Loading...
HomeMy WebLinkAboutTRUSS PAPERWORK® Lumber design values are in accordance with RITPI 1 section 6.3 These truss de ' sarely om �t�hed by others. MiTek® RE: 75841 - DITULLIO RESIDENCE / Q57390 REVIEWED FORMTek USA, Inc. Site Information: CODE COMPLI/Ai arke East Blvd. Customer Info: RON RAYMOND Project Name: DITU arr a, 15 Lot/Block: Subdivision:Lgt.toeyb E COUNTY RECEIVED Address: UNKNOWN BOCC+ JUL 16 .7-019 City: PORT ST LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the Name: License #: Address: City: State: General Truss Engineering Criteria 8r Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): �+ Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.2 SCANNED Wind Code: ASCE 7-10 Wind Speed: 170 mph BY , Roof Load: 37.0 psf Floor Load: N/A psf St LudeCou 1$y This package includes 45 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T16446860 JA 316/19 118 IT16446877 JGR2 3/6/19 12 IT16446861 IA1 13/6/19 119 IT16446878 IGR3 3/6/19 1 13 ' T16446862 IA2 13/6/19 120 IT16446879 IGR4 13/6/19 1 �4 _ IT16446863 IB 13/6/19 121 [16446880 GR5 3/6119 I5 T764468(i4 1B1 13/6/19 22 IT16446881 IGRA 3/6/19 1 16 IT16446865 IB2 1316/19 123 IT16446882 IGRB 1316/19 1 17 IT16446866 183 1316/19 124 IT16446883 IGRC 13/6/19 1 18 IT16446867 IB4 13/6119 125 IT16446884 IGRD 1316119 1 I9 IT16446868 186 13/6119 126 IT16446885 IGRE 13/6/19 1 110 IT16446869 IC 13/6/19 127 IT16446886 J1 13/6/19 1 Ill IT16446870 C1 13/6/19 128 1T16446887 IJ3 13/6/19 1 12 T16446871 D 3/6/19 29 T16446888 J38 3/6/19 13 T16446872 D1 3/6/19 130 T16446889 1.1.1 3/6/19 114 IT16446873 IE 13/6/19 131 IT16446890 1J5B 13/6/19 1 115 T16446874 IF1 1316119 132 IT16446891 1J7 13/6/19 1 116 T16446875 IGEF lwam9 133 T16446892 JU 3/6/19 117 T16446876 IGR1 13/6/19 134 IT16446893 IKJ4 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the iudsdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of 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 shr4dverify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. ,``,p4r1r1iq���t J,I,SR P. F2 pi .��G.E N.g�.Yti No 22839 9 'OSTATE OF •�/Z k/ S c: '11111 ONA'stO E��p Walter P. Finn PE No.22839. MJTek Usk Inc. FL cad 6834 6904 Parke East Blvd Tampa FL 33610 Date: Finn, Walter March 6,2019 1 of 2 RE: 75841 - DITULLIO RESIDENCE / Q57390 Site Information: Customer Info: RON RAYMOND Project Name: DITULLIO Model: Lot/Block: Subdivision: Address: UNKNOWN City: PORT ST LUCIE State: FL INo. ISeal# ITruss Name I Date 35 IT16446894 IKJ9 3/6/19 136 IT16446895 KJ9A 13/6119 137 IT16446896•IKJ9B 13/6/19 I38 IT16446897 IM' 13/6/19 I 139 JT16446898 IV2 1316/19 40 .T164468991Iv2A`; 13/6/19 41 T16446900 I V4 13/6/19 1 142 IT16446901 I V8 13/6/19 1 143 T16446902 V12 13/6/19 1 144 IT16446903 I V 16 13/6/19 1 145 IT16446904 I V20 13/6/19 1 2 of 2 M!Tek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 75841 - DITULLIO RESIDENCE / Q57390 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: RON RAYMOND Project Name: DITULLIO Model: Tampa, FL 33610.4115 Lot/Block: Subdivision: Address: UNKNOWN City: PORT ST LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.6 psf Floor Load: N/A psf This package includes 45 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. I Seal# JTruss Name I Date 1 T16446860 1 A 3/6/19 118 T16446877 61`12 3/6/19 12 T16446861 I Al 1 3/6119 119 1 T1 6446878 1 GR3 13/6/19 1 13 T1 6446862 1 A2 13/6/19 20 1 T164468791 GR4 13/6/19 �4 T1 6446863 1 B 316/19 121 IT164468801 GR5 13/6/19 5 T164468641 B1 316/19 122 T16446881 GRA 13/6/19 6 iT164468651 B2 3/6/19 23 T164468821 GRB 13/6/19 I 1J7 468661B3 1316/19 124 IT164468:31GRC 13/6/19 1 8 T16446867 i B4 13/6/19 125 I T16446884 GRID13/6/19 9 T1 6446868 1 B6 3/6/19 126 1 T164468851 GRE 13/6/19 10 T16446869 I C 3/6/19 27 T16446886 I J 1 3/6/19 11 T164468701 C1 3/6/19 I28 I T16446887 J3 1316/19 12 T16446871 1 D 3/6/19 129 T16446888 I J3B 3/6/19 �13 T16446872 I D1 3/6/19 130 I T16446889 I J5 13/6/19 1 14 T16446873,1E 3/6/19 131 T16446890IJ5B 3/6/19 15 T16446874 F1 3/6/19 132 T16446891 J7 3/6/19 116 1T164466751GEF 3/6/19 133 T16446892 JU 3/6/19 117 T1 6446876 1 GR1 13/6/19 134 I T76446893 I(J4 3/6/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the judsdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific Information included is for MiTek's customers file reference purpose only, and was not taken into account In the preparation of 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 should verify applicability of design parameters and properly incorporate these designs intetFie overall building design per ANSI/TPI 1, Chapter 2. `�pU u r urrr� pJ,......:., ENS+F.Y�L No 22839 :.*L 3. �: STATE OF :4(t�/ ': O R 1 p , ID Walter P. Finn PE No22839 MiTek USA. Inc. F10ert M 6904 Parke East BNd. Tampa Fi. 33610 Date: March 6,2019 Finn, Walter 1 of 2 Job Truss Truss Type Oty Ply=D1TU111'OE/057390 T16446862 75847 A2 Common 6 al Chambers Thus, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 6 14:35:20 2019 4x4 = Scale=1:37.4 1b 3x4 = 30 = 3.6 = 3x4 = 3x4 = 7-G10 14-5-6 22-0-0 7-6-00 6-10-13 -'-- 7-6.10 Plate Offsets (X Y).- f2:0-1-6 Edcel f6:0-1-6 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.07 7-12 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.15 7-12 >999 240 BCLL 0.0 Rep Stress Incr YES W B 0.23 Hom(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Wind(LL) 0.10 7-12 >999 240 Weight: 95lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=812/1VIechanical, 2=888/0-8-0 Max Horz 2=182(LC 11) Max Uplift 6=504(LC 12), 2=-624(LC 12) FORCES. (Ile) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1612/1199, 34— 1439/1119, 4-5=-1449/1155, 5-6=-1623/1232 UOT CHORD 2-9=-1025/1460, 7-9=-587/972, 6-7=-1031/1472 WEBS 4-7=-057/542, 5-7=343/396; 4-9=-341/530, 3-9=-337/391 BRACING - TOP CHORD Structural wood sheathing directlyapplied or 5-6-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-1-1 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exarior(2) -"-0 to 1-8-0, Interior(l) 1-8-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 22-0-0 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 pat bottom chord live load nonconcument with any other live loads- 4) • 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 will fit between the bottom chord and any other members. 5) Refer togirder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Be uplift at)oint(s) except Qt=lb) 6=50412=624. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 6,2019 Job Thus Truss Type Cry Ply T164468fi3 75841 B HIP 1 1 �Rf,'Omnw�DE.NCE/057390 nal UneraDers I n15s, Inc., ron Pierce, hL U.ZZU 3 IVOV l U 2U10 MI I eK Inc. wea mar o14:Ja:L[Lu la rage r o 5x10 = 5.00 12 3x4 II 4 31 325 33 3x8 = 3x6 = 3x4 II 6 7 34 a 35 36 5x8 = 9 Seale=1:80.9 '"114 M., Nm�[ IN i b I W.Mm i M1 NO Nq kib o I 4x5 = 22 21 20 3x6 II 3z6 = 4x6 = 19 18 17 16 15 14 4x12 = 46 = 3.4 II 3x10 = 3z6 = 6x8 = 12171 ® 6 13 3x6 II 45 = x 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.23 16-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.46 16-17 >999 240 BCLL 0.0 ' Rep Stress lncr YES WB 0.89 Horz(CT) 0.05 13 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.35 16-17 >999 240 Weight: 238 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-2-8 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-19. 6-19, 9-16. 10-14 REACTIONS. (lb/size) 2=-484/0-3-8, 22=2545/0-8-0, 13=154710-8-0 - Max Herz 2=191(LC 11) Max Uplift 2=-654(LC 22), 22=-1688(1-C 12), 13=-1040(LC 12) Max Grav 2=76(LC 12), 22=2545(LC 1), 13=1547(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -Aft forces 250 (Ib) or less except when shown. �rOP CHORD 2-3=-1338/1963, 4-5=-1904/1656, 5-6=-.1904/1656, 6-8=-2864/2351, e-9=-2864/2351, 9-10=-2028/1583, 10-11=-708/156 BOT CHORD 2-22=-1771/1392, 21-22=-1771/1392, 19-21=-201/328, 17-19=2011/2861, 16-17=-2011/2861,14-16=-1216/1794,13-14=--8M%21,11.13=-84f721 WEBS 3-22=-2384/1864,3-21=-1487/2161,4-21=-134411107,4-19=-1838/2338,5-19=-423/523, 6-19_ 1091/790,6-17=0/281,6-16=-4251516,9-16=-1007/1263,9-14=-145/319, 10-14=-179a/1904, 10-13=-1433/1531 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45tt; L=47ft; eave=61t; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-4-0 to 3-4-3, Interior(1) 3-4-3 to 9-0-0, Exterior(2) 9-0-0 to 15-7-7, Interior(l) 15-7-7 to 37-9-12,:Extedor(2) 37-9-12 to 44-5-12, Interior(1) 44-5-12 to 48-1-12 zone; cantilever right exposed; I patch 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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom .chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) except at=lb) 2=654, 22=1688, 13=1040. Walter P. Finn PE No.22839 NITA USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33810 Bate: March 6,2019 Q WARNING -Verity daelgn paremerersand BEAD NOTES ONTMS AND INCLUDED NfIEK REFERANCE PAGE A747473 m¢faTY101S 6EFORE USE 0ayen vand tar use only wIM Mnek® cmneotgr5.7Ns tleSgn b bnsetl oNy upon parameters showry antl a for on IntlNltluol buJtling component, n01 ��- a huss system, Before sue, the bulltling tlesl8ner must verity the gppllcabYlN of tleslgn parameters antl properly Incorporate Hiss tlesign Info the overall bdil8ing dedgn. &acing Ntlicgfed 6 to prevent buckling of IntlMtlual truss web antl/or chartl members oNy. Atltllnongl temporary antl pennonenf brgdng MiTek- salwa45repuhetlforsigo" antl to preventaollapse with pospDle personal N7ury ender. tlgm.ge. For general guitlgnceregatling ttfe tabAconon, storage, tlelNery, eocnon and bracing pf busses antl tmss systems. seeAN517R11 Coors. Cm�M. DS5419 mid IC31 aWMD CgmpoMnl SaM1fy Intormo6plpvolloble s904 Parke Eesf BNd. Tampa, FL 33610 hem Tmss Plata IranMe. 218 N. Lee Sheet. SW1e 312. Alexontldo. VA 22314. Job as Truss Type Oly Ply DITULLIO RESIDENCE / 057390 / T76446866 75841 B3 HIP 2 1 Job Reference (optional) Gnamoers l fees, ma, rontierce,. VL 8.2u a NOV1 b ZU111 MO ek ID:gaa9jKgsbEbomXBgyGH W TBzsn2-EfB 1.4.0 fi-0-12 10-6.14 15-0-0 20-7-4 I 21 2-8 31-9d2 1-4-0 - 64-12 4.5-2 4-5-2 5.7.45-7.4 5.00 12 5x6 = M = 3x4-= 3xd = 5x8 = 6 7 26 8 279 28 29 10 Inc. Wed Mar a14:J5:Z5201V Facet Scale=1:79.1 20 19 18 31 32 17 33 15 "' 15 14 13 3x5 = 6xB = 3x6 = 3xe = 3x4 = 4x6 = 3XS = 6X8 = 3x6 11 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (too) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.16 15-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.3215-17 >999 240 BCLL 0.0 Rep Stress [nor YES WB 0.73 Hom(CT) 0.07 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.1817-18 >999 240 Weight: 2481b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-9 cc pudins, BOT, CHORD 2x4 SP M 30 except end verticals. WEBS Prof SP No.3 BOT CHORD Rigid ceiling directly applied ors-8-11 cc bracing. WEBS 1Row at micipt 5-20.7-18,9-15.12-14 REACTIONS. (lb/size)' 2= 42/03-8, 20=2050/0-8-0, 13=1370/0-8-0 Max Horz 2=272(LC 11) • Max Uplift 2=-244(LC 11), 20=-1423(LC 12), 13=-852(LC 12) Max Grew 2=5(LC 21), 20=2050(LC 1). 13=1425(LC 18) FORCES. (Ile) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. YOP CHORD 2-3=-S42/872,.3-5=-458/809; 5-6=1476/1313, 6-7— 1330/1289, 7-9— 2025/1785, 9-10=-1941/1743,10-11=-2131/1777, 11�12=-23a8/1880, 12-13=-1352/1127 BOT CHORD 2-20— 808/620, 18-20=-652/949, 17-18=-1332/1882, 15-17=-1482/2028, 14-15=-1653/2137 WEBS 3-20=-358/449,5-20=-2177/1737,5-18=-4321754,6-18=-177/352,7-18=-8831739, 7-17— 160/434,9-15— 390/286, 10-15=-333/507,11-15= 342/369,11-14=-166/269, 12-14=-1529/1935 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18;_MWFRS (directional) and C-C Extedor(2) -1-4-0 to 3-1-12, Interior(1) 3-1-12 to 15-0-0, Exterior(2) 15-0-0 to 21-4-1, Intedor(1) 21-4-1 to 31-9-12, Extedor(2) 31-9-12 to 38.2-0, Interior(1) 38-2-0 to 44-8-0 zone; porch 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 nonconcument 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=244, 20=1423, 13=852. Walter P. Finn PE No.22839 MiTek USA, Inc: FLCert 66U 6984 Parke East Blvd. Tampa FL 33010 Date:, March 6,2019 O WARNING- Verhydeagnpammetemand READNOTES ON MSMDWCLUDWWEKREFERANCEPAGEM674Arev. 113l 015 BEFORE USE Design volitl for use only Win MiTek® connectors. fib design Is based only upon parameters shown, and B for an IndNlduol building component, not a fmss system. Before use, the building designer must verlty,Me applicability of design parameters and properly Incorporate this design Into the overall bullbingdeslgn. Bracing lndlcofedIstoprevent bucking ofIndidualtrussweband/or chord members only., Additional temporary and permanent oraoingr MiTek' 6 alvdjS locukedfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fab/cotlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Quo" y Criteria. DSI-89.and BCSI Building Component mformatbnevollable Institute, 218 N. Lee 6904 Parke Beer Blvd. Tampa, FL 33610 Safety from Truss Plate Steel, Suite 312, Alexandria VA 22314. Job Truss Truss Type City Ply DITULUO RESIDENCE/Q57390 T76446867 75841 -B4 HIP 2 1 Job Reference (optional) Chambers Thiss, inc., ran Pierce. FL azmsrvev ro wro rvuren nNu5mn5, mc. rveu mim614.35.2 e9,=ruee, I D:gaa91 KgsbEbomXBgyGH W TBmd2-id FrfNhE20A(wkN5vPweAyOTnukIiFOTpi8BMzdct .Le -a ,,q 11.F.1n 17.mn 99-edb 9Q_nA a7.9.n 44-9.12 Scale = 1:79.1 5.00 12 5x8 = 3x4 11 5x8 = 6 7 25 8 19 18 " 16 15 " 13 12 11 3.6 II 3x6 = 3x4 = 3x8 = 3x4 = 6xB = US II 3x5 — 45 = _. 3x6 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC '0.88 Vert(LL, -0.12 13-15 >999 360 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.42 Vert(CT) -0.2412-13 >999 240 BOLL 0.0 ' Rep Stress Incr YES W B 0.95 Hom(CT) 0.05 11 life n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.1712-13 >999 240 1 Weight: 256 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 1 Row at micipt 9-13, 10-12 REACTIONS. (lb/size) 2=9/0-3-8, 19=1989/0-8-0, 11=1380/0-8-0 Max Ho¢ 2=308(LC 11) Max Uplift 2=-198(LC 12). 19=-1382(LC 12), l l=-858(LC 12) 'Max Grav 2=60(LC 21), 19=1989(LC 1), 11=1439(LC 18) FORCES. (lb) - Max. Conrp_/Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-515/785, 3-5=-1238/1054, 5-6=1587/1437, 6-7=-1812/1715, 7-8=-1812/1715, 8-9=-2031/1715,9-10=-2449/1896, 10-11=-1362/1133 BOT CHORD 2-19=-694/488,18-19=-694/488;16-18=-807/1220,15-16=-972/1495,13-15=-1239/1759, 12-13=1656/2184, 11-12=-256/268 WEBS 3-19=-1887/1550,3-18=-1400/1880,5-18=-712/690,5-16=-308/517, 6-15=-539/690, 7-15=-395/475, 8-15=-130/251,8-13=-196/460, 9-13=-522/480, 10-12=-1497/1930 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=Sft; Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 3-1-12, Interior(1) 3-1-12 to 17-0-0, Extedor(2) 17-0-0 to 23-4-14, Intedor(1) 23-4-14 to 29.9-12, Extedor(2) 29-9-12 to 36-1-13, Interior(l) 36-1-13 to 44-8-0 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 last bottom chord live load noncohcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide .will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=198,19=1382,11=858. , Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 6,2019 Q WARNING. Vedly design paralnalsmaad READNOTES ON TN/SANDWCLUDEOMREKHEFEFANCEPAGEM674Tlmv. 10AIM112015BEFOBE USE Design valid for use only with MTekO conneCtors. `This design Is based anlyupon parameters shown, and Is for an Individual bustling component, not a to An system, Before use, Me bundIng designer must verify the appllcablllty of design parameters and properly Incorporate this design Into the overall bulkiTg design. Bracing Indicated is to prevent buckling of individual lrunweb and/or chord members only. Additional temporary and permanent bracing Is dwdys requited for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 11 A MjTek' fabFicanoO storage, delivery, erection and brocintrusses g of and truss systems, seeAN3UIPll Quality CMrb e, DSB49. and BCSI Building Component Compon! 6904 Parke EesiBNd. Tampa, FL 33610 Sabry hrformalbrxlvoaoble hem Truss Plate Ins11Me, 218 N. We Sheet. Sulie 312, Alexandria. VA 22314. Job Truss7;pitch Type oty Ply DITULLIO RESIDENCE/05739075841 T16446868 B6 5 1 Job Reference (optional) Chambers Truss, Inc., run nerve, FL 6.¢esrvw mm.n,Vi .k hni.id s, nm. vied mtn 614.35.2 <e,a raye, ID:gaa9jKgsbEhom%BgyGHWTBzsd2-Al1d370J?MBny4Jafcx9BOVjTBDJ1 BwAhTRhjozdcbk 5-9-3 11-2-13 17.0.0_ 5-9-3 5-5.11 5.9.3 — 3x4 11 Scale=1:46.6 1 IN 9 6 6x8 = 3x6 = 3x4 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in Qoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.12 7-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.22 7-9 >920 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Hou(CT) 0.01 6 n/a n1a BCDL 10.0 Code FBC2017/IP12014 Matrix -MS Wind(LL) 0.02 7 >999 240 Weight: 1011b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 9=618/Mechanical, 6=61810-8-0 Max Hom 9=-421(LC 12) Max Uplift 9=497(LC 12), 6=-274(LC 12) Max Grav 9=695(LC 18). 6=628(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.. TOP CHORD 2-3=-750/324, 5-6=-2031274 90T CHORD 7-9=0/437, 6-7=-2821753 WEBS 2-9=-671/581, 2-7=-238/453; 3-7=-214/366, 3-6=-712/216 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 1-9 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-12 to 3-1-12, Intedor(1) 3-1-12 to 16-10-4 zone;C-C for members and tomes & 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 3-8-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 4)'Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 9=497; 6=274. Walter P. Finn PE NoIN39 MiTek USA, Inc. FL Cal 6634 9904 Parke East Blvd. Tampa FL 33910 Data: March 6,2019 Job Truss Truss Type 0ty Ply=ULfL.10IDENCE/057390 T16446870 75841 C1 HIP 1optipnal) Chambers Truss, Inc., Fort Pierce, FL 8.220 S NOV 16 2018 M, I eK InaustneS, Inc. wee Mar 8 14:35:29 201E rage 1 ID:gaagjKgsbEbomXBgyGH W TBzsd2-600NTh0ZXzOVBNTym1 zdGpa?k?wPVC?S9nwoohzdcbi 5-9-74 11-0.0 15-0-0 20-2-2 21 0.0 5 9 14 - 5 2 2 4.0-0 I 5-2-2 %S -14 Seale=1:43.6 4.11 4x6 3.8 = W 11 3x4 — 3.6 = 3.8 = 2z3 I 3xB = LOADING (psf) SPACING- 2-0-0- CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL '20.0 Plate Grip DOL 1.25 TC 0.62 Ve It I( 0.25 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 'BC 0.35 Vert(CT) -0.1610-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(CT) -0.09 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 124 lb FT=20% LUMBER- BRACING - TOP CHORD 2z4SP M 30 TOP CHORD Structural wood sheathing directly applied or4-11-11 oc:pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-7-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=962/0-8-0, 6=962/0-8-0 Max Horz 1=169(LC 11) Max Uplift 1=-1166(LC 12), 6=-1166(LC 12) FORCES. (lb) -Max. Comp./Mac Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 1-2=-2034/3947, 2-3=-1500/2970, 3-4=-1339/2846, 4-5=-1501/2972, 5-6=-2033/3946 'BOT CHORD 1-11=-3584/1846,10-11=-3584/1846,8-10=-2524/1338,7-8=-3569/1846, 6-7=-3569/1846 WEBS 2-11=-499/236, 2-10=-576/1196, 3-10=-851/346, 4-8=-881/347, 5-8=-574/1193, 5-7=-496/235 NOTES- .1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--4.2psf; BCDL=3.Opsf; h=15ft; B=451t; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extehor(2) 0-0-0 to 3-0-0, Interior(l) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to 19-2-15, Interior(1) 19-2-15 to 26-0-0 zone; porch left and right 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 pending. 4) This truss has been designed for a 10.0 pat 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. 6) Provide mechdinical connection (by others) of truss to bearing plate capable of withstanding 10011b uplift at joint(s) except at=lb) 1=1166,6=1166. Walter P. Finn PE No.2283i MiTek USA Inc. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33610 Data: March 6,2019 Job Thus Truss Type Oty Ply DITULLIO RESIDENCE/057390 Tifi446871 75841 D HALF HIP 1 1 Job Reference (optional) unarroers i russ, inc., rvn..erce, r� °.cm s,wv, ,°<u io nu, en niuuau,ca. ,u. yreu rvie, u r,.o.,.oumm rnyv �, 4x8 = 2x3 II 4 17 18 19 5 Scale=1:43.0 3x6 = 20 6 3x4 = 2x3 II 3.4 = 'FO 3.8 = 3x5 II LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 Cat. DEFL. in (too) Udell Ud TC 0.50 Vert(LL) -0.07 7-8 >999 360 'BC 0.29 Vert(CT) -0.15 7-8 >999 240 WB 0.98 Horz(CT) -0.00 7 n/a n/a Matrix -MS Wind(LL) 0.1211-14 >615 240 PLATES GRIP MT20 244/190 Weight: 1251b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 7=643/Mechanical, 2=186/0-3-8, 11=1032/0-8-0 Max Horz 2=266(LC 12) r Max Uplift 7=-423(LC 9). 2=-253(LC 12), 11=-818(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD 3-4=-415/285, 4.5=-844/668, 5-6=-844/668, 6-7=575/538 430T'CHORD 8-10=-270/335 WEBS 3-11=-8971785,3-10=-351/646,4-10=-337/371, 4-8=-444/566, 5-8=-483/564, 6-8=-720/904 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCbL=3.Opsf; h=15f ; B=45f ; L=25ft; eave=4ff; Cat. II; Exp C; Encl., GCpi=0.18; MWFFIS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(l) 13-2-15 to 24-5-0 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1-.60 plate gnp DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=423, 2=253, 11=818. 1 Walter P. Finn PE No.22039 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: -March 6,2019 Job Thus Truss Type Qty Ply DITULLIO RESIDENCE/057390 T7644fi872 75841 01 HALF HIP 1 1 Job Reference (optional) cnamoers i was, me., ron rierce, r� e.eav s lux ,o ­1e9e, ID:gaa9jKgsbEbomXBgyGHWTBnfl2-2pYBuMRg3aeDRhdLuS75LEgObod8z741c5PvsZzdcbg -1-0-0 fi-112 11-0.0 17-9.6 24-fi-12 1.0-0 6-1-02 410.4 6-9-6 - - fi-9-fi 48 = 4 17 18 W I I 9 5 Scale=1:42.5 3x5 = 20 6 3x4,= 3.5 11 3x4 = axo 3x8 = 3x6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Ved(LL) 0.13 11-14 >579 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC0.27 Ved(CT) -0.09 7-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.79 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2017RPI2014 Matrix -MS Weight: 1301b FT=20% LUMBER- BRACING - TOP CHORD 2x4SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 no purims, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. ,REACTIONS. (Ib/size) 7=656/Mechanical, 2=227/0-3-8, 11=978/0-8-0 Max Horz 2=317(LC 12) Max Uplift 7= 432(LC 9), 2=-265(LC 12), 11=-790(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4= 596/402, 4-5=-663/544, 5-6=-663/544, 6-7=-598/564 -BOT CHORD 8-10=-430/490 WEBS 3-11=-828/808, 3-10=-354/598, 4-10=-177/259, 5A=-421/498, 6-8=-644!/86 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2 siFBCDL=3.Opsf; h=15tt; B=45ft; L=258; eave=4h; Cat. II; Exio C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedar(2) -1-0 to 2-0-0, Intenor(1) 2-0-0 to 11-0-0, Eidenor(2) 11-0-0 to 15-2-15, Intenor(1) 15-2-15 to 24-5-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to.girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 7=432, 2=265, 11=790. Walter P. Finn PE No22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 6,2019 Job Truss Truss Type Qty Ply DITULLIO RESIDENCE / Q57390 T16446873 75841 E HIP 1 1 Job Reference (olmionet Chambers Truss, Inc., Fort Fierce, l'L u.zzus Novi azula mllerc industries, Inc. vvea mar b wsDal euiv rage) ID:gaa9jKgsbEbomXBgyGH W TBnd2-2pY8uMRg3aeDRhdLuS?5LEgRaof4zBVIc5Pvszzdcbg -1-4-0 4-4.2. 7.7-14 12r0-0 13-4-0 1-4-0 4-4-2 I 3.3-12 - 4.4-2 -�— 1-4-0 ' Scale: 1/2•=l' 4.8 = 4x4 = 3 4 3x4 = zre a axe — 3x4 - to LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 8-11 >999 360 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.15 Vert(CT) -0.03 8-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES INS 0.06 HOrit(CT) 0.01 5 n1a n/a BCDL 10.0 Code FBC20171TP12014 Marini Wind(LL) 0.03 7-14 >999 240 Weight: 51 lb FT=20% j LUMBER- BRACING- - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=51610-3-8, 5=516/0-3-8 Max Ho¢ 2=-74(LC 10) Max Uplift 2=-452(LC 12), 5=-452(LC 12) FORCES. (Ib) - Max. ComplMax. Ten. -All tomes 250'(Ib)orless except when shown. TOP CHORD 2-3=-753/860, 3-4= 692/871, 4-5=-753/859 130TCHORD 2-8=631/668, 7-8=-633/674, 5-7=-642/668 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf;.BCDL=3.Opsf; h=24ft; B=45ft; L=24111; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 4-4-2, Extenor(2) 4-4-2 to 12-0-0, Intedor(1) 12-0-0 to 13-4-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the .bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 Ike uplift at joints) except (jt=1b) 2=452, 5=452. L Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634- 6904 Parke East Blvd. Tampa FL 33610 Date:, March 6,2019 Q WARNING -Verity desfgn parameters antl READ NOTES ON THIS AND DICLUDED MREKREFERANCEPAGEM11-7M re¢ld0. D15HEFOREUSE �,,�*�• Designvolid for use only vnth MBekOconnectors. This design is based anlyupon porametersshown,and is for an Individual building component. not a tryss system. Before use, the building designer must very the applicability of design parameters and property Incorporate this design Into the overall buildin99design. Indicated Is to buckling members only.. Additional temporary and permanent bracing MiTek' Bracing prevent oflndNidualnossweband/or chord scIvv s required for stability and to preventcollapse with possible personal injury and property damage. For general guidance regarding the fobncafion, storage; delivery, erection and bracing of trusses and truss systems, seeANSVrPll Quality Cri OSB49 and SCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Inforrrtationavoiloble from Truss Plate Institute, 218 N. We Street, Suite 312. Alexandria. VA 22314. Job Truss Truss Type 0ty Ply DITULLIO RESIDENCE 1057390 T16446874 75841 F1 ROOF SPECIAL , 3 1 Job Reference a tional Gnamaers l russ, Inc., ran rlerae, M '0" U a Nov, io ao 10 rvu IeK IUusn lu ' -1. j .... ... 4x4 = 2 Scale=1:26.2 45 = 4x6 = 8 4.6 0.8-0 in" 0-7-2 5a-0 10P0 10{414 0-7-2 N 4 8-0 4 8-0 IT 6 14 o-z2 Plate Offsets (XY)-- f1:0-0-12,Edael f3:0-0-12 Edael '.LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (toe) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.31 Vert(LL) -0.13 6 >751 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SO 0.35 Ven(CT) -0.24 6 >419 240 BOLL 0.0 Rep Stress [nor YES WB .0.05 Horz(CT) 0.31 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) -0.09 6 >999 240 Weight: 41 Ib FT=20% LUMBER- BRACING - TOP CHORD 2z4SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4'SP No.3 REACTIONS. All bearings 0-1-12. (Ib) - Max Horz 1=-166(LC 10) Max Uplift All uplift 100lb or less atjoint(s) except 1=-298(LC 17), 3=-203(LC 17), 7=-285(LC 12), 4=-285(LC 12) Max Gmv All reactions 2501b or less at joint(s) 1, 3 except 7=705(LC 17), 4=605(LC 1) 'FORCES. (lb) - Max. CompJMax. Ten. - All forces 250.gle) or less except when shown. TOP CHORD - 1-2=-280/178, 2-3= 281/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteror(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-4-0, Exterior(2) 5-4-0 to 8-4-0, Interior(1) 8-4-0 to 10-8-0 zone; 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 3) This truss has been designed for a 10.0 pelf 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 at joint(s) 1, 3, 7, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 lb uplift at Joint 1, 203 Ib uplift at - joint 3; 285 lb uplift at joint 7 and 2851b uplift at joint 4. 1 Walter P. Finn PE No12839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 6,2019 Job Truss Type Oty Ply DITULLIO RESIDENCE I Q57390T76446875 75841 TGrEr ROOF SPECIAL 1 1 ' Jab Reference (optional)' Chambers Truss, Inc., Fort Viefce, FL 6.'L'[ua Nuv l oze]o .''au mo usnes, nic. vveu mug o I 44 = 3 46= 4x5 — 10 4x6 — 4,,5 Scale = 1:26.2 LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.31 BC0.35 WB 0.05 Matrix -MS DEFL. in Vert(LL) -0.13 Vert(CT) -0.24 Horz(CT) 0.31 Wind(LL) -0.09 (loc) Vdefl Ud 8 >751 360 8 >419 240 4 n/a n/a 8 >999 240 PLATES GRIP MT20 244/190 Weight: 43 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (11 ize) 2=-174/0-1-12, 9=601/0-1-12, 6=601/0-1-12, 4=-174/0-1-12 ,Max Horz 2=-178(LC 10) Max Uplift 2=-280(LC 17), 9=-247(LC 12), 6=-247(LC 12), 4=-202(LC 17) Max Grav 2=57(LC 11), 9=709(LC 17), 6=601(LC 1) 1 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-280/173, 3-4= 282/169 - NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-0-4-15 to 2-7-1, Interior(1) 2-7-1 to 5-4-0, Extedor(2) 5-4-0 to 8-4-0, Intedor(1) 8-4-0 to 11-0-15 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) This truss has been designed for a 10.0 pat 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 beading plate at joint(s) 2, 9, 6, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 280 lb uplift at joint 2, 247 lb uplift at joint 9, 247 lb uplift at joint 6 and 202 Ib uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 6,2019 Q WARNING. Venlydeslgnparemefeman4READNOTESON TMSANDINCLUDED MREKBEFERANCEPAGEMIN473 rev. 1n1)Y1015BEFONEUSE Design volld for use only with Mirek® connectors. Ns tlesign is owed only upon parameters shown. and Is for an Individual bullding component, not �� a fryss system. Before use. the building designer must verify Me applicability of tlesign parameters antl property Incomarate this tlesign Into the overall bulldog design. Bracing indicated B to prevent buckling of Individual tnsss web and/or chord members only., Additional temporary and permanent bracing 1 MiTek^ e always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabTcotlon. storage, delivery, erection and bracing of trusses and truss systems, seeANSU1PI I GualNy criteria. OSS49 and SCSI Building Component 69D4 Perko East BNJ. Sably Inlormatbspvailable from Truss Plate InstiMe, 218 N. Lee Street Suits 312, Alexandria. VA 22 14. Tampa. FL 33610 Job Truss Truss Type Oty Ply DITULLIO RESIDENCE/057390 T16446876 75841 GR1 Jack -Closed Girder 1 2 Jab Reference (optional) Chambers Truss, Inc., .Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 6 14:35:34 2019 Page 1 I D:gaa9jKgsbEbomXBgyGH W TBmfl2-TODGXOUiMVOol9MwZaZozslvhOcNAKDB13eZruzdcbd 4-7-9 8-7-4 12-10-B 4-7-9 - 3.11-12 - 4-3-4 Scale = 1:33.1 3x10 = axe li 1. = o.o — Special Special Special Special Special Special 4.7.9 8-7-4 124 13- 4.7.9 3.11-12 4-3-4 Plate Offsets(XY)-- (1:0-10-10-0-91 IT0-4-00-4-8] (8:0-3-80-4-12] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(ILL) 0.12 a-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 'BC 0.43 Vert(CT) -0.14 8-9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Hom(CT) 0.03 7 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MS Weight: 1571to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD GOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=3899/0-8-0,7=4358/Mechanical Max Hoa 1=323(LC 21) Max Uplift 1= 2500(LC 8), 7=-2990(LC 8) FORCES. (Ib) - Max..Comp./Max. Ten. -All forces 250'(Ib) or less except when shown. TOP CHORD 1-2=-7575/4893, 2-3=-4425/2853 `BOT CHORD 1-9=-4777/6984, 8-9=-4777/6984, 7-8=-2789/4058 WEBS : 2-9=-1505/2355, 2-8>3235/2198, 3-8=-3330/5013, 3-7=-5380/3696 Structural wood sheathing directly applied or 5-512 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 ••x3°) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip .DOL=1.60 4) Thiatruss.has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6).Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25001b uplift at joint 1 and 2990 lb uplift atjoint7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 795 It, down and 521 lb up of 0-8-12, 792 lb down and 524 lb up at 2-8-12, 792 Ib down and 524 It, up at 4-8-12, 792 Ito down and 524 lb up at 6-8-12, 1300 Ill down and 985 lb up at 7-0-12, 792 lb down and 5241b up at 8-8-12, 623fb down and 446 lb up at 9-0-12, and 792 lb down and 524 It, up at 10-8-12, and 636 lb down and 4541b up at 11-0-12 on bottom chord. The design1selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1:25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-14,1-6=-20 Walter P. Finn PE 4o12639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 6,2019 Job Truss Truss Type City Ply DITULLIO RESIDENCE/057390 T16446676 75841 GR1 Jack -Closed Girder 1 ^ G Job Reference o tional Gnambers 1 m5s, Inc., Yon tierce, FL uzzu a hoy u Lu io ml l eK Industries, me. vvea mar a 14:Jo.o4 zviv rage z ID:gaa9jKgsbEbomXBgyGHWTBzsd2-TODGXOUiMVOol9MwZaZoz lvhOcNAKDB13eZTuzdcbd LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-792(B)8=792(B) 12=-795(B) 13=-792(B) 14=-792(B) 15=-1300(F) 16=-623(F) 17=-792(B) 18=-636(F) M Q WARRING -VeN/ydeslgnparamefersand HEAD NOTES ON TN/SAND INCLUDED MGEKREFERANCEPAGEMII-74mrey. 1,203*015BEFORE USE • Design Vaud for use only with Mile1eD connectors. This design Is based only upon parameters shown, and is for an Individual building component not 0 t4=system. Before use, the building designer must verity Me applicability of design parameters and preachy Incorporate this design Into Me overall buildirlgdedgn. Bracing Indicated istobucklingoflndivldualtruss web and/or chord members only.. Additional temporary and permanent bracing 'M)Tek prevent 6 always required for stability and to prevent collapse whit possible personal Injury and property damage. For general guidance regarding Me fabllcatlon, storage, delivery, erection and bracing of trusses and huss systems, seeANSVWn Quality CdhM, OSI-09.and ICSI lultlhp Component ' 6904 Parke East Blvd. 5ably In/omlaiblswa0dble from Truss Rate Inmate, 218 N. Lee Street. Suite 312. Alexandra. VA 22314. Tampa, FL 33610 Job Truss Thus Type OtY Ply DITULLIO RESIDENCE/Q57390 T76446877 75841 GR2 HIP GIRDER 1 2 Job Reference (optional) Chambers Truss, Inc., .Fort Pierce, FL 8.220 s Nov 15'2018 Mi I ek Industnes, Inc. Wed lVar 6 14:35:35 2019 Pagel I D:gaa9jKgsbEbomXBgyGH W TBmd2-PmL1x4Vyu7G W XSV Ig?bG2HNHSpLteFcUmN7g%nzdcbb '-1-0- _ fi-1-12 12-10-8 78-9-6 24-8-4 27-8-12 W 11-4 39-2-12 44-9-12. -0- 6.1-12 1628-12' 5-10-14 5-10-14 3.0-8 fi-2-8 - 5.38 5-]-0'-- Scale = 1:76.9 5.8 = 5x18 = 3x6 = 5x8 = 5.00 Fl2 4 2526 5 6 7 8 2728 9 d IC 21 20 U 18 17 16 " 14 13 12 3x5 4x8 4.8 = 6.10 II 7x8 = 4x4 = = 44 II 4x8 = 4x4 II Special LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.03 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 'BC 0:24 Vert(CT) -0.0617-18 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.83 Horz(CT) 0.0,1 16 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(L-) 0.0521-24. >999 240 Weight: 558 lb FT=20% LUMBER- BRACING - TOP CHORD 2R4SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP M 30'Excepr except end verticals. ' 15-19:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS' 2x4 SP No.3 *Except* 6-17:2x6 SP No.2 REACTIONS. All bearings 0-3-8 except Qt=length) 21=0-8-0, 12=0-8-0. (lb) - Max Horz 2=228(LC 7) Max Uplift All.uplift 1001la or less at joint(s) except 2=-342(LC 25), 21=-1079(LC 8), 16=-393l(LC8), 12=-410(LC 25) Max Grav All: reactions 25016 or less at joint(s).2 except 21=1469(LC 17), 16=5829(LC 1), 12=610(LC 14) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1210/790, 4-5=-1555/1132, 5-0=-1555/1132, 6-8=-667/1178, 8-9=-667/1178, 9-10=-547/4T7, 10-11=-839/599,11-12- 556/420 BOT CHORD 18-20=-514/1036, 17-18=-1119/1478, 16-17=-1119/1478, 14-16=-414/420, 13-14=-4831719 WEBS 3-21=-1297/949,3-20=-636/1208,4-20=-334/303,4-18=-536R43,5-18=-374/343,: 6-18=-806/912,6-17=-2869/4259,6-16=-5194/3541,8-16=-333/299, 9-16=-11401752, 9-14=-155/381, 10-14=-555/418, 11-13=-405/604 NOTES- 1) 2-plytruss to be connected together with 10d (0.131°x3°) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 00. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 = 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as.(F) or (B), unless otherwise indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4,2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 lb uplift at joint 2, 10791b uplift at joint 21, 3931 lb uplift at joint 16 and 4101b uplift at joint 12. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4336 Ib down and 3010 lb up at 24-8-4 on bottom chord. The design/selection of such connection devices) is the responsibility of others. WARNWG- 218 N. Lee Street 10=015BEFOREUSE. not Waller P. Finn PE No.22839 MiTak USA, Inc. FL Con 66U 6904 Parke East ENd. Tampa FL 33610 Date: March 6,2019 MR MOW 69M Palle East Blvd. Tampa, FL 33610 Jab Thus Truss Type Oty Ply DITULLIO RESIDENCE/Q57390 T1s44sen 75841 GR2 HIP GIRDER 1 2 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert; 1-4=-54, 4-9=-54, 9-11=-54, 12-22=20 Concentrated Loads (lb) Vert: 17=-4336(B) B.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 614:35:36 2019 Page 2 ID:gaa9jKgsbEbomXBgyGHWTBnd2-PmL1 x4Vyu7GWXSVIg7bG2HNHSpLteFcUmN7g%nzdcbb O WARNING-Vetltytleslgn poramere..rd READ NOTES ON TNIS AND INCLUDED MTTEKREFERANCEPAGEM674TJ®v. rattacolSBEFORE USE. *� Design valid for use only with MBekg connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a byss System. Before use, the building designer must verify the applicabllity of design parameters and properly Incorporate this design Into Me overall bulidlr♦g design. Bracing Indicated is to prevent bucWing of lndMduol tense web and/or chord members only.Additional temporary and permanent bracing. Is gways required for stability and to prevent collapse with possible pencinol Injury and property damage. For general guidance regarding the fabrication, storage. deltvery. erection and bracing of trusses and truss systems. seeAN3VIPt1 Quality Criteria. DSB49 and SCSI Binding Component Sably NformaPonovoiloblehom Truss Fate Institute. 218 N. Lee Sheet Sulte312. Alexandre, VA 22314. i.�Yl7 M)Tek' 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply DITULLIO RESIDENCE/Q57390 T76446878 75841 GR3 HIP GIRDER 2 2 Jab Reference laptionaq Chambers Truss, Inc., Fort Fierce, FL 8.220 s Nov 16 2018 MiTek Industnes, Inc. Wed Mar 614:35:38 2019 Page 1 ID:gaa9jKgsbEbomxBgyGHWTBssri2-L9TnMmxDPkW Emmfho0dk7iSTYdv169pnDhcncfzdcbZ 33-44--7122 -1912 12-5214 I 195P- 1346 29-11 I NM 30d 1-6 4640912 2--0 6 64-4-14.4-13 -14 5.8 MT18HS = 6xB = 5.8 MT18HS = 50a� 6 25 26 7 27 28 8 22 21 4x5 = 7x8 = 15x8 = 2a 19 18 4x8 6xB = 3.4 II Special 17 1b 7x3 = 5x8 = Special 15 14 4x4 = 74 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ulf TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Ved(LL) -0.22 17 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.40 17-18 >999 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.85 Horz(CT) -0.09 13 n/a nfa BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.43 17-18 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BCir CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 -Except* BOT CHORD 4-21,12-14: 2x4 SP M 30 NEACTIONS. (lb/size) 1=-850/0-3-8, 22=6748/0-8-0, 13=4445/0-8-0 'Max Horz 1=328(LC7) Max Uplift 1=-914(LC 18), 22=-6024(LC 8), 13=-3780(LC 8) Mel Grav 1=706(LC 8), 22=6748(LC 1). 13=4445(LC 1) FORCES. (lb) -Max Comp./Max. Ten. -All fames 250 (I a) or less except when shown. TOP CHORD 1-2=-2213/2499,2-4=-2350/2659,4-5=-5688/5037,5-6=-7998/7307,6-7=-7359/6848, 7-8=-824017546,8-9=-8935/8066,9-10=-8961/7888; 10-12=-8148/6992, 12-13=-4301/3714 BOT CHORD 1-22=-2322/2022, 21-22=2409/2212, 19-21=-4457/5186, 18-19=-7362/8323, 17-18=-7362/8323,15-17=-7059/8221,14-15=-6370/7461, 13-14=-459/536 WEBS 4-22= 6440/5727,4-21=-715918154,5-21=-2922/2743, 5-19=-2456/2826, 6-19=-2006/2346,7-19=-2162/1978,7-17=-1140/1176,8-17=-2335/2731, 9-17=-580/398, 9-15=-355/425,10-15=-852/1021, 10-14=-1039/1027, 12-14=-5975f7000 Scale = 1:80.0 13 7x14 MT18HS 11 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 625 lb FT=20% Structural wood sheathing directly applied or 5-0-8 oc pudins, except end verticals. Rigid ceiling directly applied or 5-10-13 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE.7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide Walter P. Finn PE No.22879 will fit between the bottom chord and any other members. MiTek USA, Inc. FL Cod 6634 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91416 uplift at joint 1, 6024 Ib uplift at 6904 Parke East Blvd. Tampa FL 3381D joint 22 and 3780 Ib uplift at joint 13. Date: March 6,2019 Q WARNING. VerKxdes/gnp4remet..dREADNOTES ON MIS AND INCLUDED MIrEKREFERANCEPAGEMIF147Jrev. m=015BEFORE USE �■�- Deslgnvalid for use only with MiTek® cpnneot." to tledgn Is based only upon parameters shown and Is for an IntllNtluol bulltling component, npi a fill%Sy51em. B.fp'a use, the bulltling designer must verity the applicability of tleslgn parameter9 antl properly ncotporWe this tleslgn Info Me overall buil ln9tleslgn.&adngintlimfetlBfopreventbucklingo,InaNlduelhussw.band/orahartl members only. AtldlBonaltemporaryantlpeimanenibracing Is always required for stability and to prevent collapse with pos4ble personal Injury and property tlorrage. For general guidance regamel me fabri�o8on stomga; tlelNery. erection and bracing of husses antl Cross systems seeAN5UIP11 Du CMuks, D6841D. and BC51 Buttlbp Compenmp MiTek' 69N Parke East Blvd. to IImfennatbmvolloblefrom Trust Fore orm1uhs 21aN.laeahe.t, Suite 312 Ale..ndtlo.VA 22314. Torres. FL 33610 Job Truss TrussType Oty Ply=IQ57390T16446878 75841 GR3 HIP GIRDER 2 Chambers Thus, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 614:35:38 2019 Page 2 ID:gaa9jKgsbEbomXBgyGHWTBn62.L9TnMmXDPkW EmmfhoOdk7iSTYdvf69pnDhcncfzdcbZ NO'TES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 259 It, down and 287 lb up at 19-0-1, 172 Ib down and 1901b up at 20.2-4, 683lb down and 758 lb up at 22-1-3, 564 Ib down and 625lb up at 23-5-5, 683 lb down and 758 Its up at 24-9-5. and 139111 down and 154 lb up at 26-8-6, and 259 lb down and 287 Ib up at 27-9-11 on top chord, and 2075 Ib down and 1796 Ito up at 19-1-8, and 2438 lb down and 19421b up at 27-8-4 on bottom chord. The .design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-6=-54, 6-8=-54, e-12=-54, 1-13=-20 Concentrated Loads (lb) Vert: 6=-237(F) 8=-237(F) 19= 2075(F) 7=-516(F) 17=-2438(F) 25=-157(F) 26=-625(F) 27=-625(F) 28=-127(F) QWARNING-Verlrydeslgnparsmefersend READNOTES ON TUSANDWCLOD£DMREKREFERANCEPAGEMR74mmv. fN0.Y2015BEFOREOSE Design valid for use only with MBekO connectors. The design Is based only upon parameters shown, and Is for on Individual building component, not ass system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into fire overall but ding design, Bracing Indicated is to buckling of Individual Muss web and/or only., Additional temporary bracing prevent chord members and permanent Is MOW. 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 cnd truss systems, seeANSI/IPII Q,d CrSeM, DSB-89 and SCSI Balding Component 6904 Parke East Blvd. Safety Infemnationavol able from Truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Tampa, FL 33810 Job Truss Truss Type Oty Ply DITULUO RESIDENCE I Q57390 T76446879 75841 GR4 Flat Girder 1 2 Job Reference (optional) „u—, unbv —I „= r<, o.zm s 140y Ib zV IC mu eR moaa[nee, Inc. wea'mar b 14mmiu eu le rage l ID:gaz9jKgsItEbomX2gyGHWT13zsd2-pl-19a6YrA2f5OwEtL88zgw7mvl LFrf6xSLLK86zdcbY 3-10-9 7-7-7 11-6-g 3-10-9 3-8-13 3-1 .9 3x4.= 2x3 11 3x8 = 3x4 11 Seale = 1:49.2 1 9 10 2 11 12 3 13 14 4 6 15 7 16 6 17 3 3x10 II Special 4x8.= Special 3x4 II Special 6x9 — Special Special LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 'SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.32 BC 0.32 W B 0.66 Matdx-MS DEFL. in Vert(CL) -0.02 Vert(CT) -0.04 Horz(CT) 0.00 Wind(LL) 0.04 (loc) Vdefl Ud 6-7 >999 360 6-7 >999 240 5 n/a n/a 6-7 >999 240 PLATES GRIP MT20 244/190 Weight: 251 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. \ WEBS 1 Row at midpt 1-8, 4-5 REACTIONS. (fib/size) 8=2458/Mechanical, 5=2465/Mechanical Max Uplift 8=-1922(LC 4), 5=-1927(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-2152/1700, 1-2=-9161720, 2-3=-9167720 ' BOT CHORD 6-7= 720/916, 5-6=-720/916 'WEBS 1-7=-1659/2113, 2-7=-604/514, 3-6=-992/1291, 3-5=-2115/1662 NOTES- 1) 2-plytruss to be connected togetherwith fold (0.131"x3") nails as follows: _ Top chords connected as follows: 2x4 - i row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7.10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of Iruss.to bearing plate capable of withstanding 1922 lb uplift at joint 8 and 1927 lb uplift at joint 5. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 157 lb down and 109 lb up at 0-10-13, 197 lb down and 137 Ib up at 2-9-12, 197 lb down and 137 lb up at 4-9-12, 197 lb down and 137 lb up at 6-8-4, and 197 lb down and 1371b up at 8-8-4, and 157 Ib down and 109 lb up at 10-7-2 on top chord, and 600 lb down and 517 lb up at 1-9-12, 600 Ib down and 517 lb up at 3-9-12, 600 lb down and 517 lb up at 5-9-12, and 600 lb down and 517 lb up at 7-8-4, and 600 lb down and 517 lb up at 9-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Walter P. Finn PE No.22939 Wrok USA Ina FL Cod 6634 6604 Parke East Blvd. Tampa FL 33610 Date: March 6.2019 0 WARNING- Verily Eeslgnpmameten,=BREAD NOTES ON THISANO INCLUDED AUTEKREFERANCEPAGEMIP7473 ni 16D0/1015BEFORE USE Design valid for use only with Mlrek® connectors. This design Is loosed only upon parameters shown, and is for an Individual building component, not ahpss system. Before use. the building tlesigner musfver'dy the applicobaity of design parameters antl prope4y Incorporate this tle4gninto the overall �• is.to n9 design. aracing lndicoted is to prevenfbuc6J gol oxi'mdual truss web and/or chord membersoNy., Addit.nal temporary and permanent bracing Welk' Is always requiretl fbr stability antl fo preventcollapseWith possible personol Inlury Ondproperty damage. For general gulden. regard,no fne fobTicotion; storage; delivery, erecilbn and bracing of busses and buss sysfems seeAN61/IPII GUalddyy CMCM. OSfiA9 and aC6I 6u3tlhp GmppnrrnY 69oa Parke East Blvd. 9e . Infosmatbnavoiloble horn Truss Plate Institute, 218 N. Lee Sheet Suite 312 Alexondrio. VA 2231 a. Tampa, FL 33610 Job Truss Truss Type Oty Pty DITULLIO RESIDENCE/057390 T76446879 75841 GR4 Flal Girder 1 ^ ' G Jab Reference foot onall I cuss, Inc., rorl rlerce, rL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 6 14:35:39 2019 Page 2 ID:gaa9jKgsbEbomXBgyGHWTBzsri2-pL19a6YrA2f5OwEtL88zgw4mvl LFd6xSLLK86zdcbY LOAD CASES) Standard Concentrated Loads (lb). Vert: 7=-598(B)6=-598(B) i57(F)10=-197(F), 11=-197 12=-197 13=-197 14=-l57 15=-598(B) 16= 598(B) 17=-598(B) Q WARNING - Verify design parameters antl HEAD NOTES ON THIS AND INCLUDED MNEK REFERANCE GAGE MIF747a rev. I afiAL301 s BEFORE USE Deslgn valid for use only with MiTek®connectors. This design is based only upon porometeashown, and is for an Individual bulidingcomponent.not ��• 0 rpse system. Before use, Me building designer mustverlN Me applicability of design parameters and properly Incorporate this design into the overall bulldingdeslgn. Bracing Indicated is to prevent bucWingofIndividual humweb and/or chord members only. .Addltlanaltemporary and permonentbracing MiTek' Is always required for stability and to prevent collapse win, possible personal N7ury and property damage. For general guidance regarding Me fabrical l storage, delivery, erection and bracing of trusses end hes, systems, seeANSVIPll Qually Cdfeda, DSB-69 and BCSI BuldhD Component 6904 Parke East Blvd. Safely Infonnationavallable from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Thus Type 0ty Ply DITULUO RESIDENCE/057390T76446880 FFIISSG!rder 75841 GRS 1 2 Job Reference (optional) unamoers I runs, me., ton rrerce, rL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 614:35:40 2019 Page 1 ID:gaagjKgsbEbomXBgyGHWTBm62-IYbXnRYrxLnxO4p4vriCC7XyzRiZaB 4tL-5tgYzdcbX • 3.10.9 7-7-7 11.6-0 3.10.9 3-8-13 1 - 3-10-9 ' 3x4 = as 11 3xB = 3x4 It Scale = 1:51.2 6 15 7 16 6 17 5 3110 11 Special 4x8 =, Special 3x4 B Special 6x8 = Special Special 3-10-9 7-7-7 11-6.0 310-9 3-8-13 I r1i Plate Offsets (X Y)-- 15:Edoe 04-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(L-) -0.02 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.03 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.55 Horn(CT) -0.00 5 Na i BC•DL 10.0 Code FBC2017/rP12014 Matmi Wind(L-) 0.03 6-7 >999 240 Weight: 251 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOTCHORD' WEBS REACTIONS. (lb/size) 8=2095/Mechanical, 5=2110/Mechanical Max Uplift 8= 1776(LC 4), 5=-1791(LC 5) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1852/1579; 1-2=-774/662, 2-3=-774/662 BOT CHORD 6-7=-660f772„5-6=-6601772 'WEBS 1-7=-1526/1782, 2-7=-606/513, 3-6=-860/979,3-5=-1781/1523 Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at rl 1-8, 4-5 NOTES- 1) 2-plytruss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated: 3) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf1 h=1511; B=45ft; L=248; eavei Cat. 'II: Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0lost bottom chord live load nonconcurrent with any other live loads: 6) ' 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1776 lb uplift at joint 8 and 1791 Ib uplift at joint 5. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 157 lb down and 109lb up at 0-10-13. 197 lb down and 137 lb up at 2-9-12, 197 lb down and 137 Ito up at 4-9-12, 197 lb down and 137 It, up at 6-84, and 197 lb down and 137 It, up at 8-84, and 157 lb down and 1091b up at 10-7-2 on top chord, and 455 Ito down and 460 Ito up at 1-9-12, 455 Ib down and 4601b up at 3-9-12, 455 Ib down and 460 It, up at 5-9-12, and 455 lb down and 460 Ib up at 7-9-12, and 455 Ito down and 460 lb up at 9-9-12 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l-25 Uniform Loads (plf) Vert: 14=-54, 5-8=-20 Wafter P. Finn PE No.22638 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 6,2019 O WANNWG- Vedlydes/gn Pammetersand Ri AD NOTES ON MMANDWCLODEDMREKN£FENANCEPAGEMIP74m m, TaNY1a156EFOpE NSE �- Design valid for use only with MOeIda connectors. This design Is based only upon parameters shown. and Is for on Individual building component, not a tgsss system. Before use, the building designer must verity me applicability of design parameters and properly Incorporate this design Into the overall bullchy design. Bracing Indicated is to prevent buckling of Individual Muss web and/or chord members only. Additional temporary and permanent bracing MiTek' 6 al ways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the lab�conon, storage. delivery. erection antl bracing of trusses antl truss systems, seeAtaSI7IpI1 Qu uMy CMnb, DSO-0P antl SCSI Bu6tlhg Componmf s960 Parke East Blvd. Safety mformatlorawciloble from Truss Plate Institute. 218 N. lee Sheet. Suite 312. Alexani VA 2231d. Tampa. FL 33810 Job Tess Truss Type Oty Ply DITULLIO RESIDENCE/Q57390 T16446880 75B41 - GR5 Flat Girder 1 2 Job Reference (optional) I russ, Inc., .Fan Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 614:35:40 2019 Page 2 ID:gaa9jKgsbEbomXBgyGHWTBnd2-IYbXnRYTxLnxO4p4vrfCC7XyzRiZaB 4tL-5tgYzdcbX LOAD CASE(S) Standard Concentrated Loads.(Ib) Vert: 7=-455(F) 6=-455(F) 9= 157(F) 10=-197(F) 11=-197(F) 12=-197(F) 13=-197(F) 14=-157(F) 15=-455(F) 16=-455(F) 17=-455(F) O WARNING - Verifydeslgn pammerersand READ NOTES ON THISAND MCLUDED MTTEKBEPENANOEPAGEMIli rev. 1040320156EFONEUSE Design valid far use only with MifeWconnectars. This design is based only upon parameters shown, and Is for an Individual building component, not . 0 tqm system. Before use, the building designer must verity the appllccallty of design parameters and properly incarcerate this design Into the overall bulidlriIg design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is 01yays required for stability and to prevent collapse with possible personal Inlury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trwsas and truss systems, seeANSUIPII Qua" Cmnla, DSB49 and SCSI Building Component 69N Parke East Blvd.brn Sabty Intormatvotoble from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandra, VA 22314. Tampa, FL 33610 Job Type Oty Ply DITULLIO RESIDENCE/057390 ]Truss ]Trss T16446881 75841 GRA Hip Giber 1 1 Job Reference o tonal Gnambers Truss, Inc., Fan Force, FL 6.220 s Nov 16 2018 MiTek Inc. Wed Mar 6 14:35:42 2019 Scale = 1:40.2 Special NAILED 4x8 = Special NAILED 2a3 II NAILED 48 = 3 18 19 4 20 21 5 _ 4 3x8 = NAILED 2.3 It _ 4x8 4x5 2x3 II NAILED NAILED Special Special 3-9-14 7-0-0 11-0.0 15-0-0 18-2-2 22-0-0 3-9-14 3-2-2 4.0.0 4.0-0 &2.2 3.9-14 Plate Offsets (X Y)-- f3:0-5-4 0-2-41 f5:0-5-4 0-2-41 LOADING (psg SPACING- 2-0-0 CS]. DEFL. in (too) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.24 9 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.27 9 >987 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.24 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 97 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1660/0-8-0, 6=1660/0-8-0 Max Horz 2=125(LC 24) Max Uplift 2=-1211(LC 8), 6---1211(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD 2-3=-3517/2432, 3-4=-3621/2629, 4-5= 3621/2629, 5-6=-3517/2432 13OT CHORD 2-11=-2083/3185, 9-11=-2093/3211, 8-9=-2093/3211, 6-8=-2083/3185 WEBS 3-11=202/626, 3-9=-449/613, 4-9=-467/480, 5-9=-450/613, 5-8=-202/626 BRACING - TOP CHORD Structural wood sheathing directlyapplied or 3-3-13 oc pudins. BOTCHORD Rigid ceiling directly applied or 4-11-5 oc bracing. NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opst h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11: Exp. C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1211 Ib uplift at joint 2 and 1211 Ib uplift at joint 6. 7) 'NAILED' indicates 3-10d (0.148'x3') or 3-12d'(0.148'x3.25') toe -nails per NOS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 367lb up at 7-0-0, and 223 Ito down and 3671b up at 15-0-0 on tap chord, and 358 lb down and 229 It, up at 7-0-0, and 358 It, down and 229 lb up at 14-11-4 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=125 Uniform Loads (pit) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 12-15=-20 Concentrated Loads (Ib) Vert: 3=-162(F) 5=-162(F) 11=-348(F) 9=-66(F) 4= 110(F) 8=.348(F) 19=-110(F) 20=-110(F) 22=-66(F) 23— 66(F) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 8904 Padre East Blvd. Tampa FL 33810 Data: March 6,2019 Jab Truss Truss Type Dty Ply DITULLID RESIDENCE/057390 T16446882 75841 GRB HIP GIRDER 1 2 Job Reference (optional) unamoers I mss, inc., ran Fierce, rL a.22U s NOV 1 b 2Ulb MI I ex Inauslnes, Inc. Weaver b 14:3DAU 2U19 Scale a 1:80.9 5.00 12 3x45II 4x5 = 3x4 11 4x6 = 3x8 = 3x4 11 4x6 = 4x10 = 5x6 = 3 4 32 33 5 34 35 36 37 6 3B 7 39 8 4041 42 43 9 44 1045 46 11 47 48 49 12 4x8 1 :J 13 2 1415Id d1 to 11 1 25 50 51 52 24 53 54 23 55 22 56 57 21 5859 60 61 20 62 19 63 18 64 65 66 17 67 76 3x4 11 3x4 11 3x6 11 4x5 = 6x8 = 3x10 = 4x6 =4x10 = 3x10 = 7x8 = 4x5 = Sx6 WB= C69 t2 E45 Str12 12d-10 1]A1-0 23xA4 25168 31-62 399-12 44s 12 44d.12 51.5 631d I SS10 fi-a10 6510 SSto 5.510 �102-00 Plate Offsets (X Y)— [4:0-3-0 0-2-41 [7:0-3-0 Edae]110:0-3-0 Edae][12:0-3-0 0-2-4] [24:0-3-8 0-1-81 LOADING (pat) SPACING- 2-0-0 Cat. DEFL. in (loc) Vdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Ven(LL) 0.73 20-21 >631 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.8420-21 >550 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.82 Horz(CT) 0.15 16 Na rVa BCDL 10.0 Code FBC2017/FPI2014 Matrix -MS Weight: 482 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc, puffins. ' BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3'Except' 3-25,13-16: 2x6 SP No.2, 4-24: 2x4 SP M 30 OTHERS 2x4 SP No.3 AFACTIONS. (lb/size) 25=3481/0-8-0, 16=3001/0-8-0 Max Horz 25=-154(LC 6) Max Uplift 25-3335(1-C 8). 16=-2251(LC 8) ' Max Grav 25=3579(LC 39), 16=3074(LC 37). FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-967[757, 3-4=-740/619; 4-5=-548613675, 5-6=-8576/5913, 6-8=-8576/5913, 8-9=-9691/6878, 9-11=-9691/6878, 11-12=-4412/3122,12-13=-4661/3246, 13-14=-504/278 BOT CHORD 2-25=-629/1003; 24-25=-796/1384, 22-24_ 3565/5486, 21-22=-6842/10061, 20-21=-6842/10061,18-20=-5327/7721, 17-18=-5327/7721, 16-17=-232/529, 14-16=-232/529 WEBS 3-25=-466/541,4-25=-3257/2580,4-24=-0034/5486,5-24=-234211894,5-22=-259113582, 6-22=-581/600, 8-22=-1754/1317, 8-21=-30/506, 8-20=-421/333, 9-20=-580/599, ' 11-20= 1503/2241,11-18=-20/454,11-17=-4024/2807,12-17=-796/1409, 13-17=3201/4358, 13-16=-2950/2235 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: Vult=170mph (3 second gust) Vasd=132mph; TCDL=4.2psf•, BCDL=3.Opsf; h=15ft; B=45ff; L=47ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. - 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. Walter P. Finn PE No22834 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 MTek USA, Inc. FL Cad 6834 will fit between the bottom chord and any other members. 6904 Parke East Blvd. Tampa FL 33810 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333516 uplift at joint 25 and 2251 lb Date: uplift at joint 16. March 6,2019 QWMNMG-Verlfydeslgnperdnetem.dRE ONOTESONMMANDWCLOOEOMREKBEPENANCEPAGEM147473rev.Id 015BEFOBEOSE Design valid for use only with MRekS connectors. lhls design Is based any upon parameters shown. and a for on Individual building component, not 0 No system. Before use, the building designer must verify me opplicablley, of design parameters and properly Incorporate this design Into me overall bulldingoeslgn. Bracing Indicated atoprevent bucklingofindividual trussweband/or chord members only. .Additional temporary and permanent bracing a always requked for stability and to prevent collapse with poome personal Injury and property damage. For generol guidance regarding me fabdcatfon, storage: delivery, erection and bracing of trusses and Muss systems weANS91P11 Cuall Criteria. 031-09 ontl aC516WdYrp Component Safety IMbnnalbrpvallablefram Truss Flat0lmfhde. 21B N. Lee Sheet, Suite 312 Alexantlrla. VA 22314. MITeIC 6904 Parke East BNd. Tampa, R. 33810 Job Truss Truss Type Oty Ply DITULUO RESIDENCE /057390 T7644fi883 75641 GRC Hip Girder 1 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL - 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 614:35:49 2019 Page 1, ID:gaa9jKgsbEbomXBgyGHWTBmd2-XGdxgWf6g6vgbS?oxEKJ41 PNY3erBCiPlumsVXzdcbO -1-0-d7.0-0 11-0-9 1111-7 19-0-0 22-2-2 26.0-0 27.4.0 1-4-0 I 3.9-14 - _ - 3.2-2 4.0.9 &10-13 - 4.0.9 &2.2 I 3- M Scale - 1:46.7 5x8 MT18HS = 2x3 If 3x8 = Sx6 = 3x8 = 2x3 II 5.8 MT78HS= 2.3 II 3x5 = 3z8 = 3x10 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 CSI. TC 0.76 BC 0.82 WB 0.52 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Ud 0.41 10-11 >763 240 -0.4710-11 >670 240 0.14 7 n/a n/a PLATES MT20 MT18HS Weight: 120 lb GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2z4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1984/0-8-0, 7=1994/0-8-0 Max Horz 2=128(LC 7) Max Uplift 2= 1441(LC 8), 7=-1441(LC e) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250,(lb) or less except when shown. TOP CHORD 2-3=-4342/3021, 3-0=-0832t3489, 4-5=-0832/3489, 5-6=-4002/2885, 6-7=-4342/3020 -80T CHORD 2-13=-2625/3945, 11-13=-2635/3970, 10-11=-3263/4831, 9-10=-3263/4831, 7-9= 2624/3945 WEBS 3-13=-197/617, 3-11=-808/1162,4-11=-460/467, 5-10- 24/305, 5-9=-1134/792, 6-9=-656/1174 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 1441 lb uplift at joint 2 and 1441 lb uplift at joint 7. 8).Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2231b down and 368 lb up at 7-0-0, 152 lb down and: 189 Ito up at 9-0-12, 152 Ib down and 1891b up at 11-0-12, 152 lb down and 189 lb up at 13-0-0, 152 lb down and 189lb.up at 14-11-4, and 152 lb down and 189 It, up at 16-11-4. and 223 lb down and 368lb up at 19-0-0 on top chord, and 3581b down and 229 Ib up at 7-0-0, 851b down and 32 Ib up at 9-0-12, 85 Ib down and 32 Ib up at. 11-0-12, 851b down and 32 Ib up at 13-0-0, 85 Ib down and 32 Ib up at 14-11-4, and 85Ib down and 321b up at 16-11-4, and 3581b down antl 229 Ib up at 18-11-4 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 Uniform Loads (pit) Vert: 1-3=-54, 3-6=-54, 6-8= 54, 14-17=-20 _ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 6.2019 Job Truss Truss Type Oly Ply DITULLIO RESIDENCE / Q57390 T76446883 75841 GRC Hip Girder 1 1 _ Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 6 14:35:49 2019 Page 2 ID:gaa9jKgsbEbomXBgyGHWTBzsd2-XGdxgW f6g6vgbS?oxEKJ41 PNY3erBCiPlumsVXzdcb0 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-162(B) 6=-162(B) 13=-348(B)11=-66(B)4=-110(B) 10=-66(B) 9=-348(B)5=-110(B)20=-11 o(B)22=-110(S)24= 110(B)25=-66(B)26=-66(B) 27=-66(B) Job Truss Truss Type OITU�RFS,.IDEN.CC�,E/057390 ]OtyPly T16446884 75841 GRD HALF HIP GIRDER 1 Job Rl) Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MTek Industries, Inc. Wed Mar 6 14:35:512019 5x6 = 3x5 11 .5 an 119 3 4 Scale = 1:43.0 2x3 11 3.8 = 2.3 11 3x6 = 48 3x4 11 2122 5 23 24 6 '25 267 8 9 27 10 3x4 = 6x8 =' , 4x10 = 2x3 II 3x8 = H3 II 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCOL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Lid PLATES GRIP Plate Grip DOL 1.25 TIC0.39 Vert(LL) 0.12 17-20 >587 240 MT20 244/190 Lumber DOL 1.25 'BC 0.37 Vert(CT) -0.1013-14 >999 240 Rep Stress Incr NO WB 0.72 Horz(CT) 0.02 11 n1a n1a Code FBC2017/TPI2014 Matd%-M$ Weight: 134 lb FT=20% BRACING - TOP CHORD Structural mad sheathing directly applied or5-2-10 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 11=1315/Mechanical, 2= 93/0-3-8, 17=1983/0-8-0 Max Hom 2=216(LC 24) Max Uplift 11=-962(LC 5), 2=-477(LC 24), 17=-2121(LC 8) Max Gmv 11=1315(LC 1), 2=226(LC 13), 17=2141(LC 28) FORCES. (Ila) - Max, Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. 'TOP CHORD 2-3=-706/915, 3-4=-544/842, 4-5=-1083/861, 5-6=-1083/861, 6-7— 1907/1405, 7-9= 1907/1405 BOT CHORD 2-17=-798/552, 15-17— 281/158, 14-15— 1360/1825, 13-14= 1360/1825, 12-13=-991/1350, 11-12=-991/1350 WEBS 3-17=424/465, 4-17= 1761/1349, 4-15=-1342/1782, 5-15--399/411, 6-15=-994/661, . 6-14=0/291,7-13=-369/383, 9-13=1552/734,.9-12=-4/31$ 9-11=1717/1260 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psC BCDL=3.Opsf; h=15ft; 0=451p L=25R, Save=4k; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 pat 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. I 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 962 lb uplift at joint 11, 4771b uplift at joint 2 and 2121 lb uplift at joint 17. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 366 Ito up at 7-0-0, 152 Ito down and 189 It, up at 9-0-12, 1521b down and 189.Ib up at 11-0-12, 152 lb down and 189 It, up at 13-0-12. 152 It, down and 189 lb up at 15-0-12, 154 lb down and 189 lb up at 17-0-12, 167 Ito down and 189 lb up at 19-0-12, and 157 lb down and 189 It, up at 21-0-12, and 157 lb down and 189 It, up at 23-0-12 on top chord, and 259 It, down and 421 lb up at 7-0-0, 85 lb down and 32 lb up at 9-0-12, 85 Ib down and 32 It, up at 11-0-12, 85 It, down and 32 Ib up at 13-0-12, 85Ib down and 32 lb up at 15-0-12, 85 lb down and 32 lb up at 17-0-12, 85 lb down and 32 lb up at 19-0-12, and 85 lb down and 32 Ito up at 21-0-12, and 85 lb down and 32 Ito up at 23-0-12 on bottom chord. The desigruselection 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). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Walter P. Finn PE No.22339 Mil USA, Inc. FL Cart 68U 6904 Parke East Blvd. Tampa FL 33610 Date: March 6,2019 Q WARNING -Verity design parameters and READ NOTES ON THISAND INCLUDED M?EKREFERANCEPAGEAVIll rev. I40311015BEFOREUSE �■�- DesignvalidforuseonlywithM7ek®connectors. fnis design based only upon parameters shown and is for an haMtluol bu0ding component, not ago' a rrpss system. Before use, the bullding designer must verity the appllcabllity of design parameters antl properly Incorporate this design Into the overall bui Cary design. anal Indicated is to buckling hdividualtmss web only.. Additional temporary bracing prevent of and/or chord members and permanent M!Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabrlco9on, bracing 6904 Parke East Blvd. storage. deMery, erecflon and of llusses and inner systems. meANSVIPI I Quality creeds, DSB-59 and SCSI Sill Component Safety Informatbmvallable from Truss Rate Institute, 218 N. Lee Street. Suite 312. Mexandrlo. VA 22314, Tampa, FL 33610 Jab Truss Type Ory Ply DITULLIO RESIDENCE I Q57390 TGRD T76446884 75841 HALF HIP GIRDER 1 1 Job Reference (oDtiana0 Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 6 14:35:512019 Page 2 ID:gaa9jKgsbEbomXBgyGH W TBzsri2-Tfii5ChMMk9Ogm9B2fMn9SVomsRlf351DCFZZPzdcbM LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4-10=-54, 11-18= 20 Concentrated Loads (Ib) Vert: 4=-160(B) 8=-110(13) 13=-66(B) 12=-66(B) 9121=-110(B) 23=-11 O(B)24=-11 O(B) 25=-110(B) 26=-110(B) 27=-11 O(B)28=222(B)29— 66(B)30=-66(B) 31=-66(8)32=-66(B) 33=-66(B)34=-66(B) Q WARNMO-Vedfydes/gnp omefemmdREADNOUS ON TN/SANDINCLUDEDMfFEKREFENANCEPAGEM67=T v. 1000420150EFONEUSF Design valid for use only w1m MilhoW connector. This design Is based only upon parameters snows. and 6 for an Individual building component, not �� a kiss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall bulfdlrS; design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is mays requied for stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the fabrication, storage. delivery, erection and bracing of busses and hurt systems. seeANM/INT Quality Cr1nb, 11311.89 antl SCSI Sulding Component 69M Palle Ears Blvd. Safety InfoenaBariovolobie from Two Plate Mature. 218 N. Lee Sheet. Sure 312. Alexandria VA 22314, Tampa, FL 33610 Job Truss Type Ply DITULLIO RESIDENCE/057390 T76448885 75841 �Trusg; GRE ]Qty HIP GIRDER 2 1 Job Reference o Lionel Chambers Truss, Inc., .Fort Pierce, FL 8.220 Is Nov 16 2018 MiTek Industries, Inc. Wed Mar 614:35:52 2019 Special US= s.00 i2 NAILED 2x31I NAILED 17 4 1B Special 4xB = 3x4 = 2x3 II _ _ 3x6 = -- — - 2x3 II Special Special 3-0-0 i6-0-0 9-0.0 12-0.0 3-0-0 3-0-0 3-0-0 3-0-0 3x4 = Scale: 112'=1' Plate Offsets (XV)--[3:0-540-2-01 f5:0-5-40-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.02 9 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 'BC 0.16 Vert(CT) -0.05 9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(CT) 0.01 6 n/a n/a BC,DL - 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.05 9 >999 240 Weight: 54 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=561/0-3-8, 6=561/0-3-8 Max Harz 2=56(LC 24) Max Uplift 2=487(LC 8), 6=-487(LC 6) Max Grav 2=590(LC 29), 6=590(LC 30) FORCES. (I s) - Max ComplMax. Ten. -All forces 250 (Ib) or less except when shown. 'TOP CHORD 2-3=-1087/768, 34=-1269/1021, 4-5=-I269/1021, 5-6=-1087f767 BOT CHORD 2-10=-622/1023, 9-10=-621/1038, 8-9= 647/1014,.6-8=-647/999 WEBS 3-9=-346/334, 4-9=-183/277,5-9=-346/334 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psi bottom chord live load nonconcument 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 thebottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4871b uplift at joint 2 and 487 lb uplift at joint B. 7)'NAILED' indicates 3-10d (0.148'x3') or3-12d (0.148'x3.25') toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 Its down and 1521b up at 3-0-0, and 195 lb down and 1521b up at 9-0-0 on top chord, and 115 lb down and 11 Its up at 3-0-0, and 115 Ib down and 11 Its up at 8-11-4 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 Uniform Loads (pit) Vert: 13=-54, 3-5=-54, 5-7=-54, 11-14=-20 Concentrated Loads (Its) Vert: 3=15(B) 5=-15(B) 10=-12(B) 8=-12(B) 17=-7(B) 18=-7(B) 19=-12(B) 20=-12(B) Waiter P. Finn PE N012839 MiTek USA, Inc. FL Ced 6834 6904 Parke East Blvd. Tampa FL 33810 Date: March 6,2019 Q WARNING -Verity designparemetersand REAONOTES ON 7NLSANOPICLUOEOMREKREFENANCEPAGEMX74M.re.. 1hDS4afS BEFORE USE �■�- Dedgnvolidfor use only wdnMOekSconnectors. This design is based only upon Parameters shown. and Is for on Inc Mdual bullding component, not [+.»�i,� o tQtss system. Before use, the bulldIng designer must verify the applicability of tleslgn parameters and properly Incorporate tors design Into the overall bulldrgg design. Brocing indicated is to prevent bucWing of lndivdualfruss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requlred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regartling Me f2co ion, storage; delivery, erection and bracing of trusses and Muss systems. seeANSIrrell Quality Criteria. DS549 and BCSI Building Component 69M Parke East Blvd. Tampa. FL Safety Intommflonwo fable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria VA 22314. 33610 Job Truss Truss Type Ply DITULLIO RESIDENCE/057390 ]Qty T16446886 75841 J1 JACK -OPEN 20 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.220 a Nov 16 2018 MiTek Industries, Inc. Wed Mar 6 14:35:53 2019 Page 1 B LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/rP12014 30 = Cat. DEFL. in (fee) Vdefl Ud TC 0.40 Ved(LL) 0.00 5 >999 360 BC 0.06 Vert(CT) 0.00 5 >999 240 WB 0.00 Horz(CT) 0.00 4 n/a n/a Matdx-MP Wind(LL) -0.00 5 >999 240 BRACING - Scale =1:6.7 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0. oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing. REACTIONS. (lb/size) 3=-0/Mechanical, 2=157/0-8-0, 4=-12/Mechanical Max Hom 2=86(LC 12) Max Uplift 3=-2(LC 9). 2= 248(LC 12), 4=-12(LC 1) ,Max Grav 3=20(LC 12), 2=157(LC 1), 4=47(LC 12) FORCES. (lb) - Max CompJMax. Ten. -All tomes 250 (lb) or less except when shown. NOTES- '1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B--45ft; L=24ft; eave=oft; Cat. II; Exie C; 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 20.0psf 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 21ti uplift at joint 3, 248lb uplift at joint 2 and 12 lb uplift at joint 4. Walter P. Finn PE No22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 6,2019 Job Truss Truss Type rDty Ply DITULLIO RESIDENCE /057390 T76446887 75841 J3 JACK -OPEN 21 1 Job Reference (optional) Chambers I rues, Inc., hall Fierce, hL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 614:35:53 2019 Page 1 i 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udetl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.00 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.01 4-7 >999 240 LUMBER- ` BRACING - Scale=1:10.9 PLATES GRIP MT20 244/190 Weight: 121b FT=20% TOP CHORD 2x4 SP No.3 TOPCHORD Structural wood sheathing directly applied or 3-0-0oc puffins. BOT CHORD 2x4 Sid No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ils/size) 3=61/Mechanical, 2=197/0-8-0, 4=32/Mechanical Max Horz 2=142(LC 12) Max Uplift 3=-66(LC 12), 2=-222(LC 12), 4=-3(LC 9) Max Grav 3=61(LC 1), 2=197(LC 1), 4=49(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (go) or less except when shown. NOTES. "I) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=248; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone; porch fight 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 psi bottom chord live load nonconcument 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 tal I by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 661b uplift at joint 3, 222 Ib uplift at joint 2 and 3lb uplift at joint 4. - Waiter P. Finn PE No.22839 MRek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Data: March 6,2019 Q WARNING- VenfydealgnParametersand BEAD NOTES ON THIS AND WCLUDEOMIrEKNEFigMNCEPAGEM/N4"mv. 1QVdgo15BEFOHEUSE Drmgn valld for use only with Ni connectors. Phis design Is based only upon parameters shown, and Is for an IncMduol building component, not ��- a ss system. Before use, the bulding designer must verify Me appllcabillly of design parameters and properly Incorporate this design Into the overall bui C lQg design. Brocing Indicated is to prevent buckling of IndNltlual hum web and/or chord members only. Additlonol temporary and permanent bracing MiTek' Isq(woys required for stability and to prevent collapse with possible personal Injury and property damage, For generol guidance regarding the fobrlcatlon, storage, delivery. erection and bracing of trusses and truss systems, seeARSVIPII Qua[ lly Cdtbrlo, D3849.aml SCSI building Component 69M Pans East Blvd. Sabty Infomrabonovailoble from Truss Plots Institute, 218 N. Lee sheet SuBe312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aY Ply=DITULLIOE/057390T16446888 75841 J38 JACK -OPEN 1 l Chambers Tmss, Inc., I-ort tierce, Fl 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 6 14:35:54 2019 Page 1 Scale=1:10.9 2-8-0 6.4.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) 0.00 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.00 6 >999 240 SCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(CT) 0.07 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.00 5-6 >999 240 Weight: 13 lb FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SPM 30 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=-307/Mechanical, 5=-361/Mechanical, 6=958/0-8-0 Max Horz 6=126(LC ,12) - Max Uplift 4=-307(LC 1), 5=-361(LC 1). 6=-1239(LC 12) Max Grav 4=404(LC 12), 5=486(LC 12), 6=958(LC 1) FORCES. (Ib) - Max..Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 3-4=-131/302 'WEBS 3-6=-065/1117 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opst h=15ft; B=451t; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone; cantilever left 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 pelf 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 wheie 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 307 Ito uplift at joint 4, 361 lb uplift at joint 5 and 1239lb uplift at joint 6. Walter P. Finn PE NoIN39 MiTek USA Inc. FL Cott 66U 69U Parke East Blvd. Tampa FL 33816 Date: March 6,2019 Job Truss Truss Type Orly Ply DITULLIO RESIDENCE/057390 T16446889 75841 JS JACK -OPEN 13 1 Job Reference o tional Chambers Truss, Inc., I rlerce, rL a.zeus nov it, zui a mil ex lnausmes, Inc. vveu mar o ir.ao.ao zviv rays 3M LOADING (psQ .SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 TCDL 7.0 Lumber DOL 1.25 BC 0.72 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 BCDL 10.6 Code FBC2017QP12014 Matrix -MP LUMBER- TOPCHORD 2x4 SP No.3 BOTCHORD 2x4SP No.3 REACTIONS. (lb/size) 3=113/Mechanical, 2=264/0-8-0, 4=60/Mechanical Max Horz 2=176(LC 12) Max Uplift 3= 117(LC 12), 2=-217(LC 12), 4=-6(LC 12) - .Max Gmv 3=120(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown DEFL. in (too) Vdefl Ud Vert(L-) -0.02 4-7 >999 360 Vert(CT) -0.06 4-7 >999 240 Horz(CT) -0.00 3 n/a n/a Wind(LL) 0.07 4-7 >855 '240 BRACING - Scale = 1:15.0 PLATES GRIP MT20 2441190 Weight: 18 lb FT=20% TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- ' l) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 6=450; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=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 117Ib uplift at joint 3, 217lb uplift at joint 2 and 6 lb uplift at joint 4. Walter P. Finn PE No22839 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 6,2019 A WARNING -Verily Ee9gnpmametema dREADNOTES ON TNISAND/NCLUDEDMREKREFERANCEPAGEMO74nm¢ 1ND12015BEFORE USE u*�' Design volid for use only with MrTeldt connectors. This all Is based only upon parameters shown and Is for an individual building component, not a tLuss system. Before use, the building deslgner must verify the opplicabeity of design parameters and properly Incorporate this design Into the overall bulltligg Indicated is to buckling Individual truss web chord members only.. Ad rtlonal temporary and permanent bracing ■Fx%Y{7 MiTek' design. Bracing prevent of and/or Isq(woys required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erec0an and bracing of trusses and truss Systems, seefiJi 1t CuaNf' Cdbdo, DSB-69. and BCS7 Buldhty Component 6904 Parke East BNrI. Safety tn/ormatbrgvoiloble from Truss Plate Insfil 218 N. Lee Sheet Suite 312. Alexandria VA 22314. - Tampa, FL 33610 Job Truss Truss Type Cry Ply DITULLIO RES IDENCE / Q57390 T1644fi890 75841 J5B JACK -OPEN 1 1 Job Reference (optional) unamDers I was, Inc., rpm roost, M 822USNOV162018MileKlndWtnes,Inc. Wed'Mar 614:35:552019 Pagel ID:gaa9jKgsbEbom%BgyGHWTBm i2-LC7Cnk[PygpJNSyHVR)JIRmUmjbOZH7gDAiAzdcbl 2x3 11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.01 5-6 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0A7 Vert(CT) 0.01 5-6 >999 240 BCLL 0.0 - Rep Stress Incr YES WB 0.18 Horz(CT) 0.11 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.03 5-6 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=-11/Mechanical, 5=-53/Mechanical, 6=501/0-8-0 Max Horz 6=176(LC 12) Max Uplift 4=-30(LC 9). 5— 53(LC 1). 6=-559(LC 12) Max Gmv 4=29(LC 8), 5=99(LC 12), 6=501(LC 1) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD 2-3=-253/97 'BOTCHORD 2-6=-107/266 WEBS 3-6=-290/596 Scale = 1:15.0 PLATES GRIP MT20 2441190 Weight: 19111 FT-=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10;.Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone; cantilever 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 psi 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 30 lb uplift at joint 4, 53111 uplift at joint 5 and 559 Ib uplift at joint 6. Walter P. Finn PE No.22839 MiTek USA Inc. FL Cad 6634 6804 Parke East Blvd. Tampa FL 33810 Data: March 6,2019 ,&WARNING-VeNty design paremaren end READ NOTES ON MIS AND MCLUOEDMREKREFERANCEPAGEM674n..TNo OISBEFORE USE Desgn volld for use onlyvAh M6edisconnectors. This desgn Is based only upon parameters shown, and Is for an IndNidual 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 7 bulldi9g desgn. Bracing indicated is to prevent buckling of individual buss web and/or chord members only.,Addlflonal temporary and permanent bracing MiTek' Is always regulred 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 Inui systems, seeANSVrPII Cualpy Criteria, DSB49 and BCSI Balding Component 6904 Parke East Blvd. Safety Womlationavolable from Truss Plate Institute, 218 N. We Steel, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply DITULLIO RESIDENCE/Q57390 T16446891 75841 J7 JACK -OPEN 39 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 6 14:35:56 2019 Page 1 ID:gaagjKgsbEbomXBgyGHWTBmH2-gdZbewlVAGogwX1 BrCyysVCdKl7BKVaFIMUzkFdzdcbH 4-4-0 7-0-0 1-40 - 700 Scale = 1:20.0 3x4 = Plate Offsets (X Y)-- f2:0-1-6 Edgel LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.08 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.18 4-7 >468 240 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 ril n/a BCeDL 10.0 Code FBC2017/TP12014 Matil Wind(LL) 0.17 4-7 >503 240- Weight: 241111 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=164/Mechanical, 2=336/0-8-0, 4=86/Mlechanical Max Hors 2=226(LC 12) Max Uplift 3=-173(LC 12), 2=-248(LC 12), 4=-12(LC 12) Max Grav 3=173(LC 17), 2=336(LC 1), 4=125(LC 3) 'FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; E1id C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-4-0 to 1-e-0, Intedor(1) 1-8-0 to 6-114 zone; porch 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 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 173 lb uplift at joint 3, 248 lb uplift at joint 2 and 12 Ib uplift at joint 4. Waller P. Finn PE No.22839 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33810 Dale: March 6,2019 Q WARNING -Verity detlgn perzmeters and READ NOTES ON THIS AND INCLUDED MREK FEFENANCE PAGE M6)479ree 101232015 BEFORE USE Design valid for use only with MRekarconnectors. This design is cosetl only upon parameters shown, and is for an Individual building component, hot ��ee IM a quss system. Before use, the bulitling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall � bulldipgdesign. Bracing Indicated Is to prevent buckling of Individual buss web and/or chord members only.. Additional temporary andpermonentbracing WOW is(Iways required for stability and to prevent collapse with possible personal injury and propertydamage, For general guidance regarding the ss fabrication: storage, delivery, erection antl bracing of hues and truss systems, seeANMTIPII Quality Creedal, DS849 and BCSI Building Component 6904 Parke East Blvd. Sa1NY Informationovoiloble from Truss Plate Institute. 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type rDry Ply DITULLIO RESIDENCE/057390 ` T76446892 75841 JU Jack -Open 2 1 Job Reference o tional cnamoers I ruts, Inc., ran rierce, rL 8.22U S NOV 18 ZU18 MI I eK Industries, Inc. Wed Mar 614:35:57 2019 Page 1 I D:gaa9jKgsbEbomXBgyGH W TBmd2-IpGzMF17xawXYhcLPvTBOjkrpHSh3ygabeiHn3zdcbG 4-4-0 1-0-0 1-4-0 - I - - 1-0-0 l Scale = 1:6.7 3 5.00 12 2 0 0 0 1 q 4x4 = / PROVIDE BEARING CONNECTIONSTO RESIST HORIZONTAL REACTION(S) SHOWN.. IT ADEQUATE SUPPORT REQUIRED. =o-o 1-a-o LOADING (psf) ,SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.00 7 ntr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.00 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/rP12014 'Matrix -MP Weight: 5 lb Fr'=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2z4SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (IWsize) 3=-O/Mechanical, 4=145/Mechanical Max Holz 3=-483(LC 12), 4=560(LC 12) Max Uplift 4=-158(LC 12) Max Gram 4=145(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TCP CHORD 2-3=-731/322 BOT CHORD 2-4=-349/918 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.,GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcument with anyother 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 girdet(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15B III uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 6,2019 Q WARNING - VeilrydmuSnpm/netermand REAO NOTES ON TNISANOWCLUOEOMITEKRUEFANCEPAGEMIF74TJrev. 1ND32015BEFOHEUSE Design valid for use only with M6eM connectors. This design Is bused only upon parameters shown, and a for on Individual building component, not a Uum system. Before use, Me building designer must verify the oppllcobll8y of design parameters and properly Incorporate this design Into Me overall bulldiggdesign. 6rachg lnclooted Is to prevent buckling of Indvidual truss web and/or chord members only. Addin'onal temporary and permanent bracing Is always required for stobilily and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and broGng of trusses and hum systems. eseANSViPII Quality Cmedo. DSB49. and SCSI Building Component Safety hlmmaBorwallable from Truss Plate immure, 218 N. Lee Sheet, Suite 312, Alexandro, VA 22314. MiTek' 6904 Parts East Blvd. Tampa. FL 33610 Job Truss Thus Type Qry Ply DITULLIO RESIDENCE/05739D :7:::] T76446893 75841 NJ4 DIAGONAL HIP GIRDER 4 7 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 6 14:35:57 2019 3x4 = Scale=1:11.5 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) -0.04 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.04 4-7 >999 180 BCLL -0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 16lb FT=20% TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. •(lb/size) 3=61/Mechanical, 2=203/04-9, 4=26/Mechanical Max Horz 2=141(LC 8) Max Uplift 3=-53(LC 8), 2=-227(LC 8) .Max Gmv 3=79(LC 28), 2=241(LC 28), 4=80(LC 23) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or4-2-3:do purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60. plate. grip DOL=1.60 2) This truss has been designed fora 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-" 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 53 to uplift at joint 3 and 2271b uplift at joint 2. - 6) "NAILED" indicates 3-1 Od (0.148°x3°) or 2-12d (0.148°x3.25°) toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 54, 4-5=-20 - Concentrated Loads (lb) Vert: 8=117(F=59, B=59) Walter P. Finn PE No.22639 - MiTek USA, Inc. FL Cetl 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 6,2019 Job Truss Tuns Type City Ply DITULLIO RESIDENCE /057390 Tifi446894 75841 KJ9 Diagonal Hip Girder 4 1 Job Reference o tional GnannDers I russ, Inc., ron Farce, 1'L 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 6 14:35:58 2019 Scale =1:22.1 3x4 = 1. II 5 NAILED NAILED NAILED 3x4 = 5-2-9 4-7-8 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (Ion) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip COIL 1.25 TC 0.23 Vert(LL) -0.05 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 6-7 >999 240 BCLL 0.0 Rep Stress [nor NO WB 0.37 Horz(CT) 0.01 5 r✓a Na BCDL 10.0 Code FBC2017/TPI2014 Mehl Weight: 411b FT=20% ,LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=129/Mechanical, 2=417/0-10-15, 5=3101Mechanical Max Horz 2=226(LC 8) Max Uplift 4=-140(LC 8), 2=-310(LC 8), 5=-169(LC 8) Max Grav 4=129(LC 1), 2=481(LC 28), 5=334(LC 28) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-893/398 '.BOT CHORD 2-7=-479/814, 6-7=-479/814 WEBS 3-7=-5/283, 3-6=-866/509 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (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 mechanical connection (by others) of truss to bearing plate capable of withstanding 140 Ib uplift at joint 4, 310 lb uplift at joint 2 and 169 It, uplift at joint 5. 6)'NAILED° indicates 3-1 Od (0.14B"x3') or 2-12d (0.148'x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-54, 5-8=-20 Concentrated. Loads (Ib) Vert: 11=117(F=59, B=59) 12= O(F= 0; B=-0) 13=-74(F=37, 8=-37) 15=-12(F=-6, B=-6) 16=-63(F=-32, B= 32) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 6,2019 Q WARNING -Verifydesignparameteraend READ NOTES ON TRISAND INCLUDED MNEKREFERANCEPAGEMII4473rev.. 144131a015BEFOREUSE. Design valid for use only with MRekO 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 vasty the opplaobllily of design parameters and propery Incorporate this design Into the overall builtling design,. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members orty. Additional temporary and permanent bracing M!Tek' Is dwovs required for stability and to prevent colOpse with possible personal Injury and property damage. For general guidance regarding the fabrlcanon storage, delivery, erection and bracing of trusses and hum systems seeANSVIP0 Quality Cmoda, 0511419 and BC51 Building Component Safety Informatbmvallable from muss plate Insfitute. 218 N. Lee Sheet Suite312 Alexandria, 22314. 6904 Parke East Blvd. Tampa, FL 33610 VA _ Job Truss Type 0ty Ply DITULLIO RESIDENCE 1057390 TKJ9sA T76496895 75841 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 6 14:35:59 2019 Scale=1:21.4 3x4 = NAILED NAILED ... NAILED 5 3.6 = 5-2.9 3-10-11 0.844 LOADING (pal) SPACING- 2-0-0 CST. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Ved(LL) -0.05 7-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Ved(CT) -0.06 7-10 >999 180 BCLL 0.0 Rep Stress Incr NO W B 0.34 Horz(CT) 0.01 5 rJa n/a BCDL 10.0 Code FBC2017ITPI2014 Matrl Weight: 41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except (jt=length) 2=0-11-5, 6=0-11-5. , (lb) - Max Horz 2=226(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) except 4=-139(LC 8), 2=-301(LC 8), 5=-499(LC 3), 6= 365(LC 8) Max Grav All reactions 250lb or less at joint(s) 4, 5 except 2=463(LC 28), 6=827(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8121363 BOTCHORD 2-7=-441/737, 6-7=-441/737 WEBS 3-6=-7841470 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch 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 nonconcurent 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 139 It, uplift at joint 4, 301 lb uplift at joint 2, 499 lb uplift at joint 5 and 3651b uplift at joint 6. 6) 'NAILED* indicates 3-1Od (0.148"4') or 2-12d (0. 1 48'x3.25') toe -nails per NDS guldllnes. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=117(F=59, B=59) 12=-O(F=-0, B= O) 13=-74(F=-37, B=37) 15=-12(F=-6, B=-6) 16=-63(F= 32, B=-32) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 6,2019 O WARNING- Verlryded9hparemetersand READ NOTES ON WISANDMCLUDEDMREKREFERMCEPAGEMIF74TJree ta'ai20159EFO8E USE Design yard for use only with MRek® connectors. lNs design Is based only upon parameters shown. and Is for on Individual building component, not a Irma system. Before use, the building designer must verify the appllcablllty of design parameters and properly Incorporate this design Into the overall builologdeslgn. Bracing lndlwted B to prevent buckling oflndiAduol tnssweb and/or chord members only.. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gudonce regarding the fabrication, storage. delivery, erection and bracing of trusses and new systems weANSU1Pt1 GualM Crated, DSO-59 and BCSI Buitlhp Component 6904 Parke East Blvd. Sably dlormaeonwoiloblehem Tmss Plate InstlNte, 218 N. Lee Sheet, Suite 312 Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply DITULLIO RESIDENCE/Q57390 T76446896 75841 KJ9B DIAGONAL HIP GIRDER 1 1 \ Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries. Inc. Wed Mar 6 14:36:00 2019 rvra�cu 3.6 II nni1Lca rvn11ca 2.9-38.4-11 9.10-1 2.9-3 -5.10 3-1-14 3.5-6 i Scala =1:22.1 Plate Offsets (X Y)— 12:0-1-0Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (toe) Well L/d PLATES GRIP TCLL 20.0 Plate. Grip DOL 1.25 TC 0.34 Veil(LL) -0.04 B-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Veil(CT) 0.03 8-9 >999 240 BCLL 0.0 - Rep Stress Incr NO WB 0.34 HOnz(CT) 0.01 5 r✓a n/a BGDL 10.0 Code FBC2017/FP12014 Malri%-M$ Weight: 46 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=87/Mechanical, 6=-73/Mechanical, 9=77510-11-5 Max Hom 9=226(LC 24) Max Uplift 5=-92(LC 8), 6=-189(LC 17), 9=-1144(LC 8) 'Max Gray 5=87(LC 1), 6=414(LC 24), 9=1370(LC 28) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1327/1149; 3-4=-966/491 BOT CHORD 2-9=-1066/1339, 8-9=-1066/1114, 7-81 lf729 WEBS 3-9=-954/869, 3-8— 1058/910, 4-8=-346/404,4-7=-854/482 BRACING - TOP CHORD Structural wood sheathing direc8yapplied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; B=45ft; L=241t; eavei Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantileverleft exposed; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 3) • This truss has been designed for a live load of 201 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 921b uplift at joint 5, 1891b uplift at joint 6 and 1144 lb uplift at joint 9. 6)'NAILED' Indicates 3-1 Oct (0.148'x3') or2-12d (0.148'x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Veil: 1-5=-54, 6-101 Concentrated Loads (lb) Vert: 13=128(F=128, B=-0) 14=-9(F=28, B=37) 15=-234(F=-117, B=-117) 16=150(F=156, B=-6) 17=1(F=33, B=.32) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 6,2019 Q WARNWG-Ved/yde.UgnPrametemend NEADNOTES ON WSANDINCLUUEDMUEKREPERANCEPAGEMX7=mx faa32015eEFORE USE �■�- Design valid for WeonlywimMnel,connectors. Mis deslBn is based any upon parameters shown, and is for an lndMduol building component. not �•�p l 04russ system. Before use, the building designer must verity Me applicability of design parameters and properly Incorporate iris design Into the overall bullring tlesign. Bracing Indicated is to budding of Individual trussweb and/or chord members only.. Additional temporary and permanent bracing M!Tek' prevent c elways required for stob0ity and to prevent cmlopse with post personal injury and property damage. For general guidance regarding ire fabrication, storage. delivery, erection and bracing of tosses and truss systems, seeMSV1F11 Quarry Create, DS11419 and SCSI Building Component 6904 Palle East Bind. Safety Infoenalbrnvoaable from Truss Plate lmftto, 218 N. Lae Street Suite 31Z Alexandria. VA 22314. Tampa, FL 33610 Job Truss Type CRY Ply DITULLIO RESIDENCE/C57390 T1644fi897 75841 Ts MONOPITCH 5 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 6 14:36:01 2019 Page 1 ID:gaagjKgsbEbomxBgyGH W TBzsd2-AaMUBdpe7o0z11w6eIY7ZZvW 1 ulr4jtAW mgVwgzdcbC -fi-12 13.1.E 6-fi6 2 F 6.6.12 4x! 3x4 = 3x4 II 3 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 VbI(LL) -0.03 4.5 >999 360 TCDL 7.0 Lumber DOL 1.25 RC 0.23 Vert(CT) -0.07 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES INS 0.19 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 -Matrix-MS Wind(LL) 0.01 5 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 6=475/0-7-4, 4=475/Mechanical Max Horz 6=450(LC 12) Max Uplift 6=-152(LC 12), 4=-440(LC 12) Max Grav 6=475(LC 1), 4=515(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOPCHORD 1-2=-441/141,3-4=-145/253,1-6=-419/27B BOT CHORD 5-6=-502/301, 4-5=-433/420 WEBS 2-4=-531/546, 1-5=-27/343 Scale = 1:46.4 PLATES GRIP MT20 2441190 Weight: 84 lb FT-=20% Structural wood sheathing directly applied or 6-0-0 act puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 3-4,24 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=15g; B=45ft; L=24ft; eave=41t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-11-12 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 beadng plate capable of withstanding 152 lb uplift at joint 6 and 440 Ib uplift at joint 4. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cad 66M 6904 Padre East Blvd. Tampa FL 33610 Date: March 6,2019 QWARNING- VadIydeslgnPvemefersoed READNDTES ON THIS AND INCLUDEDMIFEKREFERANCEPAGEM67473 rev. la'e.YIe156EFORE USE Design valid for use any witn M6eM connectors. fill design Is based only upon parameters shown. and Is for an Individual bustling component, not ��• ob sssystem. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into me overall building tleslgn Bracing Indicated is to prevent bucIding of lndtvatiol truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Iselways required for stability and to prevent collapse with possible personal injury and property damage. For general guldonce regarding the fabrication. storage, deWery, erection and bracing of trusses and huss systems seeriNsirrisf CuoW CrRMo, 05349.and SCSI Bultlhp Component 218 N. Street. Sub 312. VA 22314. 6904 Parke East BNd. Tampa, FL 33610 Safety Informationavallobie horn Truss Plate Institute. Lee Nexandra Job Truss Truss Type Oty Ply DITULLIO RESIDENCE/057390 T16446898 75841 V2 Valley 2 1 Job Reference (Optional) Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 6 14:36:03 2019 Page 1 ID:gaa9jKgsbEbom%BgyGH W TBmd2-6zUEcJquROghGc3MAabe_xDicETfJTz39bJzdcbA 2 Scale = 1:7.5 , 3x4 3 f- LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (lac) Well Ud PLATES GRIP TCLL 20.0 Plate. Grip DOL 1.25 TC 0.11 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - Tire '999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a r1a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 6lb FT=20% LUMBER- 'BRACING- TOPCHORD 2x4SP'No.3 TOP CHORD Structural wood sheathing directly applied or 2-3-9. oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=58/2-3-9, 2=42/2-3-9, 3=16/2-3-9 Max Horz 1=40(LC 12) Max Uplift 1=-28(LC 12), 2=-49(LC 12) t Max Gmv 1=58(LC 1), 2=45(LC 17), 3=31(LC 3) FORCES. (lb) - Max. Comp./Maz Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=.170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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 pat bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed fora 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) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Data: March 6,2019 A WARNING - Verirydesign parame erm and REAR NOTES ON TNISANB INCLUDED MREV REFERANCEPAGEMIF)9Aree 1aN3Ra15 BEFGREUSE *■- Design void for use only with MRekOconnectors. This design is based only upon parameters shown, and is for an lndlviduol building component. not otruss system. Before use, the building designer must verify me oporcobllity, of design parameters and properly Incorporate this design Into the overall buildingdesign.Bracing Indicated istoprevent bucking ofIndividual truss web and/or chord members only.Additional temporary end permanent bracing i.Ygp` MiTek' isalways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delNery, erection and bracing of trusses and truss system& meA IDMII Cuaft CMeda, DSB49. and BC81 Building Componmf 6904 Parke East BNd. eafoh lnformatla ovoiloble from Truss Plate Institute, 218 N. Lee Sheet Suite 312. Alexandria, VA 22314, Tampa, FL 33610 Job Truss Type Oly Ply' DITULLIO RESIDENCE/Q57390 T16446899 75841 FV2AS Valley 1 1 Job Reference (optional) unam0er5 I mss, Inc., ron rierce, M a.zevs rvovmm,o nn, en umwmca, �,vici o 3x6 = 2 Scale = 1:6.9 3x4 p 3x4 Q 2 6.0 2-6.0 Plate Offsets (X Y)-- i2:0-3-0 Ednel LOADING (pst) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - rda 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) rVa - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc pudins. BQT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=57/2-6-0, 3=57/2-6-0 Max Hoa 1=-24(LC 10) Max Uplift 1=35(LC 12). 3=-35(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS 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 anyother live loads. 5) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Wafter P. Finn PE No.22839 MiTek USA Inc. FL Cad 6634 6304 Padre East Blvd, Tampa FL 33610 Data: March 6,2019 Jab Thus Truss Type Oly Ply DITULLIO RESIDENCE/057390 T16446900 75841 V4 Valley 1 1 Job Reference o tional Chambers Truss, Inc., "n Pierce, FL B.22U a NOV l a zui u MI I eK Industries. Inc. Wed Mar a 14:3b:Ub 2U15 Papa 1 5.00 12 2 3x6 = 3 B 3x4 3x4 LOADING (pst) SPACING- 2-0-0 CSI. OEFL. in (too) Udell Ud TCLL '20.0 Plate Grip DOL 1.25 TC 0.12 Ven(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC0.13 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Scale =1:7.5 PLATES GRIP MT20 244/190 Weight: 101b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied at 4-M oc puffins. BPT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=94/4-0-0, 3=94/4-0-0 Max Horz 1=19(1-C 11) Max Uplift 1=-59(LC 12), 3=-59(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=45ff; L=2411; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shaven; 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10011b uplift at joints) 1, 3. Walter P. Finn PE No2U39 61iTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 6,2019 Q WARNING- Verify design psramefen and READ NOTES ON MIS AND INCLUDED AilK REFERANCE PAGE M47473 rev. 1003101S BEFORE USE Design valid for use only with MBekOconnectors. This design is based only upon parameters shown and e for on Individual building component not a -hum system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into Me overall bull0ingdedgn. Bracing Indicated Is to buckling of Individualhuaw band/or chard members only.Additional temporary and permanent bracing ��Y�• WOW prevent Ism1ways required for stability antl to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of truces antl huss systems. seeANSUIPII CuaOh 6dbM, DS549. and SCSI IWIding Component 69N Parke East Blvd. Safety Inlormalbrpvollable ham Truss Plate Ins111We. 218 N. Lee Sheet. Suite 312, ARocnddo. VA 22314. Tampa, FL 33610 Job Truss Truss Type Ott, Ply DITULUO RESIDENCE/057390 T76446901 75841 V8_ Valley 1 1 Job Reference (optional) unamuers iues, mc., ron Hems, IL 0 .4 4o ...... ,oeo ID:gaa9lKgsbEbomXBgyGHWTBnH2-XY9NEKsnpL2F73o3R171GmLOvbmg7)vf1 OGbt zdcb7 Scale=1:14.6 bx4 = 4 3x4 4 2K3 11 3x4 C 8.0-0 LOADING (psi) SPACING- 2-0-0 CS]. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate.Grip DOL 1.25 TC 0.50 Vert(L-) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Mahl Weight: 24 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=118/8-0-0, 3=118/8-0-0, 4=248/8-0-0 Max Horz 1=49(LC 11) Max Uplift 1=-90(LC 12), 3=-90(LC 12), 4=122(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown. WEBS 2-4=-166/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord beating. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 3 except Qt=lb) 4=122. Walter P. Finn PE No22839 MiTek USA, Inc. FL Ced 6634 6994 Parke East Blvd. Tampa FL 33810 Date: March 6,2019 Job Truss Truss Type 0ty Ply DITULLIO RESIDENCE 1057390 T1644fi902 75841 V12 Valley 1 1 Job Reference (optional) Unamoers IrUee, Inc., von Farce, vL 8.220 a Nov 16 2018 MITek Industries, Inc. Wed Mar 6 14:36:02 2019 Page 1 ID:gaa9jKgsbEbomXBgyGHWTBns 2-emmPzpGm6Yg1SVICT3M5mSdP192kBMJk002SGzdcbB 4x5 = 2 Scale = 1:18.9 . 4 3x4 i 2x3 11 3x4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) Ndefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Veri(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Ven(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=170/12-M,3=170/12-0-0,4=439/12-M Max Horz 1=-79(LC 10) Max Uplift 1=-121(LC 12), 3=-121(LC 12), 4=-245(LC 12) Max Grav 1=175(LC 21), 3=175(LC 22), 4=439(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-288/369 PLATES GRIP MT20 244/190 Weight: 38 to FT=20% Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 no bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf;. BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-8-12 to 3-8-12, Interior(l) 3-8-12 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 1, 121 Ito uplift at joint 3 and 245 lb uplift at joint 4. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 6,2019 Job Truss Truss Type Oty, Ply DITULLIO RESIDENCE/057390 T16446903 75841 V16 Valley 1 1 Job Reference (optional) chambers rmss, Inc., ron Pierce, rL 8.220 s Nov 162018 MiTek Industries, Inc. Wed Mar 6 14:36:03 2019 Page 1 ID:gaagjKgsbEbomXBgyGH W TBw62-6zUE W quXOghGc3VlAabe_g4ib_TeNTz39b jzdcbA 8.0.0 16.0.0 B-0.0 8-0-0 5.00 12 2x3 II 2 9 i 3x4 4 B zx3 4x4 = 3 7 6 2x3, II 2x3 II 2x3 II 4 M 12 3x4 Q Scale=1:25.3 P LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) Na - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Ved(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Hom(CT) 0.00 5 Na Na BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 571b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4'SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4'SP No.3 REACTIONS. All bearings 16-M. (lb) - Max Hoa 1=-108(LC 10) Max Uplift All uplift 100 lb or less at joints) 1, 5, 7 except 6=-324(LC 12), 8=-324(LC 12) Max Grav All reactions 250 Ito or less at joint(s) 1, 5,7 except 6=442(LC 18), 8=442(LC 17) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-6=-304/418, 2-8=-304/418 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 8-0-0, Exterior(2) 8-0-0 to 11-0-0, Interior(1j 11-0-0 to 15-34 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 nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 5, 7 except (jt=lb) 6=324, 6=324. Walter P. Finn PE No.22839 MiTek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 6,2019 O WARNING -VeNry Ces/gnperemetersend READ NOTES ON TNISANO INCLUDED M?EKREFERANCEPAGE 111LL1473.v. 1dAY1Gi5BEFOREUSE valid for use only with Mirek� connectors. This design Is based only upon parameters shown. and Is for on Individual building component, not ahuss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into Me overall bulldingdeslgn Bracing Indicated is to prevent buckling of individual trussweb and/or chard members only.Additional temporary and permaneMbracing isolways 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 II and hum systems. seeANSVIPII Guefl Offend, OSB49 and SCSI Building Component InloengNonovoaoble from Truss Plate Ins11Me, 218 N. We Sheet Suite 31Z Nexondda. VA 22 1d. Not MOW 69N Parke East Blvd.Sobty Tampa, FL 33610 r w l Job Truss Truss Type - Oty Ply DITULLIO RESIDENCE/Q57390 T76446904 75841 V20 Valley 1 1 Jab Reference (optional) Chambers Truss, Inc., Fort Fierce, FL 4x5 = 3 6.eeUsrvovloeVmmuexmuusmes,mc. vveumar o sbEbomxBgyGHW TBnd2-b92cgfrW IjoYumehJu5gABX. 20-0-0 Scale=1:31.6 5.00 12 20 II 11 2 '3x4 G 9 8 7 6 - 3x4 C 2x3 II 3x6 = 2x3 11 2x3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wet Ud PLATES GRIP TCLL 20.0 Plate Grp DOL. 1.25 TC 0.56 Vert(LL) n/a - rJa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n1a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 .Code FBC2017/TP12014 Matnx-S Weight: 71 lb FT=20% ' LUMBER- BRACING- / TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0. (lb) - .Max Horz 1=138(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-328(LC 12), 9=-327(LC 12) Max Gmv All reactions 250 lb or less at joint(s) 1, 5,7 except 6=443(LC 18), 9=443(LC 17) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=-321/400, 2-9=-320/400 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-8-12 to 3-8-12, Intedor(1) 3-8-12 to 9-11-.14, Exterior(2) 9-11-14 to 12-11-14, Interior(1) 12-11-14 to 19-3-4 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 nonconcument 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 3-6-01all by 2-0-0 wide 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) 1, 5, 7 except (jt=lb) 6=328, 9=327. l Walter P. Finn PE No.22839 ` MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 6,2019 v Symbols PLATE LOCATION AND ORIENTATION 3 ' Center plate on joint unless Y. y /4 offsets are indicated, Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/ r 0-a, For 4 x 2 orientation, locate plates 0-1/0 from outside Numbering System 6-4-8-8 dimensions shown In ft-in-sixteenths I I (Drawings not to scale) 1 TOP CHORDS 3 c1-2 c2a 0 WEBS Grq 4 c ,2 p 1 O U �y 3 = y O d U OF 0- cra �r cst R ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing,'Is always required. See BCs. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor bracing should be considered. 3.. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. BOTTOM CHORDS 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 NUMBEREDAETTERED 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 ANSIM 1. connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSIfFPI 1. ' Plate location details available in MiTek 20/20 Software or upon request. NUMBERSAETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted, this design Is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension Is the plate 4 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 10. Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice is to x 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, sae, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that 7 Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 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 ft. 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. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTekO All Rights Reserved 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown Is for crushing only. ��e 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPII: National Design Specification for Metal 19. Review all portions of this design (front back, words Plate Connected Wood Truss Construction. - and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for, Bracing, ® BCSI: Building Component Safety Information, M 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ITQV ANSI/rPl 1 Quality Criteria. 1. Installing & Bracing of Metal Plate ' Connected Wood Trusses. MITek Engineering Reference SKeet: MII;7473 rev. 10/03/2015