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HomeMy WebLinkAboutTRUSS PAPERWORKw. Lumber design values are in accordance with ANSI/rPI 1 section 6.3 These truss designs rely on lumber values established by others. t , MiTek® REVIEWED FOR RE: 40_1200_A 2CAR- ST. LUCIE COUNTWiTek USA, Inc. Site Information: ®�+C+ Tamp Parke East Blvd. Customer Info: Wade Jurney Project Name: 40_1200 A ModeP40_1200 A Tampa, FL 3361MANNED Lot/Block: Subdivision: BY Address: St. Lucie City: State: FL County 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 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 14 individual, Truss Design Drawings and 0 Additional Drawings. With m� seal affixed to this sheet, I hereby certify that 1 am the Truss Design Engineer and this index sheet conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name Date _ 1 T13148496 lAl 216118 2 T13148497 CJ1 216/18 3 T13148498 CJ3 216118 4 IT13148499 CJ5 2/6/18 5 T13148500 EJ4 2/6/18 6 T13148501 EJ7 2/6/18 7 T13148502 GR'I 2/6118 8 T13148503 GR2 2/6118 9 113148504 1 H1 2/6/18 10 T13148505 H2 2/6118 11 IT13148506 1-13 2/6118 12 1T13148507 1-14 2/6118 13 IT13148508 1HJl 2/6/18 14 IT13148509 I HJ2 2/6118 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these buss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSUTPI 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 Mirews customers file reference purpose only, and was not taken into account in the preparation of these designs. MTek 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 ANSUTPI 1, Chapter 2 UIN %%`S�P00 �G E AI g � ;IV68182 k 31' STATE OF :��Z r •,d'S+��NA� • Joaquin Velez PE No.68182 MITek USA, Inc R. Cert 6634 6904 Parlor East BA Tampa R.33610 Data February 6,2018 Velez, Joaquin 1 of 1 Job Truss Truss Type Cry Ply T13148496 40 1200_A 2CAR Al Common 13 1 Job Referenoeloptionel 6ueaers rustuource, Floor City, FL 33566 N 4.00 t2 4x6 = 6 8.130 s Sep 15 2917 MiTOK Industries, Inc. Mon Fab 5 20:22:31 201d Scale = 1:57.7 1 .. 4 3x8 — 3x4 = 46 = 3x8 = 4x6 = 3x4 = 3x8 _ a-10.74 17hU 25-1.2 34-0-0 a-f0.76 I &1-2 I 8.1-2 I e-10.14 Plate Offsets (k Y1- 2'0-0-0Edael r100-4-0Edcel LOADING (psf) SPACING- 2-" CSL DEFL In Poc) Vdefl Ud TCLL 20.0 Plate Grip DOL 125 TC 0.64 Vert(LL) 027 14 >999 240 TGDL 7.0 Lumber DOL 125 BC 1.00 Verl(CT) -0.50 14-16 -806 180 BCLL 0.0 Rep Stress lna YES WB 0.61 Horz(CT) 0.15 10 rda Na BCDL 10.0 Code FBC20171TP2014 MatrbtSH UUMBER- TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Us -me) 2=130910-3A, 10=13091038 Max Hum 2=109(LC 16) Max Uplift 2=-605(LC 8), 10=-605(LC 9) PLATES GRIP MT20 2441190 Weight t58lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied a 2S3 cc pullins. BOT CHORD Rigid wiling directly applied a 2-2-0 oc bracing. FORCES. (Ib) - Max. CompJIVI . Ten. -AO fumes 250 (M) a less exceptwhen shown. TOP CHORD 23=318711931, 35=289511749, 5-0=202011334, 6-7=20211111334, 7J=289511749, 9.10=318711931 BOT CHORD 2-16=17232978,14-16=13612436,12-14=13772436,10-12=17392978 WEBS 6-14=5471975, 7-14-7131526, 7-12=182fW7, 9-12 349r339, 514=7131526, 5-16=1821507, 3-16=349M9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3second gust) Vasd=124mph; TCDL=42psf; BCDL=3.0psf; h=1Sit CaL It; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C E_lder(ot(2) 4-M to 2-443, InterMl) 2-4-13 to 17-041, Exterior(2) 17-0-0 to 20-4-13 zone; cantilever left and right exposed ; end verBcal left and right exposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This buss has been designed for a 10.0 Pat bottom chord We load rronmncurrent w8h any other five loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-641 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of buss to hearing plate capable of Withstanding 605 In uplift at joint 2 and 6051b upfill at joint 10. No 68182 Joaquin Velez PE No.082 Wrek USk far. FL Cart 6634 6904 Paden East BNd. Tampa FL 33610 Date: February 6,2018 A woR m-Varry4 [V pPmi Pq READ MOTESIW0.YA14EEFOREUSE Desiyivel4faieaa4/vim T564es5nhbesa4 ParaMessbosei, ltu7es axtponentnot �• buOMmnedas. a msssys2m Befoie Use, 4iebUtbm94osigna must vauy 4neppevpdyal4nsgn namneSrsoMrxepay LavpmetAtli'n4es14ri h4otKe ovemY ftdd pmp"eoarpv bWbin94eslai, Bre6np 6x4mktlbbfsieenlbuddr0 oixitivlOrelNm YsS endkrdnNnembesaMy. Aam6melimaaayesd pammentMadnq ,� Mll ek- 6ai'+eYsreWoe4brsta6Wb eMbaewM meaose WK pess3b pnssenNeyixYmtl papeRy dana4e. ror�Cdbwl4mnce nqe teMraSori. stae9o, 4e9very.eaUlmiaMaraUsgof sYst see A VA2 Quality ddMIa, D6aH9 and eC3laWacq canDuwm d BMI s4r.1y mrom,mm„ eveaeMe rmin Tas»1'leh mwwie, x1a N teesoeetsiHe 3I2, Ake�ia. vnxzlta, .215MLee T R.U610 Tama FL 3ss1a Job Truss Truss Type Oty Pry T13148497 40 1200 A 2CAR CA Comer Jack B 1 Job eference o tional Builders Flrsttioures, Plant City, FL 33566 1-0-0 LOADING (pat) SPACING- 2-" CSI. TCLL 20.0 Plate Grip DOL 125 TC 0.10 TCDL 7.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 Rep Stress Inv YES WB 0.00 BCDL 10.0 Code FBC20177rP@014 Matnx-P LUMBER- ?0P CHORD 2x4 SP No2 BOT CHORD 2x4 SP No.3 REACTIONS. Qblsae) 3=A Mechaniml, 2=121M-3-8.4=10IMechan'twI Max Ha¢ 2 40(LC 8) Ma: Uplift 3=-S(LC 13), 2=119(LC 8) Max Gmv 3=16(LC 8), 2=121(LC 1), 4=19(LC 3) FORCES. (lb)-Max.CompJMax.Ten.-ABforces260(b)orfes umptwhenshown. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Feb 5 20:Z2:31 ZU18 DEFL. in (loc) Udell Ud Ved(LL) -0.00 2 >999 240 Ved(CT) -0.00 2 -999 180 Horz(CT) -0.00 3 rva r9a Scale =1:6.1 PLATES GRIP MT20 2441190 Weight 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing deecily applied or 1-M oc purfins. BOT CHORD Rigid calling directly applied or 1G." oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3seoond gust) Vow=124mph; TCDL=1.2psf; BCDL=3.Opsf; h=15ft; Cat 11; Fvp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exttmor(2) zone; cantilever left and right exposed; end vertical left and right exposed." for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L=1.60 2) This truss has been designed for a 10.0 psf bottom chord five load nonconcunent 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 3-6-0tall by 2-0-0wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical wrmedion (by others) of bow to bearing plate capable of withstanding 5Ib uplift at joint 3 and 119 b uplift at joint 2. G e'niV �\ SF•. ,� No 68182 S OF .' 41 fR O, \�� 80NA� E�C��. Joaquin Velez PE Na68f82 Mfrek USA. Inc R. Cart 6634 6904 Parlm East 01ed. Tampa R. 33610 Dale: February 6,2018 A wARRRla-V. Wdee parmeM.neR£m NOIRONrgSaxD pKLUOID tvrrrxaERIIeErrCE PAOEtl6rmrev. 101CMQ015BETLRE USE. Desuy, vadd torusa aJywdb r.4TM0mvermsTriadest9165azcdaJyWmh PnranrlM shu+rL mN[s loran lr�videallwa6.g mryarnt not e Nassystem,anonh theboiling des is bulB'vq deskph. OaWglndicam4'n to lveveN lxxtdrq oid her bVssynwo soar«oars members «ily. aadumw tmmorary ehe xnmm�aehayrhg MOW IseM hembed WsMbBy and bIxaveMenaapsewibpoR3leprs iryw/mN prop" damagegeNenm egeMg the fehimEmh. slvage, deevvy, eremm arMhads of mavemtltrmsystena, see AN561Y11WaMyCMrl,MBdg BRIBdbgMConmorent 69651`04oeF Bhd. Safety Intomation evadable PanT p baeMe.218KLeeS L8 312,awmNla.VA22314. Tempe. P. 3661a Job Tuns Tmss Type Oty Ply T13148498 40 1200_A_2CAIR CJ3 Comer JaGc 8 1 Job R fe n f 8 11 Builders FlrstScurce, Plant City, FL 33566 LOADING (pat) SPACING- 24)-0 CS]. TCLL 20.0 Plate Grip DOL 125 TC 0.14 TCDL 7.0 Lumber DOL 125 BC 0.09 BCLL 0.0 Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2017/IP12014 Matrix-P LUMBER- T9P CHORD 20 SP No2 BOT CHORD Dc4 SP No2 REACTIONS. (Ibtsize) 3=63IMechanicel, 2=178M3-8, 4=281Mechanical Max Harz 2-72(LC 8) Max Upfm 3=-WLC 12), 2=130(LC 8) Max Gruv 3=6WC 1). 2=178(LC 1). 4=56(LC 3) FORCES. Cb) - Max. CompJMax. Ten. -AII forus 250 (m) or less except when shaven. 8.130 s Sep 15 2017 MTek Indusbies, Inc. Mon Feb 5 20:22:32 2018 Scale -1.9.4 DEFL in Doc) Vdefl Ud PLATES GRIP Ved(LL) -0.00 2-0 >999 240 MT20 2441190 Ved(CT) -0.01 2-0 >999 180 Horz(CT) -0.00 3 rda n1a Weight 11 It, FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 3-" oc pudins. BOT CHORD Rigid caging directly applied or 1G." oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3secand gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0pst, h=1511; CaL If; Exp C; End, GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 2-0.13. Interim(l) 2-4-13 to 2-11-4 zone; ranNever left and right e7posed ; end veitcal left and right exposed;C-C for members and forces 8 MWFRS for reactions shaven; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 ps1 bottom chord five load nonconcunentwith my other Eve loads. 3)' This buss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3E" fa0 by 2-" wide vnll 5l between the bottom card and any other members. 4) Refer to girder(s) For truss to buss connections. 5) Provide mechanical connection (by others) of puss to hearing plate capable of withstanding 58 It, upfft at joint 3 and 130In uplift at joint 2. ``pOPQUIN No 68182 IS 9 ST OF :•4U Joaquin Velez PE Na68182 MTek USk Ico FL Cad 6634 6904 Parise East Blvd. Tampa R.33610 Date: February 6,2018 ® wARIMM. vag0.10 PvaoeNaa n READ NOTES ON TMS MD 01CLBDED NrrEx REF£ &E PAGE aRIFM rem 11OW2013 atWREosE Dash void lar lse uayw iuf ei®� lhh de Isbased only ,ee paawtas 4i Nant Lssx onb Actual Lurde6 na a mist sysmrn aetpre use, lleh�#rg drsignawOtwaayhhq eppmahtiyordesial Pemmelers erq propedy0ipapaab ays des9n Yhbae weal bW4ngdas1g, BartpinI andpermareladadng MTek' h Maya re9uled brsNS&b atltpprwenl moevtawan wssala pasaieltAaraw Papacy damage. wvar_+a Pabhn reyndrg ft teLrkaSat sta+9e, deaeaY, aeafpn ant brarLgofmssesa4 mrss sysWn,sea AN9a1P11 Dua1nT Gdar1i 09ad9aM BC31 Succe, Cmaaw 6904Pake East BNtl. Saratymfore"ah aealabb Truss RaahnLltrte.218tLLmS Ls• 312.nemMM1T.VA 22114. Tamp FL 36610 Job Truss Truss Type Oy Ply T �499 40 1200 Al2CAR CJ5 Comer Jack 4 1 cab Reference o do al Builders FlrstSouroe, Plant City, FL 33566 LOADING (psf) SPACING- 2-0-0 CSL TCLL 20D Plate Grip DOL 125 TC 0.57 TCDL 7.0 Lumber DOL 1.25 BC 0.28 13CLL 0.0 Rep Stress Inu YES WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Mabbr-P LUMBER. TOP CHORD 2z4 SP NO2 BOT CHORD 2x4 SP No2 REACTIONS. Chrome) 3=1221Mechanical, 2=24710-M, 4=481Mechanical Max Ho¢ 2-105(LC 8) Max Uplift 3=108(LC 12), 2>153(LC 8) Max Grav 3=122(LC 1). 2=247(LC 1), 4=96(LC 3) FORCES. (go) - Max. CornpJMax. Ten. -All forces 250 (lb) or less exceptwhen shown. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 20:22:33 2018 Page 1 ID:75V TDnGc85aTgwUBsSnePTzgPeD-gcyBLz741Ae09ghV9vSmFEPlfbtzlg5Crldxwizo4WK 5-0-0 S." Scab=1:12.7 DEFL in (loc) Well Ud PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 2441190 Vert(CT) -0.06 2-4 P909 180 Horz(CT) -0.00 3 rda Na Weight 17lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 0o pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1)1Vmd: ASCE TAO. Vult-160mph (3s nd gust) Vasd=124mph; TCDL=42psf; BCDL=3.Opsf; h=15Fq Cat 11; Fib C; Encl.. GCpi--0.18; MWFRS (envelope) and C-C Exterior(2) -1-U to 2-4-13. Intedor(1) 2-4-13 to 4-11-4 zeoe; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reacUorrs shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pof bottom chord Me load nonhomlaaientwfth any other five loads. 3) • This teas has been designed for a Me load of 20.0psf on the bottom chord In all areas where a rectangle 3-" tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for lass to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of witlhstandmg 108la Uplift at joint 3 and 153 lb uplift at jobd 2. No 68182 Joaquin Valet PE Na68182 MNek USq In¢ R. Ceft 6634 6904 Parke East Blvd. Tampa R. 33610 Date: February 6,2018 A wAR!®Yp-yppr.parynpyamefenagnEAoxoTR ON MIaANopCLuomlBlEl(REFfBBICEiAGE/Ormre� rovYSa/s BEFOREusB Bd3nvaf4 busamywA WTelolli etrxs This dmgn Is bestsad/Won peremetvs MM WA IstaanbdwiTurbhi6ng oohWanmt rot abss syshem Besse use, Nebhtivig desigperrrm9vedyun oDW bd4e51, paams wdpraPaylrmPaae eiede iinoen, eran ■ bddxgdesij,,{paasyiri&rebdebPra`antbadda9 otbdidauel aussvapaWaddd manbasohd/-Addavwlhenxvayatl Para®ner4bradp9 MiT;ek' baWays re9ulNMslaOfiy aW topreseol axrapsawahD�bperseran NAeyaM pr!Pabdamew. Fmoahaelmlda�, repvdir5 rim feb�Sat W'aa9e. depvery,eredSah ens bnabg aftrussasand Wissysbne,see AxSBIPll pierny 4lhda, 0.5BE9 aN BC51 Bu0aI�Con�onsm gateybramubm erap.Lb Ban Truss Plat bste4e. 219 tL Lee Sweat Buda 3R AM�mwria, VA2t3td. 69tld Pale F.esleMl TaWa Fl %Gt0 ob Truss Truss Type Oty Ply T13148500 40 1200_A_2CAR EJ4 Jack -Open 13 1 JobReCerence_(opticnel) Builders FlrstSource, Plant City, FL 33566 8.130 s Sap 15 2017 MITek Industries, Inc. Mon Feb 5 20:22:33 2018 Page 1 10:75V7DnGc85aTgwUSsSnePTzgPeD.gcyBLz741Ae09ghV9v5mFEP4HbvTIg5Cddzwizo4WK -1-0-0 4-2-0 • 1-0-0 4-2-0 LOADING (psf) SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip DOL 125 TC 0.34 TCDL 7.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 .Code FBC2017ffP12014 Mahbt-P LUMBER - LOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 REACTIONS. (Ibrsize) 3=981Med mical, 2=2171114", 4=400echanical Max Hoe 2=91(LC 8) Max Uplidt3=88(LC 12), 2=143(LC 8) Max Grav 3=98(LC 1), 2=217(LC 1), 4=79(LC 3) FORCES. 6b) - Max. CompJMax. Ten. -All f vans 250 (Ib) or less exceptwhen shown. Sete-1:11.3 DEFL in (too) Vdeg Lid PLATES GRIP Ved(LL) -0,01 2-4 a999 240 MT20 2441190 Vert(CT) -0.03 2-4 a999 180 Horz(CT) -0.00 3 nla n1a Weight 14 g> FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purfns. BOT CHORD Rigid ceiling directly applied er 111-0-0 oc bMCiM- NOTES- 1) Wmd: ASCE 7-10; Vult=160mph (3seccnd gust) Vasd=124mph; TCDL=42psf; BCDL=3Apsf. h=15% Cat II; Exp C; End., GCpi-U.18; MWFRS (envelope) and C-O Exterior(2)-1-" to 2- -13. Interice(1) 2- -13 to 4-141 zone., cantilever left and right exposed; end vertical left and right exposed,," 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 par bottom Mad five Mad no11ce11clmentwflh any other live loads. 3) • This truss has been designed for a five load of 20.0psf on the bottom card in a0 arenas where a rectangle 3-60 tall by 2-" wide will fit bebveen the bottom Moril and any other members. 4) Refer M girder(s) for buss to lass connections. 5) Provide mechanical connection (by others) of truss M bearing plate capable ofvrithsranding 88 In uplift atjomt 3 and 143 fo uplift at joint 2. �aG E N gFUIN ,F�,,,i: No 68182 S OF .,�S1S,,ONA' ��.1p% Joaquin Vela PE No.68182 Mnbk USq Inc. R. Gmt 6634 6904 P2rIm WBlvd. Tampa FL 33610 DM February 6,2018 ®wMMG-VmnFderaermsemermxmd nFAo aorasoxnastoovmrseewM rue. Design vaad fmuse o*y MITekmcamedms TNadesignkgmd only Kn Dmm^ems slum, and is lm en od iCuai buadv9 mmpmrent not �• arutssysmm.Bermeuse,"bftdesiammrntvedyrima Wdesknpmmne@rsandPWmMis=W. edsde bmtMomea °mppn�e"" e" �en°�xg MTek' rab•va9m,slvrape. deevmy. esec6on mMl.mhg mmrsasmdtmnsystr+m. xa 11N3pIFr1 Cua0y Cftdk 0SIM and am BaMar9 cmnpmwm smppMEmkt aafW lafammbn oraAeeb bom Truss Mue 40l0de, 21a k Lee 8xeet Sib 312. A1oandit VA 22e14. Tm FL Min Job Truss Truss Type Cry Ply T13148501 40 1200 A 2CAR EJ7 Jack -Open 11 1 Job Reference (optiunall Builders FlrstSource, Plant City, FL 33566 3x6 = 8.130 s Sep 15 2017 M1Tsk Industries, Inc. Mon Feb 5 20:22:34 2018 Page 1 ID:75V7DnGc85aTgwUBsSnePTzgPeD.8pWZZJB W UmHnpGhjm?nSx8T7801 HLL4yNVT8zo4WJ LOADING (Psf) SPACING- 2-" CSI. OEFL in goc) Udell Ltd TCLL 20.0 Plate Grip DOL 125 TC 0.83 Ven(LL) 0.13 24 >622 240 7CDL 7.0 Lumber DOL 125 BC 0.55 Vert(CT) -021 24 -397 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.00 Horz(CT) -0.00 3 We nla BCDL 10.0 Code FBC20177TPI2014 MatnxSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ihlsae) 3=1661Mechanical,2318103.8,4=811Mechanical Max Hwz 2=138(LC 8) Max Uplift 3=135(LC 12), 2=179(LC 8), 4=1(LC 12) Max Grav 3=166(LC 1), 2318(LC 1), 4-125(LC 3) FORCES. gb)-Max.CompJMax,Ten.-AHMw 250(0))wlessexceptwhenshawn. Style: 314' 1- PLATES GRIP MT20 2441190 Weight 23 lb FT=20% BRACING - TOP CHORD Structural wood rhea hang directly applied a 5-1-0 oc pur ins. BOT CHORD Rigid ceTmg directly applied w 1041-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vastl=124mph; TCDL=4.2pst, BCOL=3.0psf; h=1511; Cat II; EM C; End., GCpi=0.18; MWFRS (envelope) and G-C Exterior(2) -1-" to 24-13, Interior(1) 24-13 to 6-114 zone; cantilever left and right exposed ; end vertical left wd right exposed.-" 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 five load nonconcu ent vAth any other five loads. 3) - This truss has been desgned for a live load of 20.Opsf on the bottom chord in a0 areas when: a rectangle 380 tam by 2-0-0 wide will fit betvreen 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 vAthstanding 135 lb uplift at joint 3,179 to uplift at joint 2 and 1 to uplift at joint 4. ``%�OPpUIN 4V�44�,,i No 68182 -)S OF t�7� A' Joaquin Velez PE Na68182 MfMk USA Ire R. Cart 6634 6904 Paden East BM. Tampa R.33610 Dale February 6,2018 AWA G-V.WdesigAParanalenend nPAO ACRES aN 1103 MofNa,Vam dwEM REFEaEMCEPAGEMo-7m ray. f0=2015 nEFORE USE D-Pv mr use",ft WTek®ootamamrs, 7M design Is besrd WY span perMmters shv and is rah an eMivkuel b-II&V aame,a mf eer Beraeusa.nxlNM'vg dndR�MmustvaIIyOm �pimE�rar4mien pmeme�Ma PaPMM 4xaPMem cola 4esiAhben meove� qds Oan 6uikn0 desibn, aredn0 bdl®mdben P�e✓ttd GrdNna orindddmlTmvPD eMladvU mambesmdy. Aemeoaria mrnoorw end PemiMx*dwdng {�e 1� u elvaysnqubed 1M stabRty'an4 mgaventm0alrsewdh PasLfe pdsndl bpivyatW Ixapahydamape, Fm Reamel Wdanm ueQnd Ole IYIIIBk- rafetylome,Uo,deBvgY.amCm eM mamaNbi�seM busssystms, sea ANBVfRt Quality Wlmly oseaa and Bf5l eaamrm Campaw0t 13 FL Pashalvb 9aferylnf0rmztl0n avalabb OOm Thus Plate h�s9T4e.2fa N,lxe SSieeLGube 312Alexardda. VA 22114. Teo Twr4,a-FL 35610 Job rss Truss Type 0ty Ply T13148502 40 1200 A_2CARJGRI Hip Girder f 1 Job Reference a eonal Budders Fusisource, Plant City, FL 33566 8.130 s Sep 15 201T MITek Industnes, Inc. Men Fab 5 20:22:35 2018 Page 1 ID:75WOnGc65aTgwUBsSnePTzgPeDABdJ_79y25070704r17Tst1RRpoKVlgeXGscXOzo4WH 1 7-0-0 10-10-1s loll-10 19-0-8 z3-1-1 z7-0-0 34-0-0 7-0-0 3-10-15 all.114-0-11 &10-15 7.0.0 47-0 Scale-1:58.6 NAILED NAILED NAILED NAILED NAILED Special 8x14 MT20HS % 8xl4 MT20HS a 4.00 12 Special NAILED 2z4 II NAILED 3.8 = NAILED 2X4 II 7XIO WB = axe = NAILED 5X12 = 17 M 16 23 15 24 14 25 13 26 12 5x12 = 2X4 11 8x14 MT20HS = 2.4 II 8x14 MT20HS = 5x6 = NAILED 2x4 11 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special J LOADING (psU TCLL 20.0 TCDL 7.0 BCLL 0.0' BCOL 10.0 SPACING- 2-" Plate Grip DOL 125 Lumber DOL 125 .Rep Stress Ina NO Code FBC2017/TP12014 CSI. TC 0.92 BC 0.69 We 0.64 MabixSH DEFL Vert(LL) Vert(CT) HorACT) in (lac) IldeB Ud 0.97 14-15 >418 240 -1.3314-15 -305 180 020 10 nda n1a PLATES MT20 MT20HS Weight 200 lb GRIP 244/190 187/143 FT=20% 6UMBER- BRACING - TOP CHORD 2X4 SP M 31 -Except' TOP CHORD Structural wood sheathing directly applied or 1-" oc purfns. 3-7,7-9: 2X6 SP No2 BOT CHORD Rigid xvLg directly applied or 4-2-3 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3•Except• 3-16,5-16,5-14,8-14,9-13:2x4 SP No2 OTHERS 2x4 SP No-3 REACTIONS. @Alze) 2-264310JS,10=2644/03-8 Max Harz 2-48(LC 8) Max Uplift 2=1453(LC 4), 10=1454(11-C 5) FORCES. (lb)-Max.CompJMex.Ten.-AOfbn 250(m)orte ,"mptwhenshbwn. TOP CHORD 23=751ffi4021, 3-0=a352/5066, 45=-9Mli5064, 5.6=1052315673, 6A=10523I5673, 89=441815106, 9-10=751314019 BOT CHORD 2-17=3771/7087,16-17=3756/7048,15.16=-% /10642,14-15=--W 710542, 13-14=497519416,12-13=3708r7044, 10-12=3722/7082 WEBS 3-17=-237/618, 3-16=145at2762, 4-16=-080=5, 576-1502/801, 5-15=-24/374, 6-14=d06/J32, 8-14=67411294, 8-13=11561723, 9-13=149WB40, 9-12-223(601 NOTES- V(`<. five b 1) Unbalanced roof ads have been considered for this design. `,�`OP..... `�� , : \ C ENS •' 00 2) Wad: ASCE 7-10; Vdt=160mph (3second gust) Vasd=124mph; TCDL=42psF, BCDL=3,W, h=15$ Fe Cat II; y C; End. \, F•'.• 0 GCP7�.18; MWFRS (envelope); canhlever left and right exposed; end vertical left and right eglosed; Lumber DOL=1.60 plate grip 1.DOL=1.so No 68182 3) Provide adequate drainage to prevemtwater pending. 4) AO plates are MT20 plates unless otherwise indicated. = 5) This truss has been designed for a 10.0 par bottom chord five lead nonconcunentwith any other five loads. •� 6) • This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3." tall by 2-M hide S OF :• ((7 Z will fit between the bottom chord and any o3w members. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstandolg 1453lb upfift atjomt 2 and 1454 m uplift . Q . 4 0 AN ••, T � lth a �� �����S�O sufficient Ito support concentrated load(s) lb dorm and 160 up at 9) Hanger(s)o other collection devices) shall be provided s N ALE� 741.0, and 161 Ile down and 168 m up at 27-0-0 on top chord, and 449lb down and 284 m up at 7-041, and 449 m dam and 284 m -Dp at 26-114 on bottom chord. The destgrdselection of such connection device(s) is the responsibility of others. Joaquin Velar PE No.68182 10) In the LOAD CASE(S) section, bads applied to the lace of the truss are noted as front (F) or back (B). MRP,k USA, Ipb R. Did 6634 6904 Pd11m East Blvd. TampaR. 33610 LOAD CASE(S) Standard Dale February 6,2018 Awarrmra-vany4�pa.�am48aAoxorEs oN lrosaxawnuorn 4rflal(RFI�RENfEPadE4Y-7Q3rw: fao3xfsewrsause �!i Desk wei4 fa rce a81Y W h A4Tet®rambrs. Tds 4esia, b bmM only rqm paemeters shwm and is for an bdr44ua1 Ou14'vq mrpmv4 rml �� ys'bn Beferaree,Bx: Wl4rm 4esigivrarYwaIIy Bie aGrarehl3yof 4esyn perenielers mMPrMab�Paat4 @is4esiT lnbtla weal In"Ing PeenrdxJ489 oT6 al eus9 aebaM/aMab manWsady-A445mrl taryaery ai4 panmml5rxL6 b~req e.&adrgb4u MTeK fs Wabs atlbPrwmfra&'grsev NPess0le PersaiallrywyeM paWbdan�epa. Fa9axrel pWdmae reger4ap lM lap slnre4brstaAlib Iahktvtno laooa eefwy, en:VXn agtaedrgo IV CrIMgU5BE9 m,a 6C51 eua®op CmQnnot 89d f%M Ee51BN4. 22314.0ry Safely Inmm�uNon edmia5b Dam True PlSa bsW4e, 214 N.In Seeel6ude 312AIewMrie. YA 7l3f4. .2iaendtrusssyslm 31 dri Tertga FL 36610 Job Truss Toss Type cry Ply T13148502 40_1200 A_2CAR GR1 Girder Hip Gib 1 1 Job Reference o Bonal Builders First9ource, Plant City, FL 33566 8.130 s Sep 15 2017 Mtrek Industries, Inc. Mon Feb 5 20:22:36 2018 Page 2 ID:75WDnGc85aTgwUBsSnaPTzgPeD4BdJ79y2507OIDdrl7TstlRRpoKVlgeXGscXOzo4WH LOAD CASE(S) Standard 1) Dead + Ro0r Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3-54, 3-9=54, 9-11=-54, 2-10=-20 Concentrated Loads (lb) Vert 3=-112(F) 7=112(F) 9=112(F)17=449(F) 16=81(F) 4=-112(F) 5=112(F) 15=-61(F) 14=-61(F) 6=112(F) 8=112(F) 13=-"(F)12=449(F)18=-112(F) 19=112(F) 20=112(F) 21=-112(F) 22=-01(F) 23=-61(F) 24=81(F) 25=-61(F) 26=57(F) A WAR ,,erffytesr4ayuramehrsandp NOTES ON USE Dew,n d Use uDyw hDTek®mdedns This des90 Is bas ordyapm pars 51awn.mitl[s DrmlDNWdua1 bWdtig mDPm tW �• a Gras sYsteA Before use, triebaidm desgner mrslverUy fAeepphmhdyafde9grpaanrttars®d PapalyMnpveb Dodesi� Nb De overd bUPe�n®a �rsmdg� ,bream MiTek' k aWaysvedbr�slaNGry mdtopmenrolwan ws�v p1^Ps1b bbkabott stom9e.deWM.em nandhackg oftmv aadtncseyslmrm-see ANSVIR10ua1Dy0Umla DSBE9 and Beal Buadbg CompanaM 69D0 P®ke East ONd. saterytnfmnuDml asadobb DomT PWebsh .215N.Lee Sheets 312AM=dda.VAM14. Tampa. 366,0 Job Truss Truss Type Ory Ply T13148503 40_1200_A 2CAR GR2 GABLE 1 1 Job Rofarence o 6onel Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Feb 5 20:22:39 2018 Page 1 Scale: 3116'=1' US = 4.08 12 7 5.8 8 3X4 O 3X4 3 3X4 i 6 9 3X4 NAILED NAILED 5 70 3X4NAILED NAILS D 50 4 17 51 31 12 2 = 8= =5z8= 13 14 .1 d wXXXXX d 3X6 = 52 53 54 21 55 56 20 57 19 18 58 30 = 59 60 1561 fit 30 = Azle MT20HS = 3X4 = NAILED 3X(i = NAILED 5Xe = 18 NAILED NAILED NAILED NAILED NAILED U10 U=HS = = 39 — RAILED NAILED NAILED 30 NAILED NAILED 3X6 = NAILED 21A W4 17-0 1B 1e93 �36r 29314 44De &10.14 I &12 1 2da 0.V.11 1-11-]a2�1 488 1 s83 1.11-13 `)--[8:0-0-10,0-05],122:0-2-10,0-1-12], [22:03-0,G-2-01, R5:OO-9,0-1-121,125:03-0,G-2-0L [29:0-0-11,0-1-12], [29,V-25,0-25], [31:0-1-0,0-2-0], [42:0-2-0 LOADING (pso 7CLL 20.0 TCDL 7.0 BCLL 0.0 BCOL 10.0 SPACING- 2-" Plate Grip DOL 125 Lumber DOL 125 Rep Stress Incr NO Code FBC2017rrP12014 CSL TC 0.55 BC 0.86 WB 0.62 MatrixSH DEFL in VergLL) -0.18 Vert(CT) -0.35 Hom(CT) 0.02 Ucc) Udeft Ud 2-21 -999 240 2-21 >658 180 13 nla rda PLATES MT20 MT20HS Weight 2341b GRIP 2441190 1871143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4d-12 w purfn& BOT CHORD 2x4 SP No.2 *Except- BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-20: 2x4 SP No.1 JOINTS 1 Brace at Jqs): 25, 29 WEBS 2x4 SP No.3 OTHERS 20 SP No.3 REACTIONS. All bearings 4-" except UMength) 2-03-0,13=03A. (Ib) - Max Hoe 2=109(LC 27) Max Uplift All uplift 100 lb or less atjoint(s) except 2=372(LC 4),17=568(LC 4), 16=238(LC 9), 13=232(LC 5) Max Gmv All reactions 250 m or less atjotngs) except 2=731(LC 19), 17=1645(LC 1),17=1645(LC 1);16=556(LC 20),16368(LC 1),13=361(LC 20) FORCES. (Ib)- Max- Comp./Max. Ten- -Ali forces 250(lb) orlessexceptwhen shown. TOP CHORD 23=1443f655, 3-0=S611374, 4E=792241, 6-7=1351365, 7-8=1031342, 8-9=-3421911, 9-11=2411674,12-13=435245 BOT CHORD 2-21=56111334, 19-21=2451601, 17-19=7041372, 16-17=512270,15-16=96278, ,1\\II1111/7j WEBS 4-22---296r287.22-23=5261498.21-23=d261372,21-24=163f752,6-24=1501743, VF( 6-25-8291435,19-25-A611454,19-26=395202,7-26-395R02, 19-27=45011205, `��%OP,QUW �i� `%% E iN S'• F••. 8-27=44111187, 17-28=14011547, 8.28=14011547,17-29=320f168, 9-29=aM/179, V i 1630=-158253, 930=158r253, 1631=T771J96,1131=-8=460,1532=Gr343, N O 68182 1132=0r343, 3-22--021290, 23.24=2631189,1232-367297 NOTES- 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=42psf, BGDL=3.0psf, h=15$ Cat. II; Exp C; End., GCp1i=6.18; MWF'RS (envelope); cantilever left and right exposed; end vertical left and r(ghl exposed; Lumber DOL=1.60 plate grip ' p ;• S OF �• 0, yL Q . Tmss designed for loads in me For to to the face), Standard Industry 'Ie�� '�� IQ N���� 3) wind plane of the bass only.. studs exposed wind (normal see End Details as e. orconsutt qualified building designer as perANSI/7P11. • R `♦ °�SS�o ere MT-20 plates unless otherwiseIndicated. NA' 2x4 MT2O uNGable 5) An plates se ,11 6) Gable studs spaced at 2-M an. Joaquin Velez PE Na68182 7) This truss has been designed for a 10.0 psf bottom chord five bad noncencmrent with any other five loads. MMk USA Inc. R. Carl 6634 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3FW tall by 2-0-0 wide 6904 Parke W Blvd, Tampa FL 33610 vall fit between the bottom chord and any other members. Dahr 9) Provide mechanical connection (by others) of truss to bearing plate capable ofwimstandmg 372 m uplift at joint 2, 6681b uplift at Fphn rare A 9nl A ' jomt I f, 238 a uplift at joint 15 and 232In uphh atjomt 13. - -- -- ' -'-- " ®waaxwo-vedry4al9n papmeK ap,aRBEno xoras oxTwsaxopmunmmrrx�ardctzvacemsrmR.. rommrseeraraause a�Y�sRnSui e�emle� tlnNa 2dng� tlesignv mustv4e�Na 6esMaNyupm pmamCasslXz•M1 eMkrmen mdmual Wid'zq mlpvz:nL not �• epptaWtiry of dasi V 1 OaeneMs a14 RORM mmP'xam Mh 4ssi� Yim 1M ovLvet 61u14xg4esign,&adrg 913Xam4bmperenl mXtda9 otiidaldul Wssxeb endo Nwd11v1dvsoeN, n4dwi�uldsr ryee4 thelenllzadng MTek' h eMays le4ufie4 axsmhlity alM m pre1e4m4aVsevdllpms01e pe1mnxliMvyen4 papery4ange, Forrlecrawl, Dal rep ndSMI . f ty tul,sWa9e.4edve1Y.elerJiM aM lxerA9ofbu.218M4Wssllst see ANSVA=1o1M ddte11; 0.5689aM atSIBWdIq Cmlpq,apt 69M Pa IL 396110 d Salary mbnnatmn eva4ada hail Tlvss Rule ms5lum.218Nlze SeeeL 5a�3t2.Akmi4Rl. VA 223N, Tmi�FL %file Job Truss Truss Type Oty Ply T13148503 40 1200 A 2CAR GR2 GABLE 1 1 Job Reference (opfionel Builders FlrstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Ina. Mon Feb 5 20:22:39 2018 Page 2 ID:75V7DnGc85aTgwUBsSnePTzgPeD-VmJScOCrL0OZtbgfwAZAUV2a0nWPw4DE4GBLzo4WE NOTES- 41) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniformioads (pit) Vert: 1-7=-54, 7-14=54, 2-13=20 Concentrated Loads (lb) Vert: 21=-20(B) 19=20(13) 3=-60(B)12---60(8) 50=-44(B) 51=-44(B) 52=-14(B) 53=-20(8) 54=20(13) 55=20(B) 56=20(121) 57=20(13) 58=20(B) 59=-20(B) 60=20(13) 61=20(B) 62=14(B) AwmmG•VeeydeN,,yrpvamNas and R£AD MOnSonn85axowavomwmcvEiB+awcavaeeuo-�mre.. rov 2a!311 xause. e ftoa sYsmm. B�eMe� te&A** d�s9nernnus�t�an �bdd6 parlwameten�aW� erty�aty arm4 tov ; bWdnadesiga. Ml lBteW85 d'o to pevwdlMe/Srg o}M1�vNnl basavwenllndrxd nenwesony. AdNEmeliemponryertl Penaaimtlxadng ek• feb ft .StNed ror StabLlVaMbWeaent ms�sevdbpes9�te µ+Saar u4Ny mid PraneMdmaa9e. Eaareral pubuixregardir9 Ve (atatyinn,sraage.deG,ery.emrJim entl taaeAgofbimoendNmsyscmz sae ANSvrPlt Ouapry CllbdW 0.5B89 end BCal9aadhp CanParm Taro Ae Edst6lvd. aarery laramwaon aragatle fmn Tuss Plate bMLde.21a N.lee 50eet gale 312, NemNda. va Z1314. Taiaa. FL 36610 Job Tmss Truss Type Cty F T73148506 40 1200 A 2CAR H1 Hip 1 1 Job Reference o 0onel Builders FlrstSource, Plant City, FL 33566 4.00 12 8.130 s Sep 15 2017 MTek Indusoles, Inc. Mon Feb 5 20:22:40 2018 6, = 2x4 ll 5x6 _4 17 5 18 e Scale o 1:58.6 3x8 = 14 13 12 11 10 3xa = 3x4 = 4x6 = 3x8 41 = 30 9LL 17-0-0 25." 34-0L flda I 8-0-0 I 8b0 _I Plate Offsets Y e :04-0Ed e LOADING (psf) SPACING. 2-" CSI. DEFL in (rod) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(L-) 0.39 12 >999 240 MT20 2441190 7CDL 7.0 Lumber DOL 125 BC 0.99 Vert(CT) -0.6212-14 -652 180 BCLL 0.0 Rep Stress Ina YES WB 0.96 Horz(CT) 0.16 8 rda nla BCDL 10.0 Code FBC2017rrP12014 Mab xSH Weight 155lo FT=20% LUMBER- BRACING - TOP CHORD 2a4 SP No2 'Except' TOP CHORD 45: ZA SP M 31 DOT CHORD BOT CHORD 2x4 SP No2 WEBS 20 SP No.3 REACTIONS. (tWstze) 2=1309103-e, 8=13091033 Max Harz 2=61(LC 12) Max Upfdt 2--648(LC 8). &=-648(LC 9) FORCES. (I)) - Max. CompJMaz. Ten. -AO faces 250 (m) or less except when shown. TOP CHORD 23=322rJ2305, 34=29382025, 45=35902533, 5b=35902533, 6-7=29381=Z5, 73=3226 2305 BOT CHORD 2-14=2104=17,12-14=17462742,10-12=17512742, 8-10--210913017 WEBS 3-14=2861378,4-14=-M90; 4-12=.67f11042, 5-12=493f500, 6.12-b7111042, 6-10=36 .7-10=2861378 Structuralwood sheathing directly applied or 2-10-6 oc pumns. Rigid ceding dnedy applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Ward ASCE 7-10; Vult=160mph (3aecond gust) Vasd=124mph; TCDL<4.2psf; BCOL=3.0psf; h=15it; Cat 11; Eito C, Enct., GCp".18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 24-13, Intedor(1) 2443 to 9-0-0. Fxtedor(2) 9-0-0 to 299-11. Interior(1) 299-11 to 35h0 zorre; cantilever left and right exposed ; and vertical left and right exposed;C-C for members avid forces 8 MWFRS for Motors; shmem; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This buss has been designed for a 10.0 psf bottom Mad live lead nonconcurrent with any other rive loads. 5) • This buss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3&D tail by 2-0-0wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of toss to bearing plate capable of withstarldng 648 In Uplift atjoint 2 and 648In uplift at joint B. ,,,,oPaU1N,VF fee .� �.• pENS'.�'., No 68182 9 S Al S1ONA% � (c? Joaquin Velez PE Na68182 MRek USA. lw- R. fed 6634 6904 Parts Eat Blvd. TampaR. 33610 Balm February 62018 Aaoux-vaavdeyynaa:aa ssafBrAo xorasoxnosnxaaauam4ure8aarea n,oe4w4nm. mo3rswsee x8euse M. aeysNm. B�chre�i¢e, dxh43g desiprermrstv8n 5mtl Wen verametes9re+a.eM hbml trarilualtaidrg mWarrad.oat M' W peaETb a design v�amatm Pawb k�P�e� 84s dasi� hb sn weee w4aindeegrx gra>tley.binpaggdl.�selMiviAm11na5,vs6mrNard,ald manta, «rn. P4�beiim�pax®,d pttmmvM1trsing MTek' is e.& LSWnd d*m,,.yendapand cotWf wMY�tbpamralyay�rch Paperydmaege. :a'9anaal ldDS0 9g B tlm raMluSm.amnge, aeivay.ema6matl haa5afeussezznMbr¢s sYaenn.see Ax30ffl,puaOryCdbrli lx5aE9 and aCSl au➢9n9Cmpawra iT.1ga. M do Fa tiafib Infermatbn e2iipb4an Thra Fhta wseLde,2fa N. Lee sweet sole 312. Aktadd0. VA 2A14. TaFL 3a61010 Job Tress Truss Type Dry Ply T13148505 40 1200 A 2CAR H2 Hip 1 1 Job Reference (optional) uumers rtrscseurce, Mant olry. I-L 33555 54 = .—r a4 II 6.13U s Sap I 2U17 5x6 = Inc. Men ten 0 ZU:22:41 Zulu 51-2 5-10-14 Seale-1:58.6 ar h = 16 15 14 13 12 11 10 3, 0 a4 II 3A = 41 = 3ze = 4x6 = 314 = a4 II 5-10-td I 11-00 17-0-0 I 2341.0 I 28-1-2 34-M I o- LOADING (Psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Ina YES Code FBC2017fTP12014 CSI. TC 0.65 BC 0.86 We 0.34 MabbcSH OEFL in Poo) Vdee L/d Vert(LL) 0.34 13 >999 240 Vert(CT) -0.5413-15 >746 180 Hmz(CT) 0.16 8 We We PLATES GRIP MT20 2441190 Weight 1621b FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing direcoy applied or 2-85 oc purlms. BOT CHORD 2M SP No2 BOT CHORD Rigid ceiling dbecty applied or 4-0-13 oc brachg. WEBS 2x4 SP No.3 REACTIONS. (fbfsize) 2=1309M-", 8=13091033 Max HD¢ 2=73(LC 12) Max Uplift 2=-640(LC 8). 8=-640(LC 9) FORCES. (lb) -Max. CompJMax. Ten. -A0 forces 250 (Ito) or less amptwhen shovm. TOP CHORD 23=325312236, 34=2698fl906, 45=28TM092, 5a=-28922092, 6-7=2698/1906, 7-8=32532236 BOT CHORD 2-16=203613028, 15-16=203613028, 13-15=15962502, 11-13=159925g2, - 10-11=204013028, 8-10=204013028 WEBS 3-15=5611468, 4-15=15M72, 4-13=3571599, 5-13-36M76, 6-13--357/599, 6-11=152f372, 7-11=5611468 - NOTES- 1) Unbalanced toot five loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph Vasd=124mph; TCOL=42pst,, BCDL�3.13W. h=151k Gat 11; Exp C; End. 1111111 J, (3second gust) GCpt,.18; MWFRS (envelope) and C-C F_xtedor(2) -1-M to 24-13, Intenor(1) 24-13 to 11-". Exterior(2) 11-0-0.to 28-1-2. Vc �, ♦♦I hhteriot(i) 28-1-210 35-0d zone; ranhlever left and right elghosed ; end vertical left and right elglxxd;C� for members and fames 8 `%� OPQvIN � \ G E N S •, ♦♦♦ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 V Fes•. 3) PmMe adequate drainage to prevent water pending. i No 68182 4) This truss has been designed for a 10.0 psf bottom chord We load mmooncument with any other Eve leads. 5) • This tnrss has been designed for alive 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) Pmlride mechanical connection (by others) of buss to bearing plate capable of wobstendog 640 to uplift atjoint 2 and 640 to uplift at joint 6. :S) OF :♦♦�,p�S O R `� ♦''�.S��NA�LE.�`. Joaquin Velez PE Na68182 MBek USk IIm FL OM6634 6904 Parke East BM. Tampa FL 3=0 Date: February 6,2018 O WARMMO. V.* desrgnparmhelva end M DNOTES ONIdes Me DIRUDID 4Dr&(w8£neMY: PAGEa6 Mhea. 1WX2&15 BF3LRH USE Desionva5d bvse Ody vwh 6LTelfup[nrNGdahi lNsdesgnhpased aNyppPammahas sh°m,mg60epin6vidral0h4QTy mhgore not �, a enss syskm. Before O 4m buldng da,Ow mint v" the plan aM pBosbWH of dmiyn pP O" late Sas ddsgn into 4m overact ,'uM mMtoV °`f d°naao MTek- laata'INA&Mdem sto t pe mot pWUb 6 Iaondp fatrim5m,slmaea.daGvaY. ehec6m eMEhaaq°f6ususend busssystohra, sae ANSVIR1 oua6ry erred; Dsea9 and et61 Bu0dlhq �uapanant 630a Pmrn E4stBIV4 Sabrylnfumatlan evaaa5b M1am Teas PIaR hnSfAda, 21a N Ise SheN.5u4e 317.AkTmdd0. VA af14. Tampa FL 36610 Jab Truss Truss Type Oty Ply T1314 A6506 40_1200_2CAR H3 Hip 1 1 LbReference(oDbonall Builders FlrstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Feb 5 20:2242 2018 Page 1 .p.p ID:75V7DnGc85aTgwUBsSnePTzgPeD-vL7aE2E)emSk2tEB16t68HWMEnZvnpXvBJwlgza4WB +1 6.10-ta 13-0-0 21-0-0 z7-1.2 I 3a-0-0 -0-0 6.10-14 8-1-2 8-0-0 8-1-2 &10.74 SWa=1:58.6 5x6 — 5x6 = nor r 4 17 18 5 d 3x8 __ 14 13 ._ 11 ._ 9 3.8 _ a4 II 30 =� 4 — us = 2X4 II axe = LOADING (pst) TCLL 20.0 SCDL TO BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 125 Lumber COL 125 .Rep Stress Incr YES Code FBC2017/TP12014 CSL TC 0.77 BC 0.93 WB U-55 MabizSH DEFL Vert(LL) Vert(CT) Horz(CT) in (roc) Well Ud 028 11-13 >999 240 -0.56 11-13 s729 180 0.15 7 Na Na PLATES GRIP MT20 2441190 Weight 156Ib FT=20% J-UMBER- BRACING - TOP CHORD 2x4 SP No.2'Except• TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purists. 45:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied w2-2-0 oc bracing. BOT CHORD 2x4 SP No2 WEBS 1 Row at midpt 4-11 WEBS 2x4 SP No.3 REACTIONS. (INstze) 2=1309M3-8, 7=1309103-8 Max Hom 2=85(LC 12) Max Uplift 2- 630(LC 8), 7=-630(LC 9) FORCES. (lb) - Max CompJMax. Ten. -AII forces 250 (Ib) or less exceplwhen shown. TOP CHORD 2-3= 720112149, 3-4=2W811762, 45---231511736, 58=450911762, 6-7=320012149 BOT CHORD 2-14=19432974,13-14=19432974,11-13=143fi2314, 9-11=19482974, 7-9=194872974 WEBS 3-13=702(539, 4-13=1531477, 541=1571477, 6-11=701/5-,i8 NOTES- 1) Unbalanced root rive loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=42pst BCDL=3.Opsf, h=15(k Cat II; Exp C; End., to 1Wrces 11111Ip zone.,; n vertical left and Hight expo ee GCW memb rs annd 35�ns Lle a60 Intl WFRs fwMre1 to ho um� OE rda9� 11.60 %J,QP'Qin,E drainage to �.� SF•'••• 10 3)Provide adequate prevent water Pandang. �� 4) Ttds truss has been designed fora 10.0 psf bottom chord five load noncenamentwith any other five loads. % i No 68182 •; 5) • This truss has been designed for a live bad of 20.Opsf on Me bottom droN in all areas where a rectangle 3-60 tall by 2-0-0 wide fit between the bottom * will chord and any other members. 6) Provide mechanical connection (by others) of buss to beading plate capable of withstanding 6301b uplift atjoint 2 and 630 In upfift at ; �_ = joint 7. = -O ' , S OF • 41Z ,O�tc 4 10 P r `�%% R 'ONA1 �?Ca`. Joaquin Velez PE Na68182 M1Tek USk Iw- FL Cut 6W 6904 Parlor East Bhrd-Tampa Ill. 33610 Dale: February6,2018 AWARIfetG-Vnaydeslgn Waaeters And READ NOTRON TGSANDpponp ra p RETF ar]iis PAGEYA7Q3 a•-.mc-gp5HEPDt USE Oesignva6a rouse nrx7wW tATerAannxbaTtia desgnb6esed W7upnnpaara'efsstoxn,eMbfaun hidvlduel bui4bg wipaent rxA �• e �usssys2m Before use, Ne Wi4trg designamatva4y 4eiUlaf daYyr paanNasaW PeD4MVxapaeta mbaesmr bb Ne overaz ewahe aesl�, IYav9lMiwtedbro Pewnedx#vgoltrR40,e1 ErmuM eMfadgN rna�Aesady. Aamcmdlnnpaer7 erd DeraenesrtbradrN IVIIIek- beMaysnquYeebrsletiiHaMlnPresenlm9apssauahPmvlraPersmalWa7eMPapNYdaia9A. Far9verel GNilmm ngmd'vgtle rebrl®Em,slne9e, de8vey,em•Sari axl Oredrd AlQusxz eM buss sysbrns.see AMSV1Rl GnenO/1+lada, a59-®end BCGl Buliabp taigxxpnt 69a4 page Emst Bhd affietV lnbrmazbn ermlede Gan Tessa Pole trrsoD4e,214 N Is:e50eaL5uae ]tZAlemi4dS VA Z2314. Tema R ]6610 Job Truss Truss Type Oy T13148507 40 1200 A 2CAR H4 Hip 1 [ly 1 �JobRafervnw (optional) Builders Fimt8ource, Plant City, FL 33566 7-1.2 4-M 4.00 12 5x6 - 5, = 5 6 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Feb 5 20:22:43 2a19 Scale - 1:69.6 16 15 13 " 11 3x9 _ h4 II 3x4 =3i6 — 3x4 = 4x6 — 2x4 II 3z8 — LOADING (pso TCLL 20.0 -TCDL TO BCLL 0.0 • BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 125 LumberDOL 125 Rep Stress Ina YES Code FBC2017rrPI2014 051. TC 0.93 BC 0.99 We 0.31 MatrbrSH DEFL Vert(LL) Vert(CT) HOrz(CT) in (hoc) tdefl Ud -0.44 11-13 >920 240 -0.6711-13 >599 180 0.16 9 Na Na PLATES GRIP MT20 2441190 Weight 153 to FT = 20% J-UMBER- BRACING- TOPCHORD 20 SP No2'Except' TOPCHORD Structural wood sheathing directly applied. 54: 2x6 SP No-2 BOT CHORD Rigid mTmg directly app0ed a2-2-0 co bmdng, Except BOT CHORD 2x4 SP No2 5.2-2 oc bracing: 13-15. WEBS 2z4 SP No.3 WEBS 1Row at midpt 3-15,8-13 REACTIONS. (Ibls¢e) 2=1309I03A, 9=130910341 Max H= 2-6(LC 12) Max Uplift2--618(LC 8), 9=-618(LC 9) FORCES. (lb)-Max.CompJMax.Ten.-AOforces250(m)ortessezceptwhenshavm. TOP CHORD 23-31542069, 34=-228811599, 5b=209611564, 6A=228811599, &9=315412069 BOT CHORD 2-16=18592926,15-16=18592926, 13-15=123712096, 11-13=18662926, 9-11=18661M(i WEBS 3-16=1326, 3-15=9WA68, 5-15=2051440, &13=2051440, &13=9WJM, 8-11=01326 NOTFS- 1) Unbalanced roof five loads he" been considered far this design 2) Wind: ASCE 7-10; Vult=160mph (3-s eeond gust) Vasd=124mph; TCDL=42psU BCDL=3.OpsF, h=1511; Cat. 11; Exp C; End., GCpi=O.18; MWFRS C-C Extenw(2)-1 "to 24-13, Intelior(1) 2-4-13 to 15-0-0, Exterior(2)15-M to 1S-0-0,�7�I `11111111//// (envelope) and for forces membeand Interior(1) 239ha -11 to 35"zone; nblever left and right exposed ; and vertical left and right elipmembers, osed;C-C `%� OP,Q & MWFRS for reactions showm; Lumber DOL=1.60 plate grip DOL=1.60 drainage `�� ) : '� G E N @ "• i Is, tli 3) Provide adequate to prevent water ponng. ` V .. 0 4) This truss has been designed for a 10.0 psf bottom chord We load nonconcorrentwith any other live loads. NO 68182 5)- This truss has been designed for a We bad of 20.Opsfon the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 6t between the bottom BCDL=10.Opsf. • * will chord and any other members, with 6) Provide mechanical connection (by otrea) of truss bobearing plate capable 0Twhthstanding 6181b upfift atjoint 2 arch 618 b lip5ft at ; — joint9. C ST OF . o Joaquin Velez PE No.68182 MR* USA Irc R. Carl 6634 6904 Padre East Blvd. Tampa R.33610 February 6,2018 AWARNDID.Vedlj dei¢h�pv+metbs®ERERD IrO]ESONirQSANDDICLUDEDEarEI(R88tElIrF PAGE6174r]rt .tD9YM/686LRE USE B=SIPI Vd6Jr0l V504A/wOh FLTtl�emneeArs7b'sdcsgibhau4 myVponlx+remtlers SbVMR®Id IY rNe11t1dtYBU�blyd'CB DIIpV91t IOt ��• o truss system, Brlveuse,Dmbul4iq desynermaiver4y8ea�yo/destP D=a�^•�9 ®'d PWaM a�P�em Dd+de=iTh Fb C90M9i ba0d'mD4csigA m4m9tumam4bto lxaveul•+Bam9elYVFlod bus, vmb mdfardmdmmitmsoM7. AAdemailenpmeryerd pmn�enlhxau6 MTek' h atvays m4�4m4brstabDy aMbPe•mdsvLx�sav9hP�ra ls�sArm114QwyeM ProOeMSUIT411 Farworth lU 1lGa mpand8=1 fodkaEwt stmeba.4eWey, sown tied Haugofhim111 KLe msysWm.see d1u.VAIltluamy Cdlad; a5699 andaRlBu04aq Cm�wwm 8awgP M rAt9154 5afey NbrmaUm avadabb loom Tnbs Plate �.218 R lAa Sbeelaxt4 ]12. /JexeM�®. VA 27314. Tenma. FL 366f0 Jab Truss Truss Type Cry Ply T73148508 0_l2OQ-k2CAR HJ1 Diagonal Hip Girder 2 1 Job Reference o Honal Builders FlrstSaurce, Plant City, FL 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Man Fab 5 20:22:44 2018 Page 1 ID:75V7DnGc85aTgwUBsSnePTz4PeD-rk6LfkF AYls M1cIj9L132Mvd1 UENnspNVo1p2zo4W9 -1-5-0 513-15 7-0.14 9-10-1 1SD 513-15 1A-15 1 2-93 NAILED NAILED NAILED NAILED Scale-1:21.2 LOADING (PSI) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress In" NO Code FBC2017fTP12014 CSI. TC 0.53 BC 0.88 WB 0.19 MabbrSH DEFL. in Vert LL) -0.06 Vert(CT) -0.12 Horz(CT) 0.01 (loc) yde0 Ltd 2-7 >999 240 2-7 >980 180 5 IJa nla PLATES GRIP MT20 2441190 Weight 38lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 5.8-1 oc puctns. BOTCHORD 2x4 SP No2 BOTCHORD Rigid carTmg directly applied or 8-6-0oc bracing. WEBS 2x4 SP No.3 +7 REACTIONS. (INsize) 4=181Mechaniml, 2=43710-0-9, 5=4161Mechaniral Max Horz 2=137(LC 22) Max UprLR 4=29(LC 22), 2=316(LC 4), 5=235(LC B) Max Gmv 4=25(LC 18), 2=337(LC 1). 5�416(LC 1) FORCES. (Ib) - Max. CompJMaz. Ten. -Aft forces 250 (lb) or less except when shw . TOPCHORD 23=751f346 BOT CHORD 2-7=4031686, 6-7=-0031686 WEBS 3-7= 911465, 31"111535 NOTES• 1) V hnd: ASCE 7.10; Vuit=160mph (3second gust) Vasd=124mph; TCDL=4.2psY, BCOU-3.Opst, h=151k Cat 11; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconwrtent with any other flue loads. 3) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0O far by 241-0 wide `111111111111 ,�% �/� Qu I N VF<f�j well fit between the bottom chord and any other members. `�� ••..... �p <c . % ♦i♦ 4) Refer to for tress to bass C E N S'• girders) connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 291b uplift atjoell4, 316 To uplift at joint i NO 68182 2 and 235 b uplift at joint 5. 6)'1AILED* indicates 3-1 Od (0.148Sr3•) or 2-12d (0.1485x325) tee-nalts per NOS guidlines. * ; •; 7) In the LOAD CASE(S) section, bads applied to the face of the bass are noted as front (F) or back g3)_ LOAD CASE(S) Standard F �• $pn' 1) Dead+ Roof Live (batanced): Lumber Increase=125, Plate Increase=125 (14 Uniform Loads 1-4 sa. 2x-zo ♦'♦♦�cC • �.F � p'`�����• ConcentrVert ated LoadsF=46. , ♦�'O 8=46) 7=39(F=20, B=20) 9�5(F=27. B=2T) N A' • Joaquin Velez PE Na68182 MITek USA. Inc. FL Cad 6634 69M Parka East Blvd. Tampa 111.33610 Data: February 6,2018 QWAWaNG.V.WdNgnpa2mNets and READ NOTES ON Ines Me NMaa®40r1R( m ENCE PAGE TM T. 1oD.V1015 BEFORE USE. Design vasd fAruxe aNywT 6LTd0mmecmralM desgn bbaed AMlwm Daramclers sheen.mMistmw MNidld hr>degmmuia4 not a nassysmaL Belle es40robr+L6 deYgnsnvetvedry Nee '�ordas191 pNanOMeaIMPandY Mxyata edsdesig,nbtleeaeni bft%1 d�p. Mad`" opwm wAAPa P I'a�Pay PW re 0°"'� '°ram' M1Te1( taMratbn, storege,dNiwry,mesbm mdlaaF+0 ot0imesoNbmsY�Aassea AN�lwa@yCMwL% SB89and BC51Bu0b90onmmer0 690C Pwka Essl Bhd. Ba Atormatbn avaAade earn Tim PI#a nseLxe, 218N Lee Street SVAa]I2.AkmM61 VA22]1A. Tempe. FL 36610 Job Truss Truss Type Gly Ply T73148509 40 1200 A 2CAR 11J2 Diagonal Hip Girder 2 1 orb eferenca (optional Builders FlrstSoures, Plant City, FL 33566 5-9-3 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Feb 5 20:22.45 2016 Scale-1:13.9 LOADING (psf) SPACING- 2-0-0 CSL DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 VerqLL) -0.06 2-0 -999 240 MT20 2441191) 4CDL 7.0 Lumber DOL 125 HC 0.34 Vert(CI) -0.08 24 -791 180 SCLL 0.0 Rep Stress Ina NO We 0.00 HorgCT) -0.00 3 nia nia BCDL 10.0 Code FBC2017fTP12014 Mabw-P Weight 20th FT=20% -.UMBER. BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing duedty applied or 5-941 on purens. GOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceSmg directly applied or 1041-0 on brdchV- REACTIONS. Qbls¢e) 3=136IMechmice1,2=261A)4-9,4=431Mechmcal Max Ho¢ 2=90(LC 4) Max Uplift 3=116(LC 8), 2=229(LC 4) Max Grav, 3=136(LC 1), 2--261(LC 1), 4--98(LC 3) FORCES. (Ib)-Max. CompJMa Ten. - A0 forces 250 Db) w less exceplwhen shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42pst; BCDL=3.W, h=15f ; CaL 11; Fxp C; Fsrl, GCp1=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber D01-=1.60 plate grip DOL=1.s0 2) This truss has been designed for a 1OD par bottom chord live Iced rronconamenlwith any other We loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas while a rectangle 3-60 tag by 2-0-0 wide will fit behveen the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. Provide mechanical connectionof to bearing tarW tts m uplift at joint 3 and 2291b up1i8 at 11/ litil l5) plate V'I'�'�� e-natils per NOS quidimes. 6) TIARED'trldicetes 3-tOd D 140Y or 2'12dtr(0 148k325') tok ,�,OPQG E N 7) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front IF) or back (B).% LOAD CASE(S) Standard No 68182 1) Dead+ Roof Live (balanced): Lumber Inaease=125, Plate Inaeacz=125 Uniform Loads (pig Vert 13=-54, 2-4=20 -D ; Concentrated Loads (Ib) Vert 655(F=27, B=27) ' O F :1 S8ONA11 0,%�`�, • Joaquin Velez PE No.68182 MITek USA. Inc. R. Cert 6634 6904 Parke Eag Blvd. Tampa FL33610 Dots February 6,2018 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " n olnt unless x, 14 offsets Center alate ore indicated. y 664-8 _ dimensions shown In fi-In-sixteenths (Drawings not toscale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. I I Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal orx-bracing, is always required. See SCSI. n as Caa 2. Truss bracing must be designed by an engineer. For 0'116 WEBS Cy 4 wide truss spacing, Individual lateral braces themselves mayrequlre bracing, or alternative Tor K r- O �'�, bracing should be considered. O Ustack 3. Never exceed the design loading shown and never Inadequately braced trusses. materials on It. H 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate designer, erection supervisor, property owner and Plates 0- "14' from outside BOTTOM CHORDS all other Interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. • S. Place plates on each fees of Wes at each This symbol Indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE Joint and embed fully. Knots and wane atJoint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIRPI 1. connector plates. THE LEFT' 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the emilronmenl In accord with ANSIITPI 1. ' Plate location details available In MITek 20120 software or upon request. NUMBERSILETTERS. 9. Unless otherwise noted, moisture content of lumber shell not exceed 1 s% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless a mealy noted. this design Is not applicable for % ICC-ES Reports: use with retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber Is a non-structural consideration and Is the width measured perpendicular 4 x 4 ESR-1311,ESR-1352,ESR1988 responslblllryaftrussfabricator.GeneralproelleeIsto to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead load deffection, the length parallel to slots. 11. Plate type, sirs, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or b text in the bracing section of the Y 9 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. spall respects, equal to or better than that specified, 13. Top chords must be sheathed or pudins provided at output. Use T or 1 bracing spacing Indicated on design. Y if indicated. Lumber design values are in accordance with ANSIITPI 1 section 6.3 These truss designs rely on lumber values g y 14. Bosom chords require lateral bracing at 10 h. spacing, BEARING established by others. or less, Ifno calling is installed, unless otherwise noted. 15. Connections not shown ere the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MITek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. -_ ® 16. Use afgreen or treated lumber may pose unacceptable environmental, health or pedennanco risks. Consult with Industry Standards: W1 project engineer before use. ANSI/TPI I: National Design Specification for Metal 19. Review all portions of this design (front, beck, words Plate Connected Wood Truss Construction. and pictures) before use. Revlewing pictures alone DSB-89: Design Standard for Bracing. ® Is not sufficient. BCSI: Building Component Safety Information, M iTe k 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Duality Criteria. Installing & Bracing of Metal Plate - - " Combded Wood Trusses. MITek Engineedng Reference Sheet: MII-7473 rev. 10/03/2016 r' MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING 300 Brookside Avenue, Building 4, Ambler, PA 19002 - p 215-646-8001 - mulhemkulp.com March 7, 2019 Karen D'Onofido WADE JURNEY HOMES 3198 Aerial Way Brooksville, FL 34604 Florida Division 1202 Model — Elevation A— Up to 160 MPH Exp. C BFS ROOFTRUSS SHOP DRAWING REVIEW M+K Projed #: 195-19004 WJH Projed #: 022LWPO04 — 8104 Santa Clara Blvd. Reference Roof Truss Shop Drawings prepared byBuilders FirstSource, lnc., dated. Feb. 6, 2018. Mrs. D'Onofrio: -Pursuant to your 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. Please feel free to call if you have any questions. Respectfully, MULHERN & KULP STRUCTURAL ENGINEERING, INC. James G Friling, P.E. Principal/Director of Operations P•IOientFiles1195-WadelumeyHomes12019119004- Lakewood ParkCommundyl022LWP004-1202ALHISubmitta1s12019-03-07-shudsubmitta42019-03- / 07- 1202Model - Elev. A- FL NTShop Dewing Ietter.dou ARROW ON THE TRUSS REPRESENTS ITS LEFT END Hl- 11 - �1.1 .I 1I . . . �I • �I_ 111 11 I1 .. _. _... PAW • 1: 11 1: 11 1 1: 11 pBuM.us FirstSource 1602 INDUSTRIAL. PARK OR PLANT CITY FL Phone: (813) 759-5922 Fax: (813) 752-1532 NtpYlwww.bldr.com - PerANSLrrPI 1-2007 all • Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Dimensions are Feet Inches Sixteenths. - Trusses are to be 24' o.c. unless noted otherwise (U.N.O.) -Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FrstSourco. - Immediately contact Builders FlrstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufactumes specifications for all hanger connections U.N.O. - Use 10d x 1 1/2' Nails In hanger connections to single ply mof 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 to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions ENCLOSED BUILDING (COND. 1)(CAT. II) 160 MPH EXPOSURE C TCLL: 20 PSF TCDL: 7 PSF BCLL: 10 PSF "Non -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 ]urney Homes 40 - 1200 Elevation A Lot Swing Left 2 Car Garage BY st. Lu a 000W