Loading...
HomeMy WebLinkAboutTRUSS PAPPERWORKI RE: Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. -+ V' — rrrcc UTAP/lAur— / ut)014Z Site Information: Customer Info: DAVID WEST Project Name: FIRE DAMAGE Model: Lot/Block: Subdivision: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 336104115 Address: 5106 MYRTLE DRIVE City: FORT PIERCE State: FL-- SCANNED Name Address and License # of Structural Engineer of Record, If there Is one, for the buildin BY Name: License M gat. Lucie County Address: 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 8.3 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 6 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T18499133 A 10/28/19 2 T18499134 GEA 10/28/19 3 T18499135 V4 10/28/19 4 T18499136 V8 10/28/19 5 T18499137 V12 10/28/19 6 T18499138 V16 10/28/19 RECEIVED DEC30'019 ST. Lucie County, Permitting The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed In the jurisdictions) identified and that the designs comply with ANSVrPI 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 specific information included is for MTek'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 ANSVrPI 1, Chapter 2. �..%%XIrc.R'P rrrrr4 .. C E N S�;Yti No 22839 Izz % 0 STATE OF 1A/ Wager P. Rnn PE No3PB39 Mrrek NSA, Inc. FL Bert 66M 6904 Parke East Blvd. Tampa FL33610 MD., October 28,2019 Finn, Walter 1 of 1 Jab Truss Truss Type Ply DAMAGE(ootlona4) T78499133 , 76397 A Common 9 1 Job ReferenceFIRE unamaers 1 mass, Ind., MR Fence. YL a.3ZUs Oct 9ZU1a MhhexlneUemes,1= MOn (JC1Za1Z:10:Gb ZU1U Scale-1:38.7 4x4 = 4 q 3x4 = 3x4 = 3x6 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-" CSI. DEFL In Qoc) Mde6 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 023 Vert(-L) -0.06 B-16 >999 ,360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC . 0.32 Vert(CT) -0.14 8-16 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.19 Horz(CT) 0.03 6 n/a n1a BCDL 10.0 Code FBC2017ffP12014 Matrix -MS Wind(LL) 0.0710-13 >999 240 Weight 95lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-14 GO, pudins. BOTCHORD 2x4 SP M 30 BOTCHORD Rigid ceiling directly applied or 8.1-10 oc bracing. WEBS 2x4 SP No.3 _ REACTIONS. (Iblsize) 2=868/0-8-0, 6=868/0-8-0 Max Ho¢ 2=159(LC 10) Max Uplift 2=-520(LC 12), 6=-520(LC 12) FORCES. (to) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD '23=1567/g84, 3-0=14001918, 4.5=1400/918, 5-6=1567/983 BOTCHORD 2-10=779F1420, 8.10=-040/944, 6-8=81111420 WEBS 4-8=287/508,5-8=320/332, 4-10=288/508, 3-10=320/332 i 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=4.2psf; BCDL=3.OpsF, h=158; 13=4511; L=24(t eave-0R Cat II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-d-0 to 1-H-0, Interior(1)1-8-0 to 10-9-0, Fxterior(2)10-9-0 to 13-9-0, Interior(1)13-9-0 to 22-10-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 par bottom chord live load nonconcunent 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-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5201b uplift at joint 2 and 520 lb uplift at joint 6. Walter P. Finn PE No22939 MTek USA, Ina FL Con 6634 6904 Parke East Blvd Tampa FL 33610 Data. October 28,2019 ®WARNING-VedrydanIgnPammammandREADNOTESONTRISANDMCLUDEDMITEKREFERENCEPAGEM11-7473mV 10A=UI15BF REUSE Design vaUd bruse wigWth 14iTWB bbnneCuc,Thl. deeps Is hazed any upon parmnebmaboxn. and loss. bMFAdgs baeddgbompm,ew, not a Ursa ayslam. eerue use, dho bolding dedgnMmiutvedfy Has 8jaNkAb161yddedgn pane eb s and proWy Incwpmahe N's design inb Ore evens bu"deslgn. Bracing badkabdls to prWOm buckghg of inANMuel buss vmb endbrMord members aNy. AddlVoroJ bmpomrymhtl pemharrenlbmtlng WOW - bolways required forsleNglyeMbPrevenl mgepeawlM possmis persmW bluyehhd popeMdame9e. Fwganeral guidanm regard'ug Ne leWketlon, stord9e, delWery, ereabnatl bredhg arbn 21 eMmsasyslens., see ANSYPPm OueUy UMdOSB418 orMaC518ulltling Component 69Dd Pepe FaateM. Sa iawlrrrormarbn era3abb frwn Tmss Plate InsdMv.21B N.lea SUee4 Suns 312, Almmrdda,VAM14. Temps, FL 36610 Job Truss Truss Type cry Ply FIRE DAMAGE /c58142 • T78499134 76397 GEA Common Supported Gable 1 1 Job Reference o donal Chambers Truss, Inc., Fort Pierce, FL $I U.Jze s V12 a 2e19 mi t nn muuaums. in' rvwn �/a co ,c,+.+, �.• •+ Seas =1:38.7 ESCB 48 II 21 20 19 18 17 16 15 14 3x4 = y,g = Ig Plate Offsets fX YI- 12:0-M Etl el 12'0313 Edgel fl2:OJ-8 Edael 112:D313 Edgel LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Veri(LL) 0.01 13 dr 120 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.08 Vert(CT) 0.01 13 dr 90 BCLL 0.0 Rep Stress Ina YES WB 0.10 Horz(CT) 0.01 12 de da BCDL 10.0 Code FBC20177IP12014 MatixS Weight 1011b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 10-0-0 Oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 21-6-0. (lb)- Max Horz 2=149(LC 10) Max Uplift All uplift 1001b or less aljoinl(s) 20, 15 except 2=170(LC 12),12-170(LC 12), 18=108(LC 12). 21=183(LC 12), 16=108(LC 12), 14=183(LC 12) Max Gmv All reactions 250 lb or less at joints) 2, 12, 17, 18, 20, 16, 15 except 21=329(LC 21), 14=334(LC 18) FORCES. (Ib)-Max. CompJMax.Ten. - All forces 250 Ob) Orissa exceptwhen shown. BOT CHORD 2-21=-1211257, 20-21=121/257, 18-20=121257,17-18=-1211257, 16-17=121257. 15-16=121/257, 14-15=-121/257, 12-14-1211257 WEBS 6-18=133294, 4,21=-228/338, 8-16=1321294, 10-14=233/338 NOTES- 1) Unbalanced raof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=1511; B-05$ L=24ft; eave=2ft Cat II; Exle C; Encl., GCpi=0.18; MWFRS (directional) and GC Comer(3)-1-0-0 to 1-8-0. Exterior(2)1-8-0 to 10-9-0, Comer(3) 10-0-0 to 13-9-0. Extedor(2)13-9-0 to 22-10-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable Fad Details as applicable, or Consult qualified building designer as per ANSVTPI 1. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) Gable requires Continuous bottom chord hearing. 6) Gable studs spaced at 2.0-0 oc. 7) This truss has been designed for a 10.0 loaf bottom chord live load nonconcument with any other live loads. 8) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 20, 15 except . Qt-lb) 2=170, 12=170, 18=108, 21=183, 16=10B, 14=183. Walter P. Finn PE ND.41609 MiTek USA, Ina. Fl.Csd6634 6904 Parke East Blvd. Tampa FL 33610 Date:. October 28,2019 AwA ,No-VWryd.vgnpa_ramabrsard REAONOMS ON rrvsA OMCLUOEOMRfx REFERENCE PAGE M147473.11"W015REFORE USE Devgrwild Wuse pNymV, N4Tek5 mmadna. Tldsdevp Is based any upon paameb ra abaxm. and Is fa an Indrvldual butOns aomppnem. not a bus, system. Beam use. Ne buildug de x mrmuslveriM1,ft appaxel Try ddeshn parameters and pre enyinmrparete this design htoex, werda build1Ndes1Jn BmtliglndteiVbmg�burkGn9mindrvid,mlV mbaMvW mom moMy.AWitWtel temgvery ertl pannanmt GeWg MiTek- Isabveyere9Wmdferr sbNldl'aidbpmvent maapsawM possiLe permsnel mluryam popedy damage. Far general gubano rageNin9 tlra deWery.ererdon eM bretln9 afmsuseM WsssyMen¢,,see ANSVfPIf QusrlNCMrad4O5B89 arM BCSIRuIItl/ng Canpomnf Fast BhN. Sbcativn.afuage. Sehryrnlormatlon Mniabk from Tnw Platy bisEWre, 218 N.lee Sbael Sorts 912 Nexar,dre,VA 22314. Tertipa, FL 36610 Tma, FL Job Taxes Truss Type Qtyr Pty FIRE DAMAGE 7 Q58142 ' T18498735 76397 V4 Valley 1 1 Job Reference optional) tinemwrs Iuss, Inc., an "... rl a.uO s VG[ Y - •+•� ��,� raa^ , ID:bVfcFdCl CY7A_A1HpDiC3y7TPluW84mlch YnytimBDyb%mKY1Tu0KnOOMLyOu6k 1 3x4 i 5.0o 12 2 3x6 = Us 1 Scam -1:7.5 LOADING (pal SPACING- 2-0-0 CSL DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) am - n/a 999 BCLL 0.0 ' Rep Stress inn YES WB 0.00 Horz(CT) -0.00 3 We Na BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight 10 lb FT-20% LUMBER- GRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or4-0.0 oc matins. BOT CHORD 2x4 SP No.3- BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (Ib/slze) 1=94/4-0-0, 3=9414-0-0 Max Hoe 1= 17(LC 7G) Max Uplift 1=50(LC 12), 3>50(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh h=151t; B=45ft; L=24fb eave=oft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconwnent 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 3g0 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 Ib uplift at joint(s) 1, 3. Walter P. Finn PE No12639 MRek USA, Inc. FL Cart 6634 $904 Parke East Blvd. Tampa FL 33610 Date: October 28,2019 ' ®WARNING.VmifydeslBR�e and REABNOMSOMMISANBINCCUBEBMRENREFFRENCEPAGEMIM1M3ray. MM015BEFOREUSE pespn ve6a torusa mlYwkh N4Tek0mmedms TNs tl sign m Casea anNup�n paemnemm abovm, ear lafm en InNWaum aWal,q mmp0nen4 not e auss system. Barge use. ae daldim4 tle9grermust veiny Ne epppoWLtymtlaign parememn ear pmPeaY Inmrpamle atls assign max Om Vrem9 inOxama iSmvlarem burkGlgmlMNmual trussweS arMlMtlnN,remmmony.Aatitkvml mmpomryatl PMmanera bmdng MiTek' Ou0a4gaed6n&edri9 balweya regulrea lax smNi3y end to pmvMn co3apse wlm paasibm persMW vturyaMpopoaydamage. For6eneml pNaenm repartivg Ne tear®aon,emmga, tlelivery,eredbnend Med,g mm¢ses eta suss systems. see ANSV/Plf OuslNy Gifede, OSH-89eMBCSIBulld/lp CampOnenl 6904 Pe a a Ensl Blvd. Snhblmbmletlon eva0abm eom Tmss Pmm ms5mm, 21a N.IAa Sheet 3Com 312, AmxeMaa, VA 22314. Tampa, R 36610 Job Truss as Type Oty, ply FIRE DAMAGE /Q58142 - TtSa99136 76397 V8 Valley 1 1 Job Re(erenra (opeona0 Chambers Truss, Ina. Fort Pierce, FL 8.320 s Oct 9 2019 MTek Industries, Inc. Mon Oct 2812:16:00 2019 Page 1 ID:bVECFGCI CY7A A7 HpDiC3y7TP9-M8iS2JZESIgVal sySukBSkIQ6RpIImsA6PC1hm70u6j I 4-M 1 8-0-0 44Y0 y-ap � 4x4 = 3x4 i LOADING (pat) SPACING- 2-0-0 CS]. DEFL In (Ioc) War Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Ven(LL) n/a - rda 999 TCDL 7.0 Lumber DOL 125 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.07 Horz(CT) 0.00 3 n/a rda BCDL 10.0 Code FBC2017rFP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 OTHERS 2x4 SP No.3 REACTIONS, (lb/size) 1=118/8-0-0, 3=118/8-0-0, 4=248/8-0-0 Max Hom 1=43(LC 10) Max Uplift 1=77(LC 12), 3=77(LC 12), 4=102(LC 12) FORCES. Ob) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 24=166/251 Stale =1:14.6 3x4 PLATES GRIP MT20 2441100 Weight 24lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or G-M oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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-0.2psf; BCDL=3.Opsh h=15ft; B-05ft; L=24$ eavo=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (dtreci onal) and C-C Exledor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 par bottom chord live lead nonconcunant with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsr on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and. any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 1, 3 except at --lb) 4=102. Walter P. Finn PE No.72839 MTek USA, Inc. FL Cad 6634 HIM Parke East Blvd. Tampa FL 3361D Date: October 28,2019 ®WARNING-Vooracaion parz era .ad READ NOTES ON DUSAN0 INCLUDED UMXRFERENCEPAGENU-7473 . jeb=e15 BEFORE USE G¢B�IYarW mr16e tl11y WIN MTEk®4MIIBChYATN9 a¢sxFbbaaea poly Yp4l pol' ¢I89 BIIOMI.BMmmf9n llMINaIWl beeaifp mmpenenr,pa ��-' a m¢5 system. Befae use, rue bwlmg tlesi9reymuvveaYNe epplbbNyaaesbn pa2memm ene pmpeM InmWmm iDif aesipn Imome Ueemil buimm9 aesi9rx Bretlrg lrxlicamabmPieyam bub4iq of kMlvidua auuvreb arMlartl,oia me,nbem omy. P4aivaal mmpomry eM pern�enlbmc4g MiTek' b aWays re9utrea fasbdlilyaNm prevemmDepse wiN possDxe pamoria xjuryeM propeMaame9e. Far9enr+el9Ndenm meaNug rue mbA®5m,s1ere9a, 4tlivery, ecrSon en4 bedig atrussesend mLsssysl¢ms, eea ANSV7W1 guaINy CMMa. DSBdBersdBC51 Bu(lalnp Component 6904Paam Ees SelelyNlprmeUon erasa6leevm Truss PL m In56wle, 21R N.lee atreel, SuiOe 31; AlexaMila, VA32316. Temps, FL MID Job Truss Tress Type City Ply FIRE DAMAGE/058142 Ti8499137 76397 V12 Valley 1 1 Jab Reference o tipnal unamoen: I russ, Inc., con rIGIeD. IL Scale=1:18.9 4x5 = 2 4 ax4 s 2x3 II - 3x4 12-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ved(LL) hie - n1a 999 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.45 Vert(CT) n/a - Ida 999 BCLL 0.0 Rep Stress lna YES WB 0.10 Horz(CT) 0.00 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-S Weight 381b FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.3 TOPCHORD Structural wood sheathing directly applied or 6-0-0oc purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 Be No.3 REACTIONS. Qb/size) 1=170/12-0-0,3=170H2-0-0,4=439/12-0-0 Max Horz 1=70(LC 10) Max Uplift 1>103(LC 12), 3=-103(LC 12), 4=-207(LC 12) Max Grav 1=175(LC 21), 3=175(LC 22), 4=439(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=288/322 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 6-0-0, Extedor(2) 6-" to 9-0-0. Intedor(1) 9-0-0 to 1134 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord taming. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcu ent with any other live loads. 5) `This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 at --lb) 1=103, 3=103, 4=207. Wafter P. Finn PE No.22939 M'Tek USA; Inc. FL Cod 68M -6904 Padre East Blvd. Tampa FL3361D Oats: October 28,2019 ® WARNING -V xdy dealgn parameters and READ NOTES ON MS Me INCLUDED MITEN REFERENCE PAGE MN-147a rev. IW=015 BEFORE USE , Design Wfidtoruse Wyw Nin"corrietldR This design Is based, Wyeson persmafars sham. and Is form Ndleduel budduig ccacxn M,not atnas ayslem. Were use. Me buiHm, deal nernrtivdreythe coakedbyTyoldexign parameters and property incorporate the design inhale wersll tempoeryad WOW WYdi,des9e Bretlng lydYaledbto Prevent buckling orbdNdual trussve0 andbrdmd members mlY•Atl?uaal pemmWbrarsB s allays neWired for stability and to Prevent caaepaa see passible persarral Injury end property damage. For general guidance regarding Me fahrlcall.,storage, didWery,ereLlbn and batlrig ofbuseas and bras systmns.aee Mslv11 sideng, Crlkeds, IbsB sect BeatBugtl/n9 Component 6904 Parke Fast BIW. Sdedylnfarmetlon amaabk form Truss Phi NaDade, 2la N.lae Saeat Suds 313, Alexandra. VA2Z114. Term R M10 Job Truss Two Type Oty Ply FIRE DAMAGE I Q58142 • T78499138 76397 V16 Valley 1 1 Job Reference tional Chambers Trues, Inc. Fort Pierce, FL 4x4 = 3 Seale=1:25.3 3x4 8 7 6 3x4 C 2rd3 II W II 2C1 It LOADING (PSI) SPACING- 2-04) CSI. DEFL. In (loc) VdeB Ltd PLATES GRIP TCLL - 20.0 Plate Grip DOL 125 TC 0.50 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB * 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 MatnxS Weight 571b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 6-0-0 0o bracing. REACTIONS. All bearings 16-0-0. (lb)- Maxll= 1=-96(LC10) Max Uplift All uplift 10016 or less atjoint(s)1, 5, 7 except 6=277(LC 12), 8=277(LC 12) Max Grav All reactions 2501b or less atjoint(s) 1, 5, 7 except 6=434(LC 18), 8=434(LC 17) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-6=2971365, 2-8=2971365 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL= 42psf, BCDL=3.0p f,, h=15ft; B=150; L=24ft; eavem4ft; Cat. 11; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extenor(2) 0-8-12 to 3-8-12. Irnedor(1) 3-8-12 to 8-0-0, Extedor(2) 8-" to 11-0-0, Interior(1) 11-0-0 to 15-34 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1DO to uplift at joint(s)1, 5, 7 except tit --lb) 6=277, 8=277. Walter P. Finn PE No=834 MTek 0$A, Ina. F L Cud 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: October 28,2019 &WARNING-Vebly Eef/gA,svaA fern and RFAONOTES ON MIS AND INCLUDED M?D(REFERENCE PAGE MIF7473mv. 1eN.Y1015BEFORE USE ��- oasigoveWforraeony,vim MTeWcmmego Ws design ie based ony upon parameters s .aDd is far on individual buadirg ucmpomN,not a Fuss system. Barone use. the InAd ig designer must wriy mealgiiabiliyofdesgn pardmelemartl pmpery inmgoong N'a design mtothe overall boimmgeaslgm emrrrg wiamd mto p.e.aN waling ofinaivklual tmssweb armwaxxd members Cary. aadmurel temparayend pem,eCaNbraare MIT@k' b eWeys m9uiNN for 9atildy mN b DmveN agapsewNr passgge pamonal hluryend property damage. For9eneml (ryidanw raBarCrig ga Sedyinn,afuege,delivery,er¢eBonaM hmdrg NaussesarN aa5a 5y5tafra.m ANSV7%1 Walfb Cllrerra, OSBa9 an0BC51 BulIdNe Cpmporrerd TO.P. R. East Blvd. Se/ery fnbrma0on avegable kom Imes Plate Iraabde, 21a N.laa6haeL Suite 912, Alevndda, VA 2231A Tampa, FL 36610 Symbols I Numbering System I ® General Safety Notes PLATE LOCATION AND ORIENTATION Center plate onl�oint unless x, y offsets are indicated. Dimensions are; in ft-in-sixteenths. Apply plates to both sides of truss and fully embed, teeth. -49 1 For 4 x 2 orientation, locate plates 0- Vier from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 sottware 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, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6I � dimensions(Drawings not to cal sixteenths (Drawings not to scale) 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 ANSI(TPI 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. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 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 censidered. 3. Never exceed the design loading shown and never stack materials an 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 bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane atjoint locations are regulated by ANSUTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIRPI 1. B. Unless otherwise noted, moisture content of lumber shall 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 of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if 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. 1B. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all potions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. . 20. Design assumes manufacture in accordance with ANSVrPI 1 Quality Criteria.