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Home My WebLink AboutTRUSS PAPERWORKLumber design values are in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 11495035 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Mike Goodner Project Name: 1495035 Model: Goodner Res. Tampa, FL 33610 41i5 Lot/block: Subdivision: yt��y Address: 5025 Emerson Ave. .(j City.' Ft. Pierce State: Florida 6S°f< Stw Name Address and License # of Structural Engineer of Record, If there is one, for the building. 4C/G Kamp• License #: C'O State: al Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special ng Conditions): n Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Code: ASCE 7-10 Wind Speed: 160 mph :oad: 50.0 psf Floor Load: N/A psf This package includes 12 individual, Truss. Design Drawings and 0 Additional Drawings. Wdh my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seat# Truss Name Date 1 I T15534083 CJ01 11/8/18 112 IT15534094 IT06 1118/18 2 ' T15534084 CJ03 11/8/18 I I 3 I T15534085 CJ05 11/8/18 14 1 I T15534086 CJ07 11/8/18 15 1 I T15534087 EJ9 11/8/18 16 1 IT16534088 HJ9 I11/8118 7 ' T15534089 IT01 I11/8/18 I8 1 IT15534090 IT02 I11/8/18 I9 I T15534091 T03 111/8/18 110 I T15534092 T04 111/8/18 I11 IT16534093 T05 11/8/18 I This dem has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 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 component designs is a certificabon that the engineer named is licensed in the jurisdicUon(s) identified and that the designs comply with ANSUiPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek Any project specific information included is for MTeKs customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs into the overall building design per ANSVTPI 1, Chapter 2. 4nop UIN .......... E N g.CFl No 68182 ' :9 STATE OF :1U i <(/ . '�'��cC�•,c� O R 1�p''�2�• NAI Joaquin Velez PE No.68182 MRek USA. Ina Fl. Cod 66M 6904 Parke East Blvd. Tampa Fl. 33610 Date: November 8,201 E Velez, Joaquin 1 of 1 Job Truss Truss Type CtY Ply Tt5534083 M5035 CJ01 Comer Jack 8 1 Job Reference a Builders FrstSource, Tampa, Plant City, Florida 33566 1-0 0 LOADING Us!) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 LUMBER-, TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SPACING• 2-3-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ira YES Code FBC20171fPr2014 2r/ _ CSL TC 0.03 BC 0.01 VVB 0.00 MahbeP .REACTIONS. (Itelsize) 1=49/Mechanical, 2=39/Mechaninl, 3=10/MechanipI Max Hoe 2=27(LC 12) Max Uplift 1=-25(LC 12), 2=12(LC 12) Max Grav 1=49(LC 1), 2--39(LC 1), 3--20(LC 3) FORCES. (Ib) - Max Comp_/Max. Ten. - All Forces 250 (Ib) or less except when shown. 8.220 a Oct 62016 Mires ineusalee, inc. TM Nov a 08.10.0220.. Payer IR._Hc2gBZOEgE7go6Oo%gHiAyLJiu-FRhZ4DxYby0biGVLhNsG9BslobosIX8NUyBuhuyUp3 DEFL in (loc) I/dell Ud Vert(LL) -0.00 1 >999 240 Vert(CT) -0.00 1 >999 18D Hcrz(Cr) -0.00 1 rda rda Soale=1:7.1 PLATES GRIP MT20 244/190 Weight 316 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-M oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M Me bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-secondgust)Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and GC Exterior(2) zone; cantilever left and right exposed; and vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrentwilh any other live loads. 3) - This truss has been designed for a live load of 20opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanicel connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)1, 2 6) This manufactured product is designed as an Individual building component. The suitability and use of this component for err/ particular building or the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6984 Parke East Blvd. Tampa FL 33610 Date: November 8,2018 ®ISURAMIG-Vadry mamasmJREtD NOr6 M/Tr6 A111=110151) I REFENEIY PMEYA7llJm.taW(dH5B6dFE r4E. uremy VaTeL9mneCoz EmTe m,aulrta,irpoode hlb9event, nol a Muss appdmi'aVmV�s9iam. eeuss system eeraeuse,mab ust 0astgnperemetereers prapenyFcapareta rots 4esigr Nto Oreoveren e. wnermustveerymaapl Use web design Is to en ni becN9 buil41n04Cztln. erechr9lndmtetl ls[o pevenlWtlrlin9�indvlEvelWnweLentlloreM1ortl members onN.rgenertgutencereg Ufleg MITe�(' Me Is elweysre@rlretlfa neHwy end to prevent collapse xiN possiNe persmellNury entl pmceMtlemeye. Fa generel gultlence regeNing the fedtallaL slaege,tle➢n�ry.¢reabn antl GarM9olhuVesaW bus zYrems.sm AM:.YfR10raH1Y Cony, DSBa9vre eC51 arx14t1B�mpanraA eFag SiylY 4furvatlar avraada0om Tnas RaleltNDute, 21911 Lee SDe49rde ]13,Alaardia, VAID1�, oS. Two Tanav, FL Hi10 3 Job Truss Tmss Type C" ply T15534084 LbRafere 1495035 GJ03 Comer Jack 8 1 i Tampa, Plant City, Flontle 33566 1 6.ZUSUM bmid llexlnOUsmes,mc. InUNOV 6UMIUMSMI6 Pagel ID:_Hc2gBZOEgE7go6Oo)(gHiAyLJiu-jdFidZyAMF8SKQ4)F5NVhLPPy741UyDWicuRDKyLlp2 ST1.W STP = axe II Scale=1:11.3 LOADING (psf) SPACING- 2-0-0 CSL DEFL in (loc) Bdeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0,26 Vert(LL) -0.00 5 >999 240 MT20 2441190 TCDL 20.0 Lumber DOL 1.25 BC 0.29 Vert(CT) ODD 5 >999 180 BCLL l 0.0 Rep Stress lncr YES WB 0.14 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matti Weight 11 16 FT = 20% LUMBER-i BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-00 oc purlms. BQT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10." oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size), 3=-118/Mechanical,4--126/Mechanical,5=538/0-M Max Hom 5=67(LC 12) Max Uplift 3=-118(LC 1), 4=126(LC 1), 5=-243(LC 8) I Max Grav 3=45(LC 8), 4-62(LC 8), 5538(LC 1) I FORCES. I (Ib) - Max. Comp./Max. Ten. - Al forces 250 (Ib) or less except when shown. WEBS 1 2.5=-324/468 , NOTES- ! (6) 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.�8; MVJFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; aril vertical left and right exposed;CL for members and forces 8. MWFRS for reactions shown; Lumber DOL=1.60plate _grip D01=t60 2) This truss has been designed for a 10.0 psf bottom chord live load norxoncurrent with any other live loads. 3) • This miss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-641 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer o girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of toss to bearing plate capable of withstanding 100 I6 uplift at)oint(s) except at -lb) 3=118, 4=126, 5=243. 6)'This manufactured product Is designed as an individual building component. The suitability and use of this component for any padiculai building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This Item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert6634 6904 Parka East Blvd. Tampa FL 33810 Date: November 8,2018 TES ON TN6AI0)OIClIID®NirH(AEiEREI4CE PAGENILT(rarev. f003R01596-0aE1RE. CS911510Y4Otlry VPtlI PeremC145560M11, 91,4RfQ ell NdV14Udl b1111d01Q CanpmelL 11W �Yeee•epyOr4iY�ra�rmsasseomw�3ra�'=rc�e�emrms� m YaaebeMtrdovmmrffins�yr.A6®cI�ma9l5 �alxadl9 r�'NI� _ sit psmc� yeadPRnAY f��'..t d eam 1 the {YtiT xsmN6as s). AIe51V C. lIFBoa 01mlIa, pS885alNIR9aW4me Cmnponent e904PeFL Sufte 31 14-8H 218 N. La 9retl, 914e 312, Akmndia, VA Zp14. M 36610 . Temp, FL 36610 Job Truss Truss Type T15530085 1495035 CJ05 ComerJack i r ce 'ona uuaoers rirsruource, lamps, leant Illy.rmnw .vaao 5 Sfl.5xa SIP = 24 �r ID_Hc2gBZGEgE?go60oXgHiAYUiu-BgNVVY 7ZGJyaepwvkFZrzaV004COmgzGd7UnyLlpl Scale=1:17.4 LOADING (pat) SPACING- 2-M est. DFFL in (lot) Odell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 027 Vert(LL) -0.01 45 >999 240 MT20 244M90 TCDL 200 Lumber DOL 1-25 BC 0.22 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.12 Horz(CT) -0.03 3 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 17 lb FT=20% LUMBER-i BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-M oc purlins. BQT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 20 SP N0.3 REACTIONS. (Ib/size) 3=64/Mechanica1, 4=6/Mechanicel, 5=435/03-0 Max Horz 5=108(LC 12) I Max Uplift 3=-02(LC 12), 4=-G(LC 1), 5=-163(LC 8) Max Grav 3=64(LC 1), 4-22(LC 3), 5=435(LC 1) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS I 2.5=308/404 NOTES- I (6) 1) Wind ASCE 7-10; Vu1r160mph (3-second gust) Vasd=124mph; TCDL=4.2psr; BCDL=3.Opsf h=15ft; Cat. II; Exp C; Encl., GCpi=0118; MWFRS (envelope) and C-C Extenor(2) 0-M to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ;end vertical left and right exposegC-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit b2tween the bottom chord and any other members. 4) Refer tol girder(s) for thus to truss connections. 5) Provide mechanical connection (by others) of truss to bead rig plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except fit -lb) 5=163.� 6)'This manufactured product is designed as an Individual building component- The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." NOM OR 7R6 HICLUDEO hRnSlrREFERERCEPAGE4 747J rer. ferD.ilI015REfORE ME k loss. Isbas a Amonemamd. ehoen. end isles. In6vidual-Wtfim tamooneot not This Rem has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cork 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 8,2018 ob Tmss Truss Typo Oly Ply T75534088 1495035 CJ07 Comer Jack 8 1 I J i Builders RrstSource, Tampa, Plant City, Florida 33566 1 7-0-0 B.LLU S UCn b Ant1 MI I ex mGUWa5. mb. I nu NW d UBaGM And Fege l to. _Hc2gBZDEgE?go60o)(gHiAyLJiugONhjFrRuIOAZkDUN WOzmmUilomoakp4wNYHDyLip0 Sink=121.6 5 STI.54 STP = 214 II l9-10 t-0 7-0-0 810 4-1p8 LOADINGI(psf) TOLL 120.0 TCDL 20.0 BCLL OD BCgL 10.0 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress lncr YES .Code FBC20177rP12014 CSL TO 0.46 BC 0.20 WB 0.14 MatnxSH OEFL in (Joe) Met Ud Vert(LL) 0.03 45 >999 240 Vert(CT) -0.03 45 >999 180 Horz(Cr) -0.04 3 r9a nVa PLATES GRIP MT20 244/190 Weight Zito FT=20% • 1 LUMBER-1 BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing dnectly applied or 643-0 oc pudins BOT CHORD 2(4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. ,WEBS 20 SP No.3 REACTIONS (Ibtsize) 3=155/Mechanlcal, 4-38/Meohanical, 5=5D1/D." Max Horz 5=150(LC 12) Max Uplift 3=-110(LC 12), 4-4(LC 12), 5=-162(LC 8) Max Grav 3=155(LC 1). 4-77(LC.3),5=501(LC 1) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 0b) or less except when shown. TOP CHORD 1-2=2991146 SOT CHORD 15-110/254 WEBS 2-5=407/456 NOTES- 1 (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h--15ft; Cat II; Exp C; Encl., GCpi-0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3.0-0, Interior(1) 3-0-0 to 611-4 zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nomoncurentwith any otter live loads. 3) -This bass has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3S0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girders) for huss to truss connections. 5) Provide mechanical connection (by others)oftruss to bearing plate capable of withstanding 1001b uplift atjoint(s)4 except(jt=1b) This item has been 3=110, 5=162 electronically signed and 6)'This manufactured product is designed as an individual building component The suitability and use of this component for any sealed by Q Velez, Joaquin, PE particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code." using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 8,2018 WA/dpG-Voydely)rpsre�asatlRFAD A'OTt4 OM TIaSAIGIYIC[lID®1NHLREiEJi9rGEFAGE4167IT],es:1d0lAI56EFOFE nec OmT en hnxtlod/rWrpa�asshmn.mtlpny ehusssystem Before bs sygenruxaiYAil,afTd'dmnegnermUstllylhe tl Nfs Design Ibedereg IneMI9 deMW Wo Mera yMans dmtedistodina wnermuslvedymeeuainss chadmersantlmly. imaltele huiltling tlesyn. &ecNp Ndlratetl isto proven[huQling arintiritluel trussweb and/ordlatlmemben ony. en beGng Welk' rg.e.1gulde cery,en1mmanent Is ehreysieWlatlfbrsiebitiy end to PmvenlcdlePse wlM posslNe pasmel lnlury antl Papedytlamege. FagenemlgultleneeregadS ale fabdrellat 9aege, dtlivery. veuim endtroWgdbuse2l8 Xd h tSus.see Alt%VA 10YaBh e+aali naai9zmd aC9 auadlnB aonWanenl S�Mo,r�im emleNe ran Tins Flate lnsande.2lBN Lee Sheet 9rie 312, AI®Mha, VAID1( ®04 Piska Fag Nn1 Tanga, FL 36610 Job Truss Tom Type Ply T75534087 1495035 E19 Jack -Open �Qty 22 1 o io Builders FirstSource, Tampa, Plant City, Florida 33566 &220sott 5 zulamiexincusoce:r s, Inc. hunw cuau:uazura Fogel I0:Hc2gBZOEgE2go60d(gHiAyLJiu96NhFzRutOA7MNMWOnnmUNo'oasKpAwKYHDyUpO I 44&10 5 STI.5xa sTp = 2r4 II 13-10 1-1 900 1810 &168 Scale =12•i.2 LOADWG'(pst) SPACING- 2-0-0 CSL OEFL. in (loc) Vdefl Ud PLATES GRIP TCLL I20.0 Plate Grip DOL 1.25 TC 0.94 Ved(LL) 0.12 4-5 >693 240 MT20 244r190 TCDL 20.0 Lumber DOL 125 BC 0.50 Ved(CT). -020 45 >411 180 BCLL 0.0 Rep Stress lry YES WB 0.16 HOrz(CT) -0.12 3 n/a n/a BCDL 10.0 Code FBC2017KPEM14 Mat"-s" Weight 29m FT=20% Lu=rR-I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BQT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. - WEBS 2c4 SP N0.3 REACTIONS. (INsize) 3=234/1ilechanical, 4-73/Mecharrical, 5=58710-6-0 Max Horz 5=191(LC 12) Max Uplift 3=-155(LC 12), 4=-6(LC 12), 6=-171(LC 8) Max Gray 3=234(LC 1). 4=123(LC 3), 5=587(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All foms 250 0b) or less except when shown TOP CHORD 1-2=J66H91 BOT CHORD 1-5=-130/290 WEBS 2-5=s44/552 NOTES (6) 1) Wind: ASCE 7-10; Vult=160mph (33second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; tr=15ft; Cat II; Exp C; Ewl., GCpi=08; M WFRS (envelope) and C-C Extencr(2) 0-0-0 to 3-0-0. Intedor(1) 3-0-0 to &11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunentwith any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3S0 tall by 2-" wide will fit between the oo6om chord and arty other members. 4) Refer to,girder(s) for truss to truss connections. 5) PmAde mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift atjojnt(s)4 except(jt=1b) This item has been 3=155, 5=171. electronically signed and 6)'This manufaclured product is designed as an irxrividual building component The suitability and use of this component for any y Velez, Joaquin, PE sealedbyis particular buildthe responsibility of the building designer per ANSI TPI 1 as referenced by the building code." using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.88182 Mi rek USA, Inc. FL Ced6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 8,2018 YQ�p�ammsseo NTrB ®NAW&id Ens 6�ICE PAGEf@TlArer.lnW(AISBWRE IISE. 'Thisd6m *o,oIIIDHYk W. .t r m,npxtI. rsMiil rvrammtr.a imkmsrnu+r wmPgnp. Wns. y■ o buss system. Berge r design NMOa . dda&Tbreu.,th. Wieamn.tnsnusty, .da. designer must vedrythedp aTyotdesign pemmdem endmty. ■■77YY i eulidingdesWlmdign acingiWmd lstomimlupe alNdNe l W Adk lama tete0is g indee ed istg hatlme ry. nttra WOW r=n injugmd gmeraIguldameryandpermenent5recing Is elweys,requlred fm 5eblliy end to Pavml rollapsa wlN pmsWa persmel injury end WaPeM damage. Far generel pultlmroregeming lna age. tebdnam,4uege,tlegvery.ertdim and Getln9 ofuus<ssenduuss syslen yson AIL9YIPtl grntlh Lyaayf aABCal eagdug eompor.ad aa04 Parta SVary kdanoslm erdatle Fan Trr�Relelnsmrte, 219N1ee�9de]tZ.N�Y-VATISI4. Tmripe, FL 36610 366fa Job Truss Truss Type OtY PIY T75534D88 7495035 HJ9 Diagonal Hip Girder 4 1 Job Referenceo ina Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s Oct 62018 MTek Industries, Inc. Thu Nov 808:10:062018 Pagel to: _Hc2gBZOEgE?go6DoXgHiAyW iu.8cx3wb_3FAW 1 Buo6wDxCl_1 pBC1?gG_zOa65gfyL1p? 2-71-14 655 .6 7-2: I 12-8-0 I 241-14 3-5-814.9 4.10.1 1 i 2r4 II LOADING (Pat) TOLL 20.0 TCDL 20.0 BOLL 1 0.0 BCDL 10.0 SPACING- 2-0-0 PFaki Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC'2017/rP2014 CSL TC 0.64 BC 0.57 W3 0.33 MatmrSH DEFL. in Ved(LL) 0.08 Vert(GT) -0.11 HOM(CT) -0.01 (roc) Odell U/d 7-8 -999 240 7-8 0999 180 5 nla Na PLATES GRIP MT20 244/190 Weight 62 lb FT=20% -LUMBER-, BRACING-. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 Gc purlins BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 64-O oc bracing. WEBS 1 2x4 SP No.3 REACTIONS. (Ibrsize) 5=141/Mechanical, 6=307/Mechanical, 9=453/0-11.5 Max Horz 9=190(LC 4) Max Uplift 5=.68(LC 8), 6=245(LC 8). 9=573(LC 4) Max Grav 5=158(LC 3), 6=307(LC 1), 9=715(LC 35) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-288/626, 2-3=531/350 BOT CHORD 1-9=572/287, 8-9=572/96, 7-8=399/447 WEBS 1 2-9=5961393, 2-8=354/867, 3-7=518/463 NOTES-. 1 (8) 1) W nd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=().,�18; MWFRS (envelope); cantilever left and right exposed ; end ver8cal left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This Inds has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will In between the bottom chord and any other members. 4) Refer to -girder(s) for truss to truss connections 5) Provide iechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except (it -lb) 6=245,9=573. 6) Hanger() or other connection device(s) shall be provided sufficient to support concentrated load(s) 25 lb down and 18 lb up at 1-4-15, 25 lb down and 18 lb up at 1-4-15. 103 lb down and 231 lb up at 4-2-15, 103 lb down and 231 lb up at 4-2-15, 46 lb down and 53 Ib up at 7-0-14, 46 lb down and 53lb up at 7-0-14, and 106 lb down and 111 lb up at 9-10-13, and 106 lb down and 111 it, up at 9-10-13 on tap chord, and 1 lb down at 14-15. 1 lb down at 1-4-16, 56 to down and 1541b up at 42-16, 56 to down and 154 lb up at 42-15, 15 Ib down and 11 lb up at 7-0-14, 15 lb down and 11 lb up at 7-0-14, and 34lb down and 16 lb up at 9-10-13, and 341b down and 16 lb up. at 9-10.13 on bottom chord The design/selection of such connection device(s) is the responsibility of otters. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8)'This manufactured product is designed as an Individual building component The suitability and use of the component for arty particulai building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASES) Standard 1) Dead + Roof live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15=80, 15=-20 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart 6634 0904 Parke East Blvd. Tampa FL 33010 Date: November 8,2018 0 MO]ES Gkllils rm NC[1rG814GI6rRH£aHICEVAGE4r6]())nn. faGYm156(;ORErISE "Ire des htas mlvG pmemders 4., endistm an ln6viduel bundmg c ,,mart, ad � rust vedfythe soPUMUIlyddesign pamnnlm and w rt; bcorpdateflus desgn into be w nill ■E" c ngdjn duel Wsswebendrarcbadmembemony. A K=ltem,ar,,andpa enlpetlng MtTel•" �serolhpae u• persmelbywymdpgrdy damage. FagecemlgfgdeorcregaveivgMe R di sev40r�s�Cy, see A�MI Q+�1�4G�am0aB Btl9�1�M �pP��FasO@d ®de,2rarals5bM.9¢434,A�igVAZD14 Ta. M]Hilo Job Tmss Truss Type Gry Ply T75534088 1495035 HJ9 Diagonal Hip Girder 4 1 JoblReflinamm(optignall Builders Frs64ource, Tampa Plant Olry, O.LLU 5 VCI O N lu ml l eR IIIUY]u1GI,lu. I l,u IOW o uo, lu,ua cu,o ruyu c ID.Hc2gBZOEgE?go60oXgMiAyLJu-8U3wb_3EAWISuofiwDxCJ 1pBC1?gG_zOa65gryLlp? LOAD CASE(S) Standard Concentrated Loads (Ib) Vert:11=253(F=126, B-126)13=-83(F=A1, R- 41)15=210(F'=1D5, B=105)17=20(F=10, B -10) ;sxmzm.x..,navmueaor�.�F ��• n v�6Naai w4�s a.eaa�ad, Rat 1�YS marpaete NSd inlotee mm and ntbra mllend,ng m rhedng gH �,meladmamr�rd"oam IYlilek" olter,a. �aBe9atl 8c51 erAaa0eomporrmd wg4 Pate 10 M Taro®. FL 366f0 Truss Truss Type Ohl' PlyT15534009 [ob 495035 T01 Hip Girder 2 1 JobReferegoabotignal Builders FirslSource, Tampa, Plant City, Florida 33566 iR 6x12 MT20HS = 8.280s OM 61018 MIIBK Iatlu5me5, leG Inu Nov 8u6: 5x6 &12 MT20HS = z6 = 5x8 = 5,00112 _ .. aV — 16 15 25 14 26 Sr1.6x8 SfP = 4x12 =6x12 MT20HS = 6x8 i 2-1-10 LOADING (psf) SPACING_ 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL I 125 BCLL 0.0 Rep Stress Incr NO BCOL 10.0 Code FBC2017/rP12014 LUMBER-' TOP CHORD 20SP No.2 •Except• 35,6-7: 2x6 SP No.2 - BOT CHORD 2z6 SP M 26 WEBS 2x4 SP No.3 Zr 28 13 29 30 31 12 32 -- Sx6 = 6x12 MT20HS = 4x12 Sole=1.63.3 10 STI.5x8STP = 6k8 CSL DEFL. in (bc) VdeO Lid PLATES GRIP TC 0.93 Vert(LL) 0.41 11-13 >987 240 MT20 2441`190 BC 0.58 Vert(CT) -0.67 11-13 >OD5 180 MT20HS 187i143 WB 0.94 Horz(CT) 0.15 10 nia nia MatdxSH Weight: 231 Ito Fr=20% BRACING. TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-18 oc bracing. WEBS 1 Row at midpt 4-15, 6-11, 2-16, 8-10 REACTIONS. (Ibfsize) 16=3301/0-8-0, 10=3323/0-8-0 Max Ho¢ 16=-68(LC 32) Max Uplift 16=1559(LC 4), 10=1572(1-C 5) FORCES. Qb) - Max CompJMax Ten. - All fames 250 0b) or less except when shown. TOP CHORD 1-2=-290/158, 2-3=57462859, 3-4-53192704, 45=7931/3940, 6-7=53592726, 7-8=57912885, 8-9=-2961163 BOT CHORD 15-16=-1990/4120, 13-15=-3793R691, 11-13=3804f7713, 10.11=-1984/4150 WEBS 2-15=534i1343, 3-15=-69011473, 4-15=-281111433, 4-13=-43/622, 6-13=15/557, 6-11=-2781/1422, 7-11=681/1457, 8-11=641/1364, 2-16=49072382, 8-10=49402402 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VW[=160mph (&second gust) Vastl=124mph; TCDL=4.2psf, BCDL=3.Opsf; tF15ft; Cat II; Exp C; Encl., GCpi=b.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right "posed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconwrrentwith any other live bads. 6) • This buss has been designed for a live load of.20.Opsf on the.boflom chord in all areas where a rectangle 35-0 tall by 2-0-0 wide will in between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)omt(s) except (it -lb) 16=1559,10=1572. 8) Hangei(s) or otherconnetdion device(s) shall be provided sufficient to support concentrated load(s)173 lb down and 169 b up at 9-OQ 154 th dawn and 169 Ito up at 11-0-12, 154 to down and 169 th up at 13-0-12.154Ito down and 169 ID up at 150-12. 1541b down and 169 b up at 17-0-12. 154 ro down and 169 ro up at 18810, 154 b down and 169 b up at 20E-8, 154 ro down and 169 Ito up at 2258, 154 Ito down and 169 Ito up at 24-68, and 154 Ib down and 169 lb up at 2688, and 259 Ito dawn and 2331b up at 28-7-4 on top chard, and 331 lb down and 288 Ib up at 9-0-0, 83 It, down and 25 Ito up at 11-0-12, 83 lb down and 251b up at 130-12, 83 m down and 25 Ib up at 15�12, 8316 down and 25 lb up at 17-0-12, 83 lb down and 25 m up at 18-9-10. 83 Ito down and 25 Ib up at 2D.". 83 Ito down and 25 a) up at 2258, 83 b down and 25 Ito up at 2458, and 83 Ib down and 25 th up at 26-68; and 331 b down and 288 lb up at 2858 on bottom chard. The design/selection of such connection devices) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are rated as front (F) or back (B). 10)'This manufactured product is designed as an individual building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." d Ia This Rem has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68102 UiTak USA, Ina FL Carl66M 6904 Parke East Blvd. Tampa FL 33610 Date: November 8,2018 Lowly"WJpNg"mdAE40 A Off TgSAKO IXC224M50 Yr9rA6Elt MPAOEI 7M. ta012M6860REf Deggnvaldfause mywflh T9T.W.ect. Th's design is Wsed ,11 uponpemmet. shown, andls roan con duat Md., evnpmmt, not e Wss system llao use, the Wilding devgnermust wrilythe eppacadlityMtleslgn parametersend Wwrly heagomt0 this&MM Inro the oremll Mdingdesn n, lLacingNdwtedlstopeventWd g&M"dwiO ssv hantl caadme meMy, Pil6Cmallempgeryandpemmnrnldetlng MiTek' lseNays[egi4e4fo[sta6adY evdlaprovent mllopsewW p 6 Mopersmxlbturymdpr�eOY damage- FaguwmlgWdaoeeregardiagltr aer�m,s14age.0eFvy.esaCm �ham9(/tl@PSeodYr�swIDma..a AY9lIR1�8e OfOvl;o�matl BG9Bim9C� Ssiry KumY>n aralra,leivn Trpa R46csti�.218N1xe'SeeL Soes]12,AI®rdit, VA27314. 6901 Pate Fa4fA-0. ' Tagiam=10 ob Truss Truss Type Oty PIY T75534089 1495035 T01 Hip Girder 2 1 b efere o io Builders Fi tSource, Tampa, Plant City, Fladda 33566 8.220 s Oct 62018 MITek lndustnes, me. I nu Nov a u8:10:092U1a Page ID:_Hc2gaZOEgE7go6OoxgHiAyLJiu-YncCZCOxy5vc2LXhcMUvxcfGwP2ctUDPSVLmPyLloy LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pit) Vert: 13=-80, 8-7=-80, 7-9=-80,1-9=20 Concentrated Loads (lb) Vert: 3=-154(B) 5=-154(B) 7=-187(8)15=331(B)13=53(B)11=331(B)17=-154(8) 18=-154(B)19=-154(B) 20=-154(B) 21=-154(8) 22=-154(B) 23=-154(B) 24=-154(B) 25=53(B) 26=-53(B) 27=53(B) 28=53(B) 29=-53(B) 30=53(B) 31=53(B) 32=53(B) ®wA wo-wffrd¢fgnpmmreXrs Rtl mom ONTOS AIa)PLI/NIDlmERRElEHFNCE PAOEtl6)!la2v. fa4YPI56EIDRE USE. D.ig6 eG ft.aa2a mrns moms.TKs& 6baatlmyepmpmmatazsOQogmdkOv®I Omffimgm�mt ml eMmis/IDm�vens-E9atm�md �.a91a81Ce Rl�@e9S6sP�+'�� P pvtj 45@�eMuC JY tA9Oa9� r+mv9tn0.ztxrr600V'�d4la�➢irAd nemrdls9tlfdvtl+a6om�5OYq- .'tl ft a ac OrrH�Orad1D p��r^{, p�- vs �.tJsae�wdtr Ymr4blm.amAadmVs. E.1P�eP�+rii9mNNse4P�bdm�e Far9m+maf9�reg�B.19C* E4CY6�rli feDuta0m, 5orgge,OWery, eretlim endlxmin9�WssesenOtruss rystnm.ve AHSUIRi LbraGlY Ctlleda, 0.5a39 antl ea9 BW14N91%.mp.nmd 690e Fmk. Fast HNO. sai.ry Nfmmatlm av nle0 True Ratetm e,218N.Lee Mreet.9 312,N.mn .VA=14. Tmapa, FL 36610 Tmss Tmss TypePly[ob 495035 T02 Hip 2 1 LbReference(optionatlT15534090 Builders FlrstSource, Tampa, Plant City, Florida 33566 5x8 = 8.220 s Oct 62018 MTek 5.6 = Inc. Thu Nov 808:10:102018 Scale: 3/1T=1' W1.5x8 SIP = 4xe = 3x8 = 3x4 = Sr1.5x8 SIP = i I 30 = 44 = LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 I SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 125 Rep Stress lrcr YES Code FBC2017rrPT2014 CSI. TC 0.54 BC 0.94 WO 0.72 MatnxSH DEFL in (loc) Well L/d Vert(LL) -0.1513-14 >999 240 Ved(CT) -0.35 9-11 1%9 180 Hom(CF) 0.13 8 rda n/a PLATES GRIP MT20 244M90 Weight: 191 Ib FT=20% LUMBER- BRACING - TOP CHORD 2r4 SP NO-2 •Excepr TOP CHORD Structural wood sheathing directly applied or 3-0-13 ocpunins. 35: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 , WEBS 1 Row at midpt 2-14, 6-8 WEBS 2x4 SP No.3 REACTIONS Obsize) 14=1880/0-8-0,8=1880A)-8-0 Max Hom 14-86(LC16) Max Uplift 14--577(LC 8). 8=577(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 1-2=348/182, 23=2688/1399, 3-0=3109/1713, 45=3109/1713, 5-6=-268a1139g, 6-7=348M82 BOTCHORD 1-14=86/404, 13-14=-11372233, 11-13=-10652402, 9-11=-105124D2, 8-9=-11232233, 7-8=-86/404 WEBS 2-13=-111334, 3.11=473ID24, 4.11=-716/492, 5-11=-074/924, 6-9=-111334, 2-14--2790/1728, 6.8=279011728 NOTES' (7) 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=3.0psf; h--15ft; Cat. II; Exp C; End., GCpi=0.18; M WFRS (erwelope) and GC Extedor(2) 0-0-0 to 3.9-2,. Interior(l) 33-2 to 11-0-0, Fxterim(2)11-0-0 to 16.3-13, Interior(1) 163-13 to 26.7-0, Extedor(2) 26-74 to 32-1-2, Intenor(1) 32-1-2 to 37-7-4zone; cantilever left and right exposed; end vertical left and right exposed;G-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This Item has been 4) This truss has been designed fora 10.0 pat bottom chord live load nomoncurrentwith any other live loads. • electronically signed and 5) This toss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-" wide seae sealed b VelezJoaquin, PE Y Q will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)olnt(s) except(Irlb) , using a Digital Signature. 14=577, 8=577. Printed copies of this 7)'This manufactured product is designed as an Individual building component The suitability and use of this component for any document are not considered particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." signed and Sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Data: November 8,2018 Job Tmss Truss Type Ory Ply T7553d091 1495035 T03 Hip 2 1 �Job Reference i n uwwemris ource, Tampa, rianz any, rionca a4 n ._ .. _ ____ __ __.. .............._....._..._.._...._..:............___. 5810 Sale:3/16'=f' 5� 2[4 II 5x0 = srlsmsrP= 2X4 II ass= am= 3x4= a4 II Sr1.5xe S1P= axe � 314 = 3>s = axa LOADING (psi) SPACING- 2-0-0 CSL OEFL in (be) I/defl L/d PLATES GRIP TCLL 1 20.0 PWte Grip DOL 1.25 TC U-74 Ved(LL) 0.14 12 >999 240 MT20 244M90 TGDL 20.0 L mberDOL 1.25 I BC 0.85 Vert(CT) -0.3211-12 >999 180 I BCLL 0.0 • Rep Stress lrvx VES WB 0.66 Horz(Gn 0.13 8 nfa nfa BcPL 10.0 Code FBC2017/TP12014 MahurSH Weight 2D5 to FT= 20% LUMBER- BRACING. TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BQT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 531 oc bracing. WEBS 2x4 SP No.3 WEBS 1Raw at midpt 2-16.6-0 REACTIONS (lb/size) 16=1880/0-8-0, 8=1880/D-&0 Max. Holz 16=-101(LC 17) Max Uplift 16=550(LC 8), 8=550(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2576/1366, 3-4=-2596/1484, 45=-2596/1484, 5-6=-2576/1366 BOT CFIORD 1-16=-84281, 15-16=-116712434; 13-15=-1167/2434,12-13=-9992284,11-12=9862284, 9-11=11542434, 8-9=11542434, 7-8=54281 WEBS 3-13=58/315, 3-1Y--269548, 412=5141359, 5-12=-269/54Q 5-11=581315, 2-16=-2937/1588, 6-8=2937/1588 NOTES (7) 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=151L Cat II; Exp C; Brief, GCpi�.18; MWFRS (envelope) and C-C Extenor(2) 0-0-0 to 3-9-2, Interior(l) 3.9-2 to 13-0-0, Exterior(2) 13-0-0 to 18-3-13, Interior(1) 18313 to 247-4, Extedor(2) 247-4 to 29-11-1, Interior(l) 29-11-1 to 37-7-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 35-0 tall by 2L-0 wide This item has been will fit between the bottom chord and any other members, electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except Ult-lb) sealed by Velez, Joaquin, PE 16=550, 8=550. 7)'This manufactured product isdesignedas an individual building component The suitability and use of this component for any using a Digital Signature. particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building cade." Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.66192 MTok USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 8,2018 P®m9ers atlN NOTES ONTHa M0 ORIxID®MIB(N6EItafCEl+AGEe16TITJ rr. fOUYIDISYFFORE USE WT vxriWo .Tb'a de Mmbased "w PNx = shown. Md Is for an bxhidud bW4m9 P cffl, not e EciO4mi� mmamt%OSW69=40M aff .' m pvpg my >ePm roia�s�odmNa®mJA �-11ii�� 9 S4RiT£k Job Truss Truss Type Oty Ply � T15534092 1495035 T04 Hip 2 7 J a a Builders FlrstSource, Tampa, Plant Cdy, Flonda 33665 amu s a c "1a Mn ex mausmes, ma I nu rvw o uQ I W IL "'a rage , I Iry_Hc2g8Z0EgE?go60oX9HigyLJiu-yMILBe3gE0HBvpGGHU2cYFHo7d1Z4u"VZGOJyLlov Scale = 1:64.9 5.00 12 6xI2MT20HS i 5x6 I STI-5x8STP = bx4 II Us 14 = 3b = I6 a4l If STI r"STP = 1 3x3 4 3x8 37-74 LOADING (psf) TOLL 20.0 TCDL 20.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSL TC 0.87 BC 0.88 WB 0.75 MatnxSH DEFL Vert(LL) Vert(GT) HoM(CT) in (too) BdeB L/d -0.13 12-13 >999 240 -0.35 13-15 >999 180 0.13 9 n/a We PLATES GRIP MT20 244M90 MT20HS 187rI43 Weight 199lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied 4-5:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-2-8 oo bracing. -BOT CHORD 2x4 SP No.2 WEBS 1 Row at micipt 2-13, 4-IZ 7-12, 2-16, 7-9 WEBS 2x4SPNo.3 REACTIONS (Ih'size) 16=1880/05-0, 9=1880M-8-0 Max Hom 16=116(LC 12) Max Uplift 16=-532(LC 12), 9=532(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (11b) or less except when shown. TOP CHORD 2-4--24561130.5, 45=-2160/1307, 5-7=2457/1305 BOT CHORD 1-16=51275, 15-16=11832516,13-15=-1 l B32516,12-13=-9152159, 10-12=-11692516, 9-10=-11692516, 8-9=61275 WEBS 2-13=-431/301,4-13=-75/427,5-12=-96/427, 7-12=-430/302, 2-16=-2966M585, 7-9=-2965/1585 NOTES (8) 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-W, BCDL=3.Opsf; tr=15ft; Cat II; Exp C; Encl., GCpI=0.18; MWFRS (envelope) and C-C Extenor(2) D-0-0 to 3-9-2, Interior(1) 3-9-2 to 15-0-0, Exterior(2) 15-0-0 to 26313. Irderi6gl) 20-3-13 to 22-7-4, Exlerior(2) 22-7-4 to 27-11-1, Interior(1) 27-11-1 to 37-74 zone; cantilever left and right exposed ; end vertical left and right exposed;G-C for members and forces 8 MWFRS for reactions shown; Lumber D01=1.60 plate grip D01=1.60 3) Provide adequate drainage to prevent water porting. 4) All plates are MT20 plates unless otherwise indicated. 5) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-M wide will fit between the bottom chord and any other members, with EML= 10.0psf. 7) Provide mechanical connection (try others) of truss to bearing plate capable of withstanding 100 lb uplift aljoint(s) except Ot=lb) 16=532, 9=532. (1) "rhis manufactured product is designed as an individual building component The suitability and use of the component for ary particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the buildirg code." I fe.LLVlerSDB REr1SE d This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaqutn Vela PE No.68182 MiTek USA, Inc. FL cart6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 8,2018 ff. T. Rare ImM te. 2fa N. Mirew T Pmxe36610 Tampa, FL 1fifi10 Job Truss Truss Type City Ply T15534093 1495035 T05 Hip 2 1 Job Reference a Builders FilstSource, Tampa, Plant City, Flonda 33556 5:11a I ti-tarz 5.00 12 5x8 5x6 = 5 6 U."USVa oemOmu eR n UUbUi],mG ummvouo. rv.m m,o 3x6 18 11 1b 15 14 ,o ,< STI.5x8 STP = 3x4 = 4x6 = 14 = 3x8 = 46 = 3x4 = 3xa i Seale-1:65.7 11 — — ST1.5x8 STP = 3.8 37-74 LOADU3G (psn TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr YES Code FBC2017/rPi2014 CSI. TC 0.51 BC 0.90 VVB 0.61 Main.SH DEFL Vert(LQ Vert(CT) Horz(CT) in (too) Well L/d -0.1815-17 -999 240 -0.48 15-17 >845 180 0.13 11 rita rda PLATES GRIP MT20 244190 Weight 2111b FT=20% LUMBER- BRACING - TOP CHORD 2r4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 34-0 oc purlins. BOT CHORD 2(4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6A-12 oc bracing. WEBS' N41 SP No.3 WEBS 1 Row at mldpt 2-18. 9-11 REACTIONS. (Ib/size) 18=1880/0$-0, 11=1880/0-0-0 Max Harz 18=131(LC 13) Max Uplift 18=550(LC 12), 11=550(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - Al forces 250 (Ib) or less except when shown. TOP CHORD 1-2=--276266, 2-4=267611310, 45=-220211211, 5-6-1959/1189, 6-7=2203/1212, 1 7-9=-2676/1309, 9-10=276265 BOT CHORD 1-18=-157/341, 17-18=1028/2316, 15-17=10272332, 14-15=-750/1958, 12-14--10162333, 11-12=-10172316, 10-11=-156/341 WEBS 4.15=560/393, 5-15=-240/512, 6-14=250/496, 7-14=558/392, 2-18=2941M582, 9-11=-2940/1581 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (&second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; W15ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and GC Exterior(2) 0-0-0 to 3-9-2, Irderior(1) M-2 to 17-0-0, Exterior(2) 17-" to 25-8-8, Interiof(1) 2541-8 to 37-74=ne; cantilever left and right "posed ;.end vertical left and right exposed;CC for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pondirg. 4) This truss has been designed for a 10.0 par bottom chord We load nonconcurrent with any other live loads. This Item has been 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 by2-0.0 wide electronically signed and - the bottom chord and arry other members. will fit mechanical uplift except Gt=lb) 6) Pmvide connection (by others) of hussto bearing plate capable of withstanding 1001b sealed by Velez, Joaquin, PE seal 18=550, 11�50.using Digital Signature. a a 7)'This manufactured product is designed as an Individual building component The suitability and use of this component for any Printed copies of this particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." document are not Considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Vein PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: November 8,2018 Job Truss Truss Type OLY Ply T15534094 1495035 T06 Common 5 i LbReferencit(opfignaft Builders FirstSource, Tampa, Plant City, Florida 33566 a.zau s UM n zu1 a mu ex meusmas, mc, mu NW a 66. 5.15 ar io reyn , I6._Hc2gBMEE9E?go66oXggiiAyLJiu-Mc_TP950 WImG_ryctuANNtd2NHF5HTTo4deyLlos I ♦• a -a ssn rr+a e-1-10 s+-10 s•t-s fist+ 5x6 = ST+.5+8 STP = 3x4 = 4x6 = 3xa = 4ffi = 14 = S1`1.5x6 STP = Us 6 Us 2.1-10 1.a o 2g m M Plate Offsets OCYI- r140-120-IA [9-0-0-120-1-01 LOADING Cast) SPACING- 2-0-0 cSI. DEFL in (loc) Alden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.58 Vert(LL) -0.19 11-13 >999 240 UT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.81 Ved(Cn -0.4511-13 >901 180 BCLL 0.0 Rep Stress lnrr YES WB 0.66 Horz(Cf) 0.12 10 n/a rda BML 10.0 Code FBC20171rPY2014 MatrbrSH Weight 197 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc puriins: BQT CHORD 2N4 SP No.2 -Except` GOT CHORD Rigid ceiling directly applied or 5-1041 cc bracing. - i 12-14: 2x4 SP No.1 WEBS 1 Row at midpt 6-13, 4-13, 2-16, e-10 WEBS' 2r4 SP No.3 REACTIONS. (lb/size) 16=1880/0-", 10=1880/0-0-0 Max Horz 16=-145(LC 17) Max Uplift 16=565(LC 12),10=565(LC 13) FORCES. (to) - Max Comp.lMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 1-2--278219, 24=2680/1239, 45=-2069/1073, 5b=2069/1073, 6-8=-2680/1239, 8-9>278219 BOT CHORD 1-16=-1081352,15-16=9692386, 13-15=-8862302, 11-13=8872302, 10-11=9712386, ' 9-10=-108/352 WEBS 513=-083f1068, 6.13=688/423, 6-11=53282, 4-13=-688/423, 4-15=52282, 2-16=-2918/1547, 8-10=2918/1547 NOTES- (6) 1) Unbalanced roof We loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h-151t; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Eldedor(2) 04)-0 to 3-9-Z Interior(l) 3-9-2 to 18-9-10, Extedor(2)18-9-10 to 22-6-12, Imeriogl) 22-6-12 to 37-7-4 zone; camilever left and right exposed ; end vertical left and right exposed;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load norconcurrem with any other live loads. This Item has been 4)- This truss has been designed for a live load of 20.Opsfon the bottom chard in all areas where arectangle 3-6-0tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members, with BCDL=10.Opst' Sealed b VE!IE!Z, Joaquin, PE Y 9 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift atjoings) except (�Ib) using a Digital Signature. 16-565 10-5565. 6)'9-ilis manufactured product is designed as an individual building component The suitability and use of this component for any Printed copies of this particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE ROAM82 MTek USA, Inc. FL Cart 6834 6904 Parka East Blvd. Tampa FL 33610 Date: November 8,2018 ®®ARMOd W.. yJezFyr4maa�vsaolaws. HOht,isba a* parDItersah .ands I. an inmT4Trrtv.fa cam,5ad.not AE 0ftV 5,te xneerxdyw.thebetamnedormulede9g1e awedaUrcyof s1wprus9,oen, m1d¢farai mdiwmm hid'ngempmeµ rml � 'e Uuss rystam 6etao uu.ma Lra4mg tlesign<rmust ve4ryPie eppgmbTy o+devgn penvneen end prapeMb�Pan+emis de9gn WONa wen0 Is ad ysrsgn. amchgindmnd is+oimicNIu withf osable ltrussweEury and uadmemEene. Fong nerai hempvereprommvnenlhremig MiTeW Is ehnys raPaea Ion SeltirM and to prevent ooilepse with possiNa persmal Injury end property danega. For Icml Witlenw repardinp Na talxxeWlYaege, deWery.eredlaneMheorgolNvsesen44ua zy4ea�see A16RIIW1 OVY11 C+an4 D9a-a9mxt e[SI0ldidblg Conmvrad Tampa. FLrnpa, pa.n F9Y81d. � Civrna4lm evaiatle(mn Te¢s Raierrt9mde, 218 N Ltt Stre4 S+de]12, A'mMq VAZ814. ]9it0 Symbols PLATE LOCATION AND ORIENTATION sr4 Center plate on joint unless x, y WI Moffsets are Indicated. Dimensions are In ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-111en I For 4 x 2 orientation, locate plates 0- 'nd' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available In MITek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension Is the length parallel to slots, LATERAL BRACING LOCATION Indicated 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: ANSIITP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing, SCSI: Building Component -Safety information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 648 I I dimensions shown Inftxteenths (Drawings not t scale o stela) C O U a O H 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 ANSIrrPI 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 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e,g. diagonal of X-bracing, Is always required. See Scat. 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 deal or erection supervisor, property owner and all other interested parties, 6. 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 lot ere regulated by ANSI7rial 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSIfT I1. 8. 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, odentatlon and location dimensions Indicated are minimum plating requirements. 12, Lumber used shall be of the species and size, and In all resppeats, equal to or better then that speefled. 13. Top chords must be sheathed or purllns provided at spacing Indicated on design, 14. Bottom chords require lateral bracing at 10 ft. specing, or less, If no telling Ia 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 othemise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks, Consult with project engineer before use, 19, Review all portions of this design (front, back words end pletures) before use, Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with -ANSVrPl1 Cuality_Crlters, Lumber design values afe in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. E COPY RE: 1495035 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Mike Goodner Project Name: 1495035 Model: Goodner Res. Tampa, FL3361o•4115 Ldt/Block: Subdivision: Address: 5025 Emerson Ave. City: Ft. Pierce State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 50.0 psf Floor Load: N/A psf This package includes 12 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. I Seal# Truss Name Date 1 T16180571 CJ01 2/4/19 12 1 T1 6180572 1 CJ03 12/4/19 13! �T161805731CJ05 12/4/19 14' T161805741 CJ07 12/4/19 151 I T161805751 EJ9 12/4/19 16 T1 6180576 1 HJ9 1214/19 1T T161805771TOt 12/4/19 l e 1 T1618057S I T02 12/4/19 19 I T16180579 I T03 12/4/19 110 IT16180580IT04 12/4/19 1111 I T16180581 I T05 12/4/19 112 IT16180582IT06 12/4/19 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: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. 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. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. %, V'JER P. pj V�GEN`SC..�,'�i No 22839 0: STATE OF :�41/ i�F : OR I O P e-:b Walter P. Finn PE No.22839 MITek USA Inc. R Can 6634 6904 Parke East BIVd. Tampa R.33610 Date: February 4,2019 Finn, Walter I of 1 Job Truss Truss Type Oty Ply T16180571 1495035 CJ01 Comer Jack 8 1 Job Reference o tional eunaers tdrs[bource, Tampa, ream sAry, nonua aapoo ADEQUATE SUPPORT REQUIRED. o.cmarvuv is taro tin ten muvanma,um. ,. - r=yam, ID_Hc2gBZOEgE7qo6OoXgHiAyLIi FC25wfSv8jZuzQBOKTmle7rY8U_6pFGsam9oYAzcYCO 3 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 1 >999 240 TCDL, 20.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -le LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (IWsize) 1=49/Mechanical, 2=39/Mechanical, 3=10/Mechanical Max Hom 2=27(LC 12) Scale =1:7.1 PLATES GRIP MT20 2441190 Weight: 3lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. Max Uplift 1=-25(LC 12), 2=-12(LC 12) Max Grav 1=49(LC 1).2=39(LC 1). 3=20(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;.BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beeping plate capable of withstanding 100lb uplift at joint(s) 1, 2. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 4,2019 A WARNING-VeN/ydegin Paramefem antl REAONOTES ON TNI5AND INCLUOEOMNEKIREFEB CEPAGEA174m env. 16KW1015BEFoRE USE Design valid for use only withM9ek® connectors. Mile design Is based only upon parameters shown, and b for an Individual building component, not a iNss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. &achg Indicated b to prevent buckling of individual truss web and/or chord members only., Additional temporary and permanent bracing b always requketl for stability antl to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and hues systems, seeANSI/IPit GualNkyy Canada. D3149 and OCSI Eu9dbD Component Safety Informationavallabie from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexontlrla. VA 22314, ��' MfTek' 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply ' T16180572 1495035 Was Comer Jack 8 1 Job Reference (optional) Builders FingSource, Tampa, Plant City, Florida 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 4 10:35:4B 2019 Page 1 ID-Hc2gBZOEgE7go60oXgHiAyL3iu-jpbT77SXv1 hiba17uBHxACOfHuF7YgLOpOuL4czoYCP Scale = 1:11.3 ST1.5xB STP= 3x6 11 LOADING (psQ SPACING- 2-0-0 C51. DEFL. In -(lac) Well Vd PLATES GRIP TCLL 1 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL, 20.0 Lumber COIL 1.25 BC 0.29 Vert(CT) 0.00 5 >999 180 BCLLI 0.0 Rep Stress lncr YES WB 0.14 Horz(CT) 0.02 3 n/a rda BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: ll lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-" oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 I REACTIONS. (lb/size) 3=-118/Mechanical, 4=-126/Mechaniml, 5=538/0-8-0 Max Horz 5=67(LC 12) Max Uplift 3=-11 B(LC 1), 4=-126(LC 1). 5=243(LC 8) Max Grav 3=45(LC 8), 4=62(LC 8). 5=538(LC 1) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-324/468 1 NOTES- to) 1) Wind: ASIDE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3,Opst h=15tt; Cal. 11; Exp C; Encl., GCpl=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and fight exposed ; end vertical left and right exposed;C-C for, members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Rdfer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except Ql=lb) 3_l18. 4=126. 5=243. 6) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod $634 6904 Parke East Blvd. Tampa FL 33610. Dale: February 4,2019 I Q WARNING- wdfydesrgnpammefenaod RE4DNO7ES ON THIS AND INCLUDEDM/TEKREFERANCEPAGEMX7473rev. 1d 015 BEFORE USE Design volld for use only with MiTekel connectors. Phis design Is based only upon parameters grown, and Is for an Individual building component, not a muss system. Before use, the building designer muss verify the applicability of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing bdicoted is to prevent buckling of hdlvldual hum web and/or chord members only. Additlonal temporary and permanent bracing MiTek' e always (soured for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and hum systems seeANSVPPII QuolMy Creeds. DSB419 and SCSI Building Component 6904 Parke East Blvd. Safety mformutionovolable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandao, VA 22314. Tampa, FL 33610 Job Truss Truss Type ay Ply T16160573 1495035 CJOS Comer Jack 8 1 Job Reference a tional Builders FirstSource, Tampa, Plant Orly, Florida 335BB a.-AmsNov ro zu 16 mrr an mu.mes, a,u. rnvn Fuu v, 0.35AG 231 ruye, ID_Hc2gBZOEgE?go6OoXgHiAyLJiu-jpbT7?SXvl Nbal?uBHxACOf7uG5YheOpQuL4czoYCP Scale = 1:17.0 ST1.5x8 STP = 2x4 II LOADING (psf) TCLL� 2D.D TCDL 20.0 BCLLI 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TIC 0.27 BC 0.22 WB 0.12 Matrix-P DEFL. In Ven(LL) -0.01 Vert(CT) 0.01 Horz(CT) -0.03 (loc) Well Vd 4-5 >999 240 4-5 >999 180 3 n/a We PLATES GRIP MT20 244/190 Weight: 171b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 I REACTIONS. (lb/size) 3=64IMechanical, 4— 6/Mechanical, 5=435/0-8-0 Max Harz 5=108(LC 12) Max Uplift 3— 62(LC 12), 4=-6(LC 1), 5=-163(LC 8) Max Grav 3=64(LC 1), 4=22(LC 3), 5=435(LC 1) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-308/404 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed - end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Piovide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 4 except Qt=lb) 5=163. 6) "This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33B10 Date: February 4,2019 ,&WARNING -Verify tles/gnparemelies.d READNOMS ON 7RISANDN'CLUDEDM1rEKREFERANCEPAGEM674M.r . 161.V2015BEFORE USE Design volid for use only with Mnerd, connectors. This design is based only upon parameters shown. and Is for an Individual building component, not a,iruse system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bueding design. Bracing Indicated is to prevent buckling of lndMdual truss web and/or chord members only. Additional temporary card permanent bracing ��- WOW Is always required for stability and to prevent mllopse with possible personal Injury and property damage. For general guidance regarding the fabticctlon, storage, delivery, erection and bracing of trusses and truss systems seeANSUiPII GualBy CMnb, DSBdg and IICSI Building Component Safe V bdormatbrpval oble from Truss Plate In tlfute. 218 N. Lee Street Suite 312, Alexandria, VA 22314. 69M Parke East Blvd, Tampa, FL 33610 Job - Truss Truss Type Only Ply T7618D574 1495035 CJ07 Comer Jack 8 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 4 10:35:49 2019 Page 1 ID:_Hc2gBZOEgE?go6OoxgHIAyLJiu-B?9sLLT9gLpcCkKBSuoAjOtmtHcdH7C924evc2zoYCO Scale = 1:21.4 I ST1.5x8 STP= 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TOLL' 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 4-5 >999 180 BCUJ1 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.04 3 n/a r1/a BCDL 10.0 Code FBC2017ITP12014 Matdx-SH Weight: 23lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=155/Mechanical, 4=38/Mechanical, 5=501/0-8-0 Max Horz 5=150(LC 12) Max Uplift 3=110(LC 12), 4=-4(LC 12), 5=162(LC 8) Max Grav 3=155(LC 1), 4=77(LC 3), 5=501(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP'CHORD 1-2=299/146 BOTiCHORD 1-5=-110/254 WEBS 2-5=-407/466 NOTES- (6) 1) V�nd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) 0-M to 3-0-0. Intedor(1) 3-0-0 to 6-11-4 zone; cantilever left and fight exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) • [This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 4 except 61=1b) 3-110, 5=162. 6) this manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart6634 6904 Parke East Blvd. Tampa FL 33610. Dam: February 4,2019 WARNING -Ver/ydssl9nperemefenend RE4DN07ES ON 7NISANDINCLUDED 181EKREFENANCEPAGENN-74"rev. laT3116015BEFOAEUSE valid for use only with MiTekls connecters. This design is based only upon parameters shown, and Is for an Individual building component, not of truss system.. Before use, the building designer must verify the appllcablity of design parameters and properly Incorporate this design Into the overall building design. BraCing Indicated a to prevent budding of Individual Uuss web and/or Chord members cdy. Additional temporary and permanent bracing Is always required for stablllfy and to prevent collapse with possible personal Injury antl property damage. For general guidance regarding the fbbriconon, storage, delivery, erection and bracing of trusses and truss systems, seeANSUgPI1 Quality Cdfedu, OSBd9 and SCSI Building Component Safely mtpnnalbrtwoJo0le from cuss pate Institute. 218 N. We Street Sulte 312 Alexandria VA 22314. Nil' MiTek 69N Parke East Blvd. Tampa, FL W610 Job Truss Truss Type Oly Ply T76180575 1495035 EJ9 Jack -Open 22 1 Job Reference o tianal bu iaers mrstbource, I ampa, t rant tAy, rlonaa .taut Scala =1:26.2 ST1.5x8 STP = 2.4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (roc) Udefl Utl PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.94 Vert(ILL) 0.12 4-5 >693 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.20 4-5 >411 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) -0.12 3 Na n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 291b FT=20% LUMBER- BRACING- TOP�CHORD 2x4 SP NO.2 TOP CHORD Structural wood sheathing directly applied. BOT,CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 101 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=234/Mechanical, 4=73/Mechanical, 5=58710-8-0 Max Harz 5=191(LC 12) Max Uplift 3=-155(LC 12), 4=-6(LC 12). 5=-171(LC 8) Max Grav 3=234(LC 1), 4=123(LC 3). 5=587(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=366/191 BOT CHORD 1-5=130/290 WEBS 2-5=-544/552 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opst h=15fh Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteror(2) 0-0.0 to 3-0-0, Interior(l) 3-0-0 to 8-11-4 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) this truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) 4 except gt=1b) 3=155, 5=171. 6) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33616 Data: February 4,2019 ,&WARNING - Veritydeslgnpsramefersend BEAD NOTES ON THISANOINCLUDED MITEKREFENANCEPAGEM/N471nn, IMMW015BEFOHE USE Design vaild forum only with Mnek® connectors. This design is based only upon parameters shown, and b for an Individual bulltling component, not a Cuss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this tleslgn Into the overall building design. Bracing indicated Is to prevent buckling of Individual mesa web and/or chord members only. Additional temporary and permanent brocing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fai storage, delivery, erection and bracing of trusses and truss systems meANSVIPI I Guollrylyy Carona, DSB489 and BCSI Suiding Component Safety Infermolbrgvailoble from Truss Plate Institute, 218 N. Lae Sheet Suite 312, Alexandria. VA 22314, ��- MITOW 6904 Parke East Byrd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T76160576 1495035 HJ9 Diagonal Hip Girder 4 1 Job Reference loptionaft Builders FirstSource, Tampa, Plant City, Florida 33566 6.22u s NOV Tb Lu1a ml I eK mausmes, Inc. Mon Feb 410:35;5I 2019 2x4 II Scale: 112-=1' 2.6.3 lP&1d 4-10-1 4.10-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Ver(LL) 0.08 7-8 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.57 Ven(CT) -0.11 7-8 >999 180 BCLL 0.0 ' Rep Stress [net NO WB 0.33 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 62 lb FT=20% LUMBER- BRACING- TOP;CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTICHORD 20 SP N0.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 I REACTIONS. gb/size) 5=141/Mechanical, 6=307/Mechanical, 9=453/0-11-5 Max Horz 914) Max Uplift 5— 68(LC 8), 6=245(LC 8). 9=-573(LC 4) Max Grav 5=158(LC 3), 6=307(LC 1), 9=715(LC 35) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 288/626, 2-3= 5311350 BOT CHORD 1-9— 572/287, 8-9=-572196, 7-8=-399/447 WEBS 2-9=-596/393, 2-8=-354/867, 3-7=-518/463 NOTES- (8) 1) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) this truss has been designed for a 10.0 psf bottom chord live load nonconcurenl with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Is uplift at joints) 5 except gt=lb) 6=245, 9=573. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 251b down and 181b up at 1-4-15, 25 lb down and 18111 up at 1-4-15, 103 lb down and 231 lb up at 4-2-15, 103 Ib down and 231 lb up at 4-2-15, 46 lb down and 531b up at 7-0-14, 46 Ib down and 53111 up at 7-0-14, and 106 lb down and 111 Ib up at 9-10-13, and 106 lb down and 111 Ib Up at 9-10-13 on top chord, and 1 Ib down at 1-4-15, 1 Its down at 1-4-15, 55111 down and 154 lb up at 4-2-15, 56 Ib down and 154 lb up at 4-2-15, 15 Ib down and 11 lb up at 7-0-14. 151b down and 11 Its up at 7-0-14, and 341b down and 161b up at 9-10-13, and 34 lb down and 16111 up at 9-10-13 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. ' 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building coda." LOAD CASE(S) Standard 1)iDead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1,25 Uniform Loads (pll) Vert: 1-5=-80, 1-6=-20 Vlalter P. Finn PE No.22336 MRek USA, Inc. FL Con 6634 61114 Parke East Blvd. Tampa FL 33810 Data: February 42019 O WARNING -Vedry EaalSn Parametaro.hd READ NOTES ON THIS AND INCLUDED M/rENREFERANCEPAGEM147413rev. faT11015REFOREUSE (Design valid for use only with MRek® connector. This tlesign 6 based only upon parameters shown, and Is for an individual building component, not ID truss system. Before use, the building designer must verify the oppllcablllN of design parameters and properly Incorporate this design Into the overall buadingdeslgn. BracingIndicated Istoprevent bucldingofIndividual tnrssweb and/or chord members only.. Addinonaltempomryondpennonentbracing ,Is always required for stability and to prevent collapse with possible personal injury and properly damage. Forgeneral guidance regarding the fabrication, storage, delivery, section and bracing of trusses antl Less systems, S8eANSUIP11 QualB1tyy Cmeda, DSO-89 and BCSI Building Component ISafety Nlarmatbrpvallable from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria, VA 22314. M!Tek' 69N Parka East Blvd Tampa, FL 33610 Job Truss Truss Type Oty Ply T16180 76 1495035 HJ9 Diagonal Hip Girder 1 f Job Reference o tiorlal Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 410:35:51 2019 Page 2 ID:—Hc2gBZOEgE?go60oXgHiAyLJiu-7OHcll VPCy4KS2UaZJgeorO4W5DFt_6SV070h=YCM LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=253(F=126, B=126) 13=-83(F=-41, B=41) 15=210(F=105, B=105) 17=-20(F=-10, B=-10) Q WARN/NG-Vedfydedgnpa2metel .d READNOTES ON f•IIISAND MCLUDED MREKREFERANCEPAGEMII-l4TJ rev. la blVaNSBEFORE USE. Design volld for use oNywlth MBek®connectors. Pits design is based only upon parameters shown, and a for an lndMoual building component not a truss system. Before use, the bustling designer must verily Die applicabllly of design parameters and pmperiy Incorporate Pets design Into the overall building design. Bracing Indicated is to prevent bucking of lndNidual toss web and/or chord members only. Addiflonal temporary antl permanent bracing KWIC always required for stability and to prevent collapse with possible personal 99ary oxi property damage. For general guidance regarding Me fabrication, storage. delivery. election and bmcing of trusses and truss systems, saeABSMII Cuo81y Criteria.DSBd9 and SCSI Building Component 6904 Parke East B. Safety Infamsallorsov loble from Truss Rate Institute, 218 N. Lee Street Suite 31Z Alelantlrlo. VA Ml 4. Tampa, FL W610 Job Truss Tess Type Oty Ply T76180577 1495035 Tot Hip Girder 2 1 Job Reference (optional) Builders FrstSource, Tampa, Plant City, Florida 33566 8.220 s Nov 16 2018 MiTek Industries. Inc. Mon Feb 4 10:35:53 2019 6x12 MT20HS = 5.00 12 17 5x6 = SK6 = 5x8 = 18 419 20 21 5 622 23 24 6x12 MT20HS = 16 25 14 26 27 28 13 29 30 31 12 32 11 ST1.5x8 STP= 4x12 = 6.12 MT20HS = Sx6 = 602 MT20HS= 412 = 64 6 2-1.10 LOADING (pso SPACING- 2-" C51. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.41 11-13 >987 240 TCDL 20.0 Lumber DOL 1.25 BC 0.S8 Vert(CT) -0.6711-13 >605 180 BC�L 0.0 ' Rep Stress Incr NO WB 0.94 Horz(CT) 0.15 10 n/a We BCOL 10.0 Code FBC2017/rP12014 Matrix-SH LUMBER - TOP CHORD I BOTCHORD WEBS REACTIONS. FORCES. (lb) TOP CHORD BOTCHORD WEBS 2x4 SP No.2 *Except* 3-5,5-7: 2x6 SP No.2 2x6 SP M 26 2x4 SP No.3 (Ib/size) 16=3301/0-8-0, 10-3323/0-eU Max Harz 16=-68(LC 32) Max Uplift 16=-1559(LC 4). 10=-1572(LC 5) Scale =1:63.3 10 ST1.5x8 STP= 6x8 37-7d PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 231 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or S-1-8 oc bracing. WEBS 1 Row at midpt 4-15, 6-11, 2-16, 8-10 Max CompJMax. Ten. - All fames 250 (lb) or less except when shown. 1-2=-290/158, 2-3=-5746/2859, 3-4=-5319/2704,4-F>=-7931/3940, 6-7= 5359/2726, 7-8=-5791/2885, 8-9=-296/163 15-16=1990/4120,13-15=-3793/7691,11-13=-3804/T713, 10-11=-1984/4150 2-15=-634/1343, 3-15=-690/1473,4-15=-2811/1433, 4-13=-43/622, 6-13=-15/557, 6-11=-2781/1422,7-11=-681/1457,8-11=-641/1364,2-16=-4907/2382,8-10=-4940/2402 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsh h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 fist bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. '7) Provide mechanical connection (byothem) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 16=1559, 10=1572. ,8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1731b down and 169 lb up at 9-0-0,1541b down and 1691b up at 11-0-12, 1541b down and 1691b up at 13-0-12, 154Ib down and 1691b up at 15-0-12, 1541b down and 169 lb up at 17-0-12, 154 lb down and 169 lb up at 18-9-10, 154 lb down and 169 It, up at 20-6-8, 154 lb down and 169 1 lb up at 22-6-8, 1541b down and 169 lb up at 24-6-8, and 154 It, down and 169 lb up at 26-6-8, and 259 Ib down and 233 lb up at 28-7-4 on top chord, and 331 lb down and 2881b up at 9-M, 83 lb down and 25 lb up at 11-0-12, 83 lb down and 25 lb up at 13-0-12, 83 lb down and 25 lb up at 15-0-12, 831b down and 25 lb up at 17-0-12, 831b down and 25 lb up at 18-9-10, 83 Ib down and 25 It, up at 20-0-8, 831b down and 25 lb up at 22-6-8, 831b down and 25 lb up at 24-6-8, and 83 lb down and 251b up at 26.6-8, and 331 lb down and 288 lb up at 28-6-8 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any I particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Walter P. Rnn PE No22839 MiTek USA, Inc. FL Cer166U 6904 Parke East Blvd. Tampa FL 33810 Date: February 4,2019 QWARNWG-Verdy Cesi9a PeremererubOdREADNOTESONMXMDNCLUDWD KREFERANCEPAGEM674M..Y 'P1OrSBEFOREUSE. Dedgnvolid foruse onlywith Mile'x®connectors lNsdeslgnsoosed orny upon perometenshown, and 8foran lndMtlual buldingcomponent, nor a truss system. Before use. Me building designer must verify the applicability of design pommeters and properly Incorporate INs design Into the overall building design. Bracing Indicated is to prevent buckling of bdivklual buss web and/or chord members only.. Additional temporary and permanent bracing MiTek' Is always required for stabtity and to prevent callopsa with possJi personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of lasses and lens systems seeM$VTpll pualDByy Cdbdo, D3649 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnpgpncvcloble from HiMe, Truss Rafe k 218 N. Lea Street. Suite 312. Alexandria, VA 22374. Tampa. FL 33610 Jab Truss Truss Type Oty Ply T76180577 1495035 T01 Hip Girder 2 1 Job Reference o tional Builders FIr6tSDurce, Tempe, Plant City, Flonda 33566 a.ezu s Nov to zu 10 mu ea umusures, nm, niuu Feb a 10.35Z3 2019 P.B.2 ID_Hc2gBZOEgE?go60o%gHiAyLJiu 4mPMA4WgkZK2hLeyhkl6tG5MWweDk51ric6mpmYCK LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=-80, 3-7=-80, 7-9=-80, 1-9=-20 Concentrated Loads (Ib) Vert: 3=-154(B) 5=154(B) 7=-187(B)15=331(B)13=-53(B) 1 1=-331 (B) 17=-154(B) 18=-154(B) 19=-154(B) 20=-154(B) 21=-154(13) 22=-154(B) 23=-154(B) 24=-154(B) 25=-53(B)26= 53(B) 27=-53(B)28=-53(B)29=-53(B) 30=-53(B) 31=-53(B)32=53(B) O WARNING-VedodeNgnpa .himrandREADNOTES ON TNISMI)MCLUDEDBNFEKREFERANCEPAGE111674Tarev. 1OUSOV15BEFORE USE. Design valld for use only with MBelS,connectom fhb design B based only upon parameters shown and Is for on Individual building component, not a hues system. Before use, the b Adhg designer must verify the applicability of design parameters and properly Incorporate hits design Into the overall bullcingdesign. BrocingIndicated 4toprevent bucWingofInCMdualhussweb and/or chord members only. Additional temporary and perrnonentbmcing MiTek' Is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding Me fabrication storage. delivery. erection and bracing of trusses and truss systems WANSVIPII Coady C4fe4o, DS&69 and BCSI Buldltp Component Bees Parke East Blvd. Safety Mformotbnovalloble from Tress Plate InstiMe. 218 N. Lee Sheet. Suite 312, Alexandria. VA 22314. Tempe, FL 33610 Job Truss Truss Type PlyT16180578 1495035 T02 Hip 1 r �J.1,2.farenoa (optional) Builders RrslSource, Tampa, Plant City, Ronda 33566 8.220 a Nov 162018 MITek Industries, Inc. Mon Feb 4 10:35:542019 Page 1 ID_Hc2gBZOEgE7go6OoXgHiAyUiu-Yzzl02XIUt5vJVD8FROLOTedO18FyEkuBMLgIGMYCJ a-B£ 1141-0 18-9-1031-1014 3)-7i 5-BF 5310 ]-9-1053.I 5-BE Soo f 12 5x6 = 5.11 = 3 16 4 17 5 Style: 3/16'=1' 9 1b ST1.5xB STP- 4x6 = 3x8 = 3.4 = ST1.5x8 STP= i 3xB i 30 = 4x6 = 3.8 � 2-1-10 37-74 1-9-1a 11-0a 1&410 2&N 35510 35n9,10 0.,ofl 79-1a { ).9.to 1 n-1. ualo .Plate Offsets(XY)-- (1:0-0-00-0-41 f3:0-5-120-2-8115:0-5-120-2-81 r7:Edge0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.15 13-14 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.35 9-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(CT) 0.13 8 n/a rda BCDL 10.0 Code FBC20177rP12014 Matrix-SH Weight: 191 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2'Except' TOP CHORD 1 3-5: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS IBS 2x4 SP No.3 RI ACTIONS. (Ib/size) 14=1880/0-8-0, 8=1880/0-8-0 Max Horz 14=86(LC 16) Max Uplift 14=-577(LC 8). 8=-577(LC 9) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-348/182, 2-3=-2688/1399, 3-4=-3109/1713, 4-5=-3109/1713, 5-fi=-2688/1399, 6-7=-348/182 BOT CHORD 1-14=86/404, 13-14=-1137/2233, 11-13=-1065/2402, 9-11-1051/2402, 8-9=-1123/2233, i 7-8-86/404 WEBS 2-13-11/334, 3-11-473/924, 4-11-716/492, 5-11=-474/924, 6-9=-11/334, 2-14=-2790/1728, 6-8=-2790/1728 Structural wood sheathing directly applied or3-0-13 oc pudins. Rigid telling directly applied or 2-2-0 oc bracing. 1 Row at mldpt 2-14. 6-8 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=15f1; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-0-0 to 3-9-2, Interior(1) 3-9-2 to 11-0-0, Exterior(2) 11-0-0 to 16-3-13, Intenor(1) 16-3-13 to 26-7-0. Extenor(2) 26-7-4 to 32-1-2, Intedor(1) 32-1-2 to 37-7-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 13) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. '5) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=577,8=577. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Walter P. Finn PE No.72639 MITek USA, Inc. FL Cart 6634 6904 Parke East Bind. Tampa FL 33610 Date: February 4,2019 0 WARNLRG- VedlydiWgnpersmefers and READNO]ES ON TNSANDDlCLUDEDMREX REFERANCEPAGEMS-]4"mv. 10AZU)IS BEFORE USE. Design valid for use only with Mnek0connectors. This design Is based only upon parameters shown and Is for an Individual bullding component not ��- a truss system. Before use, the building designer must verify the applicability of tlesign parameters and propoTY Incorporate this design Into the overall building design. Bracing indicated 6 to Powell budding of Individual Into web and/or chord members only. Additional temporary and permanent bracing WOW Isolwaysrequiredfor stabalfy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 fabdcaflan, storage, delivery, erection and bracing of throes and teas systems. SMANSVIPU Quality Cdedo, OSBd9 and SCSI Building Component 69" Parke East BNd. Safety mfomtalbmsva0able from Teas Rate Institute. 218 N. Lee Street Suite 31Z Atexondda, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T16180579 1495035 T03 Hip 2 1 Job Reference (optional) Builders RrstSoume, Tampa, Plant City, Florida 33566 d.zzu s Nov 1 o zm a mi I ex maustr mc. man red a ia.4aao 4a19 Scale:3/16-=1' SX8 = 2x4 II 5xe = ST1.5x8 STP= 2x4 11 3x6 = 3x8 = 3x4 = 2.4 II ST1.5x8 STP= 3x8 6 3x4 = 3x6 = 3x8 11 I I I 2.1-10 37-74 9-10� 6& El 1 &l0�F435 2LJd M7 4 10 10 I414 S0 I 1 A Plate Offsets (X Y)-- 11:0-0-0 0-0Al f2:D-3-10 0-2-61 f3.0-5-12 0-2-81 f5:0-5-12 0-2-8] 16:0-3-10 0-2-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL in (loc) Udetl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(L-) 0.14 12 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.85 Ven(CT) -0.32 11-12 >999 180 BOLL 0.0 ' Rep Stress Incr YES W B 0.66 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matdx-SH Weight: 205 to Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 5-3-1 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-16, 6-8 FI CTIONS. (Ibsize) 16=1980/0-e-0, 8=1880/0.8-0 Max Horz 16=-101(LC17) Max Uplift 16=-550(LC 8). 8=-550(LC 9) FORCES. (lb) - Max. ComplMax. Ten. -All tomes 250 (lb) or less except when shown. Y.OP CHORD 2-3=-2576/1366,3-4=-2596r1484,4-5=-2596/1484, 5-6=-2576/1366 BOT CHORD 1-16=-84/281,15-1 fi=-1167/2434,13-15=-1167/2434,12-13=-999/22a4, l l-12= 986/2284, 1 9-11=-1154/2434,8-9=-1154/2434,7-8---84/281 WEBS 3-13=-518/315, 3-12=-269/548, 4-12-514/359, 5-12— 269/548, 5-11— 58r315, 1 2-16=2937/1588, 6-8=-2937/1588 1 NOTES- (7) 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; BCDIP3.Opsf; h=15N; Cat. 11; Exp C; Encl., GCpI=0.18; MW FRS (envelope) and C-C Exterior(2) 0-M to 3-9-2,7nterior(1) 3-9-2 to 13-0-0, Extedbr(2) 13-0-0 to 18-3-13, Intedor(1)18-0-13 to 24-7-4, Extedor(2) 24-74 to 29-11-1. Interior(1) 29-11-1 to 37-7-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and fames 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 14) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 15) • This tmss 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. 16) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=11b) 16=550, 8=550. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the buildingcode.' i Walter P. Finn PE No.228H MiTek USA, Inc. FL Cad 6634 69M Padre Fast Blvd. Tampa FL 33610. Date: February 4,2019 A WARNWG- Vedtydesignpemmetemund READNODES ON TNISAND INCLUDED NNEKREFERANCEFAGEM67473 env. faAi¢aJ36EFORE USE Design valid for use only vain Mlrek®connectors.11ils design h based only upon parameters shown and Is for an Individual building component not ��' hu a s system. Before use, me building designer must verity me applicability of design parameters and properly Incorporate this design Into the overall bulldingdedgn. BracNg notated Is to prevent buding ofindMduol trusweb and/or chord members only.. Addlfionaltemporaryandpermanentbrachg MiTek' Is always required for statogry and to prevent collapse with possible personal " and property damage. For general guidance regarding the fabdcation, storage, delivery. erection and brccirng of Muses and loos systems. seeMSUrPN Quality Criteria, DS949 end SCSI Building Component Safety Wormalionovaloble from Truss Rate Institute, 218 N. Lee sheet Sudte 31Z Alexandria. VA 22314. 69M Parke East Bivd. Tampa, FL 336110 Job Tncas Truss Type City Ply T76180580 1495035 T04 Hip 2 1 Job Reference (optional) Builders FirstSourca, Tampa, Plant City, Florida 33566 8.220 s Nov 16 2018 MITek Industries, Inc. Mon Feb 4 Id 5.00 FI2 6x12 MT20HSG 5x6 O n 19 20 5 ST1.5x8 STP= 2x4 II 4x6 3.4 = 3x8 = 46 = 2x4 I ST1.5xB STP= 3x8 i 3xB 11 2-1.10 37J-0 Scale = 1:64.9 1.9-10 1-410 7.5E 1 15Ea 5312 1-17 650 22-74 1 2eiF/ . 1-1' 1-1E SS13 b4fa Plate Offsets (X Y)— f2:0-3-6 0-2-41 13:0-3.0 Edael (4:0-7-12 0-2-01 I&0-3-0Edoel f7'0-3-6 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) I/detl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.13 12-13 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.8B Vert(CT) -0.3513-15 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WE 0.75 Horz(CT) 0.13 9 n/a Iva BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 1991b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD 4-5: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP NO.2 WEBS WEBS 2x4 SP No.3 I REACTIONS. (lb/Size) 16=1880/0.8-0, 9=1880/0-8-0 Max Horz 16=116(LC 12) Max Uplift 16=-532(LC 12), 9=532(LC 13) FORCES. gb) - Max. ComplMax. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-4=-2456/1305, 4-5=-2160/1307, 5-7= 2457/1305 BOT CHORD 1-16---61/275, 15-16-1183/2516, 13-15=-1183/2516, 12-13=-915/2159, 10-12=-1169/2516,9-10=-1169/2516,8-9=-61/275 WEBS 2-13=-431/301,4-13=-75/427, 5-12= 96/427, 7-12=-430/302, 2-16=-2966/1585, 7-9=-2965/1585 Structural wood sheathing directly applied. Rigid telling directly applied or 5-2-8 oc bracing. 1 Row at midpt 2-13, 4-12, 7-12, 2-16, 7-9 'NOTES- (8) 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; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (envelope) and C-C Extedor(2) 0-" to 3-9-2, Interior(1) 3-9-2 to 15-0-0, Extedor(2) 15-0-0 to 20-3-13, Interiar(1) 20-3-13 to 22-7-4, Exledor(2) 22-7-4 to 27-11-1. Intedor(1) 27-11-1 to 37-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) • This Muss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at=lb) 16=532,9=532. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Waiter P. Finn PE NoIU39 MTek USA, Inc. FL Ced 6634 6904 Parke East Bind. Tampa FL 33810 Date: February 4,2019 QWARNING- Verily destgn peramerersend READ NO7ES ON W6,1ND INCLUDED aU7EKREFEWICE PAGE MIP7473 rev. YOW2015 BEFORE USE Design valid for use only with Mitek0cormecton. Put design Is based only upon parameters shown and Is for an IndMdual bullring component, not a trusssystem. Before use, the building designer mustverdy the ep elicabaily of tlesIgn parameters and properly Incorporate this dosgn Into the overall bulldingdedgn. BrcChg Indicated b to prevent bucking of Individual Mosweb and/or chord members only. Addmonol temporary and permanent bracing MOW Is always required for stability and to prevent collapse w passable personal injury and properly damage. For general guldance regarding the fabrication, storage, delivery. erection and bracing of Moses and tress systems seeANSVIPII Qua Criteria. OSS49 and ICSI Building Component 6904 Parke East BW. Sahty Informatkirra wallable from Truss Plate Incite. 218 N. We Street. Suite 312. Alexandria, VA 22 14. Tampa, FL 33610 Job Tnas Tnas Type . Oty Ply T16180581 1495035� TOS Hip 2 1 � Job Reference o (tonal Builders RrstSource, Tampa, Plant City, Florida 33566 8.220 s Nov 16 2018 MiTek Industries. Inc. Mon Feb 4 10:35:59 2019 Scale=1:64.9 5.00 12 Sx8 Sx6 = )d ST1.5xe STP = 3x4 = 4x6 = 3x4 = 3xB = 4x6 = 3x4 = 5T1.5x9 STP= 3x8 i 3x8 2-1-10 9-74 � 11,1n 3I 187 $-09 I 1T74 d I 23-0 35,9,10 I 61-13 1A-13 Plate Offsets(XY)— f1:0-0-00-0-41 I5:0.5-120-2-81. 16:0-3-00-2-41, 110:0-0-00-0-07. LOADING (pst) SPACING- 2-041 CSI. DEFL In (too) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Ven(LL) -0.18 15-17 >999 240 MT20 2441190 TCDL 20.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.4815-17 >845 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(CT) 0.13 11 n/a n/a BCDL 10.0 Gods FBC2017ITPI2014 Matrix-SH Weight: 2111b FT=20% LUMBER- TOF CHORD 2x4 SP No.2 2x4 SP No.2 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc pudins. BOTCHORD Rigid ceiling directlyapplied or 5-8-12 oc bracing. WEBS 1Row at midpt 2-18,9-11 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-276/266, 2-4=-2676(1310, 4-5=-2202/1211, 5-Fri-1959/1189, 6-7— 2203/1212, 1 7-9=-2676/1309, 9-10=-276/265 BOT CHORD 1-18=-157/341, 17-18= 1028/2316, 15-17=-1027/2332, 14-15=-750/1958, 12-14---1016/2333,11-12=-1017/2316, 10-11=-156/341 WEBS 4-15=-560/393, 5-15=240/512, 6-14-250/496, 7-14=-551V392, 2-18=-2941/1582, 9-11=-2940/1581 I :NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. l 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCOL=3.Opsf; h=15ft; Cat. II; E1gr C; Encl„ GCpl=0.18; MWFRS (envelope) and C-C Extenor(2) 0-" to 3-9-2, Intedor(1) 3-9-2 to 17-", Exterior(2) 17-0-0 to 25-8-8. Interior(l) 25-8-8 to 37-7-4 zone; cantilever left and fight exposed: end vertical left and right exposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 1 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonboncurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 18=550, 11=550. 7) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." l l I I Walter P. Finn PE Na22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 3381D Date: February4,2019 QWARNING-Verllydesl9e PemmetersendREAD NOTES ON MSANDMCLUDEDMRENREFEAANCEPAGEM674mmre 1,1403141015BEFORE USE Design valid for use only with M6ekO connectors. This design 6 posed only upon parameters shown and Is for on Individual bu0d'mg component, not • O truss system. Before use. Me building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulldingdesign. Bracing Indicated Is to prevent bucWhgofindividualtnsssweband/or chard members only. Additional temporary and permanent bracing MiTek' Is always required for stobAily and to prevent collaMe with possible personal lnlury and property damage. For general guidance regarding Me fabrication, storage, delivery. erection and bracing of mrssas and truss systems seeANSU1PI1 Quality Cmedo, DS549 and SCSI SuldhD Component 69M PatterEast Blvd. Safety mformatbsgvailoble from Truss Plate Inst6ute, 218 N. Use Street. SOe 312 Alexandra, VA 22314. Temps, FL W610 Job Truss - OtY Ply T76180582 1495035 �TruassFype T06 Common 5 1 Jab Reference o tional ewmers vusubource, iampa, ream ury, rionaa S bbb b.eea s wev , b ea i b mu en nmmurcs, nm. mart reu r , uao.w co, b Sx6 = 5.00 FIT 5 Scale-1:62.6 Ib ST1.5x8 STP= 3x4 = 46 = 3xB = 4x6 = 3x4 = ST1.5x8 STP= 3z8 G axe 11 2-1-10 37.74 10 9S 10 A10 200-14 3SSlo 3rnAle 1 O 4 M 7{12 MI 9S4 I UN 1.9.10 Plate Offsets MY)— f1:0-0-120-1-8119:0-0-120-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.58 Ved(LL) -0.19 11-13 >999 240 MT20 2441190 TOOL 20.0 Lumber DOL 1.25 BC 0.81 Ven(CT) -0.4511-13 >901 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(CT) 0.12 10 We n/a BCDL 10.0 Code FBC20177rPI2014 Matrix-SH Weight: 197 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc pudins. BOT CHORD 2x4 SP N0.2'Except' BOT CHORD Rigid ceiling directly applied or 5-10-8 oc bracing. 12-14: 2x4 SP No.1 WEBS 1 Row at midpl 6-13, 4-13, 2-16, a-10 WEBS I 2x4 SP No.3 REACTIONS. fib/size) 16=1880/0-8.0, 10=1880/0-8-0 Max Harz 16=-145(LC 17) 1 Max Uplift 16=-565(LC 12), 10=-565(LC 13) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-278/219, 2-4=-2680/1239, 4-5= 2069/1073, 5-6=-2069/1073, 6-8=-2680/1239, 8-9=-278/219 BOT CHORD 1-16_ 108/352,15-16=969/2386, 13-15=-886/2302, 11-13=-887/2302, 10-11=-971/2386, 9-10=-10a/352 ,WEBS 5-13=483/1068, 6-13=-68B/423, 6-11=-53Y282, 4-13=-68a/423, 4-15=-52/282, 2-16= 29la/1547, 8-10=-29la/1547 NOTES- (6) 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; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-0-0 to 3-9-2, Interior(1) 3-9-2 to 18-9-10, Exterior(2) 18-9-10 to 22-6-12, Interior(1) 22-6-12 to 37-7-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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, with BCDL = t O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joints) except fit=lb) 16=565, 10=565. 6)'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Waller P. Finn PE No.22839 MTek USq Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 4,2019 Symbols PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x, y offsets are Indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/1e For 4 x 2 orlentatlon, locate plates 0-1ria from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location detalls available in M7ek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is The length parallel to slots. LATERAL BRACING LOCATION may/ 7 Indicated by symbol shah and/or section by text in the bracing on of The output. Use T or I bracing If indicated. 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/TPII: 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 I 6-4-8 I dimensions shown Inftsixteenths t scale) ll�I (Drawings not to scale) 2 3 TOP CHORDS 0 c O x U a O r- 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 NUMBERS/LETTERS.. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 0 of O x U a O Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSVTPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved MITek® MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designedby 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. S. 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 locations are regulated by ANSIfTPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSIfTPI 1. 8. 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 puriins 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. 18. Use of green or treated lumber may pose unacceptable envlronmentol, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI7TBI 1 Quality Criteria. _