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TRUSS
Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. FILE COPY RE: J37355-J37355A - MARSH LANDINGS FIRE JOB MiTek USA, Inc. Site Information - -- 6904 Parke -East Blvd. Customer Info: Telese Builders Project Name: Marsh Landing Model: Fire Job Tampa, FL33610-4115 SCANNED Lot/Block: Subdivision: BY Address: 7311 Marsh Landing Terrace City: Port Saint Lucie State: FL St. Lucie County 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: FBC2017/7PI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 [All HeighU Wind Speed: 160 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 11 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. INo. Seal# I Truss Name Date 1 T16335348 1 A01 2/22/19 I2 IT163353491A02 12/22/19 1 I3 IT163353501A03 12/22/19 1 I4 IT163353511A04 12/22/19 1 I5 I7163353521A05 12/22/19 I6 IT163353531B01 12/22/19 I7 T1 6335354 1 B02 12/22/19 1 I8 IT16335355803 12/22/19 1 9 I T163353561 MV2 12/22/19 1 110 I T163353571 MV4 12/22/19 1 Ill I T1 6335358 1 MV6 12/22/19 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. '' SF 92� �•�� Truss Design Engineer's Name: Albani, Thomas `.`���: 39380 My license renewal date for the state of Florida is February 28, 2021. - these truss component designs is a certification IMPORTANT NOTE The seal the that the engineer named is licensed in the jurisdiction(s) identified and that the =o: S1 STATE OF �/ Z � designs comply with ANSI/TPI 1. These designs are based upon parameters —dimensions, i�.(a'• �` -- ����(�`• 4 shown (e:g-loads, supports, shapes and [Design codes), Mich were • O R SS/ •' •"' • • •�� given to MiTek. Any project specific information included is for MiTek's customers �i ��� i����40 N A� 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 Thomas A. Marl PE No.39360 should verify applicability of design parameters and properly incorporate these designs MITek USA, Ina FL Cart 6634 into the overall building design per ANSI[TPI 1, Chapter 2. 6904 Parke East Blvd. Tampa R 33610 Date: February 22,2019 Albani, Thomas 1 of 1 Job, ' Truss Truss Type Oty Ply MARSH LANDINGS FIRE JOB T76335348 J37355,137355A A01 HIP 1 t Job Reference (oolbnall East Coast Thus, FL Pierce, FL 34946 4x10 6.00 12- 5xa 6x6 = 8.240 s Dec 6 2018 MTek Indusnies. Inc Fd Feb 22 am 12 4x10 t516244 4170I 2T 2471= i 363-244 41-0 I V12 Scale =1:74.7 Plate Offsets (X,Y)— (2:0-0-14,Edge], [6:0-54 0-2-12] [11:0-0-14 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) edell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Ved(LL) -GAO 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Ved(CT) -0.8516-17 >565 180 M18SHS 2441190 BCLL 10.0 Rep Stress Ina YES WB 0.57 HOR(CT) 0.63 11 n/a n(a BCDL 10.0 Code FBC2017/TPI2014 Man& -AS Weight: 2551b FT=0% LUMBER - TOP CHORD 2x6 SP NO2'E;KMW 1-4,9.12: 2x6 SP SS BOT CHORD 2x4 SP 270OF 2.2E -Except- 1417: 2x4 SP No.1 WEBS ZM SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP N0.3 REACTIONS. (lb/size) 2=1947/OSO, 11=19471"-O Max Hom 2=246(LC 7) Max Uplift 2=205(LC 8), 11=205(LC 8) Max Gm 2=2108(LC 13), 11=2108(LC 14) FORCES. Qb) - Max`ComplMax Ten. -All forces 250 (Ib) or less except when shown BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-16, 8-15 with 2x4 SP 140.3 with 2 - I Od (0.131ir3) nails and cross brace spacing of 2D-0-0 oc. TOP CHORD 2-3=6167/282, 3-5=558=61, 5-6=-3663/249, 6-7=3193/245, 7-8=3610/249, 8-10=5394/261, 10-11=-6008/282 BOT CHORD 2-18=115/5683, 17-18=118/5712, 16-17=0/5038, 15-16=013347, 14-15=014734, 13-14=118/5378, 11-13=115/5350 WEBS 3-17=4081127, 5-17=0/1622, 5-16=21331139, 6-16=2411418, 7-15=2411329, 8-15=2038/140,8-14=0/1538, 10-14=-1391127 NOTFS- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=9.0pst BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=8ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponc ing. 4) All plates are MT20 plates unless othermse indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcerrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 8) Bearing atjoint(s) 2, 11 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoird(s) except G"b) 2=205,11=205. 10) This truss design requires that a minimum of 7/16'structuml woad sheathing be applied directly to the top chord and 1/2' gypsum sheetinc chb&-a—ppli6d-crjrec0y to }heh�ottom cho3. 11) Wanting: Additional permanent and stability bracing for truss system (not pad of this component design) is always required February 22,2019 ®WARNING-Vedy desl¢I pamnetersmMREAO NOIESONINIS.INOINCWDE069rE1(RBbtENCE RAGENN-fo]rer. lao-olsaFFOREeSE Design �id rouse"m1tb MM Mcmmetlom. Min design isbased onlyupen p nunnem Oman. ant is mran vMmdual bum, component, Trot ��- atvnsyN Be muw,Ne butlding desgnermuaverfyueaMkabQyddeorn paramHers and pmpedfhxorpomleads design Into the ovmag ��-tttYYY budd'ngdesign. AddManditpomryandpemmnentbraring MOW MbOcafon, vt rag%detabiy, aMro Pnd bmdMpsbud andbuss syn=. am PwPedy damage. Fafty 9u DSn am0gtne ra Adyind,etomge, O ilablem Tmnd einm e.21 a.d 8SyGem 31 ANSNRIf Ouanfy Craerfa.O4adpendBO518ulrein80omponenf T.'.dm FaGBNd. $ererylnformatlon available (rum Truss Bale InGiMe, 21a N. Lee Sbeal. Stite 312,Akxe�Mria, VA22314. Tempe R 3a610 Jo Truss Tress Type Dry MARSH LANDINGS FIRE JOB T76335349 J37355-J37355A HIP 1 [ly 1 Jab Reference (optional) easy coast I mss, r1. ne . rL 4aaco a.z4u s uec D mtD mu ex m0usmes, ma rn reD [[ ue:wal 4u1a f-+�=1fi8NLFl 6fi= 8.00 12 4x4 = 6x6 - 6 7 8 4x11 i 4x8 1 5 B 4x8 i 4x8 4x4 4 4 10 4.4 Q �5 J. 3 11 18 17 16 15 O 2 5x 1018SHS = 3xB=SAM1BSHS = �d4 w�vyyaa to axe - 14 12, 3 [d d1 14 II 2x4 II d 3.00 12 4x1D 4x10 8s122 162A 1% 2458 % I a2 1 B-1141 2400-0 1 Plate Offsets (X Y) - r2:G D-14,Edae] r12:0-0-14 Edael LOADING (psi) SPACING- 2-0-0 CSI. DEFL in Qoc) Men Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.48 16-17 -994 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -1.0416-17 >463 180 M18SHS 2441190 BCLL 10.0 ' Rep Stress Ina YES WS 0.70 HOR(CT) 0.64 12 n1a rda BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weigh: 255 lb FT=0% LUMBER - TOP CHORD 2x6 SP No.2'ExcePt' 10-13,14: 2x6 SP SS BOT CHORD 2x4 SP 270OF 2.2E'Excepl' 15-18: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 2-1947/0-8-0, 12=194710-8-0 Max Hoa 2=221(LC7) Max Uplift 2=205(LC 8), 12=205(LC 8) Max Gray 2=2111(LC 13), 12=2111(LC 14) BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 Qb) or less exceplwhen shown. TOP CHORD 2-3=6177/283, 3-5=5565/263, 5.6=4280/254, 6-7=3822/235, 7-8=-3730/235, 8-9=-4179/254, 9-11=53981263, 11.12=6033/283 BOT CHORD 2-19=116/5674, 18-19=12015701, 17-18=0/5006, 16-17=0/3947, 15.16=0/4731, 14-16=120/5401, 12-14=11615374 WEBS 3-18=-435/127, 5-18=4/1532, S-17=1817/139, 6-17=-67/1702, 7-17=347179, 7-16=-347178, 8-16�67/1660, 9-16=1749/139, 9-15=-4/1459, 1 t-15=460fl27 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.OpsF BCDL=6.Opsf; h=15g; B=450; L=24ff; eave=6R; Cat 11; Exp B; End., 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) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psi bottom chard live load nonconalrrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-641 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing atjoim(s) 2, 12 considers parallel to gran value using ANSI/TPI 1 angle to grain formula. Balding designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjdm(s) except V-1b) 2=205. 12-205. 10) This truss design requires that a minimum o17/16 structural wood sheathing be applied dire_dlyto the top chord and 1/2' gypsum sheeticck be applied direddy to the bottom chord. 11) Wanting: Additional permanent and stability bracing for truss system (not part o1 this component design) is always required. Tfi mmk'Altiani PE No:3s]80 -- '6hT�c7150. rc FLCed883q" -- 6904 Puke East BNQ. Tampaa FL'3361D. February 22,2019 ®WAR/ONO-VerOy,lelNapurmwowsaM RFi10 NOTES ON TNra ANDfNCLm®Nr6rR6'Ba'NCE PAGE I01(l]m. fDa]/lalSaBbRE rIaE. Oesipn valid brass oNywBD Mnek®c4rmeama.Tbla tlesipn la basetl,xgy upon pmametma Nmwn•eM is bran bdividiml Dugtling mmponeM,rot i- ' eausa synem. Bebm use,the bwlMg4esignxmunwxMNa eppg®DlNy oftlasgn paremalere eM pmpeMemlluabtlo ma or ��le bugd'ug tlealgn. BmcmgN6wmdbropreveN DurkbeN ofi�Ndual WsawebeMlarobonl membem Dory. AdM..mmprey.d probreg MiTek'6904 Isamays re4utred br gabiMand to preueNmaapsawpn possble personal wlury aq PopeM tlama9o. For garMrel gultlance regarding am faDdrafDnon tlavM8!,.eftcc,Taro bmdiglol arRdr1A 056d9 an4BC51 Bu1M/np Componw4 AN,VA2 Easlahtl. ,21 N. StFestems,se1 14. Sobrylydorme4on aradama balm Truss Pbte ImgWD, 218 N.lne Slrem. Suds 31ZAkmidria, VAY13f4. T.MMe Tamp; FL 3g81D Jo Tress Tress Type Oty Pry FIRE JOB T16335350 J37355J37355A A03 HIP 1 1 �MARSHLANDINGS Job Reference (optional) East Coast Tress, FL Pierce. FL 34946 8.240 s Dec 6 2018 MITek Indushies, Inc. Fri i 4XIO e.00 tz 6, = 2x4 II sx6 = 3.G0 12 4x1G Scala =1:74.7 LOADING (psf) TCLL 20D TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 24)-0 Plate Grip DOL 1.25 Lumber DC 1.25 Rep Sbess Inv YES Code FBC2017rrP12014 CSI. TC 0.61 BC 0.81 WB 0.61 Matrix -AS DEFL Vert(LL) Vert(CT) Horz(CT) in (loc) Gdeft L/d -0.47 11-12 >999 240 -1.0011-12 >482 180 0.66 8 Na Na PLATES GRIP MT20 2441190 M188HS 244/190 Weight 237 lb FT = 0 % LUMBER- BRACING - TOP CHORD 2x6 SP N0.2 -Except' TOP CHORD Structural wood sheathing directly applied. 1-3,7-9: 2x6 SP SS BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP 270OF 21E'Fxcept' 11-13: 2x4 SP No.t WEBS 2x4 SPNo.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP N0.3 REACTIONS. (lb/size) 2=194710-e-0, 8=194710-8-0 Max Horz 2=196(LC 7) Max Uplift 2=205(1-C 8), 8=205(LC 8) Max Grav Z-2111(LC 13). 8=2111(LC 14) FORCES. (lb)-Max.CompJMa Ten.-Allforoes250(Ib)orlessexceptwhenshown. TOP CHORD 2-3=6181/294, 3-0=5502/252, 4-5=-0944/280, 5---4944/280, 6-7=6355/252, 7-8=6051/294 BOT CHORD 2-14=124/5666, 13-14=121/5699, 12-13=0/4604,11-12=0/4418, 10-11=-121/5430, 8-10=124/5398 WEBS 343=525/154, 4-13=0/1715, 4-12=141749, 5-12=-4371113, 6-12-141749, 6-11=0/1649, 7-11=-W/154 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opst; BCDL=B.Opsf; h=15ft 8=45ft; L=2411; eave--4ft; Cat. II; Fxp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to pre mntwater ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconarnem with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 1 0.0psf. 8) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jtz4b) 2--205,8=205. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly lathe bottom chord. 11) Wareing: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Alliam PE 1,10:38356 -'M7AOSA,IncJ Ced6634;_ .. -- 16906ParkuEealBtyd Tempe FL33610. oite February 22,2019 Jot • Truss Truss Type Ofy Ply MARSHLANDINGS FIRE JOB T76335351 137355�J37355A A04 HIP 1 1 Job Reference (ap8ona0 t,ast uaasl Iraw. tLYlefae, tL:19a4ti 31 4x10 52,H) S Uea O LUIU MI I ex Inaa5me5, Imp. to tea 22 tJ:SU::i:12Ulx S 8 = 4x4 = 74 = 4x4 = Sx8 = 4 25 5 6 7 8N, 3.M 12 4n1a C Scale= I n3 s LOADING (psf) SPACING- 2-0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber 1.25 BCLL 10.0 Rep She lnv YES BCDL 10.0 Code FBC2017lTPI2014 CSI. TC 0.99 SC 0.99 WS 0.69 Matrix -AS DEFL Verl(LL) Vert(CT) HOM(CT) in (loc) Odeft L/d -0.61 14-15 >786 240 -1.3014-15 >370 180 0.78 10 n/a r9a PLATES GRIP MT20 2441190 M18SHS 2441190 Weight: 246lb FT=O% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP 270OF 2.2E'Excepr BOT CHORD Rigid ceiling directly applied, 14-16: 2x4 SP No.1 WEBS 2(4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. 0b1slze) 2--1947/D-8-0, 10=1947/0-8-0 Max Holz 2=171(LC 7) Max Uplift 2-205(LC 8). 10=205(LC 8) Max Gray 2=2109(LC 13), 10=2109(LC 14) FORCES. (lb) - Max, CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=6042J276, 3-0=5740/267, 4-5=5794/287, 5t=6653/341, 6-7=6653/341, 7-8=5659/287, 8-9=-56101267, 9-10=5934/276 BOT CHORD 2-18=114/5508, 17-18=119/5548, 1G17=0/5351, 15-16=23/5883, 14-15=23/5697, 13-14=-0/5126, 12-13=119/5318, 10-12=11415279 WEBS 4-17=9/343, 4-16=4fi/1836, 6-16=632/100, 5-15=52/1119, 6-15=5491137, 7-15=52/1119, 7-14=1632/100, 844=46/1885, 8-13=9/343 NOTPS- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.0psf, BCDL=6.Opsf h=1511; 13=4511; L=24ft; eave=31t; Cat II; Exp B; End., 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) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord five load nanmncurent with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 8) Bearing atjoim(s) 2, 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify rapacity of hearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at -lb) 2=205,10=205. 10) This truss design requires that a minimum of 7116" structural woad sheathing be applied directly to the tap chord and 1/2" gypsum February 22,2019 ®waaMxa-vaxyassgnparamelers amxeaaxolsoxnosaxa mrauomxrrsxasmovicePanewr.74n raw. fawrsa4 etsoaeus5.aaaa Tlistlrffy e5eeetlonlyupon ktorso Sltlhieuel mmponeN,nm NriMingd aesyn�0m.8 ME muweb pG g ee5gnermu9 paremelersnne pmpeMnnrdrynrate Wsresign gnpalersemw p sdesv a Wsssystem, aerateuse,tceet!Is ofitheapltrussyareevpn Breninglndo todraonoverap Gxtlilgee Mbratlng MiTek' 7 u dtatowM=Uurk61go11nSVItepWsaarebanNarrMw nydE ge.Forgeneral idanceryan4ingthe pmsalepersy injlay uM pmpaMtlamage. ForgenerW gubarice regaltlin8 xis di.e towdb dA dwith ballays.gmg.defi Wsssydems,see Criffida, 05ad9andarSr auWilm oomponmx faMvaeon.ffirzge, 4eGvery,ereabnantl5el Tan d1 .VR1oualrty SafeglMarmanon avapaGa 6om Truss Plate InsNule, 218 N. Lee S WeL SULe 312,Alexan44a, VA22314. e.218N, .Fl-laslalM. Tampa, FL 36610 J0V Truss Truss Type Oty Pty MARSH LANDINGS FIRE JOB T16335352 J37355-J37355A A05 HIP t Job Reference LoptionaD East Coast Truss, FL Pierce. FL 34946 8.240 s Dec 6 2018 MiTek Industries, Inc. Fri Feb 22 09:50:34 2019 Page 1 ID:dypPW4cRBVE03XnfeE9obzjwrv-1HPgddVGadac7rA2(RbtMfOIGN3eL2MOcz5e9ridAp -2-0-0 411-0 9&8 12A-0 2000 27-0-0 3058 351-0 4000 42-0-0 ' 2-0-0 1 411-0 4743 3-1A 7d0 7-4-0 3-1E 47A 411-0 2-0-0� 6.00 12 4x6 5 e 2a4 II 4 245 3x4 = 3 16 17 5x81V!18SHS 30 3.00 12 SW10=1:73.5 4x8 = 4x8 = ar4 II 5x8 = 6 7 8 25 9 3x4 — I� 10 15 14 2x4 II ,s,M165HS = 13 3x4 = 12 1- 4,06 9643 1240 2000 27-0-0 305-6 4H 968 31A 7-0-0 1 7-0-0 ~3-1A I 96-8 1 Plate Offsets (X Y)— [2:0-0-14 Edge? [4:0-5-4 0-2-12] [9:0-5-4 0-2-12) [11:Ob14 Edge] [14:0-2-8 0-2-8] [16:0-2-8 0-2-8] LOADING (cast) SPACING- 2-0-0 CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL t.25 TC 0.50 Ved(LL) -0.58 15 >828 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -1.2214-15 >392 180 M18SHS 2441190 BCLL 10.0 ' Rep Stress Ina YES WB 0.74 Hoa(CT) 0.68 11 Na Na BCDL 10.0 Code FBC20171TPI2014 Matra -AS Weight 460 lb Fr=O% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2'ExcepC 14-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=194710-8-0, 11=1947/0-8-0 Max Holz 2=146(LC 7) Max Uplift 2=205(LC 8), 11=205(LC 8) Max Gray 2=2105(LC 13). 11=2105(LC 14) BRACING - TOP CHORD Structure] wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. FORCES. (lb) - Mac CompJMax. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 2-3=5754/309, 34=5953/258, 4-5=8690/386, 5b=8710/392, 6-8=8545/392, 8-9=85241386, 9-10=5845/258, 10-11=5668/309 BOT CHORD 2-17=15415226, 16-17=3715574, 15-16=237/9959, 1415=23719959, 13-14=3715367, 11-13=154/5037 WEBS 3-17=0/556, 4-16=147/3939, 5-16=363/86, 6-16=1436/80, 6-15=0/321, 6-14-1436f80, B-14=363/86, 9-14=147/3967, 10-13=01556 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 mw at 0-9-0 DO. Webs connected as follows: 2x4- 1 now 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 forthfs design. 4) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf,, BCDL=6.OpsY h=151t; B=45fl; L=240; eave=31t; Cat. II; Exp B; End., GCpi=0.18; MWFRS (tlirerdional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate dramageto prevent water pone ing. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonwricurtent with any other live loads. 9) -This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 10) Beading atjoint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 2-205,11=205. 12) This truss design requires that a minimum of 7116" structural woad sheathing be applied directly to the lop chord and IIr gypsum sheetmck be applied directly to the bottom chord. February 22,2019 ®wA mG-veaydalgnPsmmMaaaMR ND OMMSANDINCLBDm5 N@"BtENCEPAGE 7Q]rtv.166 M5860REUsE Design didfur use onNVM Mmekacomedo s. Wedesgn isbased Only upon pamm uMM WWWn, aM ufuan IodivOlual hu7Qing ox+nponenl. not atmss system. BeNre use, the buM gdeslgnm mud ve*the aprirabgdy MEesgn parmMlersand pmp rt, moafmcde thisdesign into the owrA �-�•YW� bAd'igdesgn. Bmcmgin6ral topnweMWur ng OfiMiWd"a mwebendN men oNy. AddgipwifempOmry and permanerd Eroding Wek' ncemgandBtlro Laalweys requhed brsbbilgyaM to Prevent cagapsewM possale persmal mNN and POPedY damage. Fsufly CrOO14, Crlrerla. QSBd9 end BCSI BugGn9 Componesn na/stems. see AN,VA febdcetImsumomm ae IaNereClonandb l 0.218N.d 14. SereryNdormafion ev4ilada hom Truss Plata InsObde, 21a N. Lee Sheet Suga 312AkxanMa, VA22314. Tmripa, FL 366/D Teti o.FL MID Tmss Tmss Type y MARSH LANDINGS FIREJOBT16335353 rJ373�5_A37355A�Bal ROOF TRUSS �Qly 1 Job Reference (op6onail East Coast Tmss, Ft. Pierce. FL 34946 s Dec 62018 MSek Industries, Ina Fd Feb 2209:50:342019 Page, Stele =1:392 4x4 = Ave = 6 4a4 =ixa 11 bxo — 4x^ — 2x4 1. B2-0 ,rY2-0 142-0 , ,e-7-0 , I 62-0 480 4-0-0 4611 Plate Offsets (%Y) - [2:0-05 0-1-5] [2.0-2-9 Edge] [2:0-0-7 0-04] [5:045 0-0-11. [8:0-0-5 0-0-17 [13:0-2-0 034] LOADING (PSI) SPACING- 2-D-0 CSI. DEFL in Qac) ffde0 L/d PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 1.00 Vert(LL) -0.3812-13 >585 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Ved(CT) -0.61 12-13 >361 180 BCLL 10.0 ' Rep Stress Ina YES WB 0.57 Hom(CT) 0.03 11 We nra BCDL 10.0 Code FBC2017/TPI2014 Mahn, -AS Attic -0.25 12-13 395 360 Weight: 93 lb FT=O% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 5-8: ZA SP No.2 BOTCHORD 2x4 SP No.2'Excepr 11-13: 2x4 SP 270OF 2.2E WEBS 2x4 SP No.3 OTHERS 2x2 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. Pb/size) 2--1217/0-6-0, 11=1125/Mechaniml Max Hoa 2=136(LC 7) Max Uplift 2=166(LC 8), 11=-83(LC 8) Max Gran, 2--1375(LC 14), 11=1296(LC 15) BRACING - TOP CHORD Structural wood sheathing directly applied. except end verticals. BOTCHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 7 FORCES. (lb) - Max Comp-iMac Ten. -AIL forces 250 cab) or less except when shown. TOP CHORD 2-3=21051124, 3-0=18231130, 4-5=1544/188, 5-6=249/367, 6-8=280/346, 8-9=1615/192, 9-10=1789/126, 10-11=1346/95, 57=1624/101, 7-8=1624/101 BOTCHORD 2-13=92/1926,12-13=62/1549 WEBS 4-13=0/50t 9-12=1151297. 3-13=418/42, 10-12=4211610 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; End., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 deg" rotation about its center. 5) This tress has been designed for a 10.0 psf bottom chard live load nonconctment 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, with BCDL=10.0pst. 7) Ceiling dead load (5.0 psi) on member(s). 4-5, 8-9, 5.7, 7-8 6) Bottom chord live load (30.0 psi) and additional bottom chord dead load (0.0 psQ applied only to mom. 12-13 9) Refer to girder(s) fortress to truss connections. 10) Provide mechanical connecdon (by others) of truss to beadng plate capable of withstanding 100111 uplift at7aint(s) 11 except (t=1b) 2-166. 11) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 112' gypsum sheetrock be applied directly to the bottom chord. Wareing: Additional pennanem and stability bracing fortress system (not part of this cemponerd design) is always required. ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. February 22,2019 ®WARNING-Valry design p zmasea assimSID Noires ON 1NISAND INCI.ED®al/Bf R99t MPAGENIPM3 me, 10=1014 aBORE USE Design valid for use oagr wins Niek®tonnedon We design is based Dory upon Pammete. slmwn, and is loran hmimmmi bmWmg component, rot a buss system. Were use, the buildneg designer mud vedly the eppkaNbty an design summedrs arch property hxmrpomte this design bya the avmen -•W buidu,desyrt amcmg mmcmed into peverd burkbng P/'vidNduAtmvwm ariNmMmd membemaNy. AdGtiatultemporaryaM pemanentbratlng Wek' is awns Ie4uYed for SabiNyartl ro pmvemmmPsewhD posvLa persmal nlury vp pmpeny damage. FwgenerA 9udanca regaNm911re Smage,degvery.emdion aM bmemg afbusseseM Wsssy9emA cae ANSUrfl10ua1Ny CrN Na. D5B89 emIBCSI BUDd419 CarrlParlarN P. Ee991M. SuffiWtiom SereryfrdallnNgn eraitaNagom Truss Plate Instkde, 218 N. Lee Street. aude 312,Akrm�Nda, VASYJI4. Tampa, R 36610 Tem'. Joh Truss Truss Type Ply MARSH LANDINGS FIRE JOB T76335354 J37355.A17355A B02 ROOFTRUSS �Qty 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8240 s Dec 6 2018 MTek Industries, Inc. Fit Feb 22 09:50:35 2019 Page 1 ID:dypPW4cRBVE03XniieE9obzrMV Vrz225eAtu1RDH1 MrAygQaCVLgpN"WFGheBeddAD -2-0-0 6-2-0 io-2-0 142-0 1938 19r7,0 241-0 6_N ~ 4430 I 4-0G I 5141 I 4x4 = 4A 6- _ 4x4 = 3xe II 3x4 bxa 2A 2A II o-2-0 10-z-0 I 1121 I 1338 6-2-0 4-0-0 44]-0 51-6 Scale=140.5 Plme Offsets (X Y)- [2:0-0-7,04M [20-0-7,0-0-0] [2:0-2-9 Edge] [2:0-0-7 0-151 15:0-G-5 0-0-11 [8:0-0-5,0b11. [10:0-2-00-1-121 113:0-38 0301 113:0-0-00-1-12) LOADING (pat) SPACING- 2-0-0 CSL DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.86 Vert(L-) -0.35 14-15 >659 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.5414-15 >427 180 BCLL 10.0 ' Rep Stress Ina YES WB 0.52 Hom(CT) 0.03 12 n1a ate BCDL 10.0 Code FBC2017rTPI2014 Magi( -AS Attic -0.25 14-15 397 360 Weight: 96lb FT=O% LUMBER - TOP CHORD 20 SP 270OF 2.2E -Except' 5-8: 2x4 SP No.2 BOT CHORD 2x4 SP 270OF 2.2E -Excepr 12-13: 2x4 SP No.t WEBS 2x4 SP No.3 OTHERS 2x2 SP No-2 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 12=1181/050,2=1259/0-8-0 Max Herz 2-142(LC 7) Max Uplift 12=103(LC 8), 2=170(LC 8) Max Grav 12=1353(LC 15), 2=1421(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. JOINTS 1Brace at Jt(s):7 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2214/135, 3-0=1962/142, 4-5=1665/201, 5b=197/397, 6-8=-222/377, 8-9-1714/201, 9-10=1948/138, 10 12=1327/119, 57=1810/122, 7-8=1810/122 BOT CHORD 2-15=73/2016, 14-15=-46/1672, 13-14=46/1672,12-13--08/343 WEBS 4-15=0/563, 3-15=392/45, 9-14=24/362, 10-13--0/1496 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=2411; eavesoft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree notation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nommitcument with any other live loads. 6) - This toss has been designed for a live load of 20.Opsf on the bottom chord in all arras 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. 7) Ceiling dead load (5.0 pat) on membei(s). 4-5, 8-9, 5.7, 7-8 8) Bottom chord live load (30.0 psq and additional bofom chord dead load (0.0 psf) applied only to room. 14-15 9) Provide mechanical connection (by others) of truss to headng plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=103. 2-170. 10) This trusts design requires that a minimum of 7/16" shucural wood sheathing be applied directly to the top chord and IMP gypsum sheetrock be applied directly to the bottom chord. 11) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 12)-Warning:AddiUOMI Ohar andstablitybracingfbrff=system(martc-fthrsmmpone desgnjisalways mgwred. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. February 22,2019 ®WAIWNG-VergydeargnparamerorsmWR NG DN1NISANGINCLVOEGN �PAGEI 7(1Jm.160]11a16960 ME Design vaid furuse oslyeir MTeM samemns-this design is based mtft,xn pvameters Moen, and is form vMivitlual bMmg rmiporeq ind �� ag ssyeem.eermeus.NeWlCmgdevpnermu9veffygreaMUmbMyofdezignpmmnetessaMpmprNy wryalela WsdesgnbdoMeovnal + tYYY buldiMcIn gn amrm9 Ndmaled lslo prevent buddirq of inNddvN busswebaMla Mod memberaoMy. AddAmmitemptearyand Wisa nembnadeq MiTek' animate is ula dimstabOymgto prevent mOapse wadi posvDleperswW many and pmperry damage. Fwgenma'idmce Mmg'tbe fabrication, 5omge, delvery. ereMon and brediy ofbuexs mdbus systems. am ANSgr%r quardy Cafterla,0.g6 mdSCSl Budding Compmvd fi904 Parke Fad and. Salerylafamemon ayailabk Rom Tms%ate lnsh3de, 218 N. Lea Sheet, Stib 312 AM�Wda, VA 22414. Tampa. R 36610 Ja! 4 Truss Truss Type Ott,Py MARSHLANDINGSFIREJOB T76335355 J37355J37355A H03 ROOF TRUSS 4 1 Job Reference,a Bona East CoastTruss, Ft. Pierce, FL 34946 4x6 = 44 = 8240 s Dec 62018 MTek Industries, Inc. Fri Feb 2209.50:36 2019 Srale = 1:40.5 4x4 = 4xe II 4x4 = axe - am II 4x4 = 2r4 II 8-2-0 142-0 20-0-0 S-2-0 I a-0-o I Plate Offsets (X Y)- 12:G-03 0-1-11 (2'0-2-9 Edne) r5.0-0-5 0-0-11 f8:0-0-5 0-0-1] 111'04-9 Edae1 [1 t0-M.(0-1-11 rl3,0.3-O Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in Doc) lide0 Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.62 Ven(LL) -0.39 13-14 >631 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.5913-14 >411 180 BCLL 10.0 Rep Stress Ina YES WB 0.28 HOrz(CT) 0.04 11 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Attic -0.2713-14 376 360 Weight: 97lb FT=O% LUMBER - TOP CHORD 2x4 SP 270OF 22E•Except- 5-8: 2x4 SP No.2 BOT CHORD 2x4 SP 270OF 2.2E •Except- 11-13: 2x4 SP No.1 WEBS 9(4 SP No.3 OTHERS 2x2 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/sae) 2=1330/0-", 11=1205/0-8-0 Max Hoe 2--149(LC 7) Max Uplift 2=175(LC 8), 11=98(LC 8) Max Grav 2=1500(LC 14), 11=1387(LC 15) BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 7 FORCES. (Ib)-Max CompJMax.Ten.-Allforces250(lb)orless exceptwhen shown. TOP CHORD 2-3=2380/145, 3-0=2181/156, 4-5=1881/215, 5�96/484, 6-8=97/482, e-9=1884/211, 9-10=2224/160, 10-11=2458/184, 5-7=2160/138, 73=2160/138 BOT CHORD 2-14=85/2149, 13-14=44A886, 11-13=1152138 WEBS 3-14=318/49, 4-14=0/587, 9-13=0/587, 10-13=372fe6 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Ops0 BCDL=6.OpsY h=15ft; B=45ft; L=24ft; eave=6ft; Cat. 11; Exp B; End., GCpf=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord five load nonconarrrerd 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, with BCDL =1 O.Opsf. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, S-9, 5-7, 7-8 8) Bottom chord live load (30.0 pst) and additional bottom chord dead load (0.0 psf) applied only to mom. 13-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 11 except W-lb) 2--175. 10) This truss design requires that a minimum of 7/16• structuralwood sheathing be applied directly to the top chord and 12• gypsum sheetrock be applied directly to the bottom chard. 11) Graphical pudin representation does not depict the size or the orientation of the pucn along the top andfa bottom chord. 12) Wanting: Additianal permanent and stability bracing for truss system (not part of this cerrlpoheM design) is always requiretl. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thnriti. A Albani PE N09788 -jfTeFgSkInna'FLCert8&U- _- '6904Parke Eaet BNE. Tampa FL 3]6f0 '�liitad( February 22,2019 Ory Ply MARSH LANDINGS FIRE JOBT16335356 55.137355A MV2 r Valley 1 1 Job Reference o ton test GoaSt truss, I-L YRme, VL:1n ad i -Z-M- LV IO MIICR IIXI WVIC.......r fayc, ID:dYPPW4rRBVE03XnIieEgobzW-Rs4pTnfON09TaBkb_IV!H2Teb5gLlp6aAJFUzidAm 2-0-0 2-0-0 Scale =1:7.8 2 3 LOADING (psl) SPACING • 2-0-0 CSL DEFL. in (loc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TO 0.06 Ved(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n1a - rda 999 BCLL 10.0 Rep Stress Ina YES WB 0.00 Hwz(CT) -0.00 2 n1a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 1=6212-0-0, 2= aP2-0-0, 3=14/2-G-0 Max Horz 1=25(LC 8) Max Uplit 2=19(LC 8) Max Grav 1=70(LC 13), 2=49(LC 13), 3=28(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 244/190 Weight 5 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vut=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.OpsF h=15t; B=45fl; L=24t; eave=3R; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcanerd with any other live loads. 5) `This truss has been designed for a live Iced 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) Beading atjoint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to gran formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanc ing 100 lb uplift at joint(s) 2. 8) Wanting: Additional permanent and stability bracing for truss system (not pad of this component design) is always required. February 22,2019 ers uNREABNe1ESONTMSANa GEdivid.]rev. fOnN1%sBffeaE BSE DIhns ®dgin n ndNfnr..idy eM Mm*V xi,ion pa id andInW Ibt Meer TN9de5lgn. ba24 WyYa M6d,M hIEandn1 eking Vrun., ��' nf dnwo nnarrterI0Wl1,t Meru, Vin de .design Into inni. Bekmglndle6 e... serve vedy NeappliwnwebanWw axameten:eMOmpeMmmryaMe Busdeand,,entnendbri iStOtlevgnebm Wifingyalem. Dip amcin rdGmtilp dDapwrmofioubluall MiTek' aysasign. ll ya dtapmp M MM]antllm pmNAyd6e ge. ForgeneMltempo ni,en rgifie sans ms. aM plopexry damage. ForgenenalguWaS"W andBaW laenvalon. uOmdbr Cnny. enoion andtned apseurms Gadlgofrun.21 end WssrneLSs,, ANSIAM31uelny Cribde, p8B88 and BlSl BUWInp Componerd tsd tram Oegverylaft. hEdrtyftnf eaOt Parka Fa#BIW. .. 31 SalelylNormetlon aYdilade nom Trvss Plana IIWEuIe, 21a N.lee Stmet S11e 312, A6IDntlda. VA22316. T.. Tampa, R 36810 T16335357 Scale =1:12.8 2 3 214 i 2x4 II LOADING (psl) SPACING- 2-0-0 CSL DEFL in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) rda - nra 999 MT20 244f190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) Na - rda 999 BCLL 10.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 rda hire BCDL 10.0 Code FBC2017frP12014 Mabbx-P Weight: 141b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or4-0-0 oc pudins, BOT CHORD 2x4 SP N0.3 except end verticals. WEBS 2x4 SP N0.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (ID/size) 1=146I4-O-0, 3=14614-0-0 Max Hoe 1=59(LC 8) Max Uplift 3=25(LC 8) Max Grav 1=165(LC 13), 3=172(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. -All farces 250 Qb) or less except when shown. NOTPS- 1) Wind: ASCE 7-10; VUIt=160mph (&second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.OpsF h=15ft; B=45ft; L=2411; eave=lft; Cat. 11; E xp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires cordinuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord We load nonconcumerd 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 100lb uplift atjcim(s) 3. 7) Warning: Additional permanent and slabTdy bracing for truss system (net part of this component design) is always required. Thrirtias'A AI6ini PE No:39396 NRekUSA' Ina6Y1 �FLCert8.. ;6904 Parka Ee d BNB. Tempe FL 33610. February 22,2019 ®WARWNO-VeAyawsfgnparantless WREAO NOTES ON MRANO1Ne1UDIDYlIX RB$lENCE PAGEN 7VJ..reQYS015B60NE ME Deslgn VNldfmuae onywah MTeWconneGms. We Eeslgn Ia Eased h11h7 upon psanest. Nmn, ant Is loran NEMdual In5non, rampmwrd, rot a busssystem. Before use, Me build'mg deu,Mermusr verh OreeppgrabWoldesign parameters and properb"-orpmele Nisdesyn gad Me overel bmldiMdesign. 6raCmgindieafed is to prevmdbuekgng of lndMaualtrusswebanalarchodmemUersony. Addrtonallemporaryand,omrenembmdrg MTek' Is aEveys reguhed W saGlily and to prevent colapse with passible personal Injury ant prepedydareage. Forgenandquideneonandng Me fsbflaon,storage, deMq, erasion and bradlq oftuaus and Was systems, see ANSVIA10veINy Ldrmiq OSBAeeeWBCSIauNdlr1y Lomponord 690/f+dOS EaS aNd. Se"Infarmation av Webom Tmss Ptak Inslaue.219N.lne Sbed,3ude31ZMk da.VAV314. Temps. 11 36510 Joto v Tmss Type Oty Pty MARSH LANDINGSFIRE JOBT76335358 J37355-,137355A M%M [m5g alley 1 1 Job Reference lopton East Coast Tmss, FL Pierce, FL M945 8240 S Dec 62018 MD6k Indusble5, Inc. Fn Feb 22 W:Wr: ZU19 Pagel ID:dYpPW4cRBVE03XnIieE9obzW-v2eBh7g2Kp8U4k=HJ WX1CgAliv_ZKvyLENm¢itlN 5 4 2x4 i 1x4 II 2x4 II Sale =1:17.8 I LOADING (psi) SPACING- 2-0-0 DIN. DEFL in (loc) I/dell Ltd PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.21 Vea(LL) n1a - We 999 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n1a - Na 999 BCLL 10.0 ' Rep Stress Ina YES WB 0.04 Horz(CT) 0.00 nfa Na BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 231b F7=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP N0.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ibleae) 1=741"-0,4=10116-0.0,5=29PilG0-0 BRACING - TOP CHORD Structural wood sheatlting directly applied or 640-0 oc purling, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-G 0 oc bracing. Max Horz 1=95(LC 8) Max Uplift 4=17(LC 8), 5=-50(LC 8) Max Gran, 1=81(LC 14), 4=119(LC 13). 5=351(LC 13) FORCES. (Ib)-Max- CompJMax.Ten. -All forces 250(I1b) orless except when shown. NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.0psh, h=15ft; B=45ft; L=24ft; eave=Oft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncunenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chop) in all areas where a rectangle 3-6-0 tell 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 100lb uplift atjoint(s) 4, 5. 7) Warning: Additional Permanent and stability bracing fortmss system (not pan of this component design) is always required. February 22,2019 ®WARN/NO-Varry 45lgnparan�er®s andF A10160N WSANOMMUOm Yll!X FNCEPAWE 743 rev. 14024015&6 USC Design valid loruse onywM Mil'"connedars. We design Is besed DNy upon pa a ndee, shown, and Meer an Ndlindual Wgding mmpanem not a Miss sysiem. Berard use, Me bidding designer mud wdythe apptiOabirdyoldesign peamelemand papery moorWiate Nis design irda Me ownse, Wgdilgdesign. Basses indicated lsto prevent boosting ofmdivWud trussweb aMrarshond members only. Mchdonaltempoosryandpemanentbredng MiTek' halwaysrequiredfordabiayMdtOprevem Ootiapm WMPo TOpemanalbluryandpmMgdmage. Forgenerslguidancemgandegthe fabdalion,domge,deg q.er onmdNacirgaltrususmd Wsssydem%see MS 1W.1fly Cr a,DSBBSandBCSIBUOdrng CompO 6904 Pepe Fad Bid. Sonlyinrorneanoo avallaNemom Tmss Platelnsitude.218N.Lee Streetsube312.A mMda,VA22314. Tampa.F 36610 Symbols PLATE LOCATION AND ORIENTATION 137 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-ill-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0- °id' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated, BEARING Indicates location where bearings (supports) occur. Icons vary but reaction.section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guidelto Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-48 I I dimensions shown in xteenth(Drawings(Dwings not to scale) 3 3 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIITPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10103/2015 A General Failure to Follow Could Cause Damage or Personal Injury 1. Additional stability bracing for truss diagonal or X-bracing, Is always rei 2. Truss bracing must be designed b) wide truss spacing, Individual later may require bracing, or alternative bracing should be considered. 3. Never exceed the design loading shown and stack materials on inadequately braced truss 4. Provide copies of this truss design to the but designer, erection supervisor, property ownE all other Interested parties. 5. Cut members to beer tightly against each off 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at Jolr locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably prof the environment In accord with ANSI/rPI 1. 8. Unless otherwise noted, moisture content of shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not or use with fire retardant, preservative treated, 10. Camber is a non-stmctural consideration any responsibility of truss fabricator. General pre camber for dead load deflection. For 1►1141M for lumber. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12, Lumber used shall be of the species and size and in all respects, equal to or better than that specified. 13. Tap chords must be sheathed or pudins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 h.l spacing, or less, 8 no ceiling is Installed, unless otherwise noted. 15, Connections not shown are the responsibility; of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise, 18, Use of green or treated lumber may pose unacceptable environmental, health or performance risks. insult wit project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. I 20. Design assumes manufacture in ANSI?PI 1 Quality Criteria.