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Home My WebLink AboutTRUSS PAPERWORKLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 40_1200_A 2CAR - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Wade Jurney Project Name: 40 1200_A Model: 40_1200_A Tampa, FL 33610-4115 Lot/Block: Subdivision: — Address: REtFtVE6 City: State: FL JUN 21 2019 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: #arrnittin9 laepartment Address_ : St, 9:ucie'.county City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 �/� Wind Code: ASCE 7-10 Wind Speed: 160 mph SCANNED Roof Load: 37.0 psf Floor Load: N/A psf BY St. Lucia C'ioft This package includes 14 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seat# Truss Name Date 1 T13148496 Al 216/18 2 T13148497 GA 2/6/18 3 T13149498 GJ3 2/6/18 4 T13148499. W5 216/18 �5 T13148500 EJ4 216/18 I 6 T13148501 EJ7 : 6118 7 T13148502 GR1 2/6/18 8 T13148503 GR2 2/6/18 . 9 T13148504 H1 216118 10 IT13148505 H2 1216118 11 IT13148506 lH3 2/6118 12 T13148507 IH4 2/6118 13 IT13148508 I HJ1 216118 14 T13148509 IHJ2 2/6118 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal.on these truss coerrpmentdesG�as is a certi6caton that the engineer named is ficensed'in the ludsdiction(s) identified=hat the designs wmpfytvith ANSirrPi I. These designs are based ulmr parameters shown (e.g., bads, supports, dimensions, shapes and design codes), which were grv� to NTek. Any project specific information included is for fiGTMs customers de refierence purpose only, and was not taken into account to fire preparation of these designs. Wrek has not independently verified the applicability of the design paraheters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overaD building design per ANSIlTR I, Chapter 2. rdif8182 Cc '0'. STATE OF :W cCOR1GP:\�`�� ONA' Ca`. Joagran VeiezPE 40.G162 MITek US,L Inc R. Cut 6634 M Parke Eat Svii. Tampa FL rsia Date February 6,2018 Velez, Joaquin 1 of 1 Job Truss Truss Type City Ply T13148496 40_1200_A 2CAR Al Common 13 1 Jab Reference gonal 6-2.8 4.00 12 4x6 = 8.13U s Sep 152017 MITex IndusWes, Inc. Man Feb 520:2131 2018 0.2-8 Scale-1:57.7 3x8 = 3a4 = 4x6 = �• 4x6 = 3A = 3x9 = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLC 0.0 BCDL 10.0 SPACING- 2-" Plate Grip DOL 125 LumberDOL 125 Rep Stress Incr YES Code FBC2017rrPt2014 CSI. TC GA4 RC 1-On WE 0.61 MalnxSH DEFL- in (lot) Ildeft Ud Vert(LL) 0.27 14 >999 240 Vert(CT)-0.5014-16 806 180 Horz(CT) G.15 10 n/a 1ua PLATES GRIP MT20 2441190 Weight 158lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathingdirec6yapplled or 253oopufts. -BOT CHORD 2x4 SP No.2 BOTCHORD (Rigid cefiing d'uectlyapplied or224 ocbramng. WEBS 2x4 SP No-3 REACTIONS. (lb/size) 2=13091035, 10=1309103E Max Horz 2=109(LC 16) Max Uplift 2=605(LC 811O=-605(1UC 9) FORCES. (lb)-Max.CompJMa Ten.-AUforces250(fb)orlewexceptvebenshown. TOP CHORD 23=3187/1931,35=-289511749,55=-202011334;67=202011334,A-9=2895/1749, 9-10=3187/1931 'SOT CHORD 2-16=-17231297a. 14-16=136112436, 42-14=1377/2436, 10-12-473912978 WEBS 6-d4=3471975,7-14=713/526,7-12=-f82/507, 9-12=mM/339,'5,14 713/526, 5-16=-182/507,3-16=-349rJ39 NOTES. 4)1lpibalancedm9oflive loads bavebeen considered for Rrisdesign. 2)WInd:ASCE7-10;Vult=160mph{3secmM gurA.Vasd=1241n*TC0L=42ps,, IBC0L=3:Opd(; h--45ft, Cat 11; Exp'C, End., ,1LIf 1f713j GClii=018 MWFRS(envdlope)and C-C Exterior(2)-1DD to 23-13,interior(tg:2d-03to 18Y1-0, Exterioe(2) 17441o=-4-13 zone; cantilever left and right exposed; end vertical left and 4lght exposed;G-C far members and: farces A MWFRS for reactions shown; `�31 2�T4� LvmberDCK -1:60 plate DOL=1.60 ,Qv(N • grip ��` �� ' C 3)TAIs"s hasbeen designed for a 10.0 psfbo0om,dhord five load nmconcarrantwilh any other fiveiloads. :•V,V `S�`••, 4) • This trusshas been designed fora five load of 20:(3PsTon the bottomdhord In all areas -where a motangle"3-6-0 tdlllby 2-D-0 wide lhebattomdhord NO 68182 wO ftbelweew andarlyother members. 6)Provldeaneoharfical connection(by others) oftrussto bearing Vitale capdbledfwithstanding80511 atjolnt 2 and 60516 vpfft at *; •L*' joint 40. — — STA bF :•(17Z .��• Nam. R1p. NA' � Ca1% SS,011 11 Jtaom Velar PE Na68182 M1R_YM IM r1Cat 6634 MPolkaF 1N4TsmpaR 33610 Dft Feb7¢Tary6,21)1 S AWA Nn-VeflrydWgnpermnelen aanIE NWEa fly TlrlSallC fRCCUpEpBrTIXiiEFERENCE pAGENIF]4J]xv. td/p3'2af5BE REUSa. 0edgneand1erasa.r"th Mr!'"connndcas. This deslgn6 basedodyupanperametas dt antis kr.1ndMdual6Wdlag onoonent not WF I huge ryekm. eekm 4ppkabn4ofdeep,armaelers and propedynWo nan le F6 design ImO he overall buQV daslgR 6adrginAakd b kpranfN badringd6iR4dtrA Wsew� aWmdiwd mxMers ant/. Addtlanattempmary eM permanentbredng MMe- k' Is dway naeVlrad for skbinty and k prevent Cahn-eo3 pasYlNaper»nallrywyand pmpmgdamage. Forganaratguidance regaiding Na febdallan, atmage, deleery. erection and bmrdg of busses road buss Wyama, sea A116 IQuday Cdteda, WB49 ands C819ulldingtorn parent Safetylafarmaden evanabla from Tw Rek InsliNk.2fe N.lse Street Svya 312 NexaAda VA 22344. 69adpa#e EaalaNd. Tampa.FL 36810 Job Truss Tmss Type Qty ply 40_1200_A 2CAR CAComer Jack 8 1 T13148497 D..v...,. r.-..rc.....,... Di...,.-.,., �, �.,«� Jab Reference o donal 1.0.0 e.tausaopio Zulr Muexlnousmes,lnc. Mon Feb 520:22:312018 Page ID:75V7DnGc85aTgwUBsSnePTzgPeD-kEgQxH5gEZOiwMV72UQ19pJoZaFhgwcvN 8mpzo4WM Scale =1:6.1 LOADING (psf) SPACING- 2-04 CSI. DEFL. in gas) I/def Lid PLATES GRIP TCLL 20.0 Plate (,kip DOL 125 TC 0.10 Vert(LL) -0.00 2 e999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.02 Vert(CT) -0.00 2 >999 180 BC L.L 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n1a WE SCDL 10.0 Code FBC20171TP12014 Mahtt-P Weight 5lb FT=20h LUMBER - TOP CHORD 2x4 SP Na-2 130T CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=-0MAechanical,2=Mf036,4=10/Alechanical Max Horz 2=40(LC 8) Max Up 3=-b(LC 13), 2=119(LC 6) Max Grav 3=16(LC 8), 2=121(LC 114=19(LC 3) FORCES. (lb) -Max. CoWdMax,Ten. -AA forces250 fib) orless excaplwhen shaven. BRACING- TOPCHORD Structural wood sheathing deeotly applied or 1-0-0oc purflns. BOT CHORD Rigid calling direotly applied Or 10.0-0 oc bracing. NOTES. A) Wind: ASCE 7-,10; Vult=1601nph (3-second gust) Vasd=124m1fh; TCDL=4.2psf, 6CDL=npsf; h=15ft; CaL 11; Exp C; Encl., GCpi'0.18; MWFRS (envelope) and C-C Exterior(2) zone; wribleverleft and Aght Exposed; end vertical left and right exposed,,,C-C Tormembers and forces & MWFRS for reactions shame: LvmberD0L=1:60 plate grip DOL=1 i60 2) This truss has been designed for a f 0.0 ps(botMm abord live loaa no iconcurrent wdh any other Ave loads. 3) • This truss has been designed for a I've load of 20.Opsfon the 'bottom chard in all areas where a rectangle 36-0 tall by2-0Uwlde will @ between the bottom chord and any after members. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical comieofon (by others) of truss to bearing plate capable of withstanding 51Ib uplift at joint 3 and A 19 m Vift at Joint 2. `111111111Aff At4',' No 66182 J}, ;2 O • cL 0 F QJ JAI- 11111 Joarida Velez FE No69132 Mfl6k= bx FL Omt 6634 6904 Rule Fast BhQ Tampa FL 336to Dale: February6,2018 �WARN1Na-VM/y design parameter and REAa NarEs QY iFl15ANa wXUEEDN?EKREPERENCE PACE HX71 Jrv, rMp32a158EPCREME. Design vaed brass 0*y M17"mnneper. Thbdesbn hbeudmdy upon paieuise shown, and Is bran Ir4vIdAlx,1ldeg mmpmant rml I a puss system. Belo. use, eebddka designermeatvedFjttee MPwubillyddeslgn parameters end propedy ecogwale Bds desgn tree the overall ` bcMingdeslpn. BrWp eelokdeeprtvmtlrucMngo/tr'dvkkmlbussweb mWar Hard members cnly. Atldi8oeul temporary medpemmerent breaUg b envari roW4edlm sbixrM antl torirvent aoRapsaw�e posshhpersmallryury entlpmpedY damapa. PorgenerelguidanmregardNg the WOW rabeicaEoee, starsge. deMay. meadon antl beecinggf aussyseM puss syskms,see ANSMIl Oualay Cdtoda,MBa mdBCSleuedkrg Ccmpmmt Safetybf=atlon avaf'aGe ham Wass Plate 1nstlNta. 218 N. Lea street, S,ft 31Z Alexandria, VA 22314. 6904Patka EasleNd. T.u.FL W610 Job Truss Tmss Type Oty ply T13148498 40 1200 A_2CA(a CJ3 Comer Jack 8 1 ]ant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Feb 5 20:22:32 2018 Page 1 Scale =1.9.4 LOADING (psf) SPACING- 2-0-0 CSL DEFL, in (foc) UdeO L/d PLATES GRIP TCLL 20.0 Plate Quip OOL US TC 0.14 Vert(LL) -0.00 2-4 >999 240 MT20 2441190 TCOL 7.0 LUmberDOL 1.25 BC 0.09 Vert(CT) -0.01 24 >999 180 BCLL 0.0 ' Rep stress Inor YES Wa 0.00 Hom(CT) -0.00 3 Tva m/a BCD. 10.0 Code FBC20177rP12014 Matrix-p Weight Al lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly appliedor3—M ccpurlins. BOT CHORD 2x4 SO No.2 SOT CHORD Rigid calling directly applied or lufi" oc bracing. REACTIONS. (lb/size) 3-WNecharfcal, 2=1781038, 4=28MIechamwl Max Harz 2=72(LC 8) Max Uplift 3=-58(LC 12),.2=130(1_C 8) Max GTav 3=63(LC 4). 2=178(LC 1), 4=56(LC 3) FORCES. (]b)-Max. CorMAVlax.Ten. -All forces 250'(lb) crles5 except when shown. NOTES• 1) Wind: ASOE 7-10; gust) Vasd=124mph; TCDL=4.2psf; ®CDL=3.Opsf; h=151t Cal. 11; Eyp C; End, GCpi�.18; MWFRS (envettype) and CLfxterior(2)-1-0-010 2-0-13, Interior(1) 24-13 tot-11-4 zone;raatilever left and exposed; end vertical felt and TI*ft exposed;C-C for members and forces & MWFRS forree ations shown; LumbeTDOL=1.601plidte grip DOL=1:60 2) This truss hasbeen designed for a 10.0 psfiboftom chord live loadmonconcunentwith my other We loads. 3)' This truss has been designed for a Overload of 20.Opsf on the bottom chord In all aresswhem aredsti gfe 3E-0 tag by2-M wide will fitbetween the bosom chordand any other members. 4) Relerlogirder(s) for truss to truss connections. 5) Pravidemechardcaf conneclidn (by others) of truss to bearing plate capable of withstanding 58 fb upliftat )okit3 and 130Ib 10IIIft at joint 2. QUIN No 66182 ST OF O� C? . •��'StS�ONA' S�`'\' Joaquin vei¢FE N0.68182 VdTekIiIGA tim FLDEVI6534 6904 Parka FastBhA Tampa P. 33610 Date February 6,2018 ApyARND10-Wnaydetrgnpermreteraand READ NOTES ON MS AND MCLUOEDMREKREFERENCECAGEWN-7M rev. VEO=169EFORSESE, Deign vend torus, enlyw I.iliel0mmatlun. Tints design is based only upon pnam.Iom stwrm, eM la norm hEvkbtalbu0dbg mngonentnot a tyslsystem. ee/ae use. NabmM9ig dupnermuslverifythe appppbn0y ddeslpnparameters and prapulyaxupomh9radesign edoOre averal W1 F buldhg design, Bracing tidcaW bo,pmxmt twtldng of fnolrAd al buvweb Sn Ax Nord membersoNy. Addbocal temporary and permanent bsaft Welk' Isa]ways.01red far shbify aid to pmvnt caftps, v ponmle p,oawat Nuy and pmperty dooi.w. For parerol ged"oo reganikv 0e fablcalbn. stazge, delwery.en,xion and toaft of busses and buss systems. see ANSIRi91 OuslityCNteda, OSS49 and SCSI Building Component Safety Information available ban Truss Plate ImtiWb. 219 N. I.A. Street Sutte 312. AfenmM.. VA 22314. 6904 Pak,E elvd. Tanpa. FL 36610 Job vs Truss Truss Type Qty ply 40_1200-A_2CAR CJS ComerJack rn 4 1 T73148489 -u'14 F t5 U PI IC' ob Rafe a ra o tin al or o rce, an Thy, FL 33566 8.130 s Sep 15 2017 MRek Industries, Inc. Mon Feb 5 20:22:33 2018 Page 1 ID:75V7DnGc85aTgwUBsSnePTzgPeD-gcyBLz741AeQ9ghV9vSMFEPlfbb:Ig5Crldzwizo4WK -1-0-0 50-0 1'� SO-0 Scale -1:12.7 LOADING (PSI) SPACING- 2-0-0 CSL DEFL. 1n (loc) 'Bdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0.57 Ved(LL) -"3 2-0 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.'06 2-4 >909 180 BCLL 0.0 a Rep Stress [nor YES WB 0.00 Horz(CT) -0:00 3 'n/a n/a BC6L 10.0 Code FBC2017rrP12014 Matrix-P Weight 47 Us FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (@/size) 3=122/Mechanica1, 2=24710-3-8, 4=48/Mechanical 'Max Hoe 2=105(LC 8) Ma : Upfift 3=108(1_C 12), 2=153(LC 8) Max2arav 3=122(LC 1), 2=247(LC 1). 4=96(LC 3) FORCES. (ib) -Max. ComplMax. Ten. -All forces 250 (1b) or less e>coapt when shown. BRACRIG- TOP WORD Structural wood sheathing directly applied or5A-0 oc pgriins BOT CHORD 'Rigid ceiling directly applied or 10-0-0cc bracmg. NOTES. 1) Wmd: ASCE 7-10; Valt=460mph (3-seccnd gust) Vasd=124mph; TCDL=4;2psf, 8C0L=3.epsf, h=45f; Cat. II; Exp C; End., G'Cpi=9.f$ MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-4-13. Intedor{i) 2 4-13 to 4-11-4 xane;, an clever left and right exposed; end vertical left and right exposed;C-C for members and faces & MWFRS fcrreacGons shown; ILumberiDOL=1.601piale grip DOL=1.60 2) This buss hasbeen designed for a 10.0 psfbcRom chord five (load nonconlcOrrent with arty of erllveloads. 3) • Ibis truss hasbeen designed for a liveload of 20.0psf on the bottomdhord In ail areaswhere a 4ectangle346-0 tdn'by 2-W0 wide will Rbelween thebodom chard and any other members. 4)Refo1ogirder(S)for truss to truss connections. 5) PraMe mechanical connection (by Others) of truss to bearing plate capable ofwhhslanding 108 m Up11R at )otrit3 and 453'I1oupli t at joint 2. IN No 68182 =p S/ OF •O,`/1 lON A, E��• iaaW:lll Vert PE Na68182 LUTekgSA mFLCens634 691)4 P4rke Fa4 Blvd. Tampa R. 33610 Data: February 6,2018 AWARNIIrO•Vad& design parameters and READ NOTES ON TNIS AND HRXUVED IUREx REFERENCE PAGE!Wf Mee.. MWOYl fS 6EFORE USE Design mgd brew ord, 1N MITeM ooMedars. Tits tlesl9n is based ally upon Mameiem ehmm, aml Is trmadWaIbu➢dkg mmponenL net �I a bu+s system. Were use, thebulding designermustwnfy the app9cabidy ddesign paamtars and prapedy A2wpRata fits design loin the overafl bads g6e ign. BraWy b�dcatetl m to pavenl hvbAng of lntlMtlual bussw� aM/or chcad membwsaNy. Atld!tional lempaary amlipermMentbmcbg Isal+ers nMatl ` MiTek' for stabTb and to prevent whpse with possible personal!"sad p ,nry danaga. Forparerd gpldonoategaMin95'e Tadkatlon.s`maga, deCTery,areotlon antl brecingofWuvsaM buss sysNmssee ANSVTW1 paa11ryMtata,tlSe-a9 and eCSl SUUding Component Safaryinfarmadon amiable bom Truss Plate Insabne.2la N.4e Street t,lpre 31; AlaxaNda. VA2T310. E9Ddpake Eastehd. Tampa, FL 39e10 Job Truss Truss Type Oty Ply T13148500 40 7200_A 2CAR E14 Jack -Open 73 1 C. Job eferenca a do al lant sty, FL 33566 8.130 s Sep 152017 MTek Industries, Inc. Mon Feb 5 2022:33 2018 Page 1 ID:75V7DnGc85aTgwUBsSnePTzgPeD-geyBLz74IAe09ghV9vSmFEP4HbvTlg5Crldxwlzo4WK Scale -1.11.3 �I LOADING (psf) SPACING- 2-0-0 CSL DEFL. In got) I/de0 Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC '0.34 Verl(LL) -0.01 2-4 -999 240 MT20 244/790 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Ven(CT) -0.03 2-4 >999 180 BOLL 0.0 Rep Stress Ina YES We 0.00 Horz(CT) -0.00 3 We Iva BC6L 10.0 Code FBC20177TP12014 Matrix-P Weight 14lb FT=20% LUMBER - TOP CHORD 2x4SP'No.2 BOTCHORD 2x4SP:No.2 REACTIONS. (IblsIze) 3=98/Mechanimi.2=2171038, 4=40/Mecharvcat Max Hoe 2=91(LC 8) Max Uplift 3=88(LC 12), 2=143(LC8) Max Grav 3=98(LC 1). 2=217(LC 1), 4=79(LC 3) FORCES. (lb)-Max.CompJMax.Ten.-A6forces250(lb)ortessexceptwhen,,4i n.. BRACING - TOP CHORD Structural wood sheathing directly app d or 4-2-0 of Palms. BOT ORORD Rigid telling directly applied or IG-" oc bracirg. MOTES- 4) Wind: ASCE 7-10; V01t=160mph P-second gust) Vesd=124RO; TCDL=4.7.psg IBCOL=3!Dp9f; h=1511; COL II; F-V C; Ene7, GCpi=0.18; MWFRS,(envelepe) and C-C E derior(2) -1-0-0 to 2-4-13, Front) 244310 4-4-4 zone; canlileverileft and right exposed; end vertical left and Tight exposed;C-C for members and forces 5 MWFRS fdrreactions shown; Lumber'OOL=1:60 plate grip DCL=1.60 2) This truss has been designed for a 10.0 psfbottom chord rive bad nonconotvarttwilh any other Iive loads. 3) • This truss hasbeen designed for a five (cad of 20.0psf a1 fife bottom dfrord In a0 areas where a reclangle B,",te llby 2-DO vdde will fitbetween lhebottom chord and any ether members. 4) Refer to ghder(s) for truss to truss connections. '5) Provide mecharrical connection Oy olhers)of truss to bearing bate capdbla V afthstanding 86 lb uplift at)olnt3 and 143 lb uplift at joint 2. OPC UIN 111VF�''��'i \GENSFF�'.� No 68182 OF S , $�� %0 .ORIiQ •N.`� E0� ``�� JIT4quln Velez PE NOS8182 Walk USA. Inc R.Cert 6634 6904 Parka East Blvd, Tan AFL 33610 03te: FebMETY 6,2018 AWA 91(2-Verifydesign parametersend Mao NOTESOW TNISANOWMWEO fdTEKWEFERENCEPAGENlF7{TJrtv.YOrpLZ%58EPoRENSE. Dap va0d brine Only WIth Mireccarcclkrs rrris dasign Is based OKy upenends for an indWIduatbuMYq mnpaneeF,mt �I . VA system. Belem ass,thabu0dm) desynar mutt verly the apphabSiy of dcsgn Psa. rs and prepedy bv+'Apoiale Sirs design bb ore everaw bWbhng d-Wr eraGngbdlmletlb to paveN buddngofbtllvbualpussaebaraLadrep rya daoNy. lvlAllanal temporary aadpemanent brew Is MiTek' IsWcaUe.storageoreeery.andonandnraonOfmabsandlvussmtdk4uryendpmped'JSUTPge.Tvrgeneratguidanceregmd8 1 SshflYtlAr-mraege, deWery,erepeon end bretlng of trusxs eM puss systems,see ANSErIR1 pu91ry Criteria, DSBA9 mdetSl euOtltng Companept Sahrylnfonmatlen avalbble him Truss Ptah lrmwnt3.21e N.lse Street, Suit 312 nlexandda. VAZZ3r4. 6904Pmke EattBNd Tangia. FL 36610 Job Truss Tmss Type Cry Ply 40_1200 A_2CAR EJ7 Jack -Open 11 1 T13148501 R,anaR Ft,aam,.,n pt=,.r cm el as Job Reference (optional) -•� a.1JV S sea 1b 2011 MITex lndusmes, coo. Mon Feb 5 20:22:34 2018 Pagel ID:75V7DnGc85aTgwUBSSnePTzgPeD.BpWZZJBWUmHnpGhjcz?nSx8T?SDIHLL4yNVT8zo4WJ Scale: 3/4'=1' US = 7-04 Plate Offsets(XY)— 2:0-0-2.Edcel LOADING last) TCLL 20.0 TCDL 7.0 SPACING- Plate Grip OOL LumberDOL 2-0.0 1.25 1.25 CSL TC 0.83 BC 0.55 DEFL. in Vert(LL) 0.13 Vert(CT) -0.21 floc) Well Ud 2-4 -622 240 2-4 >397 180 PLATES GRIP MT20 2441190 BOLL 0.0 ' BCDL 10.0 Rep Stress Incr YES Code FSC2017frP12014 WB 0.00 MatdxSH Horz(CT) .0.00 3 n/a We Weight: 23lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD BOT CHORD Structural wood sheaming directly applied or5-l-0 oo palms. Rigid ceiling directly applied w 10-0-0 oc bracing. REACTIONS. (lb/size) 3=1661Mechanical, 2=34a103-8, 4=81lMechanical Max Hoe 2=13SLC 8) Max Uplii t 3=135(LC 12), 2=179(LC 6), 4=1(LC 12) Max Gray 3--H6(1 C 1), 2=318(LC 1). 4=125(LC 3) FORCES. (lb) -Max. CompJMax.Ten. - All Forces 250 t1b) crfess except When shown. NOTES- 1) Wind: ASCE 7-10; Volt=460mph (3-second gust) Vasd=124MOh; TCDL=4 2pst BCCIL=3.Opsf; h=15R; Cat II: Exp C; End., GCpi=0.18; MWFRS (Smmbpe)and C-C Extedor[2)-1-0-0?o 2-0-13, Intedor(1) 24-13 to 6-11-4 zone; canfilever ieftwd right exposed; end vertical left end r gfht exposed;C-C for mombers and forces& MWFRS for reactions spawn; L mlberIDOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psfbottom Chord live Road nonconcorrent with any other live Ioads. 3) a This truss has been designed fora Ave Road of 20.Opsf= thelbottom &ard In all areas where a'rectengle &6-0 ta11 by.2a1-0 wide w0 fitbetween the bottom diord and any other members. 4) Rafer to girder(s) for truss to truss wrinedions. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13510 OR at joint 3, 1799buplift at joint 2-and t lb uplift at joint 4. ,:I, QUIN 1VF��,,,i E N No 68182 IZZ O'• S 1�7 �OF '1141 -1aapBin Ve�E PE Nail B2 M7ek1)S,k Ira. FLCeA 6634 8904 Puke Ea48h'0. Tampa FL 33610 Date; February 6,2018 WARNING-yedrydesrgn PanmeI. and READ NOTES CNTNLS AND INCLUDEDMRENREFERENCEPAOEMIr-747d #WW01a EEFOREVSE. rev. Dnigt vand mnnecta i. This design b based oral Uponyeraxeen Shown, And "ran InclMdaal bUild ng component not �� system. Before ase. Pebuadlg desgn>munv<dty fna apploabilityaldesign pammeten end pmpedy IncorporeteUb design Ytbtlte overal blike biddNgdesign. BachghrdkaWt0P prevent or A�tcralgamp¢grymnfingUte bradrq is re4vited W.gt MiTek- esvays aMae fa statigry and topreventcWapsa cSebI91ceva all"dfartliWe*damage. V posvbbgersonal'inlury erApivpertydamage. Forpeneml guldancarepaNNg the fabdugon,sloagq tleEvay. emptlgll and bYeCYrgof Wssas aid Wss sydtams,see ANSI RR1"ty Crlteda. DSBA and SCSI BUIding Component Safety lnformatbn avaDede rran Puv Rave hmhbde, 2ta N. Lee Street SUYs 312AkaaMda, VA 323t4. Z004 Paden East BAW. Tampa.F13661D Job Truss Truss Type Oly Ply Tt3148502 401200_A_2CAR GR1 Hip Girder 1 1 Jah aference o Qonal """"""""""""'• """"'"T•""""" C.lausSep TDZuit MIleKinausmes,lnc. Mon Feb 5 2U:22:35 2018 Paget ID:75V7DnGc85aTgwUBsSnePTzgPeD-4BdJ?9y250?07O4rl?TstIRRpoKVlg8XGscXOzo4WH 1-0- 7-0-0 10-10-15 1411-00 1g-0-B 23-1-0 27-0A 34-0-0 $-0 -0-0 7-0-0 3-10-15 40.11 4-0-11 4-0-11 310.16 7-0.0 1.0-0 • Scale - 1:58.6 NAILED NAILED NAILED NAILED NAILED Special Sx14MT20HS % _ 8x14MT20HS C 4.00 12 Special NAILED -2x4--_OLEO axe NAILED -2x4 II 7x10 WB =3x6 = NAILED 502 = 11 22 16 23 15 24 14 25 13 25 12 Sx12 = 2x4 'I 8x14 MT20HS = a4 II Bx14 MT20HS = Sz8 = NAILED 2x4 II Special NAILED NAILED NAILED NAILED NAILED Special NAKED NAILED NAILED LOADING (psf) TCLL 20.0 TCDL 7.b BCLL 0.0 BCOL 10.0 SPACING- 2-0.0 Plate Grip BOIL 1.26 Lum6erDOL 1.26 Rep Sbess Ina NO Code FBC2017/TPI2014 C51. TC 0.92 BC 0.69 %B 13.64 MatrixSH DEf in (too) Well Ud Vert(U.) 0.97 14-15 �418 240 Vert(CT) A.331445 >M 180 Harz(OT) 020 10 Na T)a PLATES MT20 MT20HS Weight 200'41) GRIP 2441190 1871143 FT=209'a LUMBER. BRAC0IG TOP CHORD 2x4 SP M 31 •Fxcepl' TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc purlins. 3-7,7-9:24SP No.2 SOT 014ORD Rigid carting directly applied or4-23'Do, bracing. SOTCHORD 2x6 SP M 26 WEBS 2x4 SP No,3 "Excepr 3-16.5-16.5-14.8-14.9-13: 2c4 SP No.2 OTHERS 20 SP No.3 REACTIONS. (Ib/s¢e) 2=2621, 0 -8, 40=2644/038 MaxHorz 2=48QLC'8) Max Uplift 2=1453@LC 4), 10=1454(LC5) FORCES. (lb)-Max.Oornp Max.Tan.-M forces 250(b)oriless except when shovm. TOP CHORD 23=T51914021, 34=9352/5066, 43=935115064, 54i=10523/5673, E-8=1052315673, 69=-94185106, 9-10�7513/4019 BOTCHORD 2-17=377E17087, 46-47=3756/7048, 45-46=3653/18642,14-05=-%53110642, 13-14=497519416, 12-43=3708/7044, 10-42=3722/7082 WEBS 3-17=2371618, 3-16=145012762, 4-96=480/385, 5-16=-18021801, 5-15=-24/374, 6-14=410M2126-44�674f1294,8-13=-9956/723,9-13=4499I264D, 9-12=-2231601 NOTES- ♦`1111111111111j�I ♦♦♦ �pUIN V 1) Unbalanced rodlive loads have been,considered for this -design. �O •GEN•. 2) VAnd: ASCE 7-113; VuR=160nph (3-second gust) Vasd=124mplh; PC1L=42pst BCDL=3.Opa . h=iSR; Cal. II: EStp C, End_ `♦♦ ♦♦ •` V� `SF••, GCpl=0.98; MWFRS (envebpe); cantilever left and Odd exposed , end vertical left and right exposed: Lumber DOL=1.60 plategrip ND 68182 DGL=1.60 3) Provide adequate drainage lopreverit walerponding. 4) All plates are N1T20 plates unless o0lervnse indicated. I / 5) This buss has bdesigned for desigfor a 10.0 psTbottom chord live Road noieoncuner"th any other Eve loads. , ��; '` - 2 � 6) This buss has been deelmd for a hve4oad of 20.Opsf m the bottom Chad in atl areas where a tedangie aJBJO tatl43y2.M wide will Fit between Ore bottom Khordand any other members.=• ST' x(OF :�ft/ 7) Provide merbarnczl conneo5m1(by athers) of truss to bearing capable of withstanding 14531b uplift 2and 44541b A, I%ale at)oint aclifl �T••, OP: \�1♦♦♦ �i atyoiN Ia. i� R ,,7�S/S1�NA�-�?�♦♦♦ 9)Harlger(s)oroticercomheo5ah devioe(s) hall be provided Sufficient to support coneentraled load(s) 161 b down and 168 tb by at 7-OA, 164 Ib down 1681b 7j11I1l] and and ap al 27-0-0 on top chord, and 449'bdovm and 284 b up at 7-0-0, and 449 ib dw.al and 284 lb 111111♦ upal 26-11d on bottom chard. The design/selection ofsuchconnection'devlee(s) Is the rasponsb3ityolothers. Joaquin Ve'kz PE N163182 10) In the LOAD CASE(S) section. loads applied to the face ofl he truss arenoted as front (F) or back (9). Weir US,L hie. FL Carl 604 LOAD CASE(S) Standard 69M Parka East Blvd. Tampa FL 33610 Oath: February 63,2018 �WARNIND.YerilydeslgnPxametenand READ NOTES ON THIS AND INCLUDED RREK REFERENCEPADe M11J4TJ re, fW0 xXtrS VVAORE USE. Lesynvalid bruse mrty u4N WTxR'Dwnnxbls. TNs design IS bmetlgl�' uponryammMeT Shown, end IS fordo bffiaduAbu3dhgwnpmlenl m! BUh1RUST.IMbeemOpwbnA'mUS[Veflnde9PpgGabg$y Urd DrOperiT bleRpp3VJ 1d5da9 gn Sd06,e Q'e(d1 or.Da'dmemmld bulAhlidtid9. buEd119des1gn.. BacLg 11Atoakd "s to plevmt bucidn9 ofbdMdud 4asswdbmM/arrinN members enty. Ad4Sena1 kmpoRrymdpmmmergbRdrq MiTek' is eMzys rm3dred rars�tlFry aMhpnnentmllapsewiai poss0lepenroiwl injury enB pRpedydamage. FagemRl guMmrmeRgaMpg tiR fabdralbn. almage.debfmy. mec5oieMbRdngW trussn mM trussryskma, eee AN6UTR1 pYa11ryCdtarla, OSBa9eM BRIBYxdllg Cwnpanont SaNtylnlarmalbn eva3ablabom T1u59 Rate hstAde, 218 N.Ine Street, SW.o 312.Aiaxen4da. VA 22314. 6904 ParkD EaslaNd Tmripa.'FL 36610 Job Truss Truss Type Dty pty 40 1200 A_2CgR GR1 HID Giber 1 1 T13148502 �Referenm clant Cl FL 33566 o do a ll y 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Feb 5 20:22:36 2018 Page 2 ID:75V7DnGc85aTgwUBsSnePTzgPeD.4BdJ_?9y250?07G4r14Tst1RRpoKVIgeXGscXDzo4WH LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1�3=54, 3-9=-54, 9-11=-54, 2-10=20 Concentrated Loads (lb) Vert: 3=112(F) 7=-112(F) 9=-1 12(F) 17=449(F) 16=.61(F) 4=-112(F) 5=112(F)15=-61(F)14=61(F) 6=-112(F) 8=-112(F)13=-61(F)12=-449(F)18=-112(F) 19=-112(F) 20=-112(F) 21=-112(F) 22=-61(F) 23=-61(F) 24=61(F) 25=61(F) 26=61(F) A{VARNMO-Vediydr ignponmele dREADNOTES ONTHIS ANDINOLWEp MrEKREFEREIPO6 PA0E NH-]dll eev. WOI2p(SBEFOREVSE. DMIO valid foruseonywilb MTeMca;mectors. Tbb McIgn Is based only uponparameten sbo M end is branlnAvltlual bugding component not a loss system. fief.. use. Else bu0dng dWgne ne-Moarlfy Nv app11caLlriy.1d.si, pasamete a Vndpropady pmapmap 1,6 design into tl,e oversA ti,ildingdesfgn eradng Indtpted N b prevaN dmkGng of Ndlvdual buss web enOrerJ,ad members ansy, AtlBtional trmpbrmysmtl pennanentbre6ng Is MiTek' wM possiblepersonal e..s erN p,opedy damage. Porgenealde. VSS s Ibe eluays,e4uiradfinebrow. Modes andW -bV0 ; dB ratskaIans,, SMI e. tleWery,ft. la,holittrussas N. Lee S systems.sae ApSIRP110uaiityLdtmla,OSBS9 and BC3l augding Companmt Sdelylntmmatlon avagaWe from Truss Plate 1nsdMv, 219 N. Lea Street SURe 312 Akzendda. VA22314. d TMaPalm 3s6u, Tampa.IB. 3WIg Job Truss Truss Type pry Ply T13148503 40_1200 A_2CAR GR2 GABLE 1 1 �JobRefamncefciyflonall uunaers vustsourca. Plant ury, PL Ujtbfi 8.130 s Sap 152017 MTek Industries, Inc. Mon Feb 5 20:22:39 2018 Paget ID.75V70nGc85aTgwUBsSnePTzgPeD-VmJScOCTL00Ztb9M/AZAW12aOni0Pw4DE4G8Lio4WE 4- 4 54-12 9i-12 243 3.11< 4-104 1 54-2 -0-0 4.00 r12 4x6 = T 5x8 C 9 3x4 3x4 6 NAILED 5 NAILED 60 4 3 2 wX 3x6 = 52 53 54 21 55 56 20 57 19 18 58 4%IO MT20HS = 3x4 = NAILED 3x6 = NAILED NAILED NAILED 410 MT20HS= _ 5x8 _ J17 = 3x4 NAILED NAILED NAILED NAILED 3x6 = NAILED Scale:3/1611' 3x4 9 3x4 NAILED 10 3x4 -NAILED 181 31 12 = 5x8 = D 13 14 !g XXXX 3x4 = 59 60 1561 fit 3x4 = 16 NAILED NAILED NAILED NAILED M1 2344 Hilla- 4 9Aa 1e44 to 3 20.5-7 2931d 9i-OD &10.14 &ta 2A4 0.h 1 1-11.7 -0 444 582 14413 Plate Offsets OCY)- [8:0-0-10,0-05], [22:0-2-10,0-1-121. [22:OS0,0-2-01, [25:0-D-9,0-1-121, [25:0-3-0,0-2-0], [29:0-0-11,0-1-12], (29:0-2-8,0-2A1, [31;0.1-0,0-2-01,142:0-2-0 LOADING (psD SPACING- 2-0-0 C51. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.18 2-21 >999 240 MT20 2441190 TODL 7.0 Lumber DOL 125 BC 0.86 Vert(CT) -0.35 2-21 -658 180 MT20MS 1871143 BCLL 0.0 Rep Stress Ina NO WB 0.62 Hoa(CT) 0.02 13 rlla via BCDL 10.0 Cade FBC2017fTP12014 fdlalrbcSH Weight 2341b FT=20% LUMBER- BRACING. TOP CHORD 20 SP No.2 TOP CHORD GOT CHORD 2x4 SP'No.2*Except• BOTOHORD 2.20:2x4 SP No.t JOINTS WEBS 2x4 SP No.3 OTHERS 20 SP No-3 REACTIONS. Aflbeadngs4-3-Oexceptot4mglh)2=034,1343E. (lb) -'Max Harz 2=109(LC 27) Max Uplift Alluplift1001barlessatlomt(s)except2=372(LG4),17=668(LC4), 16=-238(LC 9), 13=232(1_C 5) Max'Grev ANreactions2501borlessatjoinl(s)except2=731(LC19),17=1645(LC 1). 17=1645(LC 1), 16=556(LC20), 16=368(LC 1).13=361(LC•20) FORCES. (lb) -Max. GorrpJMax.Ten. - Ali fames250(Ib)aless excaptwben shown. TOP CHORD 23=-1443/655, 34=-961/374, 4-6=792i241, 6.7=135i365, 7-8=-1031342, 8-9=342f911,9-11=-241/674,12-13=435@45 GOT CHORD 2-21=-669/1334,19-21=-245/601, 17-19=-7041372, 16-17=41=70, 15-16=96f278, 13-15=1731371 WEBS 4-22=-296f287,22-23=-6261498,21-23=426/372,21-24=d63f752,6-24=-5501743, 6-25=829)435,19-25=-861/454. 19-26=3951202,7-26=J95202, 49-27=-45aro205, 8.27=-441/i187,17-28=.1401/547,8-28=.1401/547, 17-29=320Po'68,'9.29=334/179, 16-W0 1581253, 930-1581253, 1631=772MIAI, E131=-M460, 1S32=0/343, 1132=01343, 3-22=-0211290, 23-24=2631169,1232=367R97 Stractumlwood sheathingdiTe tlyapadisdw4-4-12ocpwfns. (Rigid ceiling directly applied w8-0-0 ocbradng. 1 Braceat 3t(s): 25,29 HOTES- 1) Unbalanced roof!live loadsbave been considered for this design. 2) Wind: ASCE 7-10; VuR=460MPh (3-second gust) Vasd=124mph; TGDL=42p,Ft IBCDL=3:OpsF, h=15N GaL II; Exp C; End., GCpi=0.18; MWFRS (envelope); canfilevw leftandgdghi exposed; wsd vedical lleft and right exposed; Lumber DOL=1.801dale grip DOL=1.60 3) Truss designed for wind loads in the plane ofgm hm only. la vrind (normal tofieface). see Standard Industry Gable End Detalls as applicable, or censull qualified building deagneras per ANSIITPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 uMess o6henvise indicated. 6) Gable studs spaced at 2-0-0 cc. 7) This truss has been designed for a 10.0 psf bottom lard live load rrohwncurlell Viliany other live loads. 8) • This truss has been designed for a five load of 2MOpsf on the bottom chord in a0 areas where a rectangle 34-0 tall by 2-0-0 wide will fit between fie bottom Chord and any other members. 9) Protile meahaniaal connection (by others) of truss to beating plate capable of withstanding 372 lb uplift at joint 2, 6684b uplift at joint 17.238 lb uplift at joint 16 and 232 lb uplift at Joint 13. end READ NOMSON TRISAND MCLU0MW VK'REFEREYCERAOENR44Amv. rNO3R015 BEFORE Use. `pTI QUIN VF�I-ve i No 68182 OF 1 4 �Clb Joaquin Ve@2PB ND.88182 NDEk BSA, IM FL Can 5634 BWA Parke Fast BNB Tampa R. 33610 Date: FebrDaTjr "6,2018 Itess systemssae AMIrPN Quality odious, DS849 and BCSI'BundlnO Component Lea SheeL Suite 312, Alexmidda. VA 2aI4. WOW T.M.dm Eeltehd. Tana.R 3661a Job Truss Truss Type City Ply T73148503 401200A 2CAR GR2 GABLE 1 1 ,��_ _ f, _°�_ �� _-�, �� __-__ Job Reference (optional) n rnewou.w, .,anr Cary, FL 33566 8.130 s Sep 152017 M7ek Industries, Inc. Mon Feb 5 20:22:39 2018 Paget ID:75VTDnGc85aTg W U BsSnePTzgPeD-VmJSCCCrL0OZIbDfWAZAUV2a0nKiPw4DE4G8Lw4 W E NOTES- 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAQCASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Unlfom Loads (plo Vert 1-7=54, 7-14=54, 2-13=-20 Concentrated Loads (Ib) Vert 21=.20(8)19=20(13) 3=80(B) 12=.60(B) 50=44(B) 51=44(B) 52=-14(B) 53=20(B) 54=.20(B) 55=20(13) 56=-20(8) 57=20(13) 58=20(B) 59=-20(B) 60=-20(B) 61=-20(B) 62=14(0) ®WAFN/NG-Verily d<sigr+paramelm arttl BEAp NpTESVNTNIS AND WCLUGEDWO(PEFERENCEPAGEM&IrM] v, 10VO fSHENHEUSE. DedgnvaBd rpruse any Men MTekbcmmectaa. The design is based only upenperamatm shown, and Is bran WiVidual budding wmpcnest nmt a tpxssyslem. Sekre use. Nebulding designer must vedy he app'cabUty Wdesign paramalen end prcptnt&oarpmtp thiadeslgn law the overall vrePvreanVtadiCtldontelaltae,m pesp4bvBAhdTycauptlscaEWnwgisdasafepNavdasrcsmitllbleueuanlsusssoyanstawadirnsaju.srysmdabNG.yFu. rBresugttlbNrednCgw EfiSsa mersaglaleoArllttlyd atiaMpdonvtgnbaeeonrd pwmipdemrye rticlr abefrshdsvtmeyaghYi'osndnlaroe,as�dmgtaoiarre.atlgdBoernba. titsoonptsehreN DpSoBre8ryeaMnddpUeCrmSaI poM avUlbl-mTuM-t-uMe,218N.LeeSetbs312AeadrleVA22314. N° TMaapT..eFkek at10oNd Job Truss Truss Type Oty Ply T13148504 40_1200 A_20AR H1 Hip 1 1 Job Reference (national) oonyeis nu,suutw. riauwny, ruaooa 8.130 S Sep 152017 MTek Industries, Inc. Mon Feb 52022.40 2018 Page l ID:75V7OnGc85aTgwUBsSnePTzgPeD-zztgpMCT6KWQVkkr4t4PijBD9Q5ZRnsEStgpgozo4WD 11_4 4-10-14 9-0.0 1 1T-0A 25-0.0 29-1-2 1 340-0 �SOq 14).0 4.10-14 4-1-2 80-0 8-0-0 4-1-2 4-1044 1-00 5x6 = 4.00 12 2.4 II 5 18 5x6 = Scale =1:58.6 3x8 = 14 13 1z 11 10 3x8 = 3x4 = 4x6 = 3x8 = 44 = 3M LOADING (pan TCLL 20.0 TCOL 7.0 BCLL UJI SCOL 10.0 SPACING- 2-0-0 Plato Grip DOL 1.25 Lumber'DOL 1.25 Rep Stress lncr YES Code FBC20175PI2014 CSI. TC 0.56 BC 0.99 WE 0.96 MahixSH DEFL, Vert(LL) Ved(CT) 14=(CT) in (ioc) Udell Lrd 0.39 12 >999 240 -0.6212-14 >652 too 0.16 8 We We PLATES GRIP MT20 2441190 Weight: 155 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No2 `Except TOP CHORD Structural wood sheathing directly applied or 2-105 oc purrins. 4-6: 2x4 SP M 31 BOT CHORD Rigid calTmg directly applied or 2-2,0 cc bracing. BOT CHORD 2x4 SP No2 WEBS 2l4 SP No.3 REACTIONS fbtsize) 2=130910-3.8, 8=1309103-8 Max Herz 2=61(LC 12) Max Uplift 2=64%LC 6). 8=E48(LC 9) FORCES, 11b) -Max. CompPMax. Ten. -.AN forces250 (Ib) orIess except when shown. TOP C 40RD 2-3=-3226r2305, 3d=293612025, 45=-35902533, 5-6=35902533, 6-7=.29382025, 75=3226Y2305 BOT ORORD 2-14-240413017, 42-14=-174e2742,10-12=-17512742, 8-10=-2109F3017 WEBS 3-14>Z861378, 4-14=86)390, 4-12=67111042, 5-12=493/500, 6-12=67111P42, 640=-861390, 7-10=2861378 NOTES - I) Unbalanced tradiive toads'lave been considered for this design. 2) Wfmd:ASOE 7-10; Vd4-460agh(3second Vasd=124m11h, TCDL=4.2psf,,BCDL=3.0psC h=15ft;'Gat r1� "u+N a111 gust) 11;'iEV C; End], GCpi=0 38; MWFRS (enve1gpe) end C-C Exterior(2) -1-M to 2-4-13, Interior(l) 2-4-13 to 9-0-0, IExtenor(2)9-0-0 to 29-9-11, %-,A� ` 7 ♦ Q InteAor(i)Z9 9-1 I to 35-0 0 zore;%anbleve0eftand right exposed ; end vartiml left andetght exposed;C-C forenerribers•and'forms ` ��4 •�C E N •• ��''�� & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 S plate grip 3) Provide adequate dra)nme7e to prevent waterlponding. 4) This truss has been designed for a 10:0 pefroobw chord live load nanconcurrent with any Other live Needs. � � �l`••• .� NO 68182 ••� 5) • TheImss has been designed for a live Road of 20.0psf on theboftomohord in dN areas where a:redtangle3-'6+Ob ill by 237A wide � it ; will i tbeiween lhebottom chord and any other members. _ ; t -� 6) Provideraecharrical connection jby others) df truss to bearing plate capable of withstanding 648lb tolit atjomt 2 and 648 Ib uplift at - O ; I - 0 : C� joint8. � ; Sf OF W� *41 'a F'• t p Ito; Joaquin VYU PE N0,68182 MiTek llSI, NIP FLOM ii634 69M Parke Faa%4 Tampa R. 33610 Dale February 6,2016 ®WARMING. Vwn deaiga parameters and READ NOTES ON THISAND INCLUDED NITEKREFERENCEYAGEIHB-74A rev. 0=0158EFGREeSE Oesgnvalidfarusa oNy �v81 ALTela6 wnroc[ors. Thhdesign Is based artly upon parametersshown, andlsfuranhl@Aduafl dhg mnuoneht. rot �■ iwbass sysblm aebreasa. MebWdhr9 dasignar murtveiify the appnrSOSry oltlaign parametersantl propeM Ncorporate E+k de5gn bb Fha overzt wck5ng ` Adhgtlesign. 9racAgiirt atad'sloprevent ormNVldual trvssweb arglor Nord members oNy. Arlutianal temporary mMperaranm+t bracing MiTek" rs dways re4uirztl for slatriry and ln!prevaK. oaTapse with poss3le¢Wsonai inryryand pmpeny damage. Far genera guldeam rtgartlhq My fa�yon.s!agba daGlla0eredi Trom PlacM1gWW. 218 N. eSteet Soft see AN8VA=11a11WCdterraDsa-39 antlaC6tauiltling Component SMery Infarmatbn available from Trvsa Plate NstibAe, 21a N.l.ee Streetauae 312. Alexandria VA z2316. eerapa. eEestaNd. Tampa, FL 56610 Job Truss Truss Type Qty pia. 40 1200 A 2CAR H2 Hip 1 1 T13146505 o..aw,..� c.�.c,..,...e ei......-.,..., 1-- Job Reference loptionall 6.lw s aep to zu1r mi I eK 5-10-14 5.1-2 6-0-0 16-0-0 5-1.2 4 00 5x6 = 20 II 5x6 = Mon Feb 5 20:22:41 2018 scale =1:58.6 14 ,., 12 u m 3x8 2x4 II 3x4 = 4x6 = Us = 41 = 3x4 = 2.4 11 LOADING (psi) TCLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumberl)OL 1.25 Rep Stress Incr YES Code FBC2017ITPI2014 CSI. TIC 0.65 SC 0.86 WE 0.34 MabrmSH OEFL Vert(LL) Ver-ACT) Rcrc(CT) in Poo) Vden Ud 0.34 13 >999 240 -0.5413-15 >746 180 0.16 8 No We PLATES rAUP MT20 2441190 Weight: 1621b FT=201b LUMBER- 13RA'CN1G. TOPClORD 2x4 SP No.2 TOP 014ORD Structrnal woodaheathing directly applied or 2-85 DO panins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid calling directly applied or 4-0-13 oc bracing. WEBS 2x4 SP No.3 REA=CNS. (Iblsize) 2=130910-3-8, 8=1309103-8 'MaxHorz 2=73(LC 42) NlarUplift 2=640(LC 8), B=640(LC 9) FORCES, (Ib)-MUax.CompAAax. Ten. -All forces. 250(Ib)orlessexceptWhenshown. TOP CHORD 23=325312236, 3-4=2698/1906, 45=2892/2092, 5-6=-28WnCO2, 6-7=269811906, 7-8=-32_5,W236 BOT O}IORD2-16=2036/3028,15-46=203613028,13-15=159WS02, 14-13=159912502 10-11=2040(3028, 8-10=-204013028 WEBS 115=-5611468, 4-15=-1521372.4-13=3571599, 5-13=3W375, 6-13=357699, '6-11=-1521372, 741 �5611468 MOTES- 1}UrlbaWncedsooflive toadshave been considered for this design. 2) Wmd ASCE 7-1'0; VtiT" Werph (3second.gust) Vasd=124mph; TCDL=4,2psf; @CDL=3:Opsf;'h=d5fl CaLil;' C; End]., GCpi D 4B MWFRS (anvelope) and C-C Exterior(2) -1-D-0 to 2-4-13, Interior(l) 2d-13 to 11434), FEAadar(2) I1-0-0'to 28-1-2, 1 `` k11111111+417' UN tnbx1cr(4)784-2 to 35-0-0zone; candleverleft and right exposed; end vereaat4eq and sight exposed;C=C for members and -forces& Cat MWFRSTorreacGonsshawn; Lumber OOL=4.60 plate grip DOL=1.60 IN a- �� ,••�,Y 3) Provide adequate drainage to prevent watenpondfng. 4) This duss has been designed for a 10.0 psfbadom chord Me load nonconcurnmt with any other Trvelleads. No 6B 162 •�*� 5}"This truss has been designed fora livedoad of20:Opsf on the bottom chord in all areas where asedangle35-0 tab by 2-0-0 wide *; v Eritbdween the bottom chord and any other members. 6) Provide mechanical connediom(by others) of truss to bearing plate capable of withstanding 640 Ile ioilt at joint 2 and 640 lb uplift at -D CC1 joint a- OF tt7; O ; �L O Ft10 P : N�>�: S 30zvin vaIaz PE NaZil182 ?d)IEk BSA, lnc. FL Ca16634 6904 Parke East RK Tampa R. 33610 Dais February 6,2018 ®WAANIRG�VerNydeelgnpaia.do. and READ NOTES ON MS AND rNCLUDEO!lITEKREFFRENCEAAGEMA- Oev. Y VQWM BEFORE USE Deign valid roc use oNywiBiMTd� mra eW-'. Thls design h based pNyupw paramebrs tern an and p roran hpvidu N d ep c fmpvnent b ldingdslam.Beromuse, NabuSdug designer must vxriry Ne apprirabairy afdesign parameters antl pmpedy Aoorpmana ENa dasynhb me overa� W1dNgdestgn. eredng indimkd®to prevent Wckrmg of Ndlvidual truss wdlmM/ordemimembersoMy. Addp`onal temporary aMpermanent bracing MiTek' Ism ays regukM fmslaGGryandbpm�ent elapse wdh possible personaliMuiy andprppedy damages Forgemar�gUimrcettgaNing me rabdcation,.#.m'age,delNery,exrLon end brecRg of Wsses eM husssyxtems, sea ANSIrPP410ua9ny Mtala,D38-99 and 8CBr Boildrng Campment 69OS pako Ea48Nd. Satetylnfo�anadan evalaMe kom Truss Plata rnsdMe. 21a N. Lea Sheet S�Re 312.Akxandda, VA iLi14. Tampa. n 366tO Job Truss Truss Type Qty Ply 40_1200 A_ 2CAR H3 Hip 1 1 T13148506 Suiblem FlrstSource. Plnnt GiN FI asssR Job Refers ce (optional) 6-1(M4 Sx8 = 8.130 s Sep 15 2017 MITek Industries, Inc. Mon Feb 5 20:22:42 2018 Page 1 5x6 = SA-2 Scale =1:58.6 _ a _ 2x4 11 314 =3x4 3x8 = 2x4 II Sze US = b 6 d LOADING (psf) TOLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress In" YES Code FBC20171TP12014 CSI. TC 0.77 13C 0.93 W8 0.55 MabixSH DEFL. in goo) 11de8 Lid Vert(-L) 0.26 11-13 >999 240 Verl(CT)-0.5611-13 >729 180 Herz(CT) 0.15 7 n/a n1a PLATES GRIP MUD 2441400 Weight 156lb FT=209f. LUMBER- BRACING. TOP CHORD 2x4 SP No.2 -Except. TOP CHORD Structural wood sheathing directly applied or2m2-bmpar161s. 45:2x4 SO M 31 BOP CHORD (Rigid ceiling directly applied m2 M oc bracing. BOT CHORD 2x4SP No.2 WEBS 1Row at micipt 4-11 WEBS 2x4 SP No.3 REACTIONS. (iblsize) 2=130910-38, 7=1309103A Max Horz 2=85(LC 12) Max Uplift 2=630(LC 8). 7=ffi30(LC:9) FORCES. (lb)-Max.'CompJMax.Ten.-AAforces250•(Ib)oriessexce4)h+benshown. TOP CHORD .23=320112149, 34=25D8)IT62, 45==231511736, 5E=2509117162,'6-7=-320(12149 BOT'CHORD 2-14=194312974,1314=194IW974, 11-13=143672314,9-11=494812974, 7-9=-194812974 WEBS - 3-53=702J539, 413=-1531477, 5-1 i=1571477, 6-11=.701538 NOTES. I) Unbaiancedvoofilive loadsbavebeen oensideredlwthisdeslgn 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd 124mph; TCDL=42psi, IBCDL=3.Opsf; h=lSft; raL II;IEX C; Encl., ar0f1 ; MW (envelope)andExl to24-13, Interior(1) 24-43'to IMA ExteTdg2)13-0-0 M 25=9-1'1, end 111111 I II 9rde tlRc canilC eE R ri h O & 9 posed and verfinkleft and fight exposed;C-C fonmembers:and forces ��OXXX II P,Q VFW lirr 8'MWPRSItor reac6onsshom,'bu tuber OCL=1.60;plale grip bOL=1.60 `�� •' BEN ' �� ri 3)PmvAdeadequatethalnagetopreveMt lerpondiM �� \ .5�:•.• r� 4) Thistun hasbeen designed for 19.0 psfbodomdhord fivetuad rweeneOrrerft with any other Iiveloads. � -5)- TM54nlss hasbeen designed fora five load of 2"p ion fheboRomdhardm all areas whare'alrecitangle3z"tall by 2;OJO wide NO 68182 •� All Htbelween Rte bottom chord and any other members. * ,* % 6) Provide mlecherical connection (by others) of truss to beading Plate capable of withstanding 630 lbvprmatjolnt2 and 630 No tpfdt at Joint T. �7 +5S OF : ZU: . ��t7 rrrr �S A \ p • �� %� 111110N Al- S .N`k Juagtim Vaa? PE Ne86182 WIN ASA, 4r- R. Can 6534 6904 Pafke Eat MA Tampa R. 33640 Data Febmary''6,2018 WARNING- Verbydnren panmefem end READ NOTES ON r All MCLUOED ICITEK REFERENCE'PAOEMR-]1TJ m. 10VO 015BEFOREUSE. Oes pwfid forme anNv4N'MmaM=nneclara.Thtdslgn h based only tryonleramdas simrm. andis foran N8lvldualburdng component not 4busssystem. Berme use. Nabu11dkgdesignermustvedrythe MpambiayoldsIgn parameters Intl M,ff,lnrnm ,Eris design hNxNe ovema ■ ` bWdmgdespn. Bradyindicated htopmvmt bucking orbdNdu17 busseati wM/ortlxrdmembae anN.rg..auiuldenceTJaWyeithe 'tincon' tle. Mipe fealmUce.I!cn dekveq.andlopadbr sing or r uoss and"srsonannl. sus gopeANS11TI'ForyCifteguHanwre and BSI faCrimGan,sbrage. aeGvary. erlc5on end bracmgartruzsas mHbvza sysbins,see ANSaTR1'Oual Cdtada,05B-89 and8Cel Building Component SMerylnbrmatlOn available hoar Truss Plat hsUNte. 218 N. Lne SbeaL Suke 3la. AlexaM0a VA 22314� Tanya F!L 36610� T13148507 4.00 12 5x6 = 5x6 = Scale=1:59.6 3x8 = '" " a 11 _ 2x4 II 3x4 =3x6 = 3x4 = 4x6 2.4 11 US LOADING (psf) TCLL 20.0 TOOL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip OOL 1.25 LemberDOL 125 Rep Stress ?nor YES Code FBC2017/rP12014 CSI, TC 0.93 BC 0.99 WB 0.31 MatnxSH DEFL. Vert(LL) Vert(CT) Horz(CT) In Qoc) Udell Lid -0.44 11-13 a920 2413 -0.6711-13 >599 180 0.16 9 Na n/a PLATES GRIP MT20 244/190 Weight 153f0 FT=2O% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 •Excepl• TOP CHORD Structural wood sheathing direly applied. 5-6:2x6 SP No2 BOT CHORD Rigid ceiirgdirectlyapptiedor2-0-0oc'Sracing, Etrcept SOT CHORD 2x4 SP No.2 5-2-2 ac bnaci g:13-15. WEBS 2x4 SP No.3 WEBS 1Row at micipt 3-15.8-43 REACTIONS. Qb/size) 2=1309/0-3-0,9=1309A3.8 Max HOrz 2=96(L012) Max UpIdt 2=618(LC 8), 9=-618(LC9) FORCES (lb) -Max. CornpJMax. Ten. -A8 forces 250 (b) Mess except When shown. TOP CHORD 2-3=3154/2069, 35=2288f1599, "=-2096/1564, 6-8=-2288I1599, 8-9=315412069 BOT CHORD 2-16=1859/2926, 15-16=18592926, 13-15=1237/2096, ft-13=186612926. 9-11=-18662926 WEBS 3-16=01326, 3-05=9821668, 5-15=-205/440, 6-13=2051440, 8-13=49821868, 8-11=01326 NOTES- 1) Unbalanced roof five bads have been considered lorUs design. 2) Wind: ASCE 7-10; Vult=1 SOmph (3second gust) Vasd=124m11h; TCDL=4.2psl, (BCDL=3:Opsf, h=15% Cat II; Exp C; End, GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) -140-D to 2d-13, Interbr(1)'24-13-to 154-0, Extedor(2)15-M M 1947-0, 11U 11 181 111� lntedor(i) 23-9-11 to 35-M zone; cantleverleft and right exposed ; end vertical left and night expoasd;C-C formernbers and fonxs & MWFRS for reactions shovm; Lumber DOL=1.60 ylale:gdp DCL=1.6o `111 ` I� �� P,Q F ......... 3) Provide dratnageio NS'�:•? �� adequate prevent waterpondiRg. �` •••�\G 4) This truss has been designed for a 10.0 psf bottom dived I?ve9oed nonconcunent with any other five loads. 5)` This truss has been designed for a Eve load of 20.0psf on the bottom dlord In a8 areas where a rectangle 3-8-0ball by 2-0-0 wide NO 68182 ••.* will fit between the bottom chord and any other members, wilh'BCDL=IG.Opsf. = * — 6) Provide mechanical cotnecton (by Others) of truss to bearing )fate capable of withstanding 618 It, LIAM at joint 2 and 648 Ib NPNt at joint 9. = — — �: ST ,Fl/OF <U: tL . 0 Ft % Nam. JaaGuin V>_a PE No fi81 B2 LUTak USL Ins. FL@R 66N 6904 Parke Eat 8h0. Tampa FL 33610 Datz February'6,2018 ivtnWNG-woydwh7nparaae andAEAO NOTES ON TNR ANOMCL=EaWex REFERENOE➢AGEMtI.7Mmv. /0/0Y10156EFOREIAE Dedgn"M rarusa G*Wtth Mflr x wnneclprs. ills design h basedaly upon param. mshown, and is bran Individual Mang conpanant. not •alruss system. aetweus.. Ne bulding designer must v"ia appaaab9@yar daslgn parameters and propefry Incagxnate fits deslga tr Me ovtnall �I bugdmpdesipn. Bredry NGcetedbtpllnvant bl<18ngpfbdtuqualhusswm andlortlmd membersaNsarg.hanal tempcn,ganlarmanmt Madnp is Maays required rarslabJy e� bpnrventrmlapse vipl possibe penxnalmjuryantlpopeMdamega. rw9enerA tryWann repard4q the MiTek' (abd0a5an,storage. daWery.erectlon and brarhg OlWssee aid buss systems,see ANSM11 Quality Crlteea, DS3419 and SCSI eullding Canpment Safely Inlamwtion avalbble ham buss pleb bs5tute.218 N. Lee Street Su:ta 3i2, Alexandria, VA 22314. 6904➢aka FaM aIW. Temps.F 36610 Jab Truss Trose Type py pty 40_1200 A_2CAR HA Diagonal Hip Girder 2 1 T73148508 B 110 F' tS u PI tC' FL"°�� Job a ce o Hona u, de Ire o rce. an Ity, I NAILED NAILED a.130 s Sep 15 2011 MTek Industries, Inc. Mon Feb 5 20:22,44 2018 2x4 II NAILED NAILED 7-0A4 8-0-74 9.10.1 Scale=1-21.2 LOADING (psU TCLL 20.0 TOOL 7.0 BOLL 0.0 - SCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LomberDOL 1.25 Rep Stress lncr NO Code FBC2017ITP12014 CSL TO 0.53 BC 0.88 WE 0.19 MatrixSH DEFL. in VMt(LL) -0.06 Vat(CT) -0,12 HorztCT) 0A7 Qoc) Well Ud 27 *99 240 2-7 -980 480 5 We We PLATES GRIP MT20 2441190 Weight 381b FT=20% LUMBER- BRAIMG- TOP CHORD 2x4 SP No2 TOPOHORD Structural wood sheathing directly y applied or oc purtns. BOT CHORD 2x4 SP N0.2 BOTCHORD id i Rig Cerigl9 direolly applied or 8ti10ccbraring. - bracing. WEBS 2x4 SP No.3 REACSIONS. (Ib/s¢e) 4=1BINlectaaniml, 2=437/0-4.9, 5=416/Mechanical Man Hom 2=137(LC 22) Max Upiftt 4=29(LC 22). 2=316(LC 4), 5=235(LC 8) Max Grav 4=25(LC 48), 2=437(LC 1). 5=416(LC 1) FORCES. (Ib) -Max. ComplMax. Ten. -All forces 250 (lb) Crises except When shown. TOP CHORD 2J=7511346 BOT CHORD 2-7=4031M157=4031686 WEBS 3-7=9l/4S5,3-6=-S111535 NOTES- 1) Wmd: ASCE 7-10; Vu1t--460mpi1(3secod gust) Vasd=124mph; TCOL=42pst,, BCDL=3.W, h=154;Cal, 11; Exp C; EndL GCpI=0.18: MWFRS (envelope); carihlever'left and right exposed ;'end vertical eft and ngbtexposed; LumbaDOL=1.60 plate grip DOL=izo uss ZJ This buss has been designed fora lO.O.psl�boftom chard liveCoaC nc�nconcurrentwith any other We loads. 3)•This �bass has been designed for a Welload of 20.Opsf on the bottom Chord in all areas where a Tedtangle MO call by 24M wide lip I111) �12 ,' F .1, �� 4F` 0,� will Rbetween the bottom dhord and.amy other members. ON ��'S...O E P715+�,.� 4) ReTorlD girder(s) for truss to floras comrections. ` � G i' 5) Ptovide mleChanical Cormeohon (by athers) of truss to beadngoate mpable of withstanding 29 Tb Uplift at joint 4, 346ID upl(ftatjoidt 2 and 2350buptiftaljob115. _ NO 68182 •'•�. 6)-NAILED-r.dioMes3-10d(0.1485c3joc2-12d(0.148'x325')toe-nals!per NDSguidlines #p 7) In the LOAD CASE(S) section, goads ap{lfied to 11he laceoffhe truss are noted as front (F) orback(8). — 1. — •h LOAD GA'SE(S) Standard c :.• S OF 1)Dead>Reef Live (balanced): Lumber9ncrease=1.25,PIale Increase=125 Unliorm Loads (Pit) _ _: �l!/� �O ". A` � .c'N %. , `, ��'(t`s -. O Ff 10 Concenbat d Loads (vort lb)3=Z0 , Q\`�� Vat 3=91(F=46, B=46) 7=39(F=-20, B=-20) 9=55(F=27, B27) Al Joazon Va'aui PE Na68182 %U70USA lrta FL fad 6634 6904 Parke East 13W.TampaEL U61a I)dte: February 6,2018 AWARNINO- VadiYerasrgnpzm .and HEAD NOTES ON TNIS AND INCLUDEDfllTbx REFERENCE PAOEMXTM rev. VWY2015 BSeVREUSE. Oes5pwrd bruse may wigr Wirek®wmeclars. mv's design Is based only upon pammehece sham, end is bran FdsMuali)oLdlrg amPpnent rea eusasystem. Betore Use. Nebddtq deslgnvmost v *O. appllosbiiyprdeslgn parameters and propeMlneapvak ft deep Ink Deoxral �Q ` tlmgtleslgn. Bmdng fi6eahsd is loPrewot buCdurg ofin W[doal busawab andlorchond members orgy. AddilbnA lempmary endpermsentlaaeg k aMaysrtwlrvJ brsbb'gihy and lopreventmgapse w'dn possRlepersonaliryrvyand pmpedydamaga. For generA puldanceregaNkg tlb MiTek' fabrigtipn, stsaga, derrvery,emtlbn and braJnp of trussasand Koss systems. we ANSUTPI1 Dua11tyCriteria. M49 and BCSl Bulydirg Component Safey klomrmlon eva0eble pvmh Truss Ptak rnsdtule, 219 N. Lee St eet Zues 312.A!exwdit VA M14. 6901 Parke EastBMt. Terra. FL M61D Job Truss Truss Type Oty pN 40_7200f1_2GAR HJ2 Diagonal Hip Girder 2 1 T13148509 Builders First3ource. Plant GIN. FL 33566 Job 13.feren. (notional) 6.139 s Sep 152017 MiTek Industries. Inc. Mon Feb 5 20:22:45 2018 Paget ID:75V7DnGc85aTgwUSsSnePTzgPeDJWgjt4GcxsBjcWcpsOgakmU54Ryz6G4zb9XaL7zo4W8 Scale=1:13.9 Tate Offsets X V -- 20-4-7 Ed e LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In (roc) I/deft Ud PLATES GRIP TCLL 20o Plate Grip DOL 1.25 TO OAS Vert(U-) -0.06 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Veri(CT) -0.08 2-4 >791 180 BOLL 0.0 Rep Stress lncr NO WB 0.00 Horz(CT) -"0 3 WE WE BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 2011) FT=20Me LUMBER. TOP CHORD 2x4 SP No-2 BOTCHORD 2x4SPNo.2 REACTIONS. (Ib/size) 3=136/Mechanical,2=261/D4-9,4=431Mechanical Max Horz 2-90(LC 4) Max Uplift 3=-116(LC 8), 2=-229(LC 4) 'Max'Gmv 3=136(LC 1), 2-261(LC 1), 4=98(LC 3) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (lb) orfess except When shown. GRACING - TOP CHORD Structural wood sheathing directly applied or 5-93 on puriirs. BOT CHORD Rigid ceiling directly applied or 10-0-0 on bracing. NOTES. 1) Word: ASIDE 7-10; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst 6CDL=3.0psf; h=15ft; Cat. 11; Exp C; End., GCpi=O.18; MWFRS (envelope); cantilever left and rightexposed ; end vertical leftand Idghtexposed; Uumbw'DOL=1.60 plate grip DOL=1.60 2) This lass hasbeen designed for a 10.0 psf bottom chord live load nmconcurrentwgth any other live loads. 3) • This truss bas'been designed for alive goad of 20.Opsf on the bottomohord in all areas where a aectangle 3-610Call by 2A-0 wide will fitbeiween Ulebottom chord and any other members. 4) Refertogbder(s) for truss to truss connections. 5) ProOde"Chanical connection (by others) of thus to beading plate Capable of withstanding 116 lbvplift at joint 3 and 229Ila uplift at joinl 2. 6)-MAILED- Indicates 3-10d (0.148°x3') or 2-12d (0.148x325') toe-nals per NOS gaidlines. 7) to the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (f )orbadc (a). LOADCASE(S) Standard 1) Dead s Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 UnAarml-aadsjplf) Vert: 43=54, 2d=20 Concentrated Loads (lb) Vert 6=55(F=27, B=27) ,�poAQUIN EN9. .' No 68182 �F it 1 STi ffN Or :eft/' {hJ I Joaquin VE:a2 PE N9I8182 Mlltk 115,E Yr R. Cat 6634 5904 Pafke Fast 31,4 Tampa R. 33616 Data February 6.2018 y WARMNO-VeNy dealgrt parameters mtl READ NOSES ON TRISAND MCLODED AVnENREFERENCE PAGE NB-74ra rev. 10N32016 BEFORE USE. Design valid far osa oNyw,thMRfit®annecbrs. Tho deal9n is based r dyapon 11 41 shown, and b loran 1nd.MNualbulding oanrpPnent not aahusssystam. Eefomusa.lhe bugdi�g designmmuslveriy Ne appgrApgiry ordeslgn parameters and pmpedy4lrOryorab Lu§ design Nb the overdo 'buAdbgdeslpn. Sa0el9 N&catetl k[o PRv<ntluckfing of intlivitluar buss web mid/orabodmembersady.Add;eonal temporary and Petmanenl bradn9 is zhvayanqu'oed far skM-GryaiN to PravantcoAaOsa witlf possble personal lyuryand pmpeRydamega. ForganerA pYMmiaregaNNq the Mfrek febd�tipn, slWaga,tleNery, ereptlon entl tratlng or Wsses end truss rystems,sae ANSIITP1l Quality C4teda, 03889 and SCSI B.Uding Component Safety Idormallon ava Ya from Truss Plate institute. N. Lea Street. Shea 312. Nexandrla, VA M14. 69Ta04upad Parka EaYBNd. 3a610 Symbols PLATE LOCATION AND ORIENTATION —01 3f4" Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0- 'lid' 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 lengthi parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by textin 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. Mm Minsize shown is for crushing only. ' CEO Industry Standards: ANSVTPII: National Design Specification for Metal Plate Connected Wood Truss Construction. 'DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Gpide to Good Practice for Handling, • Installing & Bracing of Metal Plate Connected Wood Trusses. of O x O Numbering System dim8 rshown in ft-ins eixteanth (Drawings not to scale) BOTTOM CHORDS F, °z U O l'- JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED IBY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, E5R1988 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 ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 02012•MTek(D All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev, 10/0342015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional *lability bracing for truss system. e.g. diagonal or)4bracing, Is always required. Bee BCSI. 2 Truineer. For wide IrvP3 spacing Indivbe idual lateral bran aces themselves may require bracing, or alternative Tor 1 bracing should be considered. 3, Never erraed the design loading shown and never slack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and ell other Interested par8es. 5. Cut members to bear tightly against each other. 6, Place plates on each face of truss at each joint and embed fully. Knots and wane at joint localians are regulated by ANSurPI 1. 7. Design assumes trusses will be suitably protected front the environment in accord with ANSIrrPI 1. 8. Unless otherwise noted, moisture content of lumber Shall not exceed 19°% at time of fabrication. 9. Unfess expressly noted, this design is not applicable for use with fire rptardent, preservative treated, or green lumber. 10. Camber is a non•slruderal consideration and is the responsibility of truss fabricator. General practice is to camber for dead load defection. 11, Plate typo, size, orientation and location dimensions Indicated Pro minimum plating requirements. 12, Lumber used shall be of the species and size, and In all respects, equal to or better than that Specifier 13. Top chords must Do sheathed or puffins provided at Spacing indicated on design. 14. Bottom chords require lateral bracing at 10 8. spacing, or less, If no ceiling I$ Installed, unless otherwise noted. 15. Connections not shown ore the responsibility of others 18. 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 dsks. Copsullwith project engineer before use. 19. Review all portione of this design (fronL back, words end Pictures) before use, Reviewing pictures alone Is not Spfficlent. 20. Design assumes manufacture In accordance with ANslrrPi 1 Quality Qnteda.