truss to etail for Connection capable tobase withstanding russda g 100 applicable,or at consult joint(s) qualified building ��:S.\ ��",i,t„f,1''I Industry Piggybackq `s \ I.V S As.FF e'ee • designer. �� 34869 • .1". *! 010 . • 4 • eel•` - • . sr. 'ell,ic N A� os Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 • 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllekm-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 ;l' balding design. Bracing Indicated Is to prevent buckling of individual truss web and/ofchard 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.seeANS./IPII Qualy CII.IS,DS8-86904 Parke East Blvd. 9 and SCSI Bolding Component Ta Safety krfo►maI i vdtable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria, Tama.FL East 0 VA 22314. Job 'Truss Truss Type r %Ory Ply 1 T14372555 15815T0 I TO1 Half Hip Girder I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:23 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-x3ETj1 UUI OcsOUssWsH10x3OkgGZVdA?OIMLIMz3nTo 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:18.6 Special 4x5= 2 3 , 6.0012PA A 1 Y 5 4 2x4 II 3x5 II Special 4-0-0 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- (1:0-0-1,0-0-3),[1:0-0-3,0-5-0],11:0-2-0,0-0-71 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.14 5-8 >509 240 MT20 244/190 TCDL 10.0 i Lumber DOL 1.25 BC 0.97 Vert(CT) -0.29 5-8 >250 180 BCLL 0.0 * , Rep Stress Incr NO WB 0.06 Horz(CT) 0.16 3 rVa n/a BCDL 10.0 1 Code FBC2017/TPI2014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=58/Mechanical,4=303/Mechanical,1=294/0-5-8 Max Horz 1=58(LC 8) Max Uplift 3=-27(LC 4),4=-35(LC 8),1=-21(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-292/106 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,`��1 111111 j, 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `,s ��AU S L I, will fit between the bottom chord and any other members. % .•••., F '�, 6) Refer to girder(s)for truss to truss connections. ,S' .•'�G E N S+•• ��� 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. �� V '.*.i. 0 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)138 lb down and 142 lb up at • •• 34869 4-0-0 on top chord,and 81 lb down at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the = *•: responsibility of others. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). * • .• LOAD CASE(S) Standard ', ;/ �/ 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 .O '.•i �/�� Uniform Loads(plf) X00Vert:1-2=-60, Q Q.• �� ConcentVeetl2 Loads (lb) l 5=-81(F)3 0,4-6=-20 ,,��i,I1 j0 N A�-��.�`,,, 111111111 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: June 22,2018 I lot A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 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. @acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing 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.seeANS1/IPII Quay Cdhda,033-89 and SCSI SuldIng Component 6904 Parke East Blvd. Safety IdonnattorFuvaIable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 J r Job Truss Truss Type Qty Ply T14372556 15815T0 T02 HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:26 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-LevcL3XMKx_QFxaRB_gTeahokl MxipDRjGb?uhz3nTl 6-0-0 11-7-9 17-1-7 22-9-0 28-5-8 6-0-0 l 5-7-9 5-5-13 I 5-7-9 j 5-8-8 Scale:1/4"=1' NAILED NAILED NAILED NAILED 7x10= _ NAILED NAILED NAILED 2x4 II NAILED 7x6 NAILED NAILED 7x10 6.00 12 2 tit17 18 3 1920 21 22 23 4 24 25 5 Ut pp e1JJl BII 1111 • UV ll1 to /� Y n 1,400001111/1°. 6 IQ In i ni n n �� nr a "1 26 10 27 28 929 30 31 32 8 33 34 7 35km JUS24 2x4 II NAILED 7x14 MT2OHS= NAILED 7x14 MT2OHS= NAILED 2x4 II JUS24 7x6= 6x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED Ot3T0 6-0-0 11-7-9 I 17-1-7 i 22-9-0 I 28-5-8 o-bio 5 9 0 5-7-9 5-5-13 5 7-9 5-8-8 Plate Offsets(X,Y)-- [1:0-0-0,0-1-21,12:0-4-8,0-2-0115:0-4-8,0-2-01,[6:0-0-10,0-0-511,[6:0-5-15,0-0-101,[6:Edge,0-3-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.35 8-9 >962 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.51 8-9 >672 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.74 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-MS Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-3-10 oc purlins. 2-4,4-5:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. BOT CHORD 2x4 SP SS WEBS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 1=2235/0-3-8,6=2259/0-5-8 Max Horz 1=53(LC 24) Max Uplift 1=-946(LC 8),6=958(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4034/1730,2-3=-5084/2268,3-4=-5084/2268,4-5=-5012/2238,5-6=-3897/1679 BOT CHORD 1-10=-1477/3503,9-10=-1486/3522,8-9=-2177/5072,7-8=-1427/3384,6-7=-1420/3368 WEBS 2-10=-196/489,2-9=-819/1871,3-9=-653/284,4-8=-712/291,5-8=-847/1953, .) 5-7.167/430 NOTES- 1) anced of live loads have been for this 2)Wind:ASCEII;Expi B;End,,GCpi=O 8 MW F S(directional);onsel)cantilever left exposed ph; ;poorrch left exposed;Lumber DOL=1.60 1.60 palate grip Cat. ,``� • S����Llll S'LF�!�•j',i DOL=1.60 ��• .•'�C E Ns**. .* 3)Provide adequate drainage to prevent water ponding. • V F•'• 0 •4)All plates are MT20 plates unless otherwise indicated. 34869 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. — * 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) -;(:), 1=946,6=958. i 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 20-7-8 oc max.starting at 4-0-12 from i ���:the left end to 24-8-4 to connect truss(es)to front face of bottom chord- 'ek S Q Q.••c"\. �. is in 9)Fill "(NAILED holes Indicatesre 3-10d(0.148"x3")contact r 3 2d((0.148"x3.25")toe-nails per NDS guidlines. ,,l�I �O N At- V' •N`,, 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). hI,gI„' i i ii" LOAD CASE(S) Standard Julius Lee PE No.34869 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek LISA,Inc.FL Cert 6634 Uniform Loads(pit) 6904 Parke East Blvd.Tampa FL 33810 Vert:1-2=-60,2-5=-60,5-6=-60,11-14=-20 Date: June 22,2018 Continued on Dane 2 1 I MIMI 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/201S BEFORE USE. lin Design valid for use only with MiTeke connectors.INs 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 properly damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPII Ovally aikido,DSO-89 and Bp/aua ep Compound 6904 Parke East Blvd. Safety ktfelmaUpnavailabie from Truss Plate Institute,218 N.Lee Street.State 312.Nexandrki VA 22314. Tarrr'a.FL 33610 Job Truss Truss Type Qty Ply T14372556 15815T0 T02 HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:26 2018 Page 2 ID:urcmROEH6c2j4VJkUU1YnoyBiUN-LevcL3XMKx_QFxaRB_gTeahokl MxipDRjGb?uhz3nTl LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-97(F)4=-97(F)5=-97(F)10=-60(F)7=-60(F)17=-97(F)18=-97(F)19=-97(F)21=-97(F)22=-97(F)24=-97(F)25=-97(F)26=-321(F)27=-60(F)28=-60(F) 29=-60(F)30=-60(F)31=-60(F)32=-60(F)33=-60(F)34=60(F)35=-321(F) V WARNING-Verify design parametws and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/201S BEFORE USE. mil 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.seeMJSIVIPII QuaIyClle/b,051d9 and SCSI l uHdhy Component 6904 Parke East Blvd. Safety N/onnaI navailable from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 r Job Truss Truss Type Qty Ply 714372557 15815T0 T03 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:28 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-101 MmlYcsYE8VFkpJPtxj?mCfr_OAiRkAa46zaz3nTj 4-1-3I 7-10-0 I 14-4-8 20-11-0 22-9-OI 28-1-11 28-;-12 33-6-5 I 38-11-0 I 44-11-0 4-1-3 3-8-13 6-6-8 6-6-8 1-10-0 5-4-11 0-1-1 5-3-9 5-4-11 6-0-0 Scale=1:78.9 , NAILED 7x10 2x4 II 7x10 NAILED NAILED 6.00 112 _ _ 25 26 5 6x6= _ NAILED 3 4 4x10 — NAILED 6x6 NAILED 6x6 II 4x5 i ji, J;;N6 27 :7 28 29 30 8 31 32 33 9 I Ad 'I M 1 git' I 10 v - � r �� •� Jipt_alit•ilil••t•.Itt•ili�.�i•�il�.—.• I, O 18 17 16 15 14 133 • 12 36 37 38 11 39 35 3x8 I 2x4 II 4x5= 7x10= 6x6= 4x5= 3x4 I I NAILED 6x6 NAILED 4x5 NAILED 3x8 II NAILED NAILED NAILED NAILED 0-9c0 4-1-3 I 7-10-0 i 14-4-8 20-11-0 I22-9-01 28-2-12 33-6-5 I 38-11-0 I 44-11-0 I 0-9-0 3-10-3 3-8-13 6-6-8 6-6-8 1-10-0 5-5-12 539 5-4-11 6-0-0 Plate Offsets(X,Y)— [1:0-3-8,Edgel,[1:0-0-3,0-5-01,[1:0-0-1,0-0-3],[3:0-4-8,0-2-01[5:0-4-8,0-2-01,[7:03-0,0-2-0),[10:0-0-1,0-0-31,[10:0-0-3,0-5-01,110:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.13 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.17 16-17 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.83 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:236 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 13=2931/0-5-8,1=966/0-3-8,10=924/0-5-8 Max Horz 1=77(LC 7) Max Uplift 13=-700(LC 8),1=-396(LC 25),10=80(LC 8) Max Gray 13=2931(LC 1),1=966(LC 1),10=938(LC 18) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1617/678,2-3=-1418/643,3-4=-1407/729,4-5=-1407/729,5-6=-763/592, 6-7=441/517,7-8=-678/145,8-9=-1196/127,9-10=-1401/115 BOT CHORD 1-18=-561/1390,17-18=-561/1390,16-17=-486/1245,15-16=-426/672,14-15=-443/449, 13-14=-1267/383,12-13=-1267/383,11-12=-122/759,10-11=-46/1190 WEBS 3-17=-112/294,3-16=-185/292,4-16=-451/140,5-16=-286/914,5-15=-451/55, 6-15=-115/652,7-13=-2693/714,7-12=-323/2168,8-12=-957/311,8-11=-148/632, NOTES- 9-11=-44/275,6-14=-996/326,7-14=-679/1897 ,,��0`� U S't. • ii.ie 1)Unbalanced roof live loads have been considered for this design. `� .• \G E N 3•• �i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. 1 •• V F•••. II;Exp B;End.,GCpi=0.18;MWFRS(directional);cantilever left exposed;porch left exposed;Lumber DOL=1.60 plate grip • : • 34869 1. DOL=1.60 * •� 3)Provide adequate drainage to prevent water ponding. * : 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'k 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. / • Cr z• will fit between the bottom chord and any other members. ' ;4L/ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) .0•. �<(/o 13=700,1=396. ��•,*( 4 Q Q.••\ 7)'NAILED"Indicates 3-10d(0.148"x3°)or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. ` 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). ,''it�I�O N Aiiim'� `�%,, LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Julius Lee PE No.34869 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-3=-60,3-5=-60,5-6=-60,6-9=-60,9-10=-60,19-22=-20 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 Continued on neap 2 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ANI-7473 rev.10/03/2015 BEFORE USE. mit 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 possbie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeA11W/INI OYaYY Citookr,DSI-e9 and DC51 Balding Companion' 6904 Parke East Blvd. safely Intormallonavaliable from Truss Plate institute.218 N.Lee Street,aide 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T14372557 15815T0 T03 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:28 2018 Page 2 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-101 MmlYcsYE8VFkpJPbcj?mCfr_OAiRkAa46zaz3nTj LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-97(F)11=-60(F)28=-97(F)29=-97(F)31=-97(F)32=-97(F)33=-97(F)34=-60(F)35=-60(F)36=-60(F)37=-60(F)38=-60(F)39=-283(F) • • • 0 WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nit Design valid for use only with Mitek®connectors.This design is based only upon parameters shown.and Is for an Individual bolding component.not a truss system.Before use,the brIlding 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 regrired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,stoLage.delivery,erection and bracing of trusses and truss systems.seeAsf31/IMI QuaS1yC/Bata,DSB-89 and SCSI Bolding Component 6904 Parke East Blvd. Safety grtannaRamvdiabie from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 • a Job Truss Truss Type Qty Ply 714372558 15815T0 T04 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:30 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-EP97BRatOAUskYuCQgvPoQrVkekyeiTl euZD1 Sz3nTh 4-11-39-10-0 1p-8-� 16-8-8 18-11-0 20-9-0 28-6-8 32-8-12 36-11-0 I 44-11-0 4-11-3 I 4-10-13 10- 6-0-0 2-2-8 11-10-0 I 7-9-8 I 4-2-4 I 4-2-4 8-0-0 I Scale=1:80.4 3x6= 3x6= 3x6= 6.00 FT 3 4 33 34 5 6 7 6x6= 6x6 // ., 9 , 8 35 9 1036 ,1 1 231 32 „I 37 a II 38 `° 1 ® '20:l2 :!..............:119:1......................:l: 8l:,.................:17 12 I`f c+� r, n O ; 6x6= 4x6=-:4x5 I I 6 24 4x5 II 14 13 39 3x8 I 3x4 I I 4x5= 7x6= 3x8 II 20-9-0 4-11-3 10-8-8 10-f1-8 18-11-0 1 -7 28-5-8 2 3611-0 44-11-0 1 4-11-3 1 5-9-5 0-1-0 8-1-8 d-8-8 I 7-8-8 0-1-0 8-4-8 I 8-0-0 I 1-1-8 Plate Offsets(X,Y)-- [1:0-3-8,Edgei,[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[3:03-0,0-2-0],[6:0-3-0,0-2-0],[12:0-0-1,0-0-3],[12:0-0-3,0-5-OL[12:03-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25- TC 0.79 Vert(LL) -0.10 13-30 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.21 13-30 >936 180 BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:189 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-23,9-14,15-17,20-22:2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. All bearings 10-8-8 except(jt=length)19=17-8-0,18=17-8-0,12=0-5-8,21=0-3-8, 16=0-3-8. (Ib)- Max Horz 1=-97(LC 10) Max Uplift All uplift 100 lb or less at joint(s)24,19,18,1,12,16 except 22=-301(LC 3) Max Gray All reactions 250 lb or less at joint(s)23,23,22,1,1 except 24=521(LC 17),19=492(LC 22),18=472(LC 1),12=656(LC 22),21=533(LC 3), 16=892(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 10-11=-691/250,11-12=-874/224 BOT CHORD 4-22=12-13-349/113, 38/327,14-15=-561500,9-15=-313/118,13-14=-86/477, ,,,,,��,U S �F,,,• WEBS 2-24=-335/188,5-19=-371/138,8-18=-375/182,10-14=-601/131,10-13=-29/319 `%• J ••.... F lee S• NOTES- �•�, •.V E NSF..•• �'. 1)Unbalanced roof live loads have been considered for this design. .• 34869 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 9-10-0,Exterior(2)9-10-0 to 14-3-14,Interior(1)14-3-14 to 18-11-0,Exterior(2)18-11-0 to 20-9-0,Interior(1)20-9-0 to 36-11-0,Exterior(2)36-11-0 to 41-4-14, * • Interior(1)41-4-14 to 44-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip S'C1 i• l 4 c DOL=1.60 i p ��� 3)N/A 0**• .• 40 4) Provide adequate drainage to prevent water ponding. �o CI...' �� 5)All plates are 2x4 MT20 unless otherwise indicated. *#'I,' ,••0 R I• `c, *•' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / t` %� 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 ,�ii,1�N A;,���.� will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Bearing at joint(s)22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Julius Lee PE No.34869 capacity of bearing surface. MiTek USA,Inc.FL Cert 6634 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)24,19,18,1,12, 8904 Parke East Blvd.Tampa FL 33810 16,1 except(jt=lb)22=301. Date: June 22,2018 Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Alt-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an Individual binding 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 stablitty and to prevent collapse with possible personal Wry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSfIPI i Quay Olivia.D5b89 and SCSI Balding Componaalt 6904 Parke East Blvd. Safety idbnnalbmvdiabte from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 I • Job Truss Truss Type Qty Ply 114372559 15815T0 T05 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:33 2018 Page 1 I D:urcmROE H6c2j4VJkUUiYnoy8iU N-e_gFpSclg5tRbOdn6yS6Q2T4W sl9r?JTKsntenz3nTe 5-4-41 10-8-8 11-1010 16-11-0 18-9-0 22-5-7 I 26-6-7 28-1-10 34-11-0 1 37-11-0 1 44-11-0 1 5-4-4 5-4-4 I-i-d 5-1-0 '1-10-0 3-8-7 4-1-0 1-7-4 6-9-6 3-0-0 7-0-0 Scale=1:80.4 7x6 2x4 I I 6x6 // 6x6= 6.00 12 3 4 30 531 6 2x4 II 7x10= 6x6 If i. r �. 32 7 33 8 34 35 9 OM '1 4// 4x5-• 29 / 1036 28 237 am2. 11119 16 15u7x10= 18 17 3x.-1N / ZX ,r 11 Ie IN c :: �I _ 7x10= 4x10= �_ — '� a 21 20 14 13 12 4x6 11 4x5= 2x4 11 2x4 11 7x10= 3x8 II 2x4 II . 2x4= 5-4-41 1 10-8-8 1�1010 16-11-0 118-9-0 22-5-7 26-6-7 48-1-19 34-11-0 I 44-11-0 I 5-4-4 5-4-4 1-8 5-1-0 1-10-0 3-8-7 4-1-0 1-7-4 6-9-6 10-0-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[1:0-0-3,0-5-0),[1:0-0-1,0-0-3],[8:0-4-12,Edge],[11:0-0-3,0-5-0],[11:0-0-1,0-0-3],[11:0-3-8,Edge],[14:0-2-0,0-0-8],[18:0-4-12,Edge], 119:0-3-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.20 12-27 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.43 12-27 >465 180 BCLL 0.0 * Rep Stress Ind YES WB 0.66 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:253 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc puffins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-20,14-16:2x4 SP No.3 JOINTS 1 Brace at Jt(s):15 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 13=1908/0-3-8,1=1084/0-5-8,11=602/0-5-8 Max Horz 1=116(LC 11) Max Uplift 13=-178(LC 12),1=132(LC 12),11=-87(LC 12) Max Gray 13=1908(LC 1),1=1084(LC 1),11=610(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1857/409,2-3=-2276/536,3-4=-2231/599,4-5=-1668/454,5-6=-1857/486, 6-7=-1280/390,7-8=-1280/390,8-9=-428/219,9-10=-543/222,10-11=-779/250 BOT CHORD 1-21=-306/1596,18-19=-270/1716,17-18=-331/1885,11-12=-152/649 WEBS 2-21=-537/180,19-21=-322/1673,2-19=-38/397,5-18=-109/584,13-15=-1743/367, 8-15=-1749/371,8-12=-90/731,10-12=-34W171,8-17=-284/1682,7-17=-267/105, `,0/11111►//II 4-19=-217/890,6-18=-458/184,6-17=811/162 ,`,•S`,v�+US � ei•, NOTES- ` ••\C,E Ng•• ,� •� 0 1)Unbalanced roof live loads have been considered for this design. ,. •••�"- F•••, 0••• 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. • , • 34869 II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 11-10-0,Exterior(2) 11-10-0 to 16-3-14,Interior(1)16-3-14 to 16-11-0,Exterior(2)16-11-0 to 18-9-0,Interior(1)18-9-0 to 34-11-0,Exterior(2)34-11-0 to X 39-4-14,Interior(1)39-4-14 to 44-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate - : f ;au : "` grip DOL=1.60 '0 1. ;t 3) Provide adequate drainage to prevent water ponding. ', ,� , LU 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �i•'�• O R 1 C:1'.. Q.��,,�� will fit between the bottom chord and any other members. •e '• 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=1b) ''I,2. ,�/O N A'��-SS N 1 -IMM Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. or Design valid for use only with Mllek®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 Info 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,seeANIWIPII Quay Clmnla,DSB-89 and BCS/Iufdiry Compon nl 6904 Parke East Blvd. Sandy idanna/bn:vdlabte from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply T14372560 15815T0 T06 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:35 2018 Page 1 I D:urcmROEH6c2j4VJkUUiYnoy8i UN-aNy0E8e?Ci79gKm9DNVaVTYR?fTnJv4mnAG,jgz3nTc 14-11-0 I 5-4-4 1 10-68 1 13-10-0 14-4 1 15-9-0 1 21-7-it 1 26-6-7 128-1-10 32-11-0 33.1-0.9-)44 36-7-3 I 39-4-9 I 44-11-0 5-4-4 5-4-4 3-1-8 0I.6- 1 10-0 4-10-11 4-10-11 1 7d 4-9-6 2-9-5 2-9-5 5-6-7 0-6-8 Scale=1:80.4 3x5 11 3x6= 3x6= 6x6— 4x5 4 5 6 7 2x4 11 6x6= 3X6= 6.00 Fr 4x5 i e ' 32 8 33 934 1(85 3 �• 11 31 ,,-, r V 4.-.' 4x5 36 2x4// /ALa 30 2 12 37 •P 1 21 18 17 ::All io 5x12= 20 19 3x,. 1 : 13 h IN u 7x10 = 4x10= 23 22 16 15 38 39 14 4x6 I I 4x5= 2x4 11 2x4 11 6x6= 3x8 I I 4x5= 2x4= 14-11-0 1 51J I 10-&8 1 13-100 144r8116-9-01 21- 7-11 I 266-7 281-1i 3z-11-0 1 367-3 1 44-11-0 5-4-45-4-4 3-1-8 01.688 1-10-0 4-10-11 4-10-11 I17-4 4-9-6 3-8-3 8-3-13 0-6-8 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[1:0-0-3,0-5-0],[1:0-0-1,0-03],[4:0-3-0,0-2-0],[5:0-3-0,0-1-8],[6:0-3-0,0-2-0],[10:0-3-0,0-2-0],[13:0-0-1,0-0-3],[13:0-0-3,0-5-0], [13:0-3-8,Edge],[20:0-4-12,Edge],[21:0-6-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.13 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.27 19-20 >999 180 BCLL 0.0 • Rep Stress!nor YES WB 0.70 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:256 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-22,16-18:2x4 SP No.3 6-0-0 oc bracing:18-19,16-18,15-16. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 11-15 WEDGE JOINTS 1 Brace at Jt(s):17 Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 15=1911/0-3-8,1=1083/0-5-8,13=600/0-5-8 Max Horz 1=-136(LC 10) Max Uplift 15=-170(LC 12),1=-135(LC 12),13=92(LC 12) Max Gray 15=1911(LC 1),1=1083(LC 1),13=614(LC 18) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1854/392,2-3=-2303/512,3-4=-1578/410,4-5=-1368/390,5-6=-1363/389, 6-7=-1537/419,7-8=-1134/369,8-9=-1134/369,11-12=-713/243,12-13=-911/269 BOT CHORD 1-23=-280/1594,3-21=-79/640,20-21=-326/1996,19-20=-243/1597,14-15=47/340, 13-14=-177/763 2- 290, WEBS 11�5=-661/141,11-14 11-14=-49/501,12-14=-312/175, —3-20 863/238,5-20=-264/1133,/ ,%s0 J��USt L'- "II 7-20=-481/203,8-19=-357/145,9-19=-243/1517,7-19=-617/113 ♦♦ J •••••.• F 4 N NOTES- `,♦♦ • • :•.�\c E Ns .••• ... 1)Unbalanced roof live loads have been considered for this design. : 34869 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. • II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 13-10-0,Exterior(2) 13-10-0 to 16-9-0,Interior(1)16-9-0 to 32-11-0,Exterior(2)32-11-0 to 37-4-14,Interior(1)37-4-14 to 44-11-0 zone;C-C for members : 1 /• • and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 :13 • • • e' 3)Provide adequate drainage to prevent water ponding. i/ •• :// 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .0 •. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .".••C •••• '?• ♦ will fit between the bottom chord and any other members,with BCDL=10.0psf. 'e . \v.*• �'1♦♦♦ 6)Provide me0, chanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13 except Ut=1b) �00��� O N A'-c"0%♦ 1i1nrrrr Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 9 r aii WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Woke 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. Racing 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 gukdcnce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeMISt/1PII Quay Climb,DSD-89 and IS/Sulldhp Component 6904 Parke East Blvd. Safety ki/onnaHcrnvdiabte from Truss Plate Institute.218 N.Lee Sheet,Sune 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T14372561 15815T0 T07 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:36 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-3ZW OSUedzOFOSTLMn4op2h5aU3o02JzvOgOXF6z3nTb 5-4-4 10-8-8 14-0-0 21-1-11 26.6-78-1-1p 30-11-0 33-9-14 36-7-3 39-4-9 44-11-0 5-4-4 I 5-4-4 3-3-8 7-1-11 5-4-12 '1-7-4I 2-9 -6 ' 2-10-14 I 2-9 -5 ' 2-9-5 i 5-6-7 Scale=1:77.6 - 6x6 11 6x6= 4x5= 3x6= 4 29 5 30 31 32 6 7 6.00 12 4x5 •' 4x5 8 33 2x4// 3 4x5 i 28 9 n 27 2 n 1 18 15 14\•i.10°A11°)T., .� 34 o ,••••°°° Sx12= 17 16 Zx .4 .. ►�ill10 1^�N 7x10= 4x5= „ 0 20 19 13 12 3s 36 11 4x6 1l 4x5= 2x4 II 2x4 II 6x6= 3x8 I I 4x5= 2x4= I 5-4-4 10-8-8 I 14-0-0 I 21-1-11 I 26-6-7 �8-1-1q 30-11-0 I 36-7-3 I 44-11-0 5-44 5-44 3-3-8 7-1-11 5-4-12 1-7-4 2-9-6 5-8-3 8-3-13 Plate Offsets(X,Y)— [1:0-2-12,0-0-11],[1:0-0-0,0-5-0],[1:0-0-1,0-0-3],[7:0-3-0,0-2-0],[10:0-3-8,Edge],[10:0-0-3,0-5-0],[10:0-0-1,0-0-3],[18:0-6-0,0-0-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.23 16-17 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017/1-P12014 Matrix-MS Weight:257 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-19,13-15:2x4 SP No.3 WEBS 1 Row at midpt 8-12 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):14 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 12=1895/0-3-8,1=1089/0-5-8,10=610/0-5-8 Max Horz 1=-137(LC 10) Max Uplift 12=160(LC 12),1=-139(LC 12),10=98(LC 12) Max Gray 12=1895(LC 1),1=1090(LC 21),10=627(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1867/411,2-3=-2326/568,3-4=-1622/455,4-5=-1421/435,5-6=-1025/373, 8-9=-739/258,9-10.937/280 BOT CHORD 1-20=-323/1605,3-18=-90/645,17-18=-381/2017,16-17=-140/1046,11-12=-73/362, 10-11=-197/785 WEBS 2-20=-555/191,18-20=-345/1673,2-18=-63/420,3-17=-857/265,4-17=-84/429, 5-17=-70/48-12=-632/189,98,58 61 =754 497,9-11=-310/17849/238, 3,12-14=-1244/293,6-14=-1272/286, •,,,,Os S 11. `�,''' NOTES- �� •\Ci E N$"• � 1)Unbalanced roof live loads have been considered for this design. �� •;• V �•.•. I* 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. a 34869 II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 14-0-0,Exterior(2)14-0-0 to 20-4-4,Interior(1)20-4-4 to 30-11-0,Exterior(2)30-11-0 to 37-3-4,Interior(1)37-3-4 to 44-11-0 zone;C-C for members and forces0' • &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 * • 3)Provide adequate drainage to prevent water ponding. 7.13•• / / .Cc z• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '•• :IL/ 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 'iO . �t(/: will fit between the bottom chord and any other members,with BCDL=10.Opsf. �iv'� 4 Q Q:• • 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) ,' ' '• R, `�•,�� 12=160,1=139. Iii /0 N A„ `0 Julius Lee PE No.341369 MiTek LISA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 1• ot Ak WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. / Design valid for use only with Milek®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 verity 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 Mire*" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and buss systems,seeANSI/,PII QuaNy Cando.05849 and ICS,Raiding Compon.nI 6904 Parke East Blvd. Safety k fomla/,onavallab 1e from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Oty Ply T14372562 15815T0 TOB GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:39 2018 Page 1 I D:urcmROEH6c2j4VJkU UiYnoy8iUN-TBCX4W hW GxdaJx4xSDZW gJj94Hn4FeRMinEBsRz3nTY 5-4-11 + 10-8-8 1 16-0-0 21-3-3 1 24-5-7 26-6-7128-11-0 I 33-9-14 36-7-3 ' 39-4-9 I 44-11-0 5-4-11 5-3-13 5-3-8 5-3-3 3-2-4 2-1-0 24-9 4-10-14 2-9-5 2-9-5 5-6-7 5x6-_ TOP CHORD MUST BE BRACED BY END JACKS, Scale=1:87.1 10x12- ROOF DIAPHRAGM,OR PROPERLY CONNECTED PURLINS AS SPECIFIED. 11 13 1 5x6 i T .:::- 6.00112 6x6 11 g ► _ 17 14x10= y 19 4 7 .0.. ♦ r- 4 yd. ''''''4411„..._.. 6x8/•/ 173 / 26 x8 3 @ `'22 4x5� � 23 48 m 47 2 7•444%4N. i.1t F .28 271 34 33 � 1 �ir1237 7x10- 4x5= 323 ,I_ .. 24]a N O 40 39 3x4 II 29 26 49 50 25 4x6 II 4x5= 3x4 II 6x6= 3x8 II 4x5= 28-11-0 1 5-4-11 1 10-8-8 112-9-8 16-0-0 I 21-3-3 I 24-5-7 12657 128-3-61 I 367-3 I 44-11-0 5-4-11 5-3-13 2-1-1 3-2-8 5-3-3 3-2-4 2-1-0 1-9-0 7-8-3 8-3-13 0-7-10 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-12,0-0-11],[5:0-0-12,Edge],[12:0-6-0,0-2-8],[20:0-10-0,0-4-8],[24:0-3-8,Edgel,[24:0-0-1,0-0-3],[24:0-0-3,0-5-0], [30:0-2-8,0-1-0),[31:0-2-0,0-1-4),[34:0-3-8,Edge),[36:0-6-0,0-3-8) LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0,13 39 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.26 39 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.94 Horz(CT) 0.04 26 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:312 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. 4-21:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS 1 Row at midpt 20-27,22-26 3-39,28-29,35-37,30-32:2x4 SP No.3 JOINTS 1 Brace at Jt(s):12,8,16,27 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1055/0-5-8,24=553/0-5-8,26=1986/0-3-8 Max Horz 1=-212(LC 10) Max Uplift 1=-157(LC 12),24=-109(LC 12),26=-191(LC 12) Max Gray 1=1055(LC 1),24=597(LC 22),26=1986(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1794/420,2-3=-2668/589,3-4=-1429/415,4-5=-1231/409,5-6=-946/388, 6-8=-946/388,8-10=946/388,10-12=-946/388,12-14=260/309,14-16=-260/309, 16-18=-260/309,18-20=-260/309,20-21=0265,21-22=0/308,22-23=-643/272, `,,44111111/�IIII 23-24=-860/295,5-7=-337/95,7-9=-322/119,9-11=-315/141,11-13=-312/168, ,,S .LTU S CF I,� 13-15=-320/162,15-17=-318/127,17-19=-333/98,19-20=-331/69 �NN J ••••.• �j BOT CHORD 1-40=-297/1568,3-36=-96/829,37-38=-50/274,25-26=-62/318,24-25=-192/720, •e .•.\C ENS•. •mo 31-32=-336/89 ,35-36=-333/2064,34-35=-383/2337,33-34=-79/526 •� ••• V F•.• i. WEBS 2-40=-708/201,36-40=-314/1648,2-36=-113/801,3-34=-1248/267,12-34=-106/957, 0-12-33=-726/223,26-27=-1286/238,20-27=-1311/232,22-26=-637/168,22-25=-38/496, = Job Truss Truss Type • Oty Ply • 714372562 15815T0 TO8 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:39 2018 Page 2 •ID:urcmROEH6c2j4VJkUUiYnoy8iUN-T8CX4WhWGxdaJx4xSDZWgJj94Hn4FeRMinEBsRz3nTY NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=157,24=109,26=191. 10)Graphical purtin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. • • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lot 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 T building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M i ie k 6 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.seeMW/1P1I Ovally Phyla,DS819 and SCSI Mildew Component 6904 Parke East Blvd. Safely IttroanaRO/rovailable from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Nexandrla,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply T14372563 15815T0 T09 Roof Special 12 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:40 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-xKmvHri81 EIRx5f70w4ICXGlag60_AiVxR_IOtz3nTX 1 5-4-7 1 10 -8-8 112-941 16-7 -0 1 22-5-8 124-5-7126-6-7? 8-1-19 33-9-14 1 39-4-9 44-11-0 • 1 5-4-7 5-4-1 2-1-1 3-9-7 5-10-8 1-11-15 2-1-0 1-7d 5-8-3 5-6-11 5-6-7 5x6= Scale=1:88.9 6.00 I12 5 4x5 i 34 4x5 4 6 6x8 i 618 \ i. 3 7 r 4x5 i 2x4// 32 2 8 35 '•Ill'/421;12°4 1, 20 17 53 4 7. 1 2� 19 18 c7 .� 95. N 22 6x6= 4x10= 16 O 2x,A •• r• N 0 .. * 2x4=3X4 13x _ 10 25 24 2x4= 2x4= 12 11 36 37 10 4x6 4x5- 2x4 II 3x4=2x4= 6x6= 3x8 I I 5x12= 3x4 II 4x5= 5-4-7 10-8-8 12-9-8 16-7-0 22-5-8 124-5-7 26.6-7p8-1-1p 36-7-3 44-11-0 1 5-4-7 l 5-4-1 1 2-1-1 1 3-9-7 1 1 5-10-8 '1.11-151 2-1-0 11-7-4 I 8- 5-9 8-3-13 1 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],11:0-0-3,0-5-01[1:0-2-12,0-0-111,[9:0-3-8,Edge1,19:0-0-3,0-5-01,19:0-0-1,0-0-31(17:0-2-4,0-1-4],[21:0-6-0,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.13 24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.27 22-23 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.61 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:278 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins. BOT CHORD 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-24,20-22,16-17,12-14:2x4 SP No.3 WEBS 1 Row at midpt 3-19,4-18,6-13,7-11 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):13 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1048/0-5-8,11=2004/0-3-8,9=541/0-5-8 Max Horz 1=220(LC 11) Max Uplift 1=-145(LC 12),11=-144(LC 12),9=108(LC 12) Max Gray 1=1048(LC 1),11=2004(LC 1),9=586(LC 22) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1782/384,2-3=-2647/520,3-4=-1352/356,4-5=-521/286,5-6=-519/297,6-7=0/346, 7-8=-628/272,8-9=-836/295 BOT CHORD 1-25=-272/1551,3-21=-79/835,22-23=-49/253,20-21=-256/2049,19-20=-306/2301, 18-19=-100/1146,15-16=-361/89,10-11=-63/294,9-10=-192/700 WEBS 2-25=-699/186,21-25=-285/1636,2-21=-72/783,3-19=-1275/252,4-19=-59/737, 44-18=01049, 45,11-13=7172,6-13=-1320/166,7-10=-38/497,8-10=-321/162, ,���t,`j`��vS' /11.�I `�� ,v U.E.S.N. Fac ii° NOTES- �� .•'�C E N S•• 'i 1)Unbalanced roof live loads have been considered for this design. .• V F•••. 0 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. •i No 34869 II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 22-5-8,Exterior(2)22-5-8 • to 26-11-6,Interior(1)26-11-6 to 44-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate „grip DOL=1.603)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. = r •CC Z 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �/will fit between the bottom chord and any other members,with BCDL=10.0psf. .5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(t=lb) QQ:••�����1=145,11=144,9=108. I C?SNS 9/QNA'��S- itt Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,201E __ Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10.932015 BEFORE USE. MI Design valid for use only with MiTek®connectors.TMs 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. Brachg Indicated Is to prevent buckling of In dMdual 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,seeAMV/M1 QuaryCiteda,DSA-89 and ICS!Balding Companion? 6904 Parke East Blvd. Softly Wonna lonavailable from Truss Plate Institute.218 N.Lee Street Stile 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T14372564 15815TO T10 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:42 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8i UN-tjtfiXjOZs?9AOpW 7L7DHyLejUp2S?3o0ITsTmz3nTV 5-4-11 10-8-8I 16-6-2 l 22-5-8 l 26-9-12 I 32-9-14 I 38-10-1 l 44-11-0 5-4-11 5-3-13 5-9-10 5-11-6 4-4-4 6-0-2 6-0-2 6-0-15 5x6= Scale=1:76.7 6.00 12 5 4x5 4x5 i 25 6 • 6x8 \ 6x8 7 a. 3 ;, , ...t � 4 4x5 4� 2x4// 24 \ // 26 • ��rr x :: ./ 1 15 12 0 1 5x12= 14 27 13 ��� -. ,.r 0/° 9 IN 0 6x6= 4x10= ? — !• h 0 17 16 11 28 29 10 4x6 II 4x5= 2x4 II 4x5= 6x8= 3x8 II 5-4-11 10-8-8I 16-6-2 I 22-5-8 I 26-9-12 27-005 35-9-15 I 44-11-0 5-4-11 5-3-13 5-9-10 5-11-6 4-4-4 0 8-9-1 9-1-1 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-5-01,11:0-2-12,0-0-111,19:0-3-8,Edgei,X9:0-0-3,0-5-01,19:0-0-1,0-0-31,[15:0-6-0,0-3-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.24 10-11 >906 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.41 10-11 >527 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) -0.02 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:280 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-16,6-11:2x4 SP No.3 6-0-0 oc bracing:12-13 WEBS 2x4 SP No.3 4-0-3 oc bracing:11-12. OTHERS 2x4 SP No.3 1 Row at midpt 6-12 WEDGE WEBS Web Brace:Length(member) 6-3-12(7-11); Left:2x4 SP No.3,Right:2x4 SP No.3 T-Brace: 2x4 SP No.3-4-13 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1050/0-5-8,11=1867/0-2-15,9=676/0-5-8 Max Horz 1=-220(LC 10) Max Uplift 1.147(LC 12),11=-128(LC 12),9=-122(LC 12) Max Gray 1=1050(LC 1),11=1867(LC 1),9=713(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1787/389,2-3=-2203/473,3-4=-1235/355,4-5=-510/299,5-6=-480/315, 7-8=-890/308,8-9=-1095/327 BOT CHORD 1-17=-276/1614,3-15=-65/673,14-15=-268/2032,13-14=-97/1132,11-12=-1314/125, ,`,11111111//,,i, S WEBS 8-10=-33872735 ==-291/1691,4214=53/7438413=- 039/237,6 13=0/90174' :S' S'-'..•.. ,,1 1 4 NOTES- 1)Unbalanced roof live loads have been considered for this design. •• 34869 = E 2 )Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=45ft;eave=5ft;Cat. *: •* II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 22-5-8,Exterior(2)22-5-8 • lit /� Z to 26-11-8,Interior(1)26-11-8 to 44-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate =13• t . ar grip DOL=1.60 13 • � 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 0 Q` 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 0,A‘% Qom^.• will fit between the bottom chord and any other members,with BCDL=10.Opsf. ij�s 0 . .• ``cj,`� 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11, Ij `` %% 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �4. Q N A1. ��� 1=147,11=128,9=122. ���111111j11 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33810 Date: June 22,2018 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. mi Design valid for use only with MlTeke 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,seeANSV1P/1 Quality Cs.da DS0a9 and ACS/Bolding Component 6904 Parke East Blvd. Safelyhrfnnalbnavaliable from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandria,VA 22314. Tampa.FL 33610 r Job Truss Truss Type Qty Ply T14372565 15815T0 T11 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:44 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8i UN-q5?Q7DIf5TFtPiyuFm9hNNQ,jIS3wwx5s3yyXfz3nTT 6-5-9 12-10-4 19-3-0 22-5-8 27-11-10 33-7-2 39-2-10 44-11-0 6-5-9 I 6-4-11 6-4-11 I 3-2-8 I 5-6-2 5-7-8 5-7-8 I 5-8-6 6x6- Scale=1:79.0 6.00 12 5 2x4 II �: 4 •• \ 25 2x4 II 24 6x8 i 3 6x8 .0 7 4x5 i 2x4// 8 23 \A\* 1t3 12Ii27 28 9 I,, a ^ Li r I�111N 7x10= 4x6= a ._. o 16 15 14 11 29 30 10 4x6 I I 6x6= 4x10= 2x4 !I 4x5= 6x8= 3x8 6-5-9 12-10-4 19-3-0I 27-11-10 28- 12 36-4-14 44-11-0 6-5-9 6-4-11 6-4-11 8-8-10 0-S-3 8-2-2 8-6-2 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-5-0],[1:0-2-12,0-0-11],(9:0-3-8,Edge],19:0-0-3,0-5-01,[9:0-0-1,0-0-3],[12:0-4-0,0-2-0],]13:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.32 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.55 12-13 >613 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.86 Horz(CT) 0.02 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:273 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-14,6-11:2x4 SP No.3 T-Brace: 2x4 SP No.3-4-13 WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-5-12 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEDGE (0.131)(3')nails,6in o.c.,with 3in minimum end distance. Left:2x4 SP No.3,Right:2x4 SP No.3 Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1100/0-5-8,11=1862/0-2-15,9=631/0-5-8 Max Horz 1=220(LC 11) Max Uplift 1=-154(LC 12),11=-120(LC 12),9=-123(LC 12) Max Gray 1=1100(LC 1),11=1862(LC 1),9=641(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1866/404,2-3=-1383/367,3-4=-1029/349,4-5=-989/430,5-6=-143/349, 6-7=-89/256,7-8=-775/312,8-9=-966/329 BOT CHORD 1-16=-278/1651,15-16=-278/1651,4-13=-295/175,12-13=0/519,11-12=-1391/126, 6-12=-368/200,10-11=-92/375,9-10=-220/808 WEBS 5-13=-22-15=-49159,13-15=-144/1327,3-13 3416/141 10=-42/532,8-10=-317/164, ,,,�s")_SUS,LF�C1/,�� NOTES- ,�� .•'\GENS ''• 1) 1)Unbalanced roof live loads have been considered for this design. �. •• V F•••. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. ;• • 34869 • II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 22-5-8,Exterior(2)22-5-8 to 26-11-6,Interior(1)26-11-6 to 44-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate • grip DOL=1.60 * 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'Cl% / • 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 p :j(/ will fit between the bottom chord and any other members,with BCDL=10.Opsf. .O ��: 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. �i�'� ( Q Q:• �� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) •1=1 17:'• f;, `r �� 7)Warning:Additio al permanent and stability bracing for truss system(not part of this component design)is always required. ,,�•ii,��N A;�,,`�`, Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 A WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with MITek®connectors.Ns design is based only upon parameters shown,and Is for an Individual bulding component,not a truss system.Before use.the building designer must verity 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 Malek 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,seeANSWMI Qualify Crhda.051-89 and SCSI Building Component 6904 Parke East Blvd. Safely hdommdon vc4iable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type rOty Ply T14372566 15815T0 112 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 S May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:45 2018 Page 1 1 D:urcm ROE H6c2j4VJkUUiYnoy8i UN-I IZoKZIHsnNk1 sX4pTgwvaz55hs3fP3E4jhW 35z3nTS 6-10-2I 13-7-7 I 20-4-12 122-5-8 I 28-0-0 I 33-7-6 I 39-2-13 I 44-11-0 6-10-2 6-9-5 6-9-5 2-0-12 5-6-8 5-7-6 5-7-6 5-8-3 3x6= Scale=1:76.2 6.0012 4x5 :-:-% 5 4 it yr . 26 4x5 6x6 6 3 All.,Illpllls , 6x87 4x52 4x5824 27 1 14 13 0 : 4x5 II 29 5X12= ie� 9 a N r -- .; I� 17 16 29 15 12 11 10 3x8 11 6x6= 4x10= 4x5= 2x4 II 7x10= 2x4 I I 3x8 1 6-10-2I 13-7-7 I 20-1-9 2012 28-0-0 33-7-6 I 36-5-1 39-2-13 I 44-11-0 6-10-2 6-9-5 6-6-2 0-B'-3 7-7-4 5-7-6 2-9-11 2-9-11 5-8-3 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[5:0-3-0,Edge],[9:0-3-8,Edge],[9:0.0-3,0-5-0],[9:0-0-1,0-0-3],[11:0-4-8,Edge],[13:0-6-0,0-3-4],[14:0-3-0 ,0-2-0],[15:Edge,0-2-0] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.13 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.28 13-14 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(CT) 0.12 9 n/a n/a " BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:270 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 3-11-0 oc bracing. Except: 4-15,6-12:2x4 SP No.3 T-Brace: 2x4 SP No.3-4-14 WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-6-14 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEDGE (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Left:2x4 SP No.3,Right:2x4 SP No.3 Brace must cover 90%of web length. REACTIONS. (lb/size) 1=806/0-5-8,15=1805/0-2-15,9=983/0-5-8 Max Horz 1=220(LC 11) Max Uplift 1=-110(LC 12),15=-160(LC 12),9=-126(LC 12) Max Gray 1=806(LC 1),15=1846(LC 17),9=988(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-2=-1261/298,2-3=-696/258,3-4=-686/375,6-7=-1051/279,7-8=-1264/294, 8-9=-1659/331 BOT CHORD 1-17=-180/1098,16-17=-180/1098,14-15=-1741/289,4-14=-1018/211,13-14=-24/851, 6-13=-41/764,10-11=-222/1420,9-10=-222/1420 ,1/1111 1111/44 WEBS 2-17=0/265,7-13=-267/135,6-14=�-11113/200,4-1215611000 26/146,11-13=-107/1132, ,,••s,1� .....Ulis ``&' 'lee NOTES- �� .•�\C E N SF•\•• ,°• . 1)Unbalanced roof live loads have been considered for this design. : 34869 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. = . r Job Truss Truss Type Qty Ply T14372567 15815TO T13 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:47 2018 Page 1 I D:urcmROEH6c2j4VJkU UiYnoy8iUN-EghYl FnXNOeSHAhTwuiO_?2TOVaW 7GnXY1 Ac8zz3nTQ I 7-2-12 l 14-4-10 21-6-9 2,2-5-§24-59 I 29-11-1 I 37-4-10 I 44-11-0 7-2-12 7-1-14 7-1-14 17h0-5 2-0-1 5-5-8 7-5-9 7-6.6 3x6= Scale=1:81.1 3x4// 6.00 12 2x4 II 3x4// 4 5 4x5 3x4 O 3x4/ 6 3x4/i 26 6x8 25 / 6x6 7 3 /444%44444444%%N.44.44:8 oii 6x8 i2 24 ... j 44444410%<44%44444444, tae TT 1.000.04•0•02.:00000.°. 4 i3 g o 1 '1 - =, 4X8= -444444444.44144160: = II-- o 1 .• u[ 5x12= o 17 16 28 15 12 11 10 6x6= 4x5= 4x5= 2x4 II 7x10= 21c4 I I 3X8 II 3x8 II , 7-2-12 I 14-4-10 I 21-3-6 21 -924-5-9 I 29-11-1 37-4-10 I 44-11-0 7-2-12 7-1-14 6-10-12 0-1-3 2-11-1 5-5-8 7-5-9 7-6-6 Plate Offsets(X,Y)-- [1:0-3-8,Edgel,[1:0-0-3,0-5-0),[1:0-0-1,0-0-31,[5:0-3-0,Edge1,[9:0-3-8,Edge],[9:0-0-3,0-5-01,[9:0-0-1,0-0-3],(11:0-4-8,Edge],[13:0-6-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.08 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.16 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(CT) 0.06 9 nta n/a BCDL -10.0 Code FBC2017/TP12014 Matrix-MS Weight:290 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-15,6-12:2x4 SP No.3 4-3-2 oc bracing:14-15. WEBS 2x4 SP No.3 1 Row at midpt 4-14 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 8-11 WEDGE Web Brace:Length(member) 7-10-10(3-15); Left:2x4 SP No.3,Right:2x4 SP No.3 T-Brace: 2x4 SP No.3-6-14 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=810/0-5-8,15=1885/0-2-15,9=899/0-5-8 MaxHorz 1=-220(LC10) Max Uplift 1=-135(LC 12),15=-121(LC 12),9=-141(LC 12) Max Gray 1=819(LC 21),15=1885(LC 1),9=914(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1271/340,2-3=-690/299,3-4=-127/267,5-6=-83/255,6-7=-3831279,7-8=-8181303, 8-9=-1458/348 BOT CHORD 1-17=-213/1118, 13-14= /253,6-131=9175/=7-21514/1101-1151=,1251-816 -136 95!715410 11=12181 223/9 101 217!12261/87,4-14=-403✓10, , `%11111111��S ,, WEBS 2-17=0/280,2-16=-626/176,3-16=-13/546,3-15=-896/208,6-14=-852/130, %%%,`JJ`.,u S i..•• 0.•$ i'## 11-13=-76/665,7-13=-585/177,7-11=0/337,8-11=669/187,8-10=0/304 `.` ,•.•\GEN NOTES- • :• No 34869 • 1)Unbalanced roof live loads have been considered for this design. • *; 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 22-5-8,Exterior(2)22-5-8 Z. * .. to 26-11-6,Interior(1)26-11-6 to 44-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ▪ • • ' /1 fp grip DOL=1.60 : Job Truss Truss Type Qty Ply T14372568 15815T0 T14 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:48,2018 Page 1 I D:urcmROEH6c2j4VJkUUiYnoyBiUN-itEwzbo98imJuJGfUcEdXDbbwvxasmAhmhwAgQz3nTP 7-3-11I 14-7-13 I 22-1-2 22[�-8 29-9-8 I 37-4-6 44-11-0 7-3-11 7-4-1 7-5-6 0-4-6 7-4-0 7-6-14 7-6-10 Scale=1:77.5 3x6= 6.00 I12 2x4 11 4 5 111444, 7x10 21 22 6x8 6 3 6x6 6x8 2 7 20 1l/ 8 0 o 13 24 12 25 11 26 10 9 axe 11 4x5= 6x6= 4x10= 6x6= 2x4 11 3x8 II 7-3-11 14-7-13 22-1-2 29-9-8 37-4-6 44-11-0 7-3-11 I 7-4-1 7-5-6 I 7-8-6 I 7-6-14 7-6-10 Plate Offsets(X,Y)— [1:0-0-1,0-0-31,[1:0-0-3,0-5-01,[1:0-3-8,Edge),[3:0-4-8,Edge),[5:0-3-0,Edge),18:0-0-1,0-0-31,18:0.0-3,0.5-01,[8:0.3-8,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.10 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.17 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MS Weight:252 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:10-11. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 4-11,6-11,7-10 WEDGE T-Brace: 2x4 SP No.3-3-11 Left:2x4 SP No.3,Right:2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=645/0-5-8,11=2266/0-3-8,8=682/0-5-8 Max Horz 1=220(LC 11) Max Uplift 1=-55(LC 12),11=-282(LC 12),8=-60(LC 12) Max Gray 1=663(LC 21),11=2353(LC 17),8=781(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-951/191,2-3=-957/318,3-4=0/653,4-5=0/270,5-6=0/606,6-7=-542/132, 7-8=-1179/154 BOT CHORD 1-13=-81/900,12-13=-44/312,11-12=-40/320,10-11=98/384,9-10=-65/975, 8-9=-64/978 WEBS 4-11=-872/172,6-11=-970/222,6-10=-15/566,7-10=-678/202,7-9 /307, ,%11111///,, 3-11=-1023/218,3-12=0/382,3-13=-229/843,2-13=-433/219 , 4%�,v_U S L6../ite NOTES- • sN .••�C E/Vr3'• '•• 1)Unbalanced roof live loads have been considered for this design. •• • �- '.. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=45tt;eave=5ft;Cat, = • . 34869 II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 22-5-8,Exterior(2)22-5-8 • *:• to 26-11-6,Interior(1)26-11-6 to 44-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60OP * • 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. T. "O. / CC 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �, -L/ will fit between the bottom chord and any other members,with BCDL=10.Opsf. i O '. �/� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,8 except Qt=lb) °i,'�14 40 R,o .• 11=282. o ee .'► •........ • 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. �j } �` �• �/,,"i111111111'�N A �•� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 Al WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Ibis design 6 bossed only upon parameters shown,and Is for on individual budding 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 Eslary and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANlt/t/tt Qualify atone,DSI-I9 and SCSI WAdi ng Component 6904 Parke East Blvd. 1 Safety Irfetmattotnvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply 714372569 15815T0 T15 Piggyback Base 4 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:50 2018 Page 1 I D:urcmROEH6c2j4VJkUUiYnoy8i UN-eFMhOGpQgJO08dQ2b0G5cegzUibKKgJzE?PHIIz3nTN 5-4-4 10-8-9 I 16-3-15 I 20-5-8 22-1-2,24-5-8 29-9-8 37-4-6 i 44-11-0 5-4-4 5-4-4 5-7-7 4-1-9 7-10 2-4-6 5-4-0 7-6-14 7-6-10 Scale=1:82.2 .3x6 2x4 H 3x6= 6.00 12 5 6 7 do 4x5 4 4x5 8 6x8 %23 24 3 6x8 o .11. i 4x5 i 9 7 ~ 222 •, 25 4x5 1 ,` h �Y ,Z : 1111.' •. 10 ja c, 15 o fA 7x10= 14 13 12 11 3x8 II 26 18 17 16 4x5= 7x10= 27 6x6= 2x4 I 2x4 II 4x10= 2x4 II 5-4-4 I 10-8-9 16-3-15 I 20-5-8 22-1-2,24-5-8{ 29-9-8 37-4-6 { 44-11-0 5-4-4 5-4-4 5-7-7 4-1-9 4-7-1d 2-4-6 5-4-0 7-6-14 7-6-10 Plate Offsets(X,Y)-- [5:0-3-0,0-2-0],[7:0-3-0,0-2-0],[10:0-3-8,Edge],[10:0-0-3,0-5-0],[10:0-0-1,0-0-3],[15:0-5-8,Edqe] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.10 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.56 Vert(CT) -0.17 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSWeight:281 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-13,8-13,9-12,4-13 WEDGE Right:2x4 SP No.3 REACTIONS. (ib/size) 18=855/0-5-8,13=1837/0-3-8,10=890/0-5-8 Max Horz 18=-234(LC 10) Max Uplift 18=-87(LC 12),13=-218(LC 12),10=92(LC 12) Max Gray 18=855(LC 1),13=1852(LC 17),10=917(LC 22) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1049/218,2-3=-1013/255,3-4=-546/225,8-9=-835/236,9-10=-1457/259, 1-18=-809/201 BOT CHORD 17-18=-181/256,3-15=-14/356,14-15=-68/907,13-14-0/477,12-13=-25/650, 11-12=-159/1221,10-11=-158/1224 WEBS 2-17=-277/117,15-17=-119/934,6-13=-437/81,8-13=-950/249,8-12=-12/558, 9-12=-649/197,9-11=0/299,1-17=-116/844,3-14=-604/159,4-14.53/600, �111111////1 4-13=-834/240 ,`,�•%'\y. US �F.1i,�•' NOTES- • .••�G•E•NS'•• • 1)Unbalanced roof live loads have been considered for this design. •• \- F.••• o 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. • = • 34869 II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 20-5-8,Exterior(2) • 20-5-8 to 30-9-12,Interior(1)30-9-12 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions : *• * shown;Lumber DOL=1.60 plate grip DOL=1.60 **du • ** 3)Provide adequate drainage to prevent water ponding. ,"tJ Cr 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , •• ,i r ••LV 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 i 0 <(/ will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4i�'\ L Q V".••• • . 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18,10 except •j '' R , `• C? �� Qt=lb)13=218. •• �ONA�c.N. �`• Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 t I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek4 connectors.This design Is based only upon parameters shown,and is for an individual buiding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly inca,rporate 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"ek' 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,seeANSUIPI/QualyC4Nrb,DSD-89 and BCSI Buldhty Compananf 6904 Parke East Blvd. Saltily Womlalbmvdiable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type •Qty Ply T14372570 15815T0 T16 Piggyback Base 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:51 2018 Page 1 I D:urcmROE H6c2j4VJkUUiYnoy8i UN-6Sw3bcg2Rd8tIn?E9knK9rD7V6wZ3Bo7Tf8gHIz3nTM 7-3-6 I 14-7-0 I 20-5-8 $1-10 24-5-8 I 29-6-8 I 37-2-14 I 44-11-0 7-3-6 7-3-10 5-10-8 -4-1 2-7-2 5-1-0 7-8-6 7-8-2 3x6= Scale=1:81.7 2x4 I I 3x6= 6.005T 4 5 6 4x5 • 3x4// 4x5 7 3x4// 3x4// 3 22 3x4//3,4// 6x8 21 6x8 o 2 8 d 20 23 ..141N 4x6 7 •• 11 10 3x8 II o Ia 4x6= 16 15 14 24 13 25 6x6= 2x4 II 2x4 I I 6x6= 4x5= 4x5= 21-11-6 I 7-3-6 i 14-7-0 -I 20-5-81-10.6 24-5-e I 29-6-8 I 37-2-14 41 11-0 7-3-6 7-3-10 5-108 d-14A 2-6-2 5-1-0 7-8-6 7-8-2 0-1-0 Plate Offsets(X,Y)-- [4:0-3-0,0-2-0],[6:0-3-0,0-2-0],[9:0-3-8,Edge],[9:0-0-3,0-5-0],[9:0-0-1,0-0-3],[12:0-3-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.23 11-12 >999 180 BCLL 0.0 • Rep Stress Ina YES WB 0.66 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:274 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 5-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 5-12 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 7-12,8-11 WEDGE Web Brace:Length(member) 6-5-5(2-14); Right:2x4 SP No.3 T-Brace: 2x4 SP No.3-3-13 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3•)nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 16=860/0-5-8,12=1797/0-3-8,9=925/0-5-B Max Horz 16=234(LC 10) Max Uplift 16=-i20(LC 12),12=-i50(LC 12),9.126(LC 12) Max Gray 16=860(LC 1),12=1845(LC 17),9=945(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1094/282,2-3=-674/295,3-4=-149/276,4-5=-85/277,5-6=-84/274,6-7=-176/268, 7-8=885/310,8-9=-1509/336,1-16=-795/246 BOT CHORD 15-16=-159/295,14-15=-159/963,13-14=53/575,12-13=-143/756,5-12=-437/49, `•%%1111111//,1, 86, 1U S WEBS 2-14=-472/146,3--141-11/518?3-13=-858/233,3- 7--12=-965/233,7-11=-6/580, ♦♦% S'- .......`�F''IeI 8-11=-659/203,8-10=0/298,1-15=-129/789 ♦♦ .•• C ENS•• •moi • • NOTES- • e• • i T. 1)Unbalanced roof live loads have been considered for this design. 34869 01 • ... 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. „. *• * II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 20-5-8,Exterior(2) * 20-5-8 to 30-9-12,Interior(1)30-9-12 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions :"0% 4 C'Z shown;Lumber DOL=1.60 plate grip DOL=1.60 ; ,i r ;4/ 3) Provide adequate drainage to prevent water ponding. ......,,04:' IL 4' 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , , R,p Q:• ,♦♦ 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '•........ C. • her bers, th 6) Provide echanicawill fit between the lcon connection(by others)ottom chord and any tof truss to bearing plate capable off withstanding 100 lb uplift at joint(s)except Qt=lb) ,,'it�/O N Al-V•34 ��,♦ 16=120,12=150,9=126. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 l MOM bet 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITE1r REFERANCE PAGE AM-7473 rev.10/03/2015 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.seeANS1/iMt Qualy Cdteda,DSS-89 and 8Ca Bultdhp Component 6904 Parke East Blvd. Safety Bdotmo/bn rvdiabte from Truss Plate Institute.218 N.Lee Sheet-Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T14372571 15815T0 T17 Piggyback Base 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:52 2018 Page 1 I D:urcmR0EH6c2j4VJkUUiYnoyBiU N-beURoyrgCwGkNxaRjRlZh3mllW DkociGhJuNpBz3nTL I 7-1-8 I 11-1-8 1 15-1-8 1 20-5-8 21-t0� 24-5-8 29-6-8 I 37-2-14 I 4411-0 I 7-1-8 4-0-0 4-0-0 5-4-0 1-4-14 2-7-2 5-1-0 7-8-6 - 7-8-2 Scale=1:82.2 4x6= 4x5= 3x6 5 6 7 • 6.0012 r3 2x4 11 4x5 4 24 25 4x5 i 3 6x6 i 6x8 i 9 2 2 I :: 23 26 4x6 i �y i]L 1 7 16 I _ .., 10IY 1,7 n �/ 5x12= 7x10= L2. d 4 yt li :1. 12 11 3x8,II IQ Ex6= 19 18 15 14 27 6x6= 2x4 I 4x5= 2x4 II 2x4 I I 4x5= 21-11.6 I 7-1-8 I 15-1-e 20-5-8 1-1O. 24s-8 29-6-8 I 37-2-14 44-11-0 7-1-0 8-0-0 5-4-0 d-14 2-6-2 5-1-0 7.8.6 7-8-2 0-1-0 Plate Offsets(X,Y)-- [5:0-4-0,0-2-8],110:03-8,Edgei,[10:0-0-3,0-5-0],[10:0-0-1,0-0-3],[13:0-3-8,0-2-8],[16:0-0-8,Edgei,[17:0-5-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.19 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82. Vert(CT) -0.43 16-17 >604 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.61 Horz(CT) 0.10 10 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:289 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 2-18,4-15:2x4 SP No.3,6-14:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied 0110-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 6-13 WEDGE WEBS 1 Row at midpt 8-13,9-12 Right:2x4 SP No.3 REACTIONS. (lb/size) 13=1935/0-3-8,10=859/0-5-8,19=789/0-5-8 Max Horz 19=-234(LC 10) Max Uplift 13=-i74(LC 12),10=-i14(LC 12),19=-107(LC 12) Max Gray 13=1935(LC 1),10=905(LC 22),19=789(LC 1) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1904/436,2-3=-1865/490,3-4=-565/261,4-5=-5471349,5-6=-438/356, 8-9=-793/272,9-10.1427/299,1-19=-760/239 BOT CHORD 2-17=-343/175,16-17=-128/900,4-16=-260/205,6-13=-1100/200,12-13=-54/613, 11-12=-193/1193,10-11=-192/1196 WEBS 6-16=-2471978,8-12-3/571,9-11=0/304,3-16=-628/171,3-17=-207/1116, NOTES- 17-19=-168/307,1-17=-283(1505,8-13=-985/239,9-12=-659/201 ,,`,,,,j��1USLiiiii C�F',',,, 2)Wind1) :ASCE roof Vult=1130mph(3 second gusn t)Vasd for =10 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. :s design. � ••'\i EIV 5+'..•• • mo10 II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 20-5-8,Exterior(2) : 20-5-8 to 30-9-12,Interior(1)30-9-12 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions '• * -. 34869 *•• • " shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ="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 / ; L(j will fit between the bottom chord and any other members,with BCDL=10.0psf. .°°- O . �� 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ii',(� ; R,Q om`,,`,, 13=174,10=114,19=107. • .��II/ONA''��s'` Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 541-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an individual holding component,not a truss system.Restore 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.seeANJI/lP l Qualify Cf eda,DSI-19 and ICS building Componon/ 6904 Parke East Blvd. Safely I tema/bnsvailabie from Truss Plate Institute,218 N.Lee Street.Stile 312.Alexandria,VA 22314. Tampa,FL 33610 1 Job Truss Truss Type Qty Ply T14372572 15815T0 T18 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:54 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iU N-X1 cBDeswkYW ScEjpgsK1 nUrfhKtzFW DZ9dNUu3z3nTJ 7-1-8 11-1-8 15-1-8 1gg-0.0 21-10-6 29-6-8 37-2-14 44-11-0 7-1-8 4-0-0 I 4-0-0 0-10-8 5-10-6 h 7-8-2 { 7-8-6 i 7-8-2 Scale=1:86.6 5x6= TOP CHORD MUST BE BRACED BY END JACKS, 5x6_ 2ROOF DIAPHRAGM,OR PROPERLY CONNECTED 5x6 .- 10 121"- 13--L _ 1719 21 5 \ PURLINS AS SPECIFIED. :10: sr- 6,00 12 8 :� 23 8x12 14A , 11 61.., "NI,,* 26 �) 4x6 i - 6 24�' 6x6% 3 6x8 4 27 44.444,444,44,44,44.. 2 \ 1 1 4, '' a2 4x6.,...:00.0000....4.;•••;,../ i .�. 1 / 35 34 c- If 28 d Q I � 5x12= 7x10= J - IQ 30 29 3x8 It 1 43 37 36 33 32 6x6= 4x5= 5x6= 4x5= 7-1-8I 15-1-8 I 21-10-6 21-11-6 28-11-0 2q-6[8 37-2-14 I 44-11-0 7-1-8 8-0-0 6-8-14 0-1-0 6-11-10 0-7-8 7-8-6 7-8-2 Plate Offsets(X,Y)-- [6:0-0-12,0-0-0j,[12:0-1-12,0-0-14),[13:0-3-0,0-2-01,[13:0-0-0,0-1-12],[17:0-3-0,0-2-0],[17:0-0-0,0-1-121,[19:0-1-12,0-0-14],[24:0-0-4,Edge),[25:0-3-8 ,Edge),[25:0-0-13,0-1-91,[28:0-3-8,Edge1,[28:0-0.3,0-5-01,[28:0-0.1,0-0.31,[31:0-3-12,0-2-81,[34:0-3-8,Edge1,[35:0-5-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.18 34-35 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0,39 34-35 >670 180 BOLL 0.0 • Rep Stress Incr YES WB 0.61 Horz(CT) -0.02 31 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:323 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, 5-25:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 2-36,4-33:2x4 SP No.3 1 Row at midpt 14-31 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 26-31,27-30 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):14,18 WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 31=2159/0-3-8,28=751/0-5-8,37=672/0-5-8 Max Horz 37=-234(LC 10) Max Uplift 31=-232(LC 12),28=-115(LC 12),37=-106(LC 12) Max Gray 31=2159(LC 1),28=820(LC 22),37=695(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1597/389,2-3=-1552/441,3-4=-318/217,6-7.533/276,7-9=-533/276, 9-11=-533/276,11-14_533/276,24-25=0/391,25-26=0/338,26-27=-605/238, 27-28=-1257/293,1-37=-666/225,6-8=-39/451,8-10=-3/434,10-124)/439,12-13=0/306, ,1111111111/i�_ 17-19=0/337,19-21=0/421,21-23=0/408,23-24=-22/409,13-15=0/362,15-17=0/362 %‘,�� J`�US 1 I0# BOT CHORD 2-3 -339/174, 34-35=-92/ 652,14-31=-1259/296,30-31=-5/438,29-30=-168/1044, `,, J ;C E••NS �j•', WEBS 14-34=88/735,32-34=-352/105,27-29=0/307,11-12=-270/50,3-34=-614/175, • ••• \e '.'•• 0� 3-35=-201/1040,35-37=-168/307,1-35=-241/1232,26-31=-981/147,26-30=-7/581, • •• No 34869 • 27-30=-695/203 • • NOTES- * g 1)Unbalanced roof live loads have been considered for this design. • / / • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. 1 • r 4 II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 21-3-5,Exterior(2) p • k/ 16-0-0 to 22-5-8,Interior(1)22-5-8 to 23-7-11,Exterlor(2)23-7-11 to 27-11-3,Interior(1)28-11-0 to 44-11-0 zone;end vertical left o O (-11%•••• ; \ ��� exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��610•'•........R •'``�'?,�� 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry 101 / G` �‘ Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. I�/ Q N AL 0 4)Provide adequate drainage to prevent water ponding. ���11111111 5)All plates are 2x4 MT20 unless otherwise indicated. Julius Lee PE No.34869 6)Gable studs spaced at 1-4-0 oc. MiTek USA,Inc.FL Cert 6634 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8904 Parke East Blvd.Tampa FL 33610 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Date: will fit between the bottom chord and any other members,with BCDL=10.0psf. June 22,2018 Continued on vane 2 mit 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED AETEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for art 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 balding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k Is always required for stability and to prevent collapse with posse le personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of in s and truss systems,seeANSVIPII(Waft CJ.da.05849 and ICS,Bidding Compon.nl 6904 Parke East Blvd. Safely hNblmaHanavaliable from Tam Plate Institute.218 N.Lee Street.Suite 312,Nexandrla.VA 223314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 714372572 15815T0 118 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:55 2018 Page 2 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-?DAaR_tYVreJEOI?Oa5GJhNgQjCC_zTiNH62QW z3nTI NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)31=232,28=115,37=106. 10)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. • • 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 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 Mile 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,seeANSVIPIl Quality Climb,D58-89 and SCSIIalding Component 6904 Parke East Blvd. Safety kr cnnafpmvdlable from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply T14372573 15815T0 T19 Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:56 2018 Page 1 ID:urcmR0EH6c2j4VJkUUiYnoy8i UN-TPjyeKuAG9mAsYtCyHNVsvw_I7bzzNgscxsbyyz3nTH 7-1-8I 11-1-8 I 14-0-0 1#5-1-6 21-10-6 I 26-2-15 I 30-11-0 l 37-10-13 I 44-11-0 7-1-8 4-0-0 2-10-8 1-1- 6-8-14 4-4-9 4-8-1 6-11-13 7-0-3 Scale=1:80.7 3x6- 2x4 I 4x5= 6x6= 4 5 25 6 26 27 7 28 86x6 I( 6.00 12 4x5 i ® ,, 3 i• 2x4 II 11%444444x5 2 24 /�^\� 299 23 ,,// .6 30 rcl b 4x6 //' If 117 16 i �� 10 y r7 M, �, 5x12= 7x10= \C_ --IN V is I�I� 6x6=31 32 12 it 1 19 18 15 14 7x10= 2x4 I I 3x8 II 4x5= 2x4 II 2x4 II 4x5= 7-1-8 14-0-0 115-1-8 21-10-6 211-6 30-11-0 I 37-10-13 I 44-11-0 7-1-8 6-10-8 1-1-8 6-8-14 04-0 8-11-10 6-11-13 7-0-3 Plate Offsets(X,Y)-- [4:0-3-0,0-2-01,[10:0-3-8,Edge),[10:0-0-3,0-5-01,[10:0-0-1,0-0-3),[12:0-4-4,Edge),[13:0-3-0,0-3-41,[16:0-3-8,Edge),[17:0-58,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.27 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.41 12-13 >672 180 BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:293 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. • 2-18:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:14-15. OTHERS 2x4 SP No.3 1 Row at midpt 6-13 WEDGE WEBS Web Brace:Length(member) 6-3-5(7-13); Right:2x4 SP No.3 REACTIONS. (lb/size) 13=2092/0-3-8,10=783/0-5-8,19=707/0-5-8 Max Horz 19=-171(LC 10) Max Uplift 13=-193(LC 12),10.105(LC 12),19=-97(LC 12) Max Gray 13=2092(LC 1),10=816(LC 22),19=717(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1671/419,2-3=-1644/492,3-4=-384/222,4-5=-314/227,5-6=-318/235,6-7-0/470, 7-8=-516/271,8-9=-683/242,9-10=-1280/308,1-19=-687/215 BOT CHORD 2-17=-364/187,16-17=-135/692,6-13=-976/237,11-12=-212/1076,10-11=-212/1076 WEBS 14-16=-423/125,6-16=-139/909,9-12=-641/218,9-11=0/259,3-16=-557/211, 3-17=-233/1064,1-17=-275/1300,7-12=-90/689,7-13=-968/189 ,`,,111111 I I/IIII�� NOTES- ♦r' ,��,IIJ S ` F I,e, 1)Unbalanced roof live loads have been considered for this design. `♦♦ ••'�C E 11/S+'•. �• . 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. �� •• \- Z ••• .• • II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 14-0-0,Exterior(2) 34869 14-0-0 to 20-4-4,Interior(1)20-4-4 to 30-11-0,Exterior(2)30-11-0 to 37-3-4,Interior(1)37-3-4 to 44-11-0 zone;end vertical left = exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 3)Provide adequate drainage to prevent water ponding. = • .... 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -0• / CC r. 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 p; , !vi. ;4L/ will fit between the bottom chord and any other members,with BCDL=10.Opsf. i O . kt 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)19 except Qt=Ib) °i,'�� ( O R,p Q;•.` `% 13=193,10=105. • �? .,"sION Al -, 0- ," Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and Is for an individual buNding component.not mi 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 oNy. Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal injury.rrc l property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.se:eANS1/I111 Qualy CtNda,D711-419 and IICX Bidding Componein/ 6904 Parke East Blvd Solely h/otmafonavallabie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 l r • Job Truss Truss Type City Ply T14372574 1581570 720 Hip I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:58 2018 Page 1 I D:urcm ROEH6c2j4VJkUUiYnoy8i UN-Pori3?vRomou5s1 a3iPzxK?LoxDNBJT94FLi 1 rz3nTF 6-1-12 12-0-0 17-1-0 22-2-0 29-6-12 32-11-0 38-10-13 44-11-0 6-1-12 5-10-4 5-1-0 I 5-1-0 7-4-12 I 3-4-4 I 5-11-13 6-0-3 Scale=1:80.7 4x5= 3x4��3x4-7x6= 6x6 11 *3x4•i 2x4 I I 7x10 i 3x4 13x4 i _ 6.00 12 3 22 4 23 24 5 25 26 6 7 27 4x5 7. 2x4 I I ?2 828 20 2s v r 4x5 9 .,. \ i±1 `2 Ss I° Iq N%MI = 11 10 16 15 14 32 33 30 31 13 6x8= 4x5= axe 11 2x4 H 4x5=. 7x10= 4x5= I 6-1-12 I 12-0-0 I 17-1-0 I 21-9-8 22[1-0 29-6-12 32-11-0 I 38-10-13 I 44-11-0 I6-1-12 5-10-4 5-1-0 4-8-8 0-4-8 7-4-12 344 5-11-13 6-0-3 Plate Offsets(X,Y)-- 19:0-3-8,Edge],[9:0-0-3,0-5-0],[9:0-0-1,0-0-3],[12:0-2-8,0-0-12],[13:0-2-0,0-2-0],[14:0-4-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (lac) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.37 13-14 >709 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 - BC 0.99 Vert(CT) -0.64 13-14 >412 180 BCLL 0.0 • Rep Stress Inco YES WB 0.60 Horz(CT) -0.02 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:258 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, BOT CHORD 2x4 SP No.2'Except* except end verticals. 5-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-6-0(4-13); OTHERS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 REACTIONS. All bearings 0-5-8 except(jt=length)13=0-4-8. (Ib)- Max Horz 16=-152(LC 10) Max Uplift All uplift 100 lb or less at joint(s)11,9 except 16=-102(LC 12), 13=-133(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 16=857(LC 21),11=1089(LC 18),9=578(LC 18),13=1303(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1080/269,2-3=-815/262,3-4=-659/279,7-8=-920/359,8-9=-873/224, 1-16=-794/221 BOT 940, 4=-42/427, 1, WEBS 2-14=-317/161, 2 14=-317761,6 1=-388/175,8 0'-38642,1-15=-162/829,4141 49/489,20 ,5s" t 1US1 LF,'Iie 4-13=-773/173,7-11=-463/139,7-10=-225!793 N• S .......... ' �• .• 0 NOTES- �.; :••N. Ns• °moi 1)Unbalanced roof live loads have been considered for this design. : • 34869 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 12-0-0,Exterior(2) 12-0-0 to 18-4-4,Interior(1)18-4-4 to 32-11-0,Exterior(2)32-11-0 to 39-3-4,Interior(1)39-3-4 to 44-11-0 zone;end vertical left . exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 -0• :Cr • 3)Provide adequate drainage to prevent water ponding. i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i O . ���: 5)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �i '� • ( Q Q:• �� will fit between the bottom chord and any other members,with BCDL=10.Opsf. •j•� '•........ G s�� 6)Provided 1chan3=1connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,9 except i 1,000,10N A; °?��� (jt=lb 1 1 "UM Julius Lee PE No.34869 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 t a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*16.7473 rev.10103.2016 BEFORE USE. mi' Design valid for use only with MiTek®connectors.This design fs 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.seeANSVIPII Only Corolla,DSB-19 and!CSI Bolding Compon.nt 6904 Parke East Blvd. Sandy adoon aItc ruvdlabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply TI4372575 15815T0 T21 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:39:59 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iU N-t_P4GLw3Y481jOcndPwC UXYW mLbYwll IIv4FZHz3nTE 5-2.3 11-1-8 12-3-p 16-1-7 22-2-0 I 29-6-12 I 34-11-0 37-11-0 44-11-0 5-2-3 5-11-5 1-1-8 3-10-7 6-0-9 7-4-12 5-4-4 3-0-0 7-0-0 Scale=1:83.8 7x10= 3x6= 5x6 7x6= 2x4 II 7x10 6.00 12 3 4 5 4x5= 24 6 25 7 26 8 27 28 9 ����>• 1� I� �. 2x4// 2x4 II 23 �� 10 i 29 // 30 q 4x5- 22 �,/i r` ‘',7'' u:,,.r 11 Ia i 1 r� .. t a14 •-/ / . o IA 3x6= 13 12 18 17 31 32 16 33 34 15 6x6= 4x5= 3x8 i1 2x4 I I 4x10= 7x10= 4x5= 5-2-3I 12-3-0 I 16-1-7 I 21-9-8 22[2-0 29-6-12 I 34-11-0 I 44-11-0 5-2-3 7-0-13 3-10-7 5-8-1 0J4L8 7-4-12 5-4-4 10-0-0 Plate Offsets(X,Y)-- [3:0-5-4,0-1-8],[4:0-3-0,Edge),[5:0-0-4,Edge),[9:0-4-8,0-2-0],[11:0-3-8,Edge],[11:0-0-3,0-5-0],[11:0-0-1,0-0-3],[14:0-3-4,0-1-4],[15:0-2-4,0-2-0], ]16:0-5-0,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.25 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL L25 BC 0.87 Vert(CT) -0.49 15-16 >537 180 BCLL 0.0 * Rep Stress Incr YES• WB 0.66 Horz(CT) 0.02 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:251 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, BOT CHORD 2x4 SP No.2`Except* except end verticals. 7-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:14-15,13-14. • OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-3-15(6-15); WEDGE Right:2x4 SP No.3 REACTIONS. All bearings 0-5-8 except(jt=length)15=0-4-8. (Pb)- Max Horz 18=143(LC 10) Max Uplift All uplift 100 lb or less at joint(s)18,13,11 except 15=-129(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 18=860(LC 1),13=974(LC 18),11=590(LC 22),15=1322(LC 17) FORCES. (Pb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1070/230,2-3=-1094/329,3-5=-810/327,5-6=-781/252,9-10=498/188, 10-11=-738/215,1-18=-812/203 BOT CHORD 16-17=-98/822,15-16=-74/603,14-15=-539/126,7-14=-414/161,12-13=-1/392, 0.1t111111/.1 14 11-12=-117/61 WEBS 2-17=-323/183,18-13=-432/182,9-13=-564/93,9-12=-65/461,10-12=-360/179, �%,,`S ...... . $* iej r-17=-133/853,6-15=-896/175,6 16=0/410,3-17=-117/304 ,�� ••• ��,E hid .•• moi• . NOTES- • - :• No 34869 1)Unbalanced roof live loads have been considered for this design. .. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. *i II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 11-1-8,Exterior(2) • 11-1-8 to 12-2-9,Interior(1)12-2-9 to 34-11-0,Exterior(2)34-11-0 to 39-4-14,Interior(1)39-4-14 to 44-11-0 zone;end vertical left '1'. r .Cr exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4{! 3) Provide adequate drainage to prevent water ponding. i 0• � 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i. •••4. • O R,p Q;• \�,� 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide # �?`� will fit between the bottom chord and any other members,with BCDL=10.0psf. s/Q N AL� ,�� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18,13,11 except 41'11/1111110%% (jt=lb)15=129. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Julius Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. 6111. 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 verity 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 wtth posstie personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIM)Ovally Climb,058-89 and SCSI Sinding Component 6904 Parke East Blvd. Safety bnMnnallbnavallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 'Job Truss Truss Type •Qty Ply T14372576 15815T0 T22 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:40:01 2018 Page 1 I D:urcmR0EH6c2j4VJkUUiYnoy8iUN-gNXrh t yJ4hOTyJmelgygZydpH8HHOcXbmCaMd9z3nTC 5-6-12 I 11-1-8 14-3-0 22-2-0 29-6-8 I 36-11-0 1 44-11-0 I 5-6-12 5-6-12 3-1-8 7-11-0 7-4-8 7-4-8 8-0-0 Scale=1:83.8 6x6= 6.00 12 3 7x6= 2x4 II 6x6= i4%41114%.4 5 6 7 JI 2x4 1120 2 •� 21 22 4x5-:- 19 ��� 3x4 / 24 25 Y 1 6 8 aq I � 4dIMIIIIIMMIIIIIIN '.!r„11 it: O Ig '• --v 3x5= 10 9 15 14 26 2713 28 29 12 6x6= 4x5= 3x8 II 2x4 II 4x10= 7x6 4x5= I 5-6-12 1 11-1-8 1,2-2-9 143-0 I 21-9-8 22[�-0 29-6-12 I 36-11-0 44-11-0 5-6-12 5-6-12 1-48 2-1-0 7-6-8 0-4-6 7.4.12 7-4-4 8-0-0 Plate Offsets(X,Y)-- [3:0-3-0,0-2-0),[8:0-3-8,Edgel,[8:0-0-3,0-5-0),[8:0-0-1,0-0-3),111:0-2-8,0-1-01,112:0-2-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl fid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.25 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.50 12-13 >527 180 BCLL 0.0 * Rep Stress!nor YES WB 0.89 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:240 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 5-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 7-1-9(4-12); OTHERS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 REACTIONS. All bearings 0-5-8 except Ot=length)12=0-4-8. (Ib)- Max Horz 15=-143(LC 10) Max Uplift All uplift 100 lb or less at joint(s)15,10,8 except 12=-139(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 15=857(LC 1),10=955(LC 18),8=597(LC 22),12=1291(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1078/243,2-3=-1098/355,3-4=-893/271,6-7=-583/226,7-8=-754/194, 1-15=-801/215 BOT CHORD 13-14=-58/745,12-13=-113/818,11-12=610/164,5-11=-503/196,8-9=-80/587 WEBS 6-10=-790/244,6-9=-126/641,2-14=-371/207,1-14=-139/857,4-12=-1024/176, ,,011111 I11i1g,1, 3-14=-153/380,3-13=-61/438 •S‘‘% ?•‘ C:.-4.. .*: �I,,,, NOTES �� •••\C E N S•• • #�i 1)Unbalanced roof live loads have been considered for this design. •• •• V F•••.• •• 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. • • I. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 11-1-8,Exterior(2) NO 34869 11-1-8 to 14-3-0,Interior(1)14-3-0 to 36-11-0,Exterior(2)36-11-0 to 41-4-14,Interior(1)41-4-14 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 * 3)Provide adequate drainage to prevent water ponding. = e / / I :Cr 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • r 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •• • • .• �!/ will fit between the bottom chord and any other members,with BCDL=10.0psf. P.•\ �•• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,10,8 except � S•••.0 R C? •�•• (jt=lb)12=139. • -811,111111%- Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 t i MEM Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual bulding component,not a truss system.Before use,the building designer must verity 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,seeANWIPff Qualify CiNfly,DSB-89 and BCSI Bolding Compon.nI 6904 Parke East Blvd. Safely bions bnavaliable from Truss Plate institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 'Job Truss Truss Type Qty Ply T14372577 15815T0 T23 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:40:02 2018 Page 1 ID:urcmRoEH6c2j4VJkUUiYnoy8i UN-IZ5DvNzxr?W JaTLMIYUv5AAzEYbQ72sk_sJvAcz3nTB 5-8-8 11-1-8I 16-3-0 22-2-0 I 27-9-9 I 35-5-12 I 38-11-0 I 44-11-0 5-8-8 5-5-0 5-1-8 5-11-0 5-7-9 7-8-3 3-5-4 6-0-0 Scale=1:83.8 6x6= 6.00 12 3 NAILED NAILED 2x4 II 6x6 3x4 II NAILED 7x6= 2x4 II 3x6= 4 5 NAILED 6 7 2 2x4 11 9 23 24 25 2=' 27 8 4x5 i a � 4 j ^ I.;;; _ ..41. gnu.": —4 ` 10 i� v 14 NAILED o Ig 18 17 12 11 28 2916 .15 30 31 32 13 33 2x4 I I 2x4 (I 7x6= 3x8= NAILED 7x6= 3x8 11 2x4 II 4x10= 4x5= NAILED NAILED 5-8-8 11-1-8 12-2-0 16-3-0 21-9-8 22(2-0 27-9-9 129-7-81 35-5-12 I 38-11-0 1 44-11-0 5-8-8 5-5-0 -0-8 4-1-0 5-6-8 0-4-8 5-7-9 1-9_15 5-10-4 3-5-4 6-0-0 Plate Offsets(X,Y)-- 13:0-3-0,0-2-41,15:0-2-0,0-0-81,18:0-3-0,0-2-01,(10:0-3-8,Edge),110:0-0-3,0-5-01,110:0-0-1,0-0-31,114:0-4-4,0-1-81,115:0-2-4,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.16 13-14 >572 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.50 15-16 >527 180 BCLL 0.0 • Rep Stress Ina NO WB 0.95 Horz(CT) 0.03 10 rite. n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:213 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, 4-6:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-15:2x4 SP No.3 5-7-12 oc bracing:14-15. WEBS 2x4 SP No.3 WEDGE Right 2x4 SP No.3 REACTIONS. All bearings 15-7-0 except(jt=length)18=0-5-8,15=0-4-8. (Ib)- Max Horz 18=143(LC 6) Max Uplift All uplift 100 lb or less at joint(s)12,11,10 except 18=-101(LC 25), 15=-344(LC 8),13=-298(LC 8) Max Gray All reactions 250 lb or less at joint(s)10,10 except 18=867(LC 1), 15=1497(LC 1),13=923(LC 18),13=922(LC 1),12=444(LC 13),11=383(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1092/159,2-3=-1104t251,3-4=-906/172,1-18=-809/127 BOT CHORD 16-17=-20/746,15-16=-106/844,14-15=-838/312,5-14=-652/250 WEBS 21--1177==-6368/98/5179 3 41-71==-1-964/73/8133, 75-16/3833-61-61=30=/-65380/248, 16=0/ 01248,7-12=-310/131,9-11=-265/104. ,`,,,`,0`'us1 Lj",,, NOTES- .... .b •' GEN •• 1)Unbalanced roof live loads have been considered for this design. �� • V\ S'�.•.•• •.44 •2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. ` e 34869 II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 , * * .. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'fl / i 1111: will fit between the bottom chord and any other members,with BCDL=10.Opsf. ;4/ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,11,10,10 O �(/� except(jt=lb)18=101,15=344,13=298. moi. " ,.• Q Q;�� �� 7)"NAILED"indicates 3-10d(0.148•x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 4,' •. G 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). /eI •��,�O N A,S ,t• LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Julius Lee PE No.34869 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-3=-60,3-4=-60,4-8=-60,8-10=-60,15-18=-20,14-19=-20 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 ,Continu fa9n nape 2SWIM Ai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an indMdual building component,not a truss system.Before use,the building designer must verify the appllcabllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing •MiTek is always required for stability and to prevent collapse wtth postale personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSViMf QuaIyC,I.da,DSB-89 and SCSI Buldhg Component 6904 Parke East Blvd. Safety htgmatbnavdiable from Trus Plate Institute,218 N.Lee Street.Stifle 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T14372577 15815T0 T23 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:40:03 2018 Page 2 I D:urcmROEH6c2j4VJkUUiYnoy8iUN-mlfb6jzZcJfABdvYsF?8eNj8_yxfsV6uDW 3Ti2z3nTA LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:23=-97(B)24=-97(B)25=-97(B)26=-97(B)30=-60(B)31=-60(B)32=-60(B)33=-60(B) 1 � Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 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 deskgn 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!Nun/and property damage. For general guidance regarding the fabrication,storage,deiNery,erection and bracing of trusses and truss systems,seeAN3/IMI Ovally Canto,DMI-89 and PCS lu/dIngComponent 6904 Parke East Blvd. Safety Intoimadonovaliable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 I Job Truss Truss Type 1 Qty Ply T14372578 15815T0 T24 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:40:04 2018 Page 1 I D:urcmROEH6c2j4VJkUUiYnoy8iUN-EyCzK3_CNcn t pnUkQzW NBbFMDMIdb?51 SAo0EUz3nT9 5-0-14 10-0-01 12.3-0 17-3-0 I 22-3-0 5-0-14 4-11-2 2-3-0 5-0-0 5-0-0 6x6 \\ 6x6 // Scale=1:39.9 3 4 6.00 FT 4x5 i 12 13 4x5 2 5 1..ANN P• •11 14• n 2x4 I1 2x4 II 6 1 mi r n CI v a 109 8 4x5= 7x6= 4x5= 4x5= 10-0-0 12-3-0 22-3-0 10-0-0 2-3-0 10-0-0 Plate Offsets(X,Y)-- (7:0-2-4,0-2-0],(10:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.26 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.53 7-8 >501 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.71 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1078/0-5-8,7=878/0-5-8 Max Horz 10=-116(LC 10) Max Uplift 10=-96(LC 12),7_98(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-958/247,3-4=-788/250,4-5=-954/251 BOT CHORD 9-10=-197/880,8-9=-81/788,7-8=-184/878 WEBS 2-10=-978/243,5-7=-977/254 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpI=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-0-0,Exterior(2) 10-0-0 to 16-5-15,Interior(1)16-5-15 to 22-1-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 001111111$11 1 3)Provide adequate drainage to prevent water ponding. ,�S‘,�\,U S t� IIII 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �s � F Ij 5)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •; .•'•C E N S'•. Iii will fit between the bottom chord and any other members. • V s '•. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,7. , '• No 34869 i 0. 046°. : 41 ....• •• •••< 0A10P •••• I;S/0NA1. .�%% • Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE Ml1-7473 rev.10/03/2016 BEFORE USE. lot Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and Is for an kxilvldual b uiiding component not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall balding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" k always required to 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 buss systems.seeANSWINI Qual'Wed%D11-89 and KM luIdip ComponM/ 6904 Parke East Blvd. Sandy b*Ilmopapvdlable from Truss Plate institute,218 N.Lee Street.Stile 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type , Qty Ply • T14372579 15815T0 T25 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:40:05 2018 Page 1 I D:urcmROE H6c2j4VJ kU U iYnoyai U N-i BmM XP?g8wvu Rx3w_g 1 cjooRslj W KZKBhgYZnxz3nT8 8-0-0I 14-3-0 22-3-0 I8-0-0 6-3-0 8-0-0 Scale=1:38.1 • • 7x10 6x6 /1 2 11 12 13 14 3 6.00 I12 0 1 1015 9 16 4 6x6 i 6x6 4 4 i _1.111.1"1"""ftift......mmit_ I I";' .I L 7 6 8 53x4 II 3x4 II 6x6- 4x10= 8-0-0 i 14-3-0 22-3-0 { 8-0-0 6-3-0 8-0-0 Plate Offsets(X,Y)-- F1:Edge,0-2-41,[2:0-4-8,0-2-0),f4:Edge,0-2-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in pc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.12 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.25 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=878/0-5-8,5=878/0-5-8 Max Horz 8=-100(LC 10) Max Uplift 8=-96(LC 12),5=-98(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1093/248,2-3=-886/277,3-4=-1097/248,1-8=-802/225,4-5=-799/227 BOT CHORD 6-7=-146/881 WEBS 1-7=-76/702,4-6=-73/702 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-0-0,Exterior(2)8-0-0 to 12-2-15,Interior(1)12-2-15 to 14-3-0,Exterior(2)14-3-0 to 18-5-15,Interior(1)18-5-15 to 22-1-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �% , %I I I I1//g,, 3)Provide adequate drainage to prevent water ponding. •S,. SOU S tF ,i• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,•S � ......' e li, 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 �� ...-‘cE Ns •i� will fit between the bottom chord and any other members. .,• ` •• V k' ••• •• 01. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,5. = 34869 • Julius Lee PE No.34869 MiTek USA,Inc.FL Cart 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mi 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 verity 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 oNy.Additional temporary and permanent bracing MiTek' is always required for stabs ity 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,seeANSVIPII QuaryCrIerb,DSD-89 and SCSI Bidding Campananl 6904 Parke East Blvd. Safely h*nnalbrgvatlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • r Job Truss Truss Type Qty Ply ' T14372580 15815T0 T26 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:40:06 2018 Page 1 ID:urcmROE H6c2j4VJkUUiYnoy8iUN-AKKkkkOSvE1124e7XOYrGOLgn9yJ3w1 KvUH7JNz3nT7 6-0-0I 11-1-8 16-3-0 I 22-3-0 6-0-0 5-1-8 5-1-8 6-0-0 Scale=1:40.2 NAILED NAILED NAILED 7x10 NAILED NAILED NAILED 2x4 II NAILED 7x10 6.00 FIF 2 11 12 13 3 14 15 16 4 T -fl UU UU E, l]U UU ht n 4x5---% ' 4x5 e 5 1 ie VA rlI ills -I 1� nn nn nn m nn nn nn E 1 17 9 18 19 8 20 21 7 22 10JUS24 NAILED NAILED NAILED JUS24 3x4 11 5x6_ 7x10- 5x6_ 3x4 11 NAILED NAILED NAILED NAILED 6-0-0 11-1-8 16-3-0 22-3-0 6-0-0 I 5-1-8 I 5-1-8 I 6-0-0 Plate Offsets(X,Y)-- ]1:0-1-12,0-2-0],[2:0-4-8,0-2-01,F4:0-4-8,0-2-0],15:0-1-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.12 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.22 6-7 >999 180 BCLL 0.0 • Rep Stress'nor NO WB 0.69 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:128 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, BOT CHORD 2x4 SP No.2 • except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. 1-10,5-6:2x6 SP No.2 • REACTIONS. (lb/size) 10=1731/0-5-8,6=1731/0-5-8 Max Horz 10=-94(LC 23) Max Uplift 10=-366(LC 8),6=-366(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2259/500,2-3=-2477/570,3-4=-2477/570,4-5=-2259/500,1-10=-1572/349, 5-6=-1572/349 BOT CHORD 8-9=-394/1950,7-8=-391/1950 WEBS 2-8=-139/744,3-8=-736/340,4-8=-139/744,1-9=-355/1798,5-7=-355/1798 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ♦,i%11111111,1, 3)Provide adequate drainage to prevent water ponding. ♦♦♦ JLIU S [F IIS 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 •: .. C,E N-- #40 will fit between the bottom chord and any other members. , .• '..•.• • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • = • • 34869 10=366,S = *' • * 7)Use USP JUS24(With tOd nails into Girder&10d nails into Truss)or equivalent spaced at 14-1-8 oc max starting at 4-0-12 from the left end to 18-2-4 to connect truss(es)to back face of bottom chord. — • * • 8)Fill all nail holes where hanger is in contact with lumber. 'd / . ;ccz o 9)"NAILED"Indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. ;4/ 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). t��.� Q' 4.1 LOAD CASE(S) Standard ' P' ' •<• O R 10.. r.: 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase-1.25 10/ Uniform Loads(plf) �;,g�N A�110 Vert:1-2=-60,2-4=-60,4-5=-60,6-10=-20 Concentrated Loads(Ib) Julius Lee PE No.34869 Vert:2=102(B)4=-102(B)9=-50(B)8=-50(B)3=-102(B)7=-50(B)11=-102(B)13=-102(B)14=-102(B)16=-102(B) MiTek USA,Inc.FL Cert 6634 17=-329(B)18=-50(B)19=-50(B)20=-50(B)21=-50(B)22=-329(B) 8904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1st Design valid for use only with MITeke 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 indk:ated 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.seeANSI/)MI Ovally Csh. .DSL-89 and 0051 LWdhtg Component 6904 Parke East Blvd. *AO hri..n Np pvalable from Truss Plate Institute,218 N.Lee Street-Suite 312,Nexaxdria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty Ply T14372581 15815T0 T27 Half Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:40:07 2018 Page 1 I D:urcmROE H6c2j4VJkUUiYnoy8i U N-eXu6y404gX9cgE DJ5534oDtt3ZLToXU U8B1 grpz3nT6 4-0-0 6-0-0 4-0-0 2-0-0 Special Scale=1:25.1 4x6= 2 6.00 12i_ 3 liMifrl aim 2x4 1 il 111 1 1 1 Wal5 6 2x4 I I 4 2x4 . Special 4-0-0 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- 12:0-3-8,0-2-4j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.15 5-6 >479 240 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.21 5-6 >327 180 BCLL 0.0 ' I Rep Stress Incr NO WB 0.03 Horz(CT) 0.24 3 ria n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:25 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=163/Mechanical,6=289/0-5-8,4=188/Mechanical Max Horz 6=87(LC 8) Max Uplift 3=-61(LC 5),6=-34(LC 8),4=-68(LC 8) Max Gray 3=164(LC 18),6=289(LC 1),4=188(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 001111111,,, 6)Refer to girder(s)for truss to truss connections. ,��� J�tU S (� /,Ii 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,6,4. ,� ..• • �� 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)154 lb down and 175 lb up at •% .•'��,E N S••• ,i 4-0-0 on top chord,and 89 lb down and 53 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the •� •• V F•"•• �• responsibility of others. . 34869 • 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). = * * LOAD CASE(S) Standard * -c,...7 1) Dead+Roof Live(balanced):Lumber Increase-1.25,Plate Increase=1.25 '0 a / A , /, Uniform Loads(plf) p 011- I :%s • <l/ Vert:1-2=-60,2-3=-60,4-6=20 0:.^ • •• 14/,� Concentrated Loads(Ib) i 0 Q;•'\�,� Vert:2=-114(F)5=-62(F) '-C1• 0 R\ ,,‘C., •% l/Q-IO N AL''' S% "iiiiil Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 mit 1 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.10/03/2015 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 Inlury and property damage. For general galdance regarding the fabrlcatk>n,storage,delivery,erection and bracing of trusses and truss systems,seeANSVlP//Quoly C/Ndb,DS 49 and BCSI&Maw Comptmont 6904 Parke East Blvd. Safety Nlonnafonavdiable from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.EL 33610 • e Job Truss Truss Type Qty Ply T14372582 15815T0 T28 Monopitch 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:40:08 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iU N-7jSU9Q 1 iRrHTIOoVfoaJLRQ4rzmuX_EdNomENFz3nT5 6-0-0 6-0-0 2x4 II Scale=1:22.3 2 44.00 • ry r'a • i 1 mill • // 3x5 I I 3 2x4 I' 0-3-96-0-0 d-3 5-9-0 Plate Offsets(X,Y)-- (1:0 0 1,0-0 3],(1:0-0-3,0-5-0],11:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/de6 L/d PLATES GRIP TOLL 20M Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.15 3-6 >479 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.13 3-6 >546 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=234/0-4-0,1=234/0-3-8 Max Horz 1=84(LC 12) Max Uplift 3=-110(LC 12),1=59(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-10-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) designed-This truss has been live mobeers n the bottom chord in all areas where a rectangle 3 6-0 tall by 2-0-0 wide ,`,J11,US will fit between the bottom chord andany other m C�11,'' 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except Qt=lb) ,� •.. F �j 3=110. �� ' C'E N S• •• No 34869 >rr • 0: n •CCS • �O' '• • < 0R\V•••• O N A,�C���. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 tut V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITeke 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 verity 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 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,seeANSV/M1 Ovally°Reda.DS1-89 and ICS Ituidhsg Component 6904 Parke East Blvd. Safety y ternaPoipvallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply T14372583 15815T0 T29 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:40:09 2018 Page 1 I D:urcm ROE H6c2j4VJ kU UiYnoy8i U N-bv0sNm2KC9PKvYNi D W 6YuezJ BNAgGQ8mbS W nwiz3nT4 l 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:18.2 Special 2x4 11 2 4x6: 3 6.00H2 !- . 111 giai1 • • 1 WE allr " 2x4 II W. Special 4 3x5 II 3x4= 0-3-q 4-0-0 6-0-0 0-3-0 3-9-0 2-0-0 Plate Offsets(X,Y)-- (1:0-2-8,0-0-7],[1:0-0-3.0-5-0],(1:0-0-1,0-0-31,[2:0-1-4.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) 1/deft Ud 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 5-8 >999 240 j MT20 244/190 TCDL 10.0 Lumber DOL 1.25 l BC 0.18 Vert(CT) -0.02 5-8 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.09 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-MP I I Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=353/0-4-0,1=287/0-3-8 Max Horz 1=58(LC 25) Max Uplift 4=-162(LC 8),1=-100(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-310/106 WEBS 2-4=-390/191 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `,,,11111111/1ii, 3)Provide adequate drainage to prevent water ponding. ,,N �LIU S 1. III 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,•, ... L` II 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦� ••'�C,E N S•• Ii will fit between the bottom chord and any other members. ♦♦ •• V F••• i.� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except Qt=lb) 34869 4=162. • *:• 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)134 lb down and 153 lb up at 4-0-0 on top chord,and 77 lb down and 59 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. / / . / •,..- 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •JOf.(- I i '.Al • LU 1, A . k P LOAD CASE(S) Standard �i .• Q• b� 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 3`S'S • 0 R �`�,N� Uniform • Vert:Loads(2=)-60,2-3=-60,4-6=-20 �'Igga N A� `���` Concentrated Loads(Ib) Vert:2=-94(B)5=-77(B) Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 1 MM1411. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MN-7473 rev.10/03/2015 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 vestry 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 fs 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,seeANSLllP l QualyCdleda,DS11419 and DCS/IUldn g Component 6904 Parke East Blvd. Safety I,Mmlagonavailable from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' j Ory Ply i T14372584 15815T0 T30 Half Hip Girder 2 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:40:10 2018 Page 1 I D:urcmROEH6c2j4VJkU UiYnoy8iU N-36aFa63yzSXBXiyumDdnQsV R7mKV?urwg6FKS8z3nT3 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:18.1 Special 4x5= 2 3 6.00 12gm -„ 1 a5 4 a 2x4 I' Special 3x5 I I 3- 4-0-0 6-0-0 3- 3-9- 0 2-0-0 Plate Offsets(X,V)-- 11:0-0-1,0-0-31,11:0-0-3,0-5-01,11:0-2-0,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.19 5-8 >380 240 , MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.27 5-8 >264 180 BCLL 0.0 . Rep Stress Incr NO WB 0.06 Horz(CT) 0.15 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP I Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. WEBS 2x4 SP No.3 - WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=58/Mechanical,4=285/Mechanical,1=286/0-3-8 Max Horz 1=58(LC 8) Max Uplift 3=-27(LC 4),4=-123(LC 8),1=93(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-280/130 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. `,,��11111//Ig1, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��s tt S Lz-_10,- • 5)•This truss has been designed for a live load of 20.0psf 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. .: .•'\C E Ns•• ' . 6)Refer to girder(s)for truss to truss connections. • ••• \- F•.•. 0 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,1 except(jt=lb) '• No 34869 4=123. = 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)129 lb down and 147 lb up at 4-0-0 on top chord,and 82 lb down and 30 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. :::::::U:.... til• / 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �(/� LOAD CASE(S) Standard �i� .• Q Q;• ���� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 R 1•• G' �� Uniform Loads ) Vert:1(2If-60,2-3=-60,4-6=-20 iS��N A� ���, Concentrated Loads(Ib) Julius Lee PE No.34869 Vert:2=-89(F)5=-65(F) MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date June 22,2018 • Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design valid for use oNy with MITekA 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 verily 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.seeANSI//PII QuallyCshda,DSB-49 and ICS/Itddip Component 6904 Parke East Blvd. Safely idaNmaI navdlabte from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T14372585 15815T0 VO1 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:40:11 2018 Page 1 I D:urcmROE H6c2j4VJkU UiYnoy8iU N-XI7doS4bkmf29sX4Kx8Oz32fuAsJkL_33m?u_az3nT2 4-6-8 4-6-8 Scale=1:14.1 2 2x4 II 6.00112 4 ••dPO••lOOiOii�iiyii..'❖'•'i•••••••i0'••••••i•.••'•'ii••iiiiiiiii �i:' %O .••5'O•i.•i1o .!!.W.V.4444�44eeQVee..l .. V4.44444..Q.U.W.. .... e.V :SN'eeVeN.ANN.VQe.! 3 2x4 i 2x4 I' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 Na Na BCDL 10.0 Code FBC2017/TPI20 4Matrix-PWeight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=151/4-6-0,3=151/4-6-0 Max Horz 1=54(LC 12) Max Uplift 1=-3(LC 12),3=-30(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 4-4-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. ,,0111111/118. ,` US cENd%.`� �•�'� .••.. • No 34869 * ��• < O R,OP• • ee `3/0NP . s% Julius Lee PE No.34869 MITek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekr 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,seeANS1/11011 Quay Often°,DS11d9 and LCS/Badding Component 6904 Parke East Blvd. SafelyirlbmraMp/Krvallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job j Truss Truss Type r I Qty Ply T14372586 15815T0 V02 Valley 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:40:12 2018 Page 1 I D:urcm ROE H6c2j4VJkUU iYnoy8i U N-?U h??o4DV3nvm?5 H uefFV H bslaEgToDD IQkR W 1 z3nT1 2-6-8 2-6-8 Scale=1:9.2 2 2x4 II 6.00 12 ^� 1 ..:...:.:::.:.:.:.:.:.:.:.:.:.:.:.:.:...:.:.:.:...:.:.:...:.:.:.:...... .........................................................::::::. 3 2x4 2x4 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=71/2-6-0,3=71/2-6-0 Max Horz 1=26(LC 12) Max Uplift 1=-1(LC 12),3=-14(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 001111111u%I, N� ODUS • �F II ��` •'�c E N S • No 34869 0 1111446°* • • • • SIO N WC"?N•` /I.. lull++�', Julius Lee PE No.34869 MfTek USA,Inc.FL Cert6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03!2015 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' ek' 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,seeANSl/IPII QuaNyCrbda,DSB-89 and SCSI Building Companion' 6904 Parke East Blvd. Safety/nfolmafonavdtable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 . • I , Job Truss Truss Type Qty Ply T14372587 15815T0 V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:40:12 2018 Page 1 I D:urcmR0EH6c2j4VJkU UiYnoy8i U N-?Uh??o4DV3nvm?5Huef FV HbggaDFToDDI QkR W 1 z3nT1 4-0-8 4-0-8 Scale=1:12.9 2 2x4 11 6.0012 p �•D i�ii•i i•Pi1000�0•iiJ��ii�i1�•�1.111��i�i�iii i•�ii i•�•�•iii�iiiiiiii•�i iii� _Ada 1111111111111111111111 111 .•:�Dii i•���0•�•�•i�•�•��•�i�i ii i i•�•�•i�•�•i•�i0�•��i i i i•�•�•�•�•�•�•�•�i�•���i i i i•�•�•�•�•�•�•�•�•�O•�•�• 3 2x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=131/4-0-0,3=131/4-0-0 Max Horz 1=47(LC 12) Max Uplift 1=-3(LC 12),3=-26(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 001111111/11,. IUS LEN• S••• No 34869 • - r▪ ee, (.0 . s et ;S,QNA'EC0 %. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 imuit WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10r03/7015 BEFORE USE. Design valid for use only with MiTek©connectors.This design Is based only upon parameters shown,and is for art individual building component,not a truss system.Before use,the building designer must verity 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,seeANSI//PII Quaid),Canr6,DS8-89 and WS&Hiding Compon.nt 6904 Parke East Blvd. Safety 8dbrmattansvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T14372588 15815TO VO4 Valley I 1 1 li !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 22 08:40:132018 Pagel I D:urcmROEH6c2j4VJ kU UiYnoy8i U N-ThFN D85rFNvmO9gTSMAU2U71 t_aACFTM W 4U?3Tz3nTO 2-0-8 2-0-8 Scale=1:7.9 2 6.00 12 2x4 1 Ida IlillA1111:11 p �i.••••••❖••••••••••••••••••••••:i.i i i i i i i•O•:i i•••❖••••••:i••:.i:i.i•:i i•❖.0 iiii0000iiid0�•O�iiiiiiiiiiiii••O��O�O•�•000�•iiiiiiiii•�O�O•��� iiiiiiiiii00PJ0�POP�•iiiiiiiiiii•OOOOOOOP�•PiiiiOii•i00�� •i i i ii i iiiiiiiiiii•�ii•�•�•ii4 i i i i i i i iiiiii•Oi���i•�1•iiii i ii i i iii 3 2x4 2x4 H LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 . Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=51/2-0-0,3=51/2-0-0 Max Horz 1=18(LC 12) Max Uplift 1=-1(LC 12),3=-10(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. .011111111.11. ♦♦ vNOUS ��♦ ' •\ • G E N S• •• No 34869 = 9 . 1 .. • 0 A ur.• t-,1\ S Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 22,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. 11111. 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,seeANJI/IPII QualifyC,Nlla,DSB-89 and BCSI Buldeig Component 6904 Parke East Bk/c1. Safety Mfonnalolnivailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 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 Miff Dimensions are in ft-in-sixteenths. •ob‘. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,Is always required. See BCSI. 0 _16d, 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves Mmigiff may require bracing,or alternative Tor I .. ° I'IA p bracing should be considered. c IIIIRMIor i 3. Never stack exceedmaterials theon design inadequately loading shownbraced bandusses. never d 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 C6-7 �' designer,erection supervisor,property owner and plates 0-14"from outside BOTTOM CHORDS at other interested parties. edge of truss. ' 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE Joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. - connector plates. THE LEFT. 7. Design assumes trusses wit be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. 'Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted.this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice Is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum pleating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that I Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ff.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. =10 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. �=0 18.Use of green or treated lumber may pose unacceptable pm. environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI l: National Design Specification for Metal 1+11. I19.Review at portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, II ir 0 i le K. ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015