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Home My WebLink AboutTrussARROW ON THE TRUSS REPRESENTS ITS LEFT END s7.nR.nn Liiiiiiiliiii;�iiliillS IIIF'®r II I II _I II _I I�- MMM _l - I-_ rn rr I • r� rt ®• r rr t rr t• rr 1 — REVIEWED FOR CODE COMPLIANCE ,SM LUCt COUNTY f. CONTRACTOR COPY pBuldus.. First%560tce 1602 INDUSTRIAL PARK DR PIANr CRY FL Phone: (813) 75M922 Fac (813) 752-1532 hSpJAv wv:Ndr.com - Per ANSI/TPI 1-2007 all' Truss to Wall' connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Dimensions are Feet -Inches- Sixteenths. - Trusses am to be 24' o.c. unless noted otherwise(U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not art or modify trusses without first contacting Builders FrstSource. - Immediately contact Builders FrstSource if trusses are damaged. Connection Notes: - All hangers am to be Simpson or equivalent U.N.O. - Use Manufacturees specifications for all hanger connections U.N.O. - Use 10d x 1 1/2' Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Feld Supervisor am to verify all dimensions, trap locations, and options prior[, installation Dimension Notes: - Drawing not to scale. Do not scale dimensions ENCLOSED BUILDING (COND. 1)(CAT. 11) 160 MPH EXPOSURE C TCLL: 20 PSF TCDL: 7 PSF BCLL: 10 PSF nNon-Concurrent' BCDL: 10 PSF DURATION: 1.25 Only reactions greater than 5,000 Ibs & uplifts greater than 1,000 Ibs are noted on the truss placement page 7urney Homes 1612 Grp 2-B Elevation B Lot Swing Left 02/20/19 1 Of Lumber design values are in accordance with ANSIITPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 1612 Gip2 B - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Wade Jurney Homes Project Name: 1612_Grp2 B Model: 1612 Tampa, FL 33610-4115 Lot/Block: Subdivision: Address: NIA City: N/A State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M 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: 37.0 psf Floor Load: N/A psf This package includes 22 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that l 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. ISeal# Truss Name Date No. Seal# Truss Name Date 1 IT16319894 lAl 2121/19 18 IT16319911 1-16 2121/19 2 IT16319895 CA 2121/19 119 IT16319912 JHA 2/21/19 3 T16319896 CJ3 2121119 20 T16319913 M4 2/21/19 T16319897 CJ3A 2/21/19 21 T163199,1 T1 2121/19 5 T16319898 C15 ZL21119 22 T16319915 V1 2121/19 6 Ti6319899 EJ7 2/21119 F Pn `i® S.T 7 T16319902 GE1 2/21/19 8 T16319901 GR1 2121/19 9 IT16319902 IGR2 /21/19 211 10 T16319903 GR3 2121/19 11 T16319904 GR4 2/21/19 12 T16319905 GR5 2121/19 13 T16319906 H1 2/21/19 14 T16319907 H2 2121/19 15 T16319908 H3 2121/19 16 IT16319909 IH4 2121/19 17 IT16319910 IH5 12/21/19 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: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these cuss component designs is a certification that the engineer named is licensed in the jurisdiction(s) Identified and that the '•,designs comply with ANSITTPI 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 v parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporatethese designs into the overall building design per ANSI/TPI 1, Chapter 2. IEVIEWE® FOR DE COMPLIANCE . LUCIE COUNTY ONTRACTOR RACTOR 00"Py ..auur.._ j No 6 1 �9p:. STATETF 4 O R 0NA� Joaquin Velez PE No.68182 MITek USA, lrt .Fl. cent 6634. 6984 Pails: East Blvd. Tampa n 33816 Da@: February 21,2019 Velez, Joaquin 1 of 1 Job Truss Truss Type City Ply Tie319894 1612_13rp2_B Al Common 13 1 � Job Reference (optional) Builders FirslSoufce, Plant City, FL 33566 �1 d 5e8 = 4.00 12 8220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58.33 2018 Page 1 3X4 4x6 = axe = 416 = 3x4 = 1i9-14 19-m-0 27-1D2 37-9-0 � 99-14 I 9-0-2 some: 311 W-T Plate Offsets (X Y) - (2:0-0.6,Edge), 10:0-" Edlmj LOADING (PSO SPACING- 2-D-0 CSI. DEFL in (loci Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.84 Ved(LL) 0.32 14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.6014-16 >745 180 BCLL 0.0 Rep Stress Ina YES WB 0.84 Horz(CT) 0.17 10 n/a WE BCDL 10.0 Code FBC2017/TP12014 MatnxSH Weight 174 to FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 BOTCHORD 2x4SPNo.1'EXcept' 13-15:2x4 SP No.2 WEBS 20 SP N0.3 REACTIONS. (Iblsize) 2=1444104-0,10-1444104-0 Max Hoe 2=120(LC 12) Max Uplift 2=664(LC 8). 10=-664(LC 9) BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0m purins. BOTCHORD Rigid ceiling directly applied or 4-2-5 oc bracing. FORCES. (lb). Max. CompJMax. Ten. -All forces 250 (lb) or less exceplwhen shown. TOP CHORD 23=-35452301, 3.5=-32192069, 5.6=223911563, 6-7=-223911563.7-9-J2192069, 9.10=35442301 BOTCHORD 2-16=205713313,14.16=16252706,12-04=-1642/2706,10.12=204113313 WEBS 6-14=64711060, 7-14=7941644; 7-02=2431566, 9-12=3681425, 5-14=7941644, 5.16=-2431566, 346=368/425 NOTES- 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasil=124mph; TCDL=4.2pst BCDL=3.Opst h=15ft; Cal. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exter or(2) -1.0-0 to 5-04, intedor(1) 5.0.0 to 16.10-0. Extedar(2)18-10-0 to 24-10.1. Interior(1) 24-10.1 to 38-M zone; centllever left and right exposed : and veNcal left and right exposed;C-C for members and forces 8 MWFRS for reactions shonm; Lumber DOL=1.60 plate gnp DOL=1.60 3) This buss has been designed for a 10.0 pal bottom chord live load noaccauu entwith any other live loads. 4)' This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3E-0 tall by 24}0 wide will fit between the bottom chard and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb upfin atioint(s) except Ot=lb) 2=664.10=664. QUIN vF�41'6 GENSF i No 68182 Joaquin Velez PE No.68182 Mlfek USA Inc. FL Cad 66M 6904 Parke East Blvd. Tampa R.33610 Date: February 21,2019 AWARMNG-Valbtlealgn pammefess aMREAO NOTES CNYRISMW UVCLUOm AUITKREFER WPABEXf47Q3rt. 109J4t6rr5aWRE USE Design vaG4fauamywia,bbTak@lwmectun.Tbla Mdgn Is bes®donlY Wan Wr+me" obese andbfaral s,I bearing carnpanmt not a aaessyabm. Belle use.ea bearing designermoatve ft the app4rabab ddesign paorsh ;andPWell Inomposideetla ftnO sdaare wereg holdnpdeegn. BnWphdkatedbbPro+enlWWmgdiMlWd,d Nnam6aMra crartl menbanmy. M9WulhmpaaryeM pemunantanchp MiTek' beM-ara rambadfaalabrrydya,db WerenttoaapsevaN posshls panwol WW9 all PmProdamaga. Parw+sat Pdda,ca legardipao �hbh ataffass, deavaiableasn, TTruss PVh ugisMAa. BN.dlse Sall Salta JILAIeAendda. VA3251A.Ub CKaxfa.0.5B-09end BCerBURNng Campanenr Temps, R 3aeMi mBM. mas.0 Job Trues Truss Type Gty Ply T1B31g8g5 1012 Grp2_B CJ1 Comer Jack 10 1 I Job Reference (optional) Builders Firstsoume, Want Ghy, FL 335UU 5.22U a N4V la 2Uld MI I aK m0Uelfles, Inc. TnU Feb 21 U5:55:34 2018 Pagel ID.zy0GUW5aYuy7h2j5HEKj"Lie-vbtCRFylg?dtaVat;4 OiYogUFUwJSwebbeej?gJ scale -1:6.1 LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (lox) Udefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 2 499 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2 499 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.00 Horz(CT) -0.DO 3 Na rule BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight 51b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS, (Ibldze) 3=A[Mechanical,2=121MA-0,4=lWMechanical Max Horz 2-40(LC 8) Max Uplift 3=5(LC 13), 2=136(LC 8).4=-13(LC 8) Max Grav 3=17(LC 8), 2=121(LC 1). 4=19(LC 3) FORCES. Qb) - Max. CompJMax. Ten. -All faces 250 tb) or less exceptwhen shown. BRACING - TOP CHORD Structural wood sheathing directly applied w 1-M oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psY, BC0L=3.0psf, h=15ft: Cat. II; Exp C: End., GCPI=0.18; MWFRS (envelope) and C-C Extedor(2) zone;. cantilever left and fight exposed; end vertical left and right exposed; porch left exposed;C-C for members and forces 8, 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 nonconcurlent 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 wig 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 100111 uplift at)oint(s) 3.4 except at -lb) 2=136. 1 UIN vFjF'#* •,. No 68182 9 (* _ STO F Joaquin VeleiPE No.68182 MRek US& Inc. FL Cart 6634 6904 Parke Past Blvd. Tampa FL 33610 (late: February 21,2019 ®wA rvo-verffY nan Aeramermara ec moms cNms ND INCLUDm SerExr E evcEPAGEM 7lr .feAYlafa BEPoPE USE Designv Icruae myw bL"ccnnMpra.T desgn hba "upon pare Imssha and bfwan b6ddual W Irganppnent rot a buss aygem. Beloit use. the W no daWnx nnne cony do WlIckPty oldesign parameters antl piopvy kiWr .W tlda dasl,Iola ere Deane bWdn4de3ipn ma cnV. Atldiepnal bmpmery eM pamuneMbreeihp MOW babraye mrylredfor atablay antlbpmrenlcMaD»wiN poeelWs peramal bdarY ad pooadydamaae. Fm Baneral DUWancervpnlnplM GMkalbn. atarape. daWI�xemy��ehwnTmd Mcbioot4ussesaMVussantems.aw ANSVNHQ uo�VC a.DSB 9.a BMIBuWQ gCompomnt BHW PvkaErst BNd. Sahylnrom a e eraYGaewn TMea P4te WtlMe.218 N. Lae Seeet auae 312 Ahxardda. VA i2]14. Tampa. FL 36610 i Job Tmas Truss Type Gty Ply Ti6379696 1612_Grp2_B CJ3 comer Jack 9 1 Job Reference (optimal) aulloers mrsmoume, Ylaal ury, ru:uoco d.Aaa s nuv iG CUlo muse mausmas, inc. mu re. Iua:od:,w [Ulu Scale -19.4 LOADING (pan SPACING- 2-00 Cat. DEFL. In (too) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.13 Vert(LL) 0.01 23 >999 240 MT20 2441190 TCDL 7.0 Lumbar DOL 1.25 BC 0.15 Vert(CT) 401 2.4 >999 180 BCLL 0.0 Rep Stress lncr YES WS 0.00 Horz(CT) -0.00 3 Na Ne BCDL 10.0 Cade FBC20171TP12014 Matrix-P Weight 11 lb FT=20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No2 REACTIONS. (Iblsize) 3Y2IMechmiwl, 2-17WO-".4=281Mechaniwl Max Hari 2=72(LC 8) Mart Uplift 3--58(LC 12), 2=179(LC 8), 4=38(LC 8) Max Grav 3=62(LC 1), 2=179(LC 1). 455(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -NI tomes 250 Ub) arises except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc pudins. BOTCHORD Rigid wiling directly applied or 110-04)ac bracing. NOTES- 1) Wind: ASCE 7.10; Vuit=160mph (3-second gust) Vasd=124mph; TCOL=4.2psF. BCDL=3.Opst h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) mne;.cantlever left and light exposed; end vertical left and right exposed; porch left exposed;C-C for members and fonces S MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL-1.60 2) This truss has bean designed for a 10.0 psfbottom chord two load noncancurrentwith any other live loads. 3) a This truss has been designed Tor a live Iliad of 20.Opsf an the bottom chord in all areas where a rectangle 31M tall by 2-04)wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of bras to bearing plate capable of withstanding 100Ill uplift at)oint(s) 3.4 except Qt=1b) 2-179. `%PQUIN VFW O�i � �Q •GENg •` F '� j No 68182 if Joaquin Velez PE No.681 B2 MDek USA, Inc. FL Can 6634. 6904 Parke Fast Blvd. Tampa FL 33610 D= February 21,2019 d ®WAfiMNG• Ve*desten{urzm Aod NEAD NOTES ONTMSANDIMMUDEOMNFXR lVlCEPAGEN27M.. 101111015BEFORE USE DedpA vad xeua4ywM xeTel,9<onnacm,aiNa daagn hdasad anV u pa a,rsstmvn.aMbbrao lr Vdualbueft mnW.L rot a trusa mhm. Be M. die WSdma deagmrmMvadrydro ewacMft of dWun Paiemshn aMPWeM tico aw aria despa 4deen averaa W,eduades4n. MITek• h aMAys rMWed far Vabble, sv4 W p 1COW" w Po Personal hiarY and Popaxydamga. Faaeural pukmurepdrGrp Bre SehW tylndfamstlm avaOadaE TwaRaab NWNb.29N. Les Sa t. Suirollt AbxeMdaSVA 0ri1dab eft DSBBa mM amf 9uMV.g CoenPanent 0904Paha Eastelw. Tarnpa.R 36610 Job Truss Truss Type Cry ply T16319897 [Job 1612 Grp2_B CJ3A Comer Jack 1 1 Rerersnce (optional) Builders FlrstSource, Plant City, FL 33555 - 8.220 s Nov 15 2018 MITek Industries, Inc. Thu Feb 21 05:58:35 2019 Page 1 10:zyOGUWbaYuy7h2)5HMgkh4Lla.OnRasOGa W f7UVy45FrNpXNFIGDpeDNZHB50B71z)7gl 2- -0 2.11-0 2t4 = 22.11-0 Sole =1:9.4 LOADING (psf) SPACING- 2-M CS1. DEPL. in (loc) Udeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.17 Vert(ILL) .0.00 1.3 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC MOB Vert(CT) -001 1.3 >999 180 BCLL 0.0 Rep Stress Inu YES WB 0.00 Horz(CT) .0.00 2 Na rda BCDL 10.0 Code FBC2017frP12014 Mamx-P Weight 9In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc pur ins. BOT CHORD 2x4 SP NO.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. Ubfsize) 1=99"-0, 2=731Mechaniwl, 3=27/Mechaniwl Max Horz 1=50(LCB) Max Uplift 1=38(LC 8), 2=84(LC 8) Max Gmv 1=99(LC 1), 2=73(LC 1). 3=54(LC 3) FORCES, (Ib) - Max. ComplMax. Tan. -All forces 250 (Ib) or less except when shown: NOTES- 1) Wind: ASCE 7.10; Vult-Miriph (3sewnd gust) Vesd=124fnph; TCDL=4.2psf BCDL-3.Ops0 h=15ft; Cal. II; Exp C; End.. GCpi=0.18; MWFRS (envelope) and C-C Exter or(2) zone; cantilever left and fight axposed ; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This Wu has been designed for a 10.0 psf bottom chord live load noncencum mlwith any other live toads. 3) • This truss has been designed for a live lead of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1. 2. 111lilts PpUIN VFW �ii E N NG 68182 * ,Aa/ .* $OF 1'r _10NA, 1-'%%%_ Joaquin Velei PE N0.68182 Well USA; Inc. FL Cent 6634 6904 Parke East Blvd. Tampa R.33610 Date: February 21,2019 ®WARWNG.VWytl ,,;pan ".WREAONOTES ON TMSANOINCLUOEDaerENREFERENCEPAGEN0.7M..la'0.MOIBBEfOaE USE usa anncimponinuatll WeOdvq ewnrmenlml ie Eaaaee w7 Wow4artpapnn Mlanmme.da �� nmlywMta budding 4nenigcbmr wtveeeMaipn eMEtubnMtsin. paiamnewMw4ebM desgn Nb rlu svama wadn9besym arae6G l�caNtlbbwavaM eaWin9 oNndnNu9 auuMeS wnUwUbN membaneny. AddawlhmporwyalN permmmleratinp MOW Aabayt M1r siebab wdropevent eebpaewlN poasM1bpenornl eeuryaiq geMdY 4amepa. Far9mnnva14ass89 and SUn iftini4 aaayYmm tea II OVi11b.CrtteA.OSBdearNBC518u1Itl1�p Cwrmornnr ean,pa. a301BN4. uhlymAmn.ape.49Aryry��aratlNnmidbadlnW . 18N. dit VA SaM1binM1rmallan evailaNefrom Tnm P4b Instltub.2la N.lm sheet Sutts 112.Abatndda. VA 22a14. Tanga, GL a6810 Job Trues Truee Type Gty Pty T18310888 7812_G B CJS ComerJeck 8 1 Job Referenceo Banal Builders FitsiSource, Plant City, FL 3358E 30 = a." 5-0-0 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:36 2019 Seale-1:12.7 Plate Offsets (XY) - r2:0-M,Edgel LOADING (psn SPACING- 2-0-0 CSI. DEFL In floc) Ildefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,54 Vert(LL) -0.03 2-4 -999 240 MT20 240190 TCDL 7.0 LumberDOL 1.25 BC 0.28 Vert(CT) -0.06 2-4 >921 180 BCLL 0.0 Rep Stress lncr YES V48 0.00 Horz(CT) -0.00 3 n1a n)a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 17 to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. 61oftme) 3=1211Mechanical.2=247104-0,4=481Mechanical Max Horz, 2=105(LC 8) Max UDlift'3=107(LC 12), 2=154(LC 8) Max Gmv 3=121(LC 1), 2=247(LC 1).4=95(LO 3) FORCES. (Ib) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less exceptwhen shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 5-M oc pudins. BOT CHORD Rigid ceiling directly applied or 1041-0 on bracing, NOTES- 1) Wind; ASCE7-10: Vult=160mph (3-second gust) Vesd=124mph; TCDL=4.2pst. BCDL=3.0psf; h-15ft; Cal II; Exp C: Encl.. GCpi=0.18t MWFRS (envelope) and C-C Extedor(2) zone; anNever 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 last bottom chord live load noncenctment 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 otwithstern ing 100 lb uplift atloings) except Uhlb) 3=107,2=154. `,`1It111114111f��I -.PDUIN VFW �•P .......... F RD '68182 T . A' S ' 0 N A� E��`� Jmquln Valet PE No.68182 Mlrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 AWARNINa- VMfy deglanpanmebn aM REAgMOMS 0MM1SANO1NCLU0E0MREKREFERENCEPAGEMR7MJ .. 1QaM?015aEF0REUSE Oaign vati0toruwaMyw2i enTek®connactan.TAla dealyn Is basetl any own Wmmaten elw•n. a,W bbr an bAa19W i1V�xp aompanent rut �� aedi ayabm Babrau».W Waring tlesp�muYwMy Na eoDOwbDm/oldaaipn aeramabn mgpmpMyNrnponb Mb deapnIMo th ororY ■ Nil Wad^0 dasipn B,ae'vq trWkaled btoDmeMbucke„O OIiMrvMual b�aswebaiWaralwN memNnaNy. Aamawtempvarym,0 w,manantbaavq h.MM mquin. MalMaemWyyeMbpmeidweapaewlN postlWaperaonellnN,y arM PopaMdamaDa. Fa peneralpWdm�w,gertWq Ne a MH Qc Uy C,ReM. MS eodeCSlBoWhng Component �avulaEl Flab ]19 OBOODmka EastB as Btlon ' rrun base InatlM N. eh 45uRa 312 Naxargrb5VA 72 TMMR 3010 Job Truss Truss Type Oy Ply T16319899 1612 Grp2 B EJ7 Jack -Open 19 1 Job Reference (optional) Builders FirstSource, Plant City, FL 3358E 05 = Inc, Thu Feb 21 05:58.37 2019 Scale: 314'=T 7-0-0 LOADING (PSI SPACING- 2-0-0 CSI. DEFL in floc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 115 TC 0.87 Vert(LL) 0.14 2.4 >575 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.20 2.4 >401 180 BCLL 0.0 Rep Stress Ina YES WE 0.00 Hom(CT) -0.00 3 nia n1a BCOL 10.0 Code FBC2017/TPI2014 MabixSH Weight 23lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing dipedy applied or 2.2.0 oc purtins. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 3=1651Mechanical, 2=319104-0.4=801Mechanical Max Hom 2=138(LC 8) Max Uplift 3=134(LC 12), 2=181(LC 8).4=1(LC 12) Max Grav 3=165(LC 1). 2=319(LC 1), 4=124(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. NOTES- 1) Wind: ASCE IFAC; Vult-160mph (3aeoond gust) Vasd=124mph; TCDL=42pst BCOL=3.OpsY h=1511; Cat II; Exp C, End., GCPI=0.18; MWFRS.(envelope) and C-C Exterior(2)-1-M to 5.0-0. Interior(1) S." to 6-11-4 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 If" load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-041 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5)3=videmechanical connection (by others) ofbb usstobearingplatecapableofwithstanding1001upliftatjoinl(s)4exceptOt-lb) ```��PQ�jINOVFip % C E ..... F F2 Flo No 68182 O�.#OF :11.4U tC • , O R \ Q. GN �. NAX- �Eo`• Joaquin VeIm PE No68182 MiTak USp Inc. FL Cert 6634, 6904 Parke East Blvd. Tampa FL 33610 Dale: February 21,2019 ®WARNING-VeMy deYGnprametaa ardREAD NOTES ON TNISANOMCLUDeD tarocaEF£nENCEPAGEt 74TJrew. 10AV1015BEt USE �401,e fic�. ua hrsyuse.IMWTOAnp aWgnxmwve g-h baankloay sal rlpp amee�and aroparty NmtpwalelNa avilgocoxxn t nor bnldnG doskm. aradigl Wbtp DnrvedgNBp W4divMUGI Nr»vnSmMlor N�pd mamaegmy. Atldrnial bniporeryand pmwantbnc4p WOW Ice abvoysrpu4ed to, rlab04y antl to panel V.WW w pos , Wlaanal Iplry aiq pond,!m . For en" Guidance mGardinG to hSdWBpn. otorapa. depnry aractbn and pracNGN WaaeseMbuae aydame, eae ANSVrPH GuaOty pnede, O 3 and BCSl Sudden Component ewpahe F„dB Safe,Nbrmerton aveaaWe M1am TNSf pleb NatlNla, 218 rL Les Baeel, Suxs J1a, Aleemd4a, VAII311. Tampa, FL saalo Job Trues Truss Type Obi Ply T1B310000 1612 Gry2 B GE1 Common Structural Gable 1 1 ob Reference o twnal Bull dem FirstSource, Plant City, FL 33588 �1 d THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. 4.00 12 5xs = 8.220 s Nov 16 2018 MITek Industries, Inc. Thu F01,21 05:58:38 2010 Page 3x4 = 4x8 = 3x8 = 4x6 = 3x4 = 1 9.9.14 18-10-0 27-10.2 l 37d-0 &9-14 9-0.2 9-04 9.9.16 scale:VIV-1' 5L� Plate Offsets (X,Y)- 2A-0-6.Edge), [4:03-O.Edge] 112:03.0 Edge] f14:0-" Edne] LOADING (ps0 SPACING- 2-0-0 CSI. DEFL In (loc) Well Lid PLATES GRIP TOLL 20.0 Plate GOP DOL 1.25 TO 0.83 Verl(LL) 0.32 18 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1,25 SC 0.89 VernCT) -0.6018-20 >742 180 BCLL 0.0 Rep Stress Inv YES WB OA4 Hom(CT) 0.17 14 nla Na BCDL 10.0 Code FBC201TITP12014 Matrix-SH Weight 198lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 •ExcepC BOT CHORD 17.19: 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 JOINTS REACTIONS. Qblslze) 2-144410-4-0,14=1444104.0 Max Hon: 2=120(LC 16) Max Uplift 2=.664(LC 8), 14=E64(LC 9) FORCES. (lb). Max. CompJMax.Ten.-All fame 250 Qb)orless exceptwhen shown, TOP CHORD 23=-35472304, M=32172067, 5E=226611589, 6-7=-2230H601, 7-8=221111613, 8-9=221111613, 9.10=223011601,10-11=226611589,11.13=32172067, 13.14=35472304 BOT CHORD 2-20=4060I3316,18-20=16132700,16-18=16302700,14-16=204413316 WEBS 18-22-67011094, 6-22=72811141,18-23=E01/664,11-23=7591570, 11.16=2481567, 13-16=3961433,5-21--7591570, 18-21=-8011664,5-20=2481567,3.20=3961433 Structural WoW sheathing directly applied or 2-2-0 ce pudins. Rigid ceiling directly applied or 4.2E on bracing. 1 Row at midpt 11-18.5-18 1 Bruce atJt(s):22, 24.25, 26.27 NOTES- 1) Unbalanced roof Ilve loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=4.2psF, BCDL=3.Opsf, h=15ft: Cat. II; Exp C; End., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-O. Interior(1) 5-M to 18-10-0. Exterior(2)18-10.0 to 24-10.1. Interior(1) 24-10-1 to 38E-0 zone: oanblever left and right exposed ; end vertical left and right exposed;C-C far members and races 8 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise Indicated. 4) This from has been designed for a 10.0 psf bottom chord live load noncorecunent with any other live loads. 5) • This buss has been designed for a live load of 20.Opsfon the bottom chord in all areas where a rectangle 3-6-0 tan by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of bass to bearing plate capable of withstanding 100lb uplift at]o0d(s) except Ql=4b) 2=664,14=664. `��10PQUIN aV'F,0 %i No 68182 W.• ST OF ,,,ss•.O R %Q p GNP • /oNAL e%%% Joaquin Vele2PE Na68182 MRek USA. Inc R. Cott 6634 6904 Parke East Blvd. Tampa R.33610 Data: February 21,2019 ®WARMNa•VWydslpn lxvamelvsaMREAO NOTES ONTMSANg INCLUgmamEx REFERENCE PAGEN1F7ar9 rev. faNYlalSaEfDRE USE awipn valq teruw oNyvMn M1LTa4vDommectpra TNa tleaipnh baxad oNy upon pmamebn shwa. ud bfwan belxlEualppadinp oompme4.m1 �� • trove syelem. BefMa use. Me wmrw4ngnermugva4ryenapWwbay uldaian parmnebn an4 popery boorporsle Nb dalpn Nov ae coarse A�mewnllNwgq WlElayaHbMnwaap»wMaWsflSM MiTek• pereorialiNoryan4WopeMdamape. Fylbnolbmpnrnr/eM Isalwpyetlmhuire0b pukimw reoaMiq tle bra*aenarol IaEdceUo,,:: ,e.dR'eryry�..,ft, antlpWW cleussaem�Uawsysleme.sae ANSmPll gualRy CrlMrta, D36BDen49o3ieuR4lna ComPoneol 5ea4 PaM EasI BNd. Serelylnlorm4Uon pvaOeMeaem TwsPbbinseNb, 21B N. Las 56eeL5N1e312.AlexmWia.VA=314. Temcem 3010 Job Tnlea TrueType Oty plyT1B319001 1612_Grp2 B GR1 Hip :5;.ar 1 FI G ob Reference (optional) Buiidere FlrctSouree, Plant City, FL 33568 4.00 12 special 7X10 = 8.220 s Nov 16 2018 MiTek NAILED NAILED NAILED NAILED NAILED NAILED 2e4 11 NAILED NAILED 50 = Us -NAILED NAILED NAILED 16 17 15 4 19 20 5 6 21 22 23 Thu Feb 21 65:58A2 2019 Special 7x10 = 2x4 II NAILED 4x10 MT20HS = SLED NAILED NAILED NAILED Sx12 =4XIOMT20HS =NAILED 2x4 II Spacial NAILED 8X14 MT20HS = NAILED NAILED NAILED Special NAILED 7-0-0 L a- 22-9-15 30Ah-0 3741-0 7-0-0 7-00-1 7;1-13 7-10.1 741-0 scale: 3116'=1, Plate Offsets (X,Y)- [2:033.Edgel. [3:0-0-0,03-01, [7:0-8-0,0.3-0L [8:0-03,Edgel. [12:0-".0-2AL [13:0-6-12,0-0AI LOADING (psi) SPACING- 21010 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL . .20.0 Plate Grip DOL 1.25 TC 0,75 Vert(LL) 0.74 12.13 >609 240 MT20 244/190 TCDL 7.0 Lumber OOL 1.25 BC 0,87 Vert(CT) -1.00 12-13 x446 180 MT20HS 1871143 BCLL 0.0 Rep Stress lncr NO WB 0.96 Horz(CT) 0.15 8 his n1a BCOL 10.0 Code FBC2017/TPI2014 Mainz-SH Weight 429lb FT=20% LUMBER - TOP CHORD 20 SP No.2'Excepr 35.5-7:24 SP M 26 BOTCHORD 2x6 SP No.2'Excepr 11-14: 2X6 SP M 26 WEBS 2x4 SP NO.3 REACTIONS. (lb/size) 2=2883104-0.8=288410A.0 Max Horz 2-08(LC 27) Max Uplift 2=-1607(LC 4), 8=-1608(LC 5) BRACING- TOPCHORD Structural wood sheathing directly applied or 3-7-7 oc pudins. BOTCHORD Rigid calling directly applied or 7.9-4oc bracing. FORCES. (lb) -Max. CompJMax.Ten.-All forces 250(lb) or lessexceptwhen shown. TOP CHORD 23=.837314534, 33=1259116866, 4-6=-1258916865, 6-7=12604f6879, 75=A37714537 BOTCHORD 2-15=425917899,13-15=-424817861,12-13=6771112602, 10-12=420617864, 8-10=42169902 WEBS 3-15 1621733, 3-13=267815026, 4-13=968R63, 6-12=985177Y, 7-12--26M5036, 7-10=.1611733 NOTES- 1) 2-ply from to be connected togetherwith 10d (0.13VXT) nails as follows: Top chords connected as fellows: 20 -1 low at 0-9-0 oc, 2x6 -2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 -2 rows staggered at 0.9-0 be. Webs connected as follows: 20 -1 row a 0-9-0 cc. 2) All bads are considered equally applied to all plies, except if noted as front (F) or back (8) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as IF) or (8). unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult-160mph (3s cond Bust) Vasd=124mph; TCDL=4.2psF, BCDL-3.opsf, h=15R Cat. II: Exp C; End., 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 5) Provide adequate drainage to preventwaler pending. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcunentwith any other live loads. 8)' This buss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0tall by 2.0-0wide wlll fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift atjolnt(s) except Qt=11h) 2=1607, 8=1608. ID) 'NAILED- Indicates 3.10d (0.148'x3) or 3-12d (0.148'X325') toenails per NDS guidlines. 11) Hanger(s) or other connection device(s) shag be provided sufficient to support concentrated loads) 239lb down and 271 to up at 74).0. and 2391b down and 271 lb up at 30-M on top chord, and 306 lb down and 204Ib up at 7.0.0. and 3H It, down and 204lb up at 30-7-4 on bottom dwn). The designisele(xion of such connection device(s) Is the responsibility of others. ,,1111111111111,,, PQUW VFW % ��.jCENSF��'% i No 68182 S O F ' 4U '00 e�C R,OP�'N' %NAX 1000% Joaquin Velu PE No.68182 MBek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dare: February 21,2019 AWANNING-VeK7y dealpn parameMsaMRPAeNOTE5 ON TNISANG INCLUDEDA9rE1(REFERENCEPAGENWM.. 1QD 015BFFORE USE eeayn veW hxuse ar4y web MTekOwnnecMa.TNa 4vaipn Iebase4 onN upon pxemahn aMwn. aM Ntpr On R�iduy EUA]Inp mmpanarM1 not ��• a trwa ayeNm Ba1me um. Na bulh0rq aesgner inusl veNy hbe apprxaGwN pf aearpn p geemehn aM piapmN Inmpgats uh 4segn Ab ua avwae MhOdip 4ealpn. Bhanalh ,di,mpm.n,a npa6�HMpniaw,,.��prdh A.h,anN. A44�nnal p «°"edn° WeK hblxeya haw0a4brsmExayan4bphevenlmWpse SrMpps>mla pemanal inlury�pmparN 4amaps• Fp Oamril a bb4raeaA ataapa.4aWahv. feallon aM Madrg oftrvssosaM buss anhma.sea ANSVIPII QupOb CdlMa, 0.SB-0paMBts1901pbq Campohmnr d. ehura.R Eehbin/ormaeon oveY Beam Trwa Role lnntlNh.21a N. Lae GbaN, Sutta Jl;NeaeMde. VA 23314. 36810 Tampa, FL a6810 Job Trues Truss Type - Oly Ply T10319901 1812_Grp2 B GR1 Hip Girder 1 of L Job Reference (optional) guilders FlfstSource, Plant Coy, FL 33586 8.220 a Nov 162018 MITsk Industries, Inc. Thu Feb 21 05:58.42 2019 Page 2 I0:zyOGUWbaYuy7h2j5HE10khzjLla-97MDKnMztd7UrOSRAPOSJ2inR20 MKJJj2aOtO47gB LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Inuease=1.25, Plate.lnuease=1.25 Uniform Loads (plo Vert: 13=-54, 3-7=-54, 7-9=-54, 2-6=-20 Concentrated Loads (lb) Vert: 3=-192(13) 5=-111(B) 7=-192(B)15=-306(9)13=-60(B) 4=-111(B) 6=-111(B)12=-80(B)10=306(B)16=111(B)17-111(B)18=-111(B)19=-111(B) 20=41l(B)21=-111(B)22=111(B)23=111(B)24=-60(B)25=.60(B)26=-80(B)27=-60(B)28=-60(13)29=-60(B)30=60(B)31=.60(B)32=.60(3) AWARMNO-VM4'deWpnpanmeruaaMREAD MOM ON TNISANDINCLUDEDLIREKRE7ERENCEPAGEN 7473rev. ftMe15aE onauSE Ooskin vWdbunvnywim KTeW...Mh Tnh dealpn Is bautlonN upon paranhre ehmm, ane htman N&Al buaanq mmponnt m1 a mm ayWm Berea un.Iha hedbp dnipmrmuat vedy ma apnOcahSp, old", poramahn aml pipped, kimippreta tldadesipn hmft.W] hOdngdOakln BmdlpintlbledNbpievanrhWlipMlMnAduolhnwabmMlapMNmemMnoM,. AddtlonelhmpmaryeMpamanMhaMp M!Tek' fs~MTOa Po gsfteMropuevnlao0apnwan petal. puaonal intuor and pmpad,dama0e. Fmpanrb 0akanparNa�^p Ae hbrkaapn aloraev. deWWeer�yeieptbn and bednp otbussea ntltruu sntem0.aw AANSUrPIf Quality tplleN.0.Sa-0eaMBC5I9uMfnB Component GD04 Pa EWBNI. Sahr,InfurmaRon mapaWanpm Tress PhhlnWNh,21a N.I Stint SUlte312,Ahse .VAn314. Tampa,R M10 Job Trues Truss Type Dry Ply T16319902 1612 Gry2_B GR2 Special Roof Girder 1 �s L Job Reference o Bonal Builders RislSource, Plant City, FL 33506 Special NAILED 4.00 12 Sxs = _ NAILED NAILED 2%4 11 NAILED NAILED axe — 8.220 a Nov 16 2018 MITek Industries. Inc. Thu Feb 21 05:58:44 Sea = 6x8 = 5x6 = Scale -1:67.9 2J 24 " 25 16 26 '- 14 '- -- -'- 2e4 II NAILED NAILED 4xI2 =6x12Mt2QHS = 2c4 II 6aI2MT20HS = Special NAILED NAILED NAILED LUS26 4x6 = 8x8 = 2b54 y-0-0 1]O-0 10.e�12 2040 2MV 24" ]140 yap I so4 so-e ra4 I gas 0.e4a Plate Offsets(X.Y)- 12:G4-00-2.101 (3:Od-00.2.61 (7:0.2-02.0-3-0] 110:0-3-140-0-51 LOADING (DsU SPACING- 2-0-0 CSI. DEFL. In (toe) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.64 15-17 >697 24D MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) .0,9215.17 >489 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.94 Hom(CT) 0.12 10 Ida nla BCDL 10.0 Code FBC20171TP12014 MabixSH Weight 440 lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2'Except' TOP CHORD 3E,6-7: 2x6 SP No.2 BOT CHORD BOT CHORD 2x6 Be M 26 WEBS 2x4 Be N0.3 REACTIONS. (Ihls¢e) 2=276710-4-0,10=2193104-0 Max Hom 2=62(LC 12) Max Uplift 2=-1495(LC 4). 10=1001(LC 5) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 9b) or less except when shown. TOP CHORD 23=.793314153, 34=1110515795, 4-5=-111DW5794, &T=.8511/4208, 7-8=57072765, 8-9=46882743, 9-10=60442890 BOT CHORD 2-18=391617479,17-18=39D617445,15.17=-606Stl2049,13-15=-6065112049, 12-13=4166I0589. 10-12=-269315691 WEBS 3.18=-159/648, 3-17=193913903, 447=-7161570, 5.17=-IOOW420, 5-15=J72/(377, 5-13=38202046, 7-13=-62611242, 7.12=45862368. 9-12=3571361, 8-12=166513469 SW chiral wood sheathing directly applied or 3.9-14 oc pudins. Rigid ceiling directly applied or 89-13 oc bracing. NOTES- 1) 2-ply truss to be connected together with tad (0.131'x3) nails as follows: Top chords connected as follows: 2x4 -1 row, at 0-9-0 Do, 2x6 - 2 rows staggered at G-9-0 co. Bottom chords connected as follows: 2x6. 2 rows staggered at 0-9-0 Do. Webs connected as follows: 2x4 -1 mw at 0-9-0 Do, 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) few in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F7 a (B), unless otherwise indicated. 3) Unbalanced loot live loads have been considered for this design. 4) Wind: ASCE 7.10; Vult=160mph (3second gust) Vasd-124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; CaL II; Exp C: Encl., GCpi=0.18: MWFRS (envelope); contilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL-1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 DO bottom chord live load nonconcument with any other live loads. 8) ' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift atjoinl(s) except Qt=1b) 2=1495,10=1001. 10) Use Simpson Strong -Tie LUS26 (4.10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 19-0-12 from the left end to connect tlnss(es) to front few of bottom chord. 11) Fill all nail holes where hanger Is in contact with lumber. 12) 'NAILED' Indicates 3-10d (0.148'x3') or 3-12d (0.148'x3.25') toe-rtails per NDS guidiines. ```4411111111I,III :` PQUIN �F< p. 'S ��G E N,9 F� No 68182 O: 'j �9 S OF :4U ,O N Al �%%%� Joaquin Vele2 PE No.68182 Mink USA, Inc. FL Cert 6634 6904 Perko Fast Blvd. Tampa FL 33610 Data: February 21,2019 AWMWNe-Vafytlesrpn Paramekn andREADNO]ES ON WSAND MCLUDED bIREKREFERENCEPADENM1I Mnn,, reAV1aI56EPoREUSE Daalgn sere for use ony cafbussW m e, W.W senrenA n. lby design Is basatl wAy upon Diverts%n shorn. aM Is for en hsWM al WM oconenant. not ��• buss sy eefas um. IM Du"eesguN nar mwiry the sppOwfl A ty of deeppanamebre ami popery Mcmporad this dbme ewr uo overe2 buildbp design Bnsin, nIcaled p Is to avan buWOp of b,dlvNbassl bwail aMla mN dss nberddrblel Nne sonN. Ampo, aM permanent creel, MiTek' b aMeye rep�iredfnslablNy m,dbpmvant opMgs MlbposuTleparsanal6�vyaq pbpelydamaps. FwpeneWml ancelepusn Ne R6dratl4n, alaaps. tleeueryerMbn end Mdnp msvmaemN bun getamA see ANSIRPR DustilyW&,fa.VS"9g SCSIauINlnDpom at 9904Pada Esst9 ashDr Nrom,a6on evalaWebam Tam Wb Inatlbrm, 218 N.Isa 6aaN.5W.e 3IZAkxanob. VA22]14. TmrUa. FL MID Job Trues Truss Type Oty Ply T18319902 1812_Gry2 B GR2 Roof Special Girder 1 �s L Jab Reference (optional) Builders FestSource, Plant City, FL 33566 8.220 a Nov 18 2018 MITek Industdes, Inc. Thu Feb 21 05:68.44 2019 Page 2 IDzyOGUWbaVuy?h45HElqkhzfLla4WU_ITNEPEFC4KGgHE2wOG78vrepXgE3rAM3ByH4?gg NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 288 to dovm and 271 to up at 7-0-0 on lop chord, and 306 lb down and 204 lb up at 7-M on bottom chord. The deslgntselection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plata Increase=1.25 Uniform Loads (pip Vert:1-3=54, 3-7=•54, 7-8=-54, 8-11=-54, 2-10=.20 Concentrated Loads (Ib) Vert: 3=-192(F)18=.306(F) 17-80(F) 4=111(F)15=•717(F)19=-111(F) 20=111(F) 21=.111(F) 22=•111(F) 23--80(F) 24=-60(F) 25=-80(F) 26=-60(F) AWARNING • Vedry depipn psrarrcmie dnd READ NOTES ON MS AND INCLUDED 611I EK REFERENCE PAGEWI 74"nw.. 1GDYtel5 BEFORE USE Uvdyn valid for use only v4M M7d0eonnaclon.TNa d.Ign h W only vpon paraimtem aB . and h for an Individual bundbq �am,not a brtausa uoasyn.Batch . BN bWUM dagg. moat Willy Ma.Mk&By of design panmebn and g ,ly lnmWrah oft daalpn ludo M avows bugGnp desgn. BnokplMealedbbprmnt butlunpdbtGvkuNbusa web amVorcbddmmmbnoNy. AddieonalbmporaryaM pamunenl bravMg h alwaYa nWlivd for ahbggl antlblaevent ooAapsa MMpbssOkpeawlUJuryaM popvdy dartagn For gemrelgWdncelputlNp Ma labdpagon,sbmgv. daMn. aiMbn aM Wmg,g albusseaaM MasYsh,ne.sw ANet?PI/GuoUy Odterla.0.5&89aM8C51 eulkhp Gmrporrent Sererylnbmutlanv bdm Trvea Phb rnablvte.2le N. LeaebaN, Subs at; A4aentlea. VAg291d. �� M!TeW ToM n wP idM. Tampa. FL Mid Job Truss Truss Type Oy Ply T10319903 1812 Gry2B GR3 Jack -Closed Girder 1 1 sb Reference (optional) Builders FirdSource, Plant City, FL 33566 8220 a Nov 18 2018 MITek Industries, Inc. Thu Feb 21 05:58:45 2019 2x4 II Sole =1:10.9 Us = Plate Ofteets (%.Y) - 11:03-0,Eddel LOADING (pst) SPACING- 2-M CSI. DEFL In (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.25 Ven(LL) -0.02 45 499 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.04 45 >999 180 BCLL 0.0 ' Rep Stress Inv NO WB 0.24 Hom(CT) 0,01 4 We rda BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight 36 to FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x6 SP N0.2 WEBS 2x4 SP N0.3 BOT CHORD REACTIONS. (lb/size) 1=41010.4-0,4=73711VIechanical Max Horz 1=130(LC 5) Melt Uplift 1=188(LC 4), 4=359(LC 8) FORCES. (Ib) - Mu. Comp./Ma. Ten. -All forces 250 6b) or less exceptwhen shown. TOP CHORD 1.2=10081454 BOTCHORD 15=-44V924,45=4411924 WEBS 25=-1711466,24=5481484 Structural Ymod sheathing directly applied or 5.9.6 cc pudins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Villt=160mph (3second gust) Vasd=124mph; TCDL=4.2psF BCDL=3.Opsh h=15R Cat. II; Exp C; End., GCpl=0.18; MWFRS (envelope): cantilever left and right exposed : end vertical left and right exposed; Lumber OOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcunent*th any other live loads. 3) ' This truss has been designed for a live load of 20.Opsfon the bottom chord in all areas where a rectangle 3-6-0 tell by 2-M Wde vvill 6t between the bottom chord and any other members. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of Wss to bearing plate capable of vAmstanding 1001b uplift at)oint(s) except(It=1b) 1-188,4=359. 6) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 5.24 from the left end to connect truss(es) to front face of bottom chord. 7) FIII all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced); Lumber Increase=125, Plate Increase=1.25 Uniform Loads (p10 Vert 13=54,14=-20 Concentrated Loads 6b) Vert 6=&52(F) oPQUIN 1VF4�.,. •• p E N g No 68182 XC 9 ST OF 441� A'� R (O P' (yN��`� Joaquin Velei PE No.68182 MITek USA, Inc. R. Cart 6334 G904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 AWA v,ad n,o,cnlrL pemmetev eMRFiIP d..lplNrmaed .1,l pare el. R ..ndCEPAeEEM274rarev. fa/a12a15aFFOot U6E �■' aNwe W 8� une�ew�b� deip., t e�i rthe "ScaEbat, 0Vs4n�parammlom�nle• nand,, Csm N�aatt Aeds�dv3V.Er aaysn�mt6 ■` oullftdsNpV, entlnpbtlkaled latpawnl EuckMp ollrMlNduahWvwab mNaeeMdmsmMnonM. Ad6tlwW hmpaaryarM pmunenl Madrq MiTek' Isola'aya rpWntl batbely ergbpbvenh�apvwlN posamis pananahiryury aik pmpsdydamapa. FvpevrL4ultlmwle2ardinp Ms sgnnon.elaraps. tlaWWppyyarallon mMhaahp of Wsaea antl Was ayalema.asa ANS[TPn 9usay Mreda.0.SB41aand BCalaualNp Component 69e1 Palks 3EM 010Ntl. sebbMlormatlon avaaade M1arn Truax Pleb InatltW.21e N. Lea Seem. Suite 312.AtvMda, VA22a14. Tampa. R 3a610 Job Truss Truce Type Oty T183199D4 1012 Grp2 B GR4 Floor Special Girder ['y 1 1 Job Reference LoptioneD 6ulldeM FIM15OUCe, Plant Dlry, FL 3Jb66 8.220 s NOV 16 MIS MiTek IndUSM66, Ina. Thu Feb 21 05:68:48 2019 Page 1 IDzyOGUWbaYuy1h215HEXjkhzjLla-Zv01WOPUwrVwJeOCPf4OThCVFMGILHvdgYDOAz(7g7 1.5-0 1 8-11-8 � 2.63 12 NAILED NAILED NAILED NAILED e NAILED NAILED 3x4 II 3 2x4 11 6.11.0 6.1 .6 S-11-0 scale a 1:15.6 Plate Ofws(X.Y)- r2:03-11,Edge) LOADING (psf) SPACING- 2-0.0 CSI, DEFL In (Too) 11de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,51 Ven(LL) 0.11 24 -710 24D MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.11 24 >700 180 SCLL 0.0 ' Rep Stress Ina NO WB 0,00 HOM(CT) -0.00 4 n1a Na BCDL 10.0 Code FBC2017rrP12014 MabIxSH Weight 251b FT-20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (Iblsize) 4=22510-4-15, 2=296103-14 Max Holz 2=99(LC 5) Max Uplift 4=212(LC 4). 2=-290(LC 4) FORCES. (lb) - Max. Comp.IMax. Ten, -All forces 250 (Ib) or lase except when shown Structural wood sheathing directly applied or 641-0 DO puriins. except end verticals. Rigid ceiling directly applied or 1G." oo bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.0psF h=15ft; Cat. It: Exp C; End.. GCPi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; porch left 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 nonrxmcunent 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) Provide mechanical connecUon (by others) of truss to beating plate capable of wMstanding 1001b uplift at)oint(s) except Qt--lb) 4=212,2=290. 5)'NAILED" indicates 3-10d (0.148'x3') or 2-12d (0.148'x3.25') toenails per NOS guldlines. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill Vert 13=54, 24=-20 Concentrated Loads go) Vert 6=56(F=28, 8=28) OPpUIN 4V. $� No 68182 9 S 0 ��iA5, < R 1 O Joaquin Velez PE No.68182 Mftk USA Inc. FL Carl 6634 6904 Parke East Blvd. Tampa R.33610 Data: February 21,2019 I ®WABNING•Vedy deatpn pammekv aM6EAD MOM ONMISANDINCLUDW MNEKREFERENCEPAGEUXUrf m. mie,20148EF0FEUSE. D•sipnVNd br.."MN M1VTekddoonnodon. n1a de•yn 1• bnai anbupon panmao%.W n, am bban AdMMaI WiMmp aamponant. rot a aua•spiam. galore un. Ma WMap deaipnermeal Vary Ue OWUnb0y M design p Iara mid Wopedy exapmela tie• ongn into Om wmae bal"doyn. enW�v lMdated 1. t4lasaentWwmpmindmdudbunrvbmw«ewdlnemea,•anp. A�ua,W� a�l��embremq WOW For hale'M rmrylM rord•bEdyeM to meVanl eoganewlU poss@M panonal in�ry aM popedyeamaga. neral ANSUNIIOweb"kla, hMaatlon aNrape, hAWveeryry��arecl'vlaM braWpotbu•sn 4M Wuaybm•. sea 05adg adscsioundlnp Comporent aareyMfmmatlon avapede emn Tug•pieta InbN .2ta N.to SI LSWNa1ZA1exaMria,VA22J14. Rat Parke Ent @N. Tampa FL J6910 Job Truss Truss Type Oy ply T16319905 _ 1e12_Grp2B GR5 Roof Special Girder 1 1 Jab Relevance o lionel Builders FlistSource, Plant City, FL 33566 8.220 a Nov 162015 MITek industries, Inc. Thu Feb 2105:58.,472019 Pagel ID:WGUWbaYuy7h215HE1Qkh4lJa-15A0NVP0hBdnxo7PyMbd0vlfk3r41oX2sJlnYuj?g8 Bkt Scale • 1:13.9 2x4 3 Plate OBsets(X,Y)— f2:03-11,Edgel LOADING (PSO SPACING- 2-0-0 call DEFL In (loo) Well Lid PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.53 Vert(LL) 0.07 23 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.10 2-4 >712 180 BCLL 0.0 ' Rep Stress Incr NO WB 0,00 Horz(CT) .0.00 4 Na rVe BCOL 10.0 Code FBC2017ITP12014 Matdx-P Weight 221b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (blsize) 4=18710-4.15, 2=264/03-14 Max Horz 2=87(LC 5) Max Uplift 4=.173(LC 4).2=260(LC 4) FORCES. (ID) -Max. Comp.IMax. Ten. -All forces 250 Db) or less exceptwhen shown Structural wood sheathing directly applied or 6-0-0 cc pudins, except end verticals. Rigid ceiling directly applied or 104" cc bracing. NOTES- 1) Wind: ASCE 7.10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=15h; CaL II; Exio C; Encl., GCPI=0.18; MWFRS (envelope); cantilever left and tight exposed; end vertical left and night exposed; porch left exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcumant 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) Provide mechanical connection (by others) of buss to beating plate capable of withstanding 100Ib uplift at)oint(s) except Qt=lb) 4-173,2=260. 5) *NAILED' indicates 3-10d (0.148'x3') or 2-12d (0.148'x3.25') toa-nails per NDS guldlines. 6) In the LOAD CASE(S) section, loads applied to the fete of the truss ere noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead F Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert 13=-54, 2-0=-20 Concentrated Loads (Ib) Vert 6=56(F=28, B=28) J •'pElVg No 68182 �p0eEIOF-33 Joa4Wn Velea PE No.68102 MITek USA, Inc. FL Carl 6634 6904 Parini East Blvd. Tampa FL 33610 Date: February 21,2019 Aw4RMNO-."K *wfth Penmafena n,ThRdrE9RN/Ma OVrVimr, 9)AUrFJt REFERWIeW OENo-i Wb,W ee po REAR USE ' awyn vn"m use arum. ft TeL4)�onnedoA True dedpn is Weedrub oldesinmstan/luxn. pMhfor lnlndrvWualbulNh,p cwnpment not a Wsa eyehm. Si um. uh WOdiq tlwipnumuN wNx the apatr2EPlt/oldeslpn pa,eme6naM proparF/Mwpwab Vda M/yn Mo Ns avarW :'aafiw°rtl.�,,n.�.�»wne amrw:.mWc.p�duw�'"w��"�'a'"a'�l�pr�"'rm�pmF Poupnalananr.rynndwman.nle�amro MIT@k' wlWnae mdamawm. Ukrybn,nnaW,Wowryryhmn'Tond MWInoxAm.21 N. Soviet Su 31 ANSVAM314arlN plhrlq OSR-0aeMBC5l auMlne OamWnenr Banca^Mile SabNViN/meUon avnlaba hdm Truss Pleb Instllule.2le N. Lee SaM Sub ati xhweMde. VA 2231d. Tampa. FL 5a610 Job Truss Trues Type Oly Ply TiB31880e 1812_ Grp 2_B Hi Hip 2 1 ab Reference o goner Bull dere FirstSource, Plant City, FL 33560 4.00 12 8.220 s Nov 18 2018 MITek Indusules, Ino. Thu Fab 21 05:58A8 2019 Scale • 1:64.7 axe = 4xe _ 4xl0MT20HS = 4x6 = 5x6 = 4 5 19 6 20 T a 1. ,4 ,d axe - 4xi0MT20HS = am = 4x10MT20HS = axe 9-0-0 13.11-0 I 23-9.0 28a-0 1. 17A-0 M , 9-0-0 4-1t-0 &10-0 4-11-0 Plate Offsets (X Y).- R:0d-0,Edgel, p0:0-0-0,Edge1 LOADING (psq SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 TC 0.66 Vert(LL) 0.50 14 405 240 MT20 2441190 TOM 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.8414.16 >535 180 MT20HS 1871143 BCLL 0.0 Rep Stress lncr YES WB 0.82 Horz(CT) 0.20 10 Na Na BCDL 10.0 Code FBG20171TP12014 Matrix-SH Weight: 1871b FT = 20% LUMBER- BRACING - TOP CHORD 2X4 SP No.2'ExcepC TOP CHORD 4.6,6.8: 24 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.1 WEBS. 2x4 SP No.3 REACTIONS. (lblslze) 2=144410-4-0.10=14441114-0 Man Horz 2=-60(LC 17) Max Uplift 2=-714(LC 8), 10=714(LC 9) FORCES. (Ib) - Max. Comp,lMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2.3=36292742, 34-M712421, 45=31312323, 5.7=427713M. 7-8= 31312323, 8.9=33712421, 9-10=36292742 BOT CHORD 2.16=850913393,14.16=286514109,12.14=286814109, 10.12=250613393 WEBS 3.16=-2441430, 4-16=5571856, B-12=-5571856, 9.12=2441430, 5-16=12241975, 5-14=01392.7-14=01392.7-12=12241975 Structural wood sheathing directly applied or 2-M oc pudins. Rigid ceTng directly applied or 3.7-9 oo bracing. NOTE3- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3s000nd gust) Vasd-124mph; TCDL-4.2psT, BCDL=3,OpsY h-1511; Cat. II; EAp C; End., GCpl=0.18: MWFRS (envelope) and C-C Exterior(2) •1.0-0 to 5-0-0. Inledor(1) 5-0-0 to 94-0, Eldedor(2) 9-0-0 to 175.13. Intedor(1) 175-13 to 28-8-0. Extedor(2) 28-8-0 to 37-1-13. Interior(1) 37-1-13 to 38.8.0 zone; cantilever left and night exposed ; end vertical left and right exposed;C-C for members and across & MWFRS for reactions shown; 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 par bottom chord live load nonconcunentwith any other live loads. 6)' This trues has been designed for a live load of 20.Opsf on the bottom chord in all emas where arectangle 3-6-0 tell by 2.0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 to uplift atjoint(s) except Qt=lb) 2=714.10=714. UIN No 66182 '9• S OF 4U XN Joaquin Velez PE No.68182 MRek USA. Inc. FL Cart 6634 6904 Paris East Blvd. Tampa R.33610 Date: February 21,2019 AWARNINO-VMly dm/pn pmmehq alM READ NOTES CM MISANDMCLUDED MNEKREFERENCEPAGEM67473.. 10e 20159EPoREUSE Desron MMlmum oniyv Ml'ak®canmalpn.TNatlealpn Iebase4 mem vppammabn anaun, and bloc. N4M4uaI WOdOe coe onmt not a buxa oysum, Ne see, em WOMydesigner, must v.* eve applcabPtly orbsipn pmemegn m4pxe ety lroa»p WWe*ep, lnb the enrae Weem4askln. BnchglnnoatedlsbpmeniWrkaporkAid4ualkueewxberNmohaNmemaenanN• Ad4itbmlt.mponryon4pemimenlbedlq MiTek' h okvep ry4vhed fm YalWy aMbpnvenlev0apse wNOpoeeRb penmwlinlury aM pmpaMdamaps Fmpamnl quHmoe lapentliO vie lebkalbn, slara0e. deWery� aM.11mieM kladnpmbueHaaMaafa symema.Bee ANSVTPII OuaI/b GKrarlo, DSB•BpaMBC51 DUMIna Compamml 5p04Parke E.981m. Sabylnbmreuan avaeaMebdm Trvse Plato Inatbb. tte N. Lee StreN. Bona 312, AbnndAe. VA 2231A. Tampa, M a6610 Job Truss Truss Type Ory Ply T16319907 1812_Gry2_B H2 Hip 1 1 Job Reference (optional Sulldere FiralSource, Plant City, FL 33566 8220 a Nov 16 2018 MTek Industries, Inc. Scale • 1:64.7 6xB = 9t4 II 6x6 = 4Ao r a r e xx4 II 3x4 = 4S = axe = axe = 3x4 = era II 6-lala I 11-0-0 I tale -a i ze4w I 31-a2 I 37A-0 I Plate Offsets (%.Y)- r2:04-0,EdmtI. 18:04-0,Edgel LOADING (PSO SPACING- 2.0.0 CSI. DEFL, In (too) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.43 13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Ved(CT) -0.7013-15 >636 180 BCLL 0.0 Rep Stress Ina YES WE 0.87 HordCT) 0.19 a We rda BCOL 10.0 Code FBC2017rrP12014 MatdxSH Weight: 177 lb FT-20% LUMBER - TOP CHORD 2x4 SP No.2 •ExcePC 45:2x4 SP M 31 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS, (lb/size) 2=144410.4-0.8=144410-4-0 Max Harz 2=73(1_C 17) Max Uplift 2=-707(LC 8), 8=707(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 25.4 oo pudins. BOTCHORD Rigid ceiling directly applied or 2-2.0 co bracing. FORCES. pb) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=363912717, 33=312212324, 4-5=35892717, 5-6=-358912717, 6.7=312212324, 7-8=36392717 BOT CHORD 2-16=-248813391.15.16=.248813391,13-15=-19712906,11.13=-19682906, 10-11-248513391. 8.10=•248513391 WEBS 3.15=5161550, 4.15=1751402, 4-13=-59af909, 5.13=4841530, 6.13=59S909. 6.11=4751402, 7.11=5161550 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3s cond gust) Vesd-124mph; TCOL-4.2ps0 BCDL-3.0psb h-150: Cat II; Exp C; End.. GCpI=0.18: MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-", Intedor(1) 5-0,0 to 1140, Extedor(2)11-0-0 to 195-13. Inlefior(1) /95-13 to 26.84. Extedor(2) 26.8-0 to 35-1-13, latedor(1) 35-1-13 to 38-60 zone; canblever left and Tight exposed ; end vertical left and Tight exposed;C.0 for members and farces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcu ent with any other 1We loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in a9 areas where arectangle 3.6.0 tart by 24-O 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 100Ib uplift atjoinUs) except at -lb) 2=707, 8=707, ' ,``%OPpIUINrI/FZ J. GENSF.? i No 68182 A OF :�� %T A' p S/O N 1181111111111, Joa4dn Vela PE N0.68182 MRek USA, Inc FL Con 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 AWARMNO•Vedly CeLpn pvremelen aM READ ND1Ea ON rNIa ANa INCLWm MIJEK REFERpIC6 PAGBNl474)J rev. faeY1p16aEPoRa USE 0.Ogn va1M b me Dory Mal M1LTaka cenmclpn TnIO tleOlpa b baeetl rnIY uprn Dammebre eMwn, aM b for an Y,dvlaual buadup wneonOnt not ��• e huaOOYObm BOMB uee.ero bee6na daelamrm,MwNy ar oppOcaaPAYoldeOi� paremabh •ntl prewMMovpmab QJa 4aaipn Wutl» arerae buamlpaeyn Bredre lrab4ubwevemwrasnpamcalapm w...,.banarmuwa msmbn rub. M4nenolbmpmaryaM pennxaeMGadriv MiTek- bobayxmRUIM MabbRy eMbprevrnlmhpseMN pmOhb perOonal IMW amf pmpM damapO. FmeamraleWdenre lapaM,p e,a hbicadon, ObrapO. tlaMrv. eractlan mi46nc6p mbumeO aMbuu Omlama. sOs ANSViP1/0uaey erlhXo.0.5Bd9 anti BCBIBUMhp Canpwmnr vmlmoM. Sehbinrmmatlon evaaO seem TnnO Rafe lnsabb.2la N.Ine SbeOt auae att.Alannd4a, VA 22at4. T= ya Tampa FL S68O Job Truss Truss Type My Ply T10319808 1612_Gry2 B H3 Hip 1 1 Job Reference (optional) eunaers nrslaeurca, nanl �Iry,rueooH a.ILV a Nov 10 ZVIa MI I eft Inc. 1 nu Feb zl ub:be;b1 zolu Solo-1:64.7 axe 4.00 12 4 2x4 11 eae = 19 5 20 6 2x4 II 4x6 = Sae = � 3x4 = 2x4 II 3x4 = 4xe = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate GOP DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Shess Inns YES BCDL 10.0 Code FBC20171TPI2014 C51. TO 0.82 BC 1.00 WB 0,56 MatrixSH DEFL In (loci Well Lid Vert(LL) OAO 13 -999 240 VerUCT) -0.63 13-15 -708 180 HOa(CT) 0.19 8 n1a nla PLATES GRIP MT20 244/190 Weight 181111 FT-20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOPCHORD Shuctural woad sheathing directly applied or 2.2-0oc puriins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid wiling directly applied or 2-2.0 bracing. WEBS 2x4 SP No.3 REACTIONS. (Iblslze) 2=144410-4-0, 8=1444/Od-0 Max Ho¢ 2=85(LC 12) Max Uplift 2=-698(LC 8), 8=698(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOPCHORD 2-3>360W684.3-0=29022199.45=-299l2333.55=-299i2333, 6.7=2902J2199, 7.8=-36082684 BOTCHORD 2-16=-245513359.15-16=-245513359,13-15=18242685,11.13=-18212685, 10-11=245213359, 8-10=245213359 WEBS 3.16=01266. 3-15=7181670, 4-15=-2151422, 4-13=3581540, 5-13=3511397, 6-13=3581540, 6-11=2151422, 7-11=7181670, 7-10-=M6 NOTES- 1) Unbalanced mof live loads have been considered for this design, 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42pd. BCDL=3Apst h=15ft; Cat II; Exp C; End., GCpi=0.1B; MWFRS (envelope) and C-C Extedor(2) A-M to 5-0-0, Interior(1) 54.0 to 13-M, Extericl 13-0-0to 215-13, Interior(1) 21543 to 24-8-0, Exterior(2) 24-M to 33-1-13. InterioKt) 33-1-13 to 38-M zone; watilever 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) Provide adequate drainage to prevent viater pending. 4) This buss has been designed for a 10.0 psf bottom chord live Iwtl nonconwrtenlwith any other live loads. 5)' This buss has been designed for a rive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except at=lb) 2-698.8=698. `,% 1,,pUIN 1 VF��p. NSF� .� No 66182 Joaquin Velez PE No.68182 MRek USN, Ina FL Celt 6634 6904 Parke Fast Blvd. Tampa FL 33610 Data: February 21,2019 ®WARNINO•VMb EevlHn{unmererserlEREADN01E50NTH!]ANOINCLUOED 6urEKREFERENCE PAGENlF1(nn Iev. la9YlWSBEFORE U]E OaaiPn vaetl farase aNyvMI xHTNmeavlaclom.TNs tleWnlebasodonhuUon pammshn el,mrn,eNbfamYl&NNtlwlEutld'up eanpanant not abus sm Belaeuu. um bupdrptlealpnsrmualverify NeappPeaWeb W4edpn pssmatere mltlpwarb Inmrpbremtldatlesgntote tlro overze buPd^9 tladkel,,Bmc'vg bdwte4blopmenl LuciYlq orbtlnHual bnv rnbal,darGroN membvera4V, AtldtMW hrrOamryaM Wrmamntbaxino baMeyareyu bretoblayeMbpreasnlmeapas v4N pbaSb grapnel iNury eM plopabdSUIPa- HUH artehepaldacsr �� MiTek' Vg uxuly Cret Sabry InRVtaeps, MPvary� morn Truss Me,21 e.LeeSeetWaas Ma. VA NOwab OdhdL 0.Ta89eMBtSlauadep Canpomnt Sehbblrorauuon evawWabam Trusa Pkts InatlNb, 218 N. Las sbM. Sdm ]12. AIBaP1H11a. VA72]14. H.,epa.lm 3EW 6610Ntl. Tampa, R ]6610 Job Trues Trues Type pty Ply - T16319909 1812 Grp2 B H4 Hlp I 1 o Job Reference tlonel Builders RrstSource, Plant City, FL 33560 8.220 a No 18 2018 MITok Ina. Thu Feb 21 05:58:52 2019 Sole-1:65.9 4.00 12 5z6 = 5x6 = 2x4 II 4x6 = axe = 2x4 II 3x4 = 416 = l 7-10.14 I 150-0 I 2241-0 299I 3 O 7.10-04 7-1-2 7-8-0 7.12 . MOM Plate Offsets (X.Y) - f2:0-0-6.Edgel, r9:04).6 Edae) LOADING (050 SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TOLL 20.0 Plate GOP DOL 1.25 TO 0.77 Veri(LL) 0.33 13-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.5913.14 >760 180 BCLL 0.0 Rep Stress Inv YES WB 0.91 Hoa(CT) 0.17 9 Na Na BCDL 10.0 Coda FBC2017ITP12014 Maui Weight 174 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Excepr 5-6: 2x4 SP M 31, 1.4.7.10:2x4 SP No.1 BOTCHORD 20 SP No.1'Except' 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Iblsize) 2=1444IOd-0, 9=1444MA-0 Max Hom 2=97(LC 16) Max Uplift 2=-688(LC 8), 9=-688(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc Instate. BOT CHORD Rlgid ceiling directly applied or 3-10-1 ea bracing. WEBS 1 Raw at midpt 5-13 FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 (ib) orless except when shown. TOP CHORD 2.3=-355312605, 35=270W053, 5.5=2490R020. 6-8=-270612053, 89-- 35522604 BOT CHORD 2.16=-237413302,14.16-.237413302,13.14-16632489,11.13=237213302, 9-11=-237213302 WEBS 3-16=01305,3-14=-863f755.5.14=-2271517,6.13=-2371518.8-13=-862fT55,8-11=01305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=3.Opst h=15ft; CaL 11; Exp C; End., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2)-1-M to 5-M, InterioRl) 5-0-0 to 15-0-0, Extedv(2)15-0.0 to 31.1.13. Intedor(1) 31-1-13 to 38-0-0 zone; cantilever left and fight 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-I AD 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 Pat bottom chord live load nortcatcerrentwith any other live leads. 5)' This truss has been designed for a the load of 20.0psf on the bottom chord in a0 areas where a rectangle 3-6.0 tall by 2-0-0wide will It between the bottom chord and any other members. 6) Provide mechanical connection (by others) of buss to hearing plate capable of withstanding 100lb uplift atjoint(s) except Qt=1b) 2=688.9=688. `%%� PC U I N No 68182 *; -* Ccx � STgT�J OF .4U� O�A,R C0�QP N�.`� p00sS141111 0 N A; �?�. Joaquin Velei PENo.68182 Mllek USk Inc. FL Celt 6634 6904 Parlor East Blvd. Tampa R.33610 Data: February 21,2019 ®WARMNO-VeMy tlea/ynluramehrs eMREAeNOT6ONTNIa ANU MCLUOEDNREx REFFEREI.'CE PAGENR•1R],e,-. 1eeYt016EEPoRE U3E patenv W."oNyMet MlTeMawnnacton TNa design Is bpsad one syon pzre " etxnw. aM b tor an NdiNdual W eng ramp .K rot a WessysWn Berea me,MWi"desgmrmuet"Arys,e aopape,Us ordaaipn peameNrs am1 woiwyMmpo w ede design Wo sw ovane W09nade4en BraWpaMiwtedb NprnsntWWrq vrNdNNual Wssaab anNpoWNmemwnany. AdGEput temporary NM pemunaNGecaq WOW h always m4uuedlm sNbYxyaMmpnventoolepu vMl, possBleprspuliNwyaM poperydamaya. Forpeneral ptidanw myn&,p Ma GSrk+don. atpape,d emdbn aM MednpofMam andW»eyeiema.tea ANSIRPII eualiy arlNr4 CSB-09 andaCerBUMlnp eampomnl MPads Ent Blvd. SORyNformetbn avail seam Truss Plata NaNUM.218 N. Lea 6haet.5vaa 312, NexeMde.VA=314. Tanya.K 39610 Job Truss Truss Type Dy Py T76319810 1812 Grp2 B H5 Hip 1 1 Job Reference O tlonal Builders FirstSource, Plant City, FL 33566 8220 s Nov 162018 MiTek Industries, Ina Thu Fab 21 05:58:54 2019 Page 1 ID:zyOGUWbaYuy7h2j5HEIGkhzjLla-KRSmmV V2J WoHs1ItKDGONYoXu6MAsv4TvUel"¢j?g? -�-0.9 60.13 I 12-415 I 174}0 2041-0 F' 2F10.1 I 30.10.3 1 3911-0 1-0-0 6-9-13 6Q1 4-2-1 343-0 42-1 1 13 41-0 i1 4.00 12 5x6 = 5x6 = 3x4 = 46 = 30 = 3c4 = 4x6 = 314 = 9-s-14 17410 zoat-0 i z7-io-2 374141 1114 7-2-2 3A-0 7-2-2 9-9-16 Scale-1:65.9 Plate Offsets (X,Y)- 12:0-0-6,Edue] (4:0-3-O.Edge7 (9:03-0,Edue) 111:0-0-6 Edge) LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (loc) I/defi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC Mal Vert(L-) 0.40 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.65 M15 >694 180 BCLL 0.0 ' Rep Stress Ina YES WB OA7 Hom(CT) 0.16 11 rda We BCDL 10.0 Code FBC2017rrP2014 Matrix-SH Weight 160lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Excepr 6-7: 2x6 SP No.2 BOTCHORD 20 SP No.1'Except' 14-17:2v4 SP No2 WEBS 2X4 SP No.3 REACTIONS. (lb/size) 2=1444IG4.0, 11=144410-0-0 Max Horz 2=108(LC 12) Max Uplift 2=-076(LC 8), 11=-676(LC 9) BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0oc puffins. BOTCHORD Rigid ceiling directly applied or4-" oc bracing. FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-35462510, 35-32122285, 5E=243311833, 6-7=2261/1766, 7-0=2433(1833, 8.10=-3212/2285, 10-11=3546)2510 BOTCHORD 2-18=2291/3315,16-18=1812r2698.15.16=13752261,13-15=.18112698, 11-13=2290/3315 WEBS 8-15=-700/626, 8-13=248/552,10-13=394/439, 5-16=-700/626, 5-18=2481552, 3.18=394/439, 6.16=386/547, 7-15=38N547 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3secend gust) Vasd=124mph; TCDL=4.2psh BCDL=3.OpSF h=15ft; Cal II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1.0-0 to 5-0-0. Intedor(1) 5-" to 17-M, Extedor(2)17-M to 29-1-13, Intenor(1) 29.1-13 to 38-8-0 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 preventwater pone ing, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunentwith 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 2-U wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except GI --lb) 2=676.11--676. 11111111111811 `,gyp PQt! 1 N VFW 16ENSF�l��'. No 68182 9 • ST OF A. R I O P Cj��`, ON' A1 E�11``, Jmquln Velez PE No.68182 6904 Parke Fast Blvd. Tampa R. 33610 Date: February 21,2019 parametersDMNFAD fep3RWnont.1E USE TNISANa M ameteosshe D.WovaNe-Va117hLen deoon Is 6 fw atorpoWa1 Dealgn valWm usere i orelr for.mnpment.roc h4WN noW versia,b basedmlt upmsign en .dPh tlw aDDfra6®Y nl design p Wsn,eM de0g &W DnX+eM bmDaak Mh design Waar,orome bul,tod.rdW eaxsten eerocig Wfi AWof' rnernaW WNW desgn. erarsismarcare4dmpmemwaryortMvlanawaa»maw«U�admemfiersmy. A4aleowltamDaranandDeimanenlbncay MiTek' barn-,ya re9u"ve4 fa sfabiLry aM bpmvent ea3aDsesNh posaIDiapascal inryryaW raopeM4amaae. Fagexral eWdance reyNup Na Iabicaean,etmape, tlelrvery erectiaO aMbachgmTaseaaWbuo syshma,see ANSVIPII quapy Criteria, OS&aB endaC616uR01np campallenf 89p1 PaM EaN asA. aaRfylnbmativn evmUMe fmm Trusv Ws In54Ma.218 N.1eea4eet ^unite 312AIeaaMda. VA 22314. Tampa. R 39818 Job Truss Truss Type Oty Ply T1631091 1 1612Grp2 B His _ Hip 1 1 Jab Reference o tional Builders FbstSource, Plant City, FL 33566 rim 6.6 = 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 2105:58:55 2019 Safi = L 11 3l(a = 46 = Scab: 31811' Plate Offsets () .Y)— r2:03.6Ednel LOADING (psq SPACING- 2-0-0 CSI. DEFL In (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.79 Vert(LL) -0.11 6-0 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.23 63 >687 180 BCLL 0.0 Rep Stress Ina YES WS 0.38 HoR(CT) 0.02 6 Na Na BCDL 10.0 Code FBC2017rrP12014 Ni Weight 741b FT=20% LUMBER - TOP CHORD 2x4 SP Nm2 BOT CHORD 2x4 SP No-2 WEBS 2x4 SP N0.3 REACTIONS. (Ibfsiize) 5=100M-".2=530M4-0, 6=765/0-0-0 Max Ho¢ 2=44(LC 8) Max Uplift 5= 69(LC 13), 2=300(LC 8). 6=337(LC 9) Max Grav, 5=102(LC 24), 2=532(LC 23). 6=765(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=10181770 BOT CHORD 2-8=-657/924, 6-8=.661/912 WEBS 3-0=0299, 3$=9541740, 4-0=399/475 BRACWG- TOPCHORD Structural wood sheathing directly applied or 5.7-3 oc purins. BOTCHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 1 Row at midpt 3-6 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst, BCDL=3.Opsf; h=150; Cal. 11; Exp C; End., GCpi-0.10; MVJFRS (envelope) and C-C Extedor(2) zone; cantilever left and fight exposed; end vertical left and right exposed;C-C for membem and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tag by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 5 except I t=N) 2=300, 6=337. PpUIN1 .��CENS411 Z No 68182 irz po ••TP.ky�: fO N A' e. Joaquln Velez PE No.68182 Milk USA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa R.33610 Date: February21,2019 VWro de afen paramekraeMREA LUDED R£ USE AwIml41?J rtildin, ]O16DFi Os Asgo ssND- sa5t onlyu errs .sN 1 fi use only us des Design Ne deslan Is bppf a uponpaameknvepm,aMp M out �� s osstie lnNdlNdualds desIoompmmtM a buildlmmigrter a boas system Bebre use. uw 6ugdrig depgnN llmel YelMere eppllGb,Lty aldeslgn paromekn NW pmxMmaapmam tlda daskn trio Dv orerag bua®mr deslpn. Bmdrg lndlwledNbpevanlWdl'vg oflMNkualtrveaneeeMlmtls>d member oNy. Men.,,, cop MiTek' rsgaepemwnnl6radng If oevaya rteuiredt>Yab,IDyaMfo peventooeapsewiU posvTle peral�ul Nfurywe pmpeM dSMII FrcpeneralpW]are reparL�gen f tl bradngllbessee and y ANSVA edteda,OSBdgandaCef aulMrq Component depprsmmyyesoon P. eEaslervd. kt'ron,s[arage, Se,see esS IA. SahlY lnbrmatlon evaiable from Trvss Plate InstiMe.21! N. Lea StrelL butte a12,Akurtlrla, VA 22314. T. Tamp®. FL SB310 Too Job Truss Tmss Type Dty Piy T78319912 1612_Grp2 B Hit Diagonal Hip Girder 3 1 Job Rekrenw o BDnal Builders F'irsuicurce, Plant City, FL 33566 8220 s Nov 16 2018 MRek Indusbies, Inc. Thu Feb 21 o5:5a:56 2019 Scale • 1212 1N 3x3 = NAILED NAILED ... �� NAILED 5 LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip COL 1.25 Lumber COL 1.25 Rep Suess Ina NO Code FBC2017nP12014 CSI. TC 0.62 BC 0.67 WB 025 MatrixSH DEFL in Vert(LL) 0.28 Vert(CT) -0.34 HOR(CT) -0.01 (roc) Well Ud 6.7 >403 240 6-7 -338 180 5 n1a nla PLATES GRIP MT20 2441190 Weight 37lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-1 cc puffins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 8-5-3 cc bracing. WEBS 2x4 SP No.3 ' REACTIONS. (IWsize) 4=157/Mechanial, 2=43010-5.5, 5--274/Mechanlcai Max Hoe 2=137(LC 22) Max Uplift 4=129(LC 4), 2=372(LC 4), 5=155(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -AM forces 250 Do) or less except when shown. TOPCHORD 23=911/636 BOTCHORD 2-7=6951845,6-7=-695/845 WEBS 3-7=345/505,3-6=10051827 NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3- cond gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.Opst h=15R Cal II; Exp C; End., 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 2) This truss has been designed for a 10.0 par bottom chord live load nonconwnen(vath any other live loads. 3)' This buss has been designed for a live lad of 20.Opsf on the bottom chord in all areas where a rectangle 346-0 tall by 2-0-0 wide YAII t between e bottom chord and any other members. for n to n (by Provide r to nechanial hearing N' �F<F'4, ectioss cooothersss ) of lass to plate capable of vrithstanding 100lb uplift atjoint(s) except fit=lb) 5) �J%�PQ� J E 2 0 4=129, 2=372, 5=155. 'NAILED'indicates .••gip N S `Q V lC••••• 6) 3-10d (0.148'x3•) or 2-12d (0.148'x325') toe -nails per NOS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the lass are noted as front (F) or back (B). C No 68182 LOAD CASE(S) Standard * •� 1) Dead +Roof Live (balanced): Lumber Increase=125, Plate Increase=125 'O Uniform Loads (piq Vert 141=54, 2-5=20 9 '•S O F : 4U+ Concentrated Loads Db) Vert 6=39(F=19, 8=19) 9=-89(F=A5, 8=A5) 10=54(F=27, 8=27) 00. <!/ �i 'C,% A, 0 P ,�� 0NA1110 Joaquin Velai PE No.68182 Mr7ek USA, Inc. FL Cart 6534 6904 Parke East Blv0. Tampa FL 33610 Date: February 21,2019 Aw—aua- la=zolse OREUSE Designv"Icaufe ad/vth MT" cmnenar•..T1ds design la timed mly upon D Ivrsalewn,aMb M an �al bul! m'wmpmmtr�t Buss sysbm.Beret• use. the bud6ng designer.1 vesay 8 applitaarty ofdesign Dar Wrsm pm,,V lna ate offs design into meoveog bW "� w� b� ° MiTek °M rya ro Wclrgl ewlaern.050-0DeM0C51aulA9n9 no1nGaneM hdlnnlasmauageontl 8901Parke EaulWc. solbWate�318 N. Lee Strea ellf, NevnddaSVA]33�agb Sa1 avmbGa ban Ta 14. Temp a aselo Scam-1:11.6 nca d-" LOADING (psf) SPACING- 2-0-0 Cat. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(L-) 0.06 24 >884 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 VerUCT) 0.05 2-4 >970 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a, BCDL 10.0 Cade FBC2017/TPI2014 Matrix-P Weight 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or4.4.0 m pudins, BOT CHORD 2x4 SP No.2 except end veNcals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. Ob/size) 4=142104-0.2=21910-3-0 Max Horz 2=91(LC 9) Max Uplift 4=-133(LC 8). 2=219(LC 8) FORCES. pb) - Max. Comp.IMax. Ten. -All forces 250 Qb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opst h=15ft; Cat. II; Fxp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cenblever left and right exposed ; end vertical left and fight exposed; porch left 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 noncencurrent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except UMb) 4-133,2=219. 11111111111/ ,�J� PaU I N VFW J% J�**..GENS'... : No 68182 .00 1 O Ft .,�..1S,0NA, E�1Np Joaquin Velez PE No.68182 Mtrek USA, Inc R. Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 21,2019 a AWAMRNO- Vmly hap perarm eWREAD NOTES ON MIS AND INCLUDED MREI( REFERENCE RAGE MX7M mv. IB4 MBEFORE USE Deslpn valid fa of a mly wIM aLTek®mnneMra.TIJa 0eeipn b baf a0 aNy upon parammten slwn, eM b b en m6vMua1 Ea0E4q compmaM. col MF acone ebm. Berate use. pm buadnp tla9pmrmMvaM pre apykabiGry Ndedpn panmelen eM properlymooryaMesungwA bmrimwares WMerp d<spn. BnWpIMmalM isbpmnnlW Almp allMiuldual WsaweUmWlatliad membenaJY�M6lloiul temporaryeM pemwentmaWp MiTek' b always reAutred lasnbNy mdmmewM mpapae vnm pmsmle penmal mpMaMpmpeMMSMVI. Fafic Cm load fP89e. DCS1 uuvyslema.sea ANSVAM1vaey Crlf<tla, OSadp Doti BCSIBvrMlnp Compvnenl eabnand EmWsgr Ea1BIW. SaMrAam.smadon mWave.ry�� .218N. Sleylnrormatlon ovaaalae fmm Truss Pmm msaNta, I19 N. Lea Seeet Smle ]1;AkaaiWla, VA lta14. Tam .M Tampa, R Nd10 Job Truss Truss Type 0ty Ply T16318914 1612 Gry2 B T1 Rool Special 1 1 [.bRfwa.od(,PU..1) Build n; Frst9ource, Plant City, FL W50 5n6 = 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:58 2019 5,6 = scale a 1:33.4 h� 3x8 = 2x4 II 316 = US = 3x6 = a ue II 7-1-8 LI3 1338 Is R ]-141 0.4-0 2-0-0 530 Plate Offsets (X Y) - 12:0-0-2,Edgel LOADING (ps0 SPACING- 2-M CSI. DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.10 2.11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) .0.19 2-11 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.54 Hoa(CT) 0.03 7 We n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight 86lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOTCHORD 2x4 SP No2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 7=672IMechanical, 2=739/04-0 Max Hom 2=102(LC 11) Max Uplift 7=305(LC 9), 2=373(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1424/885, 3-0=12111832, 4-5=1314/874, 5-0=1404/924, 6-7=-015/472 BOTCHORD 2-11=850H287,9-11=851/1277,85=981/1438 WEBS 3-11=-0272, 4-9=1571272, 5-9=288205, "6 4071349, 6-0=919/1417 Structural wood sheathing directly applied or 3-2-6 oc pudins, except end verticals. Rigid calling directly applied or 5-11-0 oc bracing. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf BCDL=3.Opsh h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) -14W to 5*-0, Intedor(1) 5-0.0 to 18-4-12 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 preventwater ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcu enl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-D tall by 2-0-0wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoinl(s) except QF-ib) 7=305,2=373. GENS'.1 No 68182 ' 9 S OF •4J 40O P,\��: 1.S10NA� E��p Jaguin Velez PE No.68182 MRek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa R.33610 Data: February 21,2019 A WARMNO • Vedry dealpnparamelwa eMRFlIDNO)ES ON 1111a ANO1NCLDOm AfREK REFERENCE pACEar14)4r]mv. foaVl416BEFofai OSE De9pn walk roruap oNywab abTek®vmnatlen. TNa deelpn le bazatl mly upm pwamekn ekoxn,aM la for wi brSvldualWMi, cpnWo tWt �� twaayslem. Berge use. the bua4mp de9pnwmustverifypa appreaMiry NdedOn pa2mekn and piapeMkaavWrab Wa devpn Nb Wo ovens ��Y bulldngdealen. BrzaglMxatedhbpnvenlbu[MpplWrvkual buvwMaWwUvd membenwdy. AddiSwul temponryaM pemunentbracbp MITOW alwaYa reWuedfw atabedy wktopmvent omapse with pmsWa perwiul kkryaM wopeMdartuae, pwaeneral m410W end!BC a Waeystema,, eee W MUTh if rabdraden,atwaon de0verv. arettimmtlbeWpolbusaea Crl!<A0.OSBA9 end BCSI Bu1MIny Component 6.M4 N. 14. Safeylnlormadw ava efmn True Pla[e lnshlute.219 N.lee sheet Sate 31LA1e+arEea. VA Z331d. ".VA 3661BNd. Tampa,R 3aet0 Job Tress Truss Type Oty Ply T16319915 1612 Grp2 B V1 Valley 1 1 Job Reference o 9bnal ..mars nrn..erm. Parr ury, rIL aaow a" a Nov 1. ZOI. MI I ax 10aesmas, IW. I nu Feb 21 0b:ba:bs lulu Page 1 ID:zyOGUWbaYuy7h2j5HEKjkhzjLla-CCKGhGY06XODmUKW6AICyDi WVgz8nFgOXSsOTzjM 2c4 � 2X4 II LOADING (psD SPACING- 2-M CSI. DEFL In (loc) Well Ud TCLL 20.0 Plate GOP DOL 1.25 TC 0.11 Vert(LL) Na - rda 999 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) rda - n1a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 nta Na BCDL 10.0 Code FBC20171TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4SPNo.3 WEBS 2x4 SP N0.3 BOT CHORD REACTIONS. (Ibfsize) 1=8013-2-4.3-802-24 Max Hoe 1=43(LC 11) Max Uplift 1=36(LC 8), 3=-01(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. 2 3 Scale =1:8.1 PLATES GRIP MT20 244/190 Weight 9 He FT = 20% Structural wood sheathing directly applied or 330 oc pudins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124inph; TCDL=4.2ps/; BCDL=3.Opsf; h=151k Cal II; Exp C; End., GCpl=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 S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This buss has been designed for a 10.0 par bottom chord live load nonconcument with any other live bads. 4) a This buss has been designed far a tine load of 20.0psf on the bottom chord in all areas where a rectangle 3." tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoinl(s)1. 3. 111111111/�/ `�pOPpUIN V. ............ 0 E N No 68182 � 9 S f F ' 1JJ 4,S�ONA� S00% Joaquin Velez PE No.68182 MITek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 AWA NO-Vrslry des/pnpsramefen GMAEMD NOTES ONTNISANOINCLUDEOaurEKRErmENCE pAEE/dlpTtlartv. 1MM[Q016EEFOEE USE Design vMWleress wlywlm ahTekW mmMan. TNa design Is baud any upon paramelen eleven, aM Filer an lr l dual WN&V o.n cat not ama ryshm. Benae use. U4 budding desig.mnlwellybe appOcabllaY ofdasign pa Iars end le."lnwpdate 6ds design YJn ft wcrA W9d�q design. Backq indeatedhblxevenlWWYp al6gNidud WesweS andlorNad mem6en mly. AddtbrW bnNnrarY.M pemananlbradng KWIC 6ekveya regu4ed bnabOdY erW to gevmt w0apse wM possWb perwnaliNury aM lxopeM damspe. FargnneralgddanceregardrOee lablr�0an,ataage, deGreryeraNan aq maWBelirusses aM WvaplemA wa ANSMH OvarltyM da.OSf rind SCSlEeI/d C.mp. t 691 Pa4e East 3W. SahHTnpomratlon a<alaNeemn Tmu Phbinsemte,2le N.l SMet,SU 312,AhaaMrla.VAM14. Tampa, Fl 36610 Symbols PLATE LOCATION AND ORIENTATION 1 g4 Center plate on joint unless X. y offsets are indicated. 5FDimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-118rr For 4 x 2 orientation, locate plates 0- tier from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location detailsavailable 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 1 bracing if indicated. BEARING Indicates location where bearings (supports) occur. loons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSlfTPl1: 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, Numbering System (6-4-8 dimensions shown o cafe) ixteenthe III (Drawings not to scale) JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT PRODUCT CODE APPROVALS [CC -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 MM W1 a MiTek° MiTek Engineering Reference Sheet MII-7473 rev. 10103/2015 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 SCSI. 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 stark materials on inadequately braced tosses. 4. Provide copies of this toss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of hum at each joint and embed fully. Knots and were at joint locations are regulated by ANSUTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIfrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabricagor. 8. Unless expressty, 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 buss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, sire, orientation and location dimenslons Indicated ere minimum plating requirements. 12. Lumber used shag be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing Indicated on design. 14. Bosom chords require lateral bracing at 10 8. spacing, or less, if no calling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 18. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 18. Review all potions of this design (honL beck, words and pictures) before use. Reviewing pictures alone Is not sufncient. 20. Design assumes manufacture In accordance with ANSVTPI 1 Quality Criteria Y MdLHERN+KULP •j ��, p:SIDENTIAL STRUCTURAL ENGINEERING ' 300 Brookside Avenue, Building 4, Ambler, PA 19002 - p 215-646-GOOF - mulhernkulp.com _ March 8, 2019 �2a Baylie Eikmeier WADEJURNEYHOMES 3198 Aerial Way iF�s Brooksville, FL 34604 Cw 5 Master — Up to 160C MPH 1612 Model — Elevation B BUILDERS FIRSTSOURCE ROOFTRUSS SHOP DRAWING REVIEW M+K Project #: 195-19004 WJH Project #: 022LWP000 — 7501 Brookline Ave. Reference Roof Truss Shop Drawings preparedby Builders FirstSource. Dated: Feb. 27 2019 Ms. Eikmeier: Pursuant toyour request, we have reviewed the above referenced engineered roof truss shop drawings for the above referenced model and elevation. The scope of our review was to verify conformance with the structural design prepared by our office and to certify that the design loads used for their design meet or exceed the Code required criteria. Our review did not include dimensional checks, truss profiles or truss quantities. Our review found the engineered roof truss shop drawings meet or exceed the structural framing plan specifications and are in general conformance with the contract documents and are approved as noted. Please feel free to calla you have any questions. Respectfully, MULHERN & KULP STRUCTURAL ENGINEERING, INC. James G Friling, P.E. Frincipal/DirectorofOperations o. . 778 :• * , 9 T E 1 iU 0 : �,- It PlGiientFilesl195- Made /umeyHomes12019119004-LakewoodPark Community1022LO006 - 1612 9tHISubmNals12019-03-08-stmdsubmittal12019-03 / -1612Model-6) Elev. 3- Master -FLRTShopDrwgReview.docr