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TRUSS PAPPERWORK
RE: J38219 - Thomas Cichocki Site Information: Customer Info: Thomas Cichocki Lot/Block: Address: 5009 Paleo Pines Circle City: Ft Pierce Lumber design values are in accordance with ANSIfTPI 1 section 6.3 \ These truss designs rely on lumber values established by others. Project Name: Cichocki Model: Garage Subdivision: State: Florida MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 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: FBC20171TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 [All HeighlI Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf f}unoD aion, -IS A8 This package includes 8 individual, Truss Design Drawings and 0 Additional Dr)�Ny0 With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and his index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T17837681 A01 8/12/19 2 T17837682 A02 8/12/19 3 T17837683 A03G 8/12119 4 T17837684 ZCJ1 8/12/19 5 T17837685 ZCJ3 8/12119 6 T17837686 ZCJ5 8/12119 7 T17837687 ZEJ7 8/12119 8 T17837688 ZHJ7 8/12/19 FILE COPY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY 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. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project speck information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. SCANNBD BY St. Lucie County Tlromaf AAWM PE NO2M M11ydr U&%lw. FLCat6W SW Paft Cast Blvd. Tampa FL3W0 Oft August 12,2019 Albani, Thomas 1 of 1 Joe rmss rmss type oty Py Thoalas Cirhocki r17837681 J38219 AM0 Comrtpn 5 1 Job Reference o ti East CoastTruss, FL Pierce, FL 34946 r 4x4 = 8240 s Jul 14 2019 MITek Industries, Ina. Mon Aug 1212:16:13 2019 Srala =138.5 Plate Offsets (X Y)- [8:04-0 OJ-0] LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(L-) -0.16 8.11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.32 8.11 >743 180 BCLL 0.0 Rep Stress lna YES WB 0.22 HOrz(CT) 0.03 6 Na n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 93lb FT=0% LUMBER - TOP CHORD Dc4 SP No.2 GOT CHORD Z(4 SP No.2 WEBS Sx4 SP ND.3 REACTIONS. (lb/size) 2=848/048-0, 6=848/0-8-0 Max Hom 2-222(LC 6) Max Uplift 2-484(LC 8). 6=484(LC 8) FORCES. (lb) - Max. COmpIMaL Ten. -All forces 250Ila) or less exceptwhen shown. TOP CHORD 2-3=1209/558, 33=917/413, 45=917/413, 5-6=1209/558 BOT CHORD 2-8=325/1100, 6-8=325/1056 WEBS 4-8=132/568, SZ-3881279, 3-8=387/279 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads here been considered forthis design. 2) Wind: ASCE 7-10; Vuff=160mph (3-second gust) Vesd=124mph; TCDL=4.Opsf; BCDL-6.Opsf h=15f ; B=45ft; L=2411; eave=411; Cat. II; Fxp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its writer. 4) This truss has been designed for a 10.0 Pat bottom chord lire load nonconcurterd with any other lire loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (it -lb) 2=184, 6=484, 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/T gypsum sheetrock be applied directly to the bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. it<4rfiasA`Albani PE No79980 t11TekU9d;=Na FLGrt8874. ..., ,f504 Parke East BNd Temps f L:936f 0, August 12,2019 R PAGE U3E 1d -Vmo Dedgn n.anNCa iLL alm.1gmmp5BEFORE Design vaG4 (m use M%wNl MTek®mnnetlms.Tnis Oesgn is eases my lq,on perertx:lers suwm, and is faren N4ivi4ual buil4ing mmpmem, not lywMpwemalenen4READNe7Eacaw a mhfINCLUOEp+em p@ �uss%atem. aerom use, the euipmg 4evgnernwstw:ray Ne epplimtilly or4e9gn parameters erN PmpeMdMoriporerelhls4erdperoaeow:tar 6u.MOPre'gn. rMNmemberseny A440onal mmPorery en4 marng -w�.Y l he,glnelmrrdto Mo etc upsemJ ifibl. enored lenala paimenent Isarways n•qu've4 far stabir%anYto prevemmeaP�wiN possiEle personal inryry aid property Eamage. Fro geaemlgWEanm regaNm9 Na Itllllek' fafoalielVensgn AI,VAM14. pry CMeda, paBR9 end BLal auaBng Componbrt erad,q orue. Taps d 8e 11ab,ere nTress 21 N. LeeStreitems,eee aafo%INormaaon evdWEla M1wn Truss Plate ln9aule, 218 N.Lea Streit. av0e 3,2Alexakde, VA 22a/4. .e 36610 Tampa, FL 3aa10 Job IT, rues Type Dty, Pry Thomas Cldrorkl T77837682 J38219 A02 Hip 2 1 Job Reference loptlorap East Coast Tmss, Ft. Pieme. FL 34946 4x4 = axe = 8.240 s Jul 14 2019 MTek Indushies, Inc. Man Aug 12 12:16:14 2019 Scale a 1:39.1 13 Plate Offsets (X.Y)- 12:0.2-10,0.1-8], [5:0-5-4 0.2-0] [7:0.2-10 0.1-8] LOADING (psp SPACING- 2-0.0 CSI. DEFL in (loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0A1 Ved(LL) -0.14 9-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -029 9.14 >839 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.17 Hoa(CT) 0.03 7 o/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight 1031b FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. Ob/size) 7=84a/0$0, 2=848168-0 Max Harz 2-204(LC 6) Max Uplift 7�484(LC 8), 2--484(LC 9) FORCES. (lb) - Mac CompJMax. Ten. -All forces 250 0b) or less except when shown. TOP CHORD 2-3=12321565, 3.4=962/435, 45=814/442, 5-6=9611435, 6-7=1232/565 _ BOT CHORD 2-11=-337f1119, 9-11=117/812, 7-9=337/1080 WEBS 3-11=-351/249, 4-11�471283, 5-9=-47/283, 6-9=3531249 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. 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=4.Opsf; BCDL=6.Opsf; h=15ft; 9=45ft; L=24ft; eave-0ft; Cat. 11; Exp C; End., GCpi-0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainageto 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 live load nonooncurtem with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-60 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100 lb uplift atjoint(s) except fit -lb) 7=484, 2=484. 8) This truss design requires that a minimum of 7116' structural wood sheathing be applied directlyto the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. 9) Wanting: Additional permanent and stability bradng for truss system (not part or this component design) is always required. Tholpm A Mani PE N6:79380 4i[TekUSA; l0o: FL C4rt illU , 04'Piik�EfiHBhA. TimptF.L49BW D5m_ August12,2O19 Job Truss Truss Type ON Ply ThomaSCichodd T77837683 J38219 AD3G Hip Girder 2 1 Job Reference o 'onal East Coast Truss, Ft Pierce, FL 34946 8.240 s Jul 14 2019 h&Tek Industries. Inc. Mon Aug 12 12:15:15 2019 Page 2 I D:FkRV6M55U20MFMAKU W.py=Tz-KIyJtVtAzvRd9CHISIXMbc9cyOV WJ76NE9NgyDbQU LOAD CASE(S) Standard Concentrated Loads (Ib) Veit: 4=111(F) 6=111(F)12=296(F) 10=296(F) 19=111(F) 20=111(F) 21=57(F) 22--57(F) ®WMUND-VMfy deslgnpeametenmdREAD NOTES ON MSANDWMUDEONodDC ERENCEPACEW7V3w. fObMO16BEFONE USE D qn sand for use onywilh MTeM wnedom lnfs design isbesed Dory upon pardmders Mown, and isforan mdM&M lt�in9 mmpmen, not aVoss symm Before use, the buiMmg designer must serffyne applkahTay of design,aadand!inm ners arprop" ryondle Misdesign Into Ue o 11 6undinp design. BadngbMitatal is bpms buWiMWo WNdud Mww wd OM memWmany. AtldNorellempoary eMpermaned beatlml MiTek' is always 2quvedfar skNlByand to prevent meapsewiN possSle persorW mpuyeml PmpedY damage. Forgeneal gwdarme regaNing Ne fabdaaVon, dodge ddw q, er n and b c" of V ms aW nw Wdam; see AfISPr l QuW1ycrM 4 DSB wdBCBl BuadinBCompo W 6904 Parka Ead BIW. SeyeylNdrmatlm asa9ablekom Truss Platalns..218N.1ee91M,Suda312,Akamdda,VA22314. Tampa, FL 86610 Truss russ Type ry Py Thomas Cichodci T178376114 �Job 19 ZCJ1 JrussOpen 180 1 Job Reference o 'oral East coast Truss, FL Pierce, FL 34946 8240 S Jul 142019 NLTek Industries, Inc. Men Aug 1212:15:15 2019 0.11-0 0.11-0 i Scale =1:9.4 Plate Offsets MY)- 12:0. -0 0-0.41 LOADING (psi) SPACING- 2-69 CSI. DEFL in Qoc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Ved(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 4 rda n/a BCOL 10.0 Code FBC2017rrP12014 Matrix -MP Weight 6In FT=0% LUMBER - TOP CHORD 2x4 SP N0.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=30/Mechanica1, 2=259f0-8-0, 4=-52(Mechanicel Max Hoe 2=107(LC 8) Max Uplift 3=-30(LC 1), 2--357(LC 8), 4=52(LC 1) Max Gran, 3=68(LC 8), 2=259(LC 1), 4=110(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -Allforces 250 Qb)orless"captwhen shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-1 t-0 oc pudins. BOT CHORD Rigid wiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=4.OpsF, BCDL=6.Opsf h=1511; 8=45ft; L=24fi; eave=oft; Cal. 11; Exp C; 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 writer. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcorent with any other live leads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uprl8 atjoint(s) 3, 4 except (jt=1b) 2=357. 7) Warning: Additional permanent and stability bracing for truss system (not pad of this component design) is always required. ihomii 0.Albeni PE Ne:993(i0 MR4kUSA,1na FL p�81Dp;, „ ,,..; 69g4 Plor East BNd Temp -a F G33B79 ao�ie August 12,2019 ®WARNOIO-VMydeslgnparenrWe mdR NOTES ONTHISANOINCLImEO MREK REFE6ENOEpAGE4d-1QJ m./ebYlO168EFORE USE. Design 4 Walo onywdh MmeMwanedora. Tlds dealgn unload Only uxxi paamders shown, and Is loran hdMilual bugling cornMind-not �+ �-r�• a Euss syst m.Belare use, the Euid'mgdeu,,ae, must sang to epprasMlay of desgn pvanaters and pmpeMincorPoate this design into the ovvau Iluffdingdeup. Racing indicatedistoprewdburJtlingbfAdiW.dualW84webandlarcEodmerciesDory. Additioreltempoa Md iemmneddedng MiTelc andto Is always re4usee. onaln4wry eM PmpeM damage. Fority raEri ddivery.eredionandbaetn of Canda,UcaryadNgNe dehady. ad brtiValtwdhpossdtrues AL%VA Oaagy CddOa, 0.5a89 endBCSIBuU6n8 Campondd 6a84Pahe Eaveya rinf,atoage, SereylNormerron aveheEb rrom Truss Plate InsEbde, 218 N.lae Sheet Su4e 312, Alerandda, VA 2Yu14. e,218ndbussrydem e3l Tampa, FL 96810 Jab ITruss runs Type Ory Ply Thomas Cichodd T17837685 J38219 ZCJ3 Jade-Opm 8 1 JOD Reference (optional I WWI FL Pierce, FL M946 8240 s Jul 14 2019 kb7ek Industries. Inc. Mon Aug 1212:16:16 2019 Page 1 ID:FIRY6ld55U2oVIFMAKIINhpyxTz oUWh4nokDZUnMs40b2b8phmhD7EapyF7Mriv6pbOT 2-0-0M 2-114 l 2-114 Scale =1-14A Plate Offsets (x Y)— r2:044 PU-41 LOADING (psf) SPACING- 2460 CSI. DEFL in (hoc) Odefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Ven(LL) -0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a Na BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 13 to FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 GOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=50/Mechanical, 2=252/0-8-0, 4=`Vi Mechanical Max Hom 2=159(LC 8) Max Uplift 3=35(LC 5), 2=241(LC 8) Max Grav 3=59(LC 13), 2=252(LC 1), 4=46(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shokvn. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-114 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.Opst; BCDL=6 0psQ h=15ft; 8=45$ L=24ft; eave-ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (dredtonaq; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked fora plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load norxonwrtentwith any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3{60 tall by 2-0-0wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3 except (it -lb) 2--241. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. kbYhol'fik ki 90.ine FL GdAI08m PC4rt-6 380 tl86M,;._.,.�., 994 Fake'East 614d. T9mpe F433810, August12,2019 ®WARNING-Verusn lgapanmstera endREADNO7£S 0AIMSAW1M 11DED11VlEKREF£a£NC£PA6£N0.TM..f0.OL3pr5D£FORE USE. Design vaBd M use onlywith MReM aCmmdam This design is Used onty LcM pwameters Mown, and Is reran Individual buiNlng eomponeM, not ss sysem Ism. use, pre buMbg designer mud verity Ibe appfrcahlby ddesign paramMens and pmpedy inwgx ahe this design Ids,an overaQ Men 00 6u0e&'ra ing Oeslgn.aGng Ndtsd is to prema budono of OTIMMI miss web sinww Hand members ony. MdMOW ten4mnry and permanent binding M(TeK isalways. ant pmpeMdamage. lelguidancenegard ant toprndtu dmedrarata w. dmi Of Im."s Wdtrngvdlnsau labdcatbn, slonge, tlegmry, eredbn and bndrg 0lmissea acid buss systems see ANSVIA1 Duality CNlerIApSB89entl aC5l eupmna ComponerM Quality SCS! ggp4 paAe FiS BM1LL SaleHlnlwnnapon available hanTwaPbte lnstltuk.218 N. Lea SVeet. Sella 3l; Akgndde, VAY1314. Tempa.R Wale Job Tn1ss Type Oty Ply=Tho�T7783768fi J38219 ZCJS [nuss atic-0pen 8 Truss. FL Pierce, FL 34946 8240 a Jul 14 2019 Mi rek Industries, Inc. Mon Aug 1212:16:17 2019 Page 1 I D:FkRY6ld55U2o)AFMAKU W[pyocTrGg4318uOWMLPWRGalzggl EyjgHeJGCOMOjFRYyobOS -2g 4-114 2-0-0 ~ 4-114 Scala=1:19.3 I 4.114 LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (Ioc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(L-) -0.02 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -AS Weight: 19lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing d ectly applied. BOT CHORD Zx4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=108/Mechanical, 2=311/OSO, 4=51/Metlmnical Max Horz 2=213(LC 8) Max Uplift 3=97(1_C 8). 2=234(1_C 8) Max Grav 3=123(LC 13), 2=311(LC 1), 4=84(LC 3) FORCES. (Ib)-Most. CompJMax.Ten. -All farces 250(lb) orlessexcept when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.Opsf; BCDL=6.Opsf, h=15ft; 8=45ft; L=2411; eaoe=4g; Cal. 11; Exp C; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcumerd with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for tuss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift atjoim(s) 3 except at --lb) 2=234. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2° gypsum sheelroch be applied directly to the bottom chord. 8) Waning: Additional permanent and stability bracing for truss system (not pad of this component design) is always required. YfIu&5AYAbMi PE N6:39360 6804 PiukeEadBNd.Tampa FL33610 yD August12,2019 ®WARNING-VsdfyEeslanpvameteraendR NOWSOHMS. DMMU0EDa0rEx�WEPAGEb 7Q9 m.fn0]RDI58EFORE Design vagd for ussomywah 1wrolsemonsoon. Tnls de3lgn Is based" upan pardmders sbmvn, and isovan NdiW al bumnp component, not a Wss system. Before use, the building deslgnermustveMy Ne appdcabdkyof eestp possnsters arN IaoPsM Inmryonds tbisdesign Into the ow.rar Ludtlmgdesign. Bradrglndicatstl is to pm OWWIpof NPMdual WsswebmftfdwN=e coo*. Atlddional lengwnryand pemnnem b2tlrq MiTek' Is reMraE for WabiBy arN to prewM mdePse wnb possale penoial Irywy antl PnpeMdsmeAe. Far general gwtlame regaNm9 Ne xksap fafelyt.,stongge. ae MUmetlbna PWeino e.218N.d sssy5,S; 31 ANSVA=14alMLnhvla, 0.5888 and805l Bu8dN8 CompaneM smeyfnaomretlon avauaNe barn Truss Plate lnsdWta, 219 N.lee Stree[, 6uits 312 Akxantlria, VA 22314. 6904 FsdllNtl. Tmp,Park. Tampa, FL 3661a Job Tress Oly Py Thomas CicttoW T17837687 J38219 ZEJ7 [Type Jatic-0pen 8 7 Job Reference t 8 nail Eam Coast Tress, FL Pierce, FL 34946 8.240 a Jul 14 2019 NLTek Industries, Inc Mon Aug 1212:16:18 2019 Page 1 ID:FkRY81d55U2oMFMAKUWzpyocTz4k RVXvZGWCIfDS8043DFn1kEW02jSYbgSpzyabCR 2-0-0 T" 2-0-0 7-0-0 i LOADING (psQ SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 TCDL 7.0 LumberDOL 1.25 BC 0.80 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 REACTIONS. ob/size) 3=165/Mechanical, 2=380/0-8-0, 4-77/Mechanical Max Hom 2=268(LC 8) Max Uplift3=156(LC 8), 2=244(LC 8) Max Gmv 3=186(LC 13), 2=380(LC 1), 4=121(LC 3) FORCES. 0b) - Max. CompJMax. Ten. -All forces 250 (lb) or less e=pt when shown. DEFL. in (loc) Udell Lid Vert(LL) 0.10 4-7 >840 240 Vert(CT) -0.21 4-7 >400 180 Hom(CT) -0.00 3 nla We Scale: 12 -I' at fi PLATES GRIP MT20 2441190 Weight: 26lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10: VWk160mph (3-second gust) Vasd=124mph; TCDL=4.OpsF, BCDL=.Opsf; h=158; B--45ft; L=24fl; eave=oft; Cat. II; Exp C; 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 notation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconaalent with any other live loads. 4) -This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3$0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoim(s) except (it -lb) 3=156. 2=244. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Wareing: Additional permanent and stability bracing for truss system (not part of this component design) is always required. TpomaskAb61 PE 114.39M 1NLTeR U9A,Ine FL GrI683f':., ':8904 Parka East 6lyd. Yamps'FL 33610 August12,2019 ®WARNING-VMlydaafin, aameteraaadR NOTES ON 710SANDMCWpEGW1EKBEFErtENCE PAGEMD-74y3yw.ltleLadISBEFORE USE valid for use",sdth MRsMannedats. This design isbased ordy upon pmarneters shoym, and isforan indMdual building mmpaneM, at MIS' a truss system. salons use, 9e m building designerust wfi"e app5caMdyafdesignpars mmeteand pmn ped, uns scats Nis design hdotbe tm,m) Building dealpr. Bmdng indiatad is to prevent burldug of ln4Mdual Was vm, anNor drum members ony. Additional teaaay am permarerd batlrg WOW Is allays asqubed for satiety and to prevent arapse w pots3le perwrW it*"am pmpMy damage. For Wmml guidance mounting ibe fabrication, 5aats, dMlvery, areCbn and arstag of busses and Van systems.see ANS 1QuaDry Cdlarya,, DS"9 MdBC51 Bu9Fing Componmrt 6904 Parke bast aN4 SxrWhalormsaon mMblefram Tmss PlateIn9 e,21aN.Lea Sheet,Sole312,Alamndda,VAM14. Tampa FL 36610 Job ITruss Type Ply=Refem� T77837688 J38219 ZHJ7 Diagonal Hip Girder _go �Qty 4 East Coast Truss, Ft. Pierce, FL 34946 K1l 8.240 s Jul 142019 MTek Industries, Inc. Mon Aug 1212:16:19 2019 3x4 II Scale=125.3 Plate Offsets MY)- f4:0.2-14.0-0-e1 LOADING (pso SPACING- 2-0-0 CSI. DEFL in goc) Vde8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(-L) -0.14 7-10 >838 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Ved(CT) -0.13 7-10 >879 180 BCLL 0.0 Rep Stress Ina NO WB 0.35 Hoa(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight 48lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/sae) 4=127/Mechanical, 2=446/0-10-15, 6=268/Mechanical Max Ham 2-263(LC 8) Max Uplift 4=125(LC 8), 2=443(LC 8), 6=76(1_0 8) Max Gm 4=127(LC 1).2=688(LC 28), 6=365(LC 29) FORCES. (Ib)-Max. CompJMaxTen. -All forces 2500b) orlessexcept when shown. TOP CHORD 2-3=970/174 BOT CHORD 2-7=257/750, 6-7=2571750 WEBS 3-7=0/291, 3-6=794/269 Structural woad sheathing directly applied or 4-7-8 oc pudins, except end ver8cals. Rigid ceiling dredly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh-160mph (3-second gust) Vasd=124mph; TCDL=4.Opsf; BCDL=6.Opst h=150; B=45g; L=24fl; eave=oft; Cat. II; Exp C; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit behveen the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjaM(s) 6 except (p=lb) 4=125, 2=443. 7) Gap between inside of top chord bearing and first diagonal or verfiral web shall not exceed 0.500m. 8) Hanger(s) or other connection demoe(s) shall be provided sufficient to support concentrated load(s)141 lb dawn and 107lb up at 14-15, 141 lb down and 107 lb up at 14-15, 104lb down and 55 lb up at 4-2-15. 104lb down and 55 lb up at 4-2-15, and 143lb down and 1271h up at 7-0.14, and 143 lb dawn and 127lb up at 7-0-14 on top chord, and 97lb down and 801b up at 1-4-15, 97lb down and 80 lb up at 14-15, 31 lb down and alb up at 4-2-15, 31 Ib down and alb up at 4-2-15, and 37lb down at 7-0-14, and 37 lb down at 74.14 an bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Wanting: Additional permanerd and stability bracing for truss system (not part of this component design) is always required. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or bads (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 14=54, 5-8=20 Concentrated Loads (lb) Vert: 11=51(F=26, B=26) 13=-63(F=31, B=31) 14=74(F=37, 13=37) 15=5(F=3, B=3) 16=45(F=22, 8=22) 7llomasA Alba Al PE NoM380 �L1DeIt OSX Ina FLC116634 ?6904 Parki Eael6yd7empa.F.Li338f0 ;iDatdi August 12,2019 ®WARMNO-VMrydeslGnparamerenandRHOMON1MSANOIHCLODE0A1nERREFErtENC£PAGEh 703rev.1a OfaWFOR WE neehln Yd4d IMumonlywlDl arITeAYfl Cn11Mr1pr5.Milsdeelgn lebaiedonytalonparandem Mmn, and ISforan Nd1V col Wlmng inim,MeMnoi awss system. Before Vsa, 10e DIWdNg designer must vedyNe appliut4aydldedgn parzmekm arw propery Ncaryomta Oils devgn No Ow ovemn DWdingdeilp. BmdrglndWMistopmr MbuWgorN dmiWwwe m&waommemWnony. AddAloneltettlpim,andpermanetrttradrg M7ek' amtoprasent personal injury antl propeMdamage. Forgenerd mgmd Bthe Iabt end dr,g pent... In. ion,90.dforeMry. Wssryetem;see ANSVA Welly CrlfeA4 aSad8 endaC5r Bu0ding Compmemr le. Dse febdwlNn, storage. denvery,eredionendbradlne 69oe Parke£aet BlM. S�eylnlwme4an awdNDlefrom Teas Plate Ind'kde, 218 N.lee 51ree( SULLe 312, Ale�ndde, VA p91d. e,218N. Tampa. FL NL10 Symbols PLATE LOCATION AND ORIENTATION TttI�44" 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. 0-116 r For 4 x 2 orientation, locate plates 0- 'r+d' from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location details available In MITek 20/20 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 th 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: ANSIlrPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 64-8 1 1 dimensions shown ixteenth (Drawings not too (Drawingsscalecale)) JOINTS ARE GENERALLY NUMBEREDILETTERED 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 ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved Weir Engineering Reference Sheet: Mll-7473 rev. 10/0312015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for Was system, e.g. diagonal orX-brectng, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5, Cut members to beartighty against each other. 6. Place plates an each fete of truss at each joke and embed fully. Knots and wane at joint locations are regulated by ANSIRPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIRPI 1. 8. Unless otherwise noted, moisture content of lumber shag not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be or the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purtins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no calling is Installed, unless otherwise noted, 15. Connections not shown are the responsibility of others. 16. Do not cat or after 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. Consul with project engineer before use. 19. Review all portions of this design (from, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI?PI 1 Quality Cmeria.