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RE: 1612_Grp2_A - Site Information: Customer Info: Wade Jurney Homes Lot/Block: Address: N/A City: N/A Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. ST. Lucie County, Permltting Project Name: 1612_Grp2_A Model: 1612 Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: 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 I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. ISeal# Truss Name I Date No. Seal# Truss Name Date 1 IT16319872 IA1 2121/19 118 T16319889 H5 2121/19 I2 IT16319873 IA2 2/21/19 119 T16319890 HJ1 2121/19 3 T16319874 A3 2121/19 20 T16319891 HJ2 2121/19 4 T16319875 CJ1 2/21/19 121 T16319892 T1 2121/19 5 IT16319876 I CJ3 2121/19 122 T16319893 T2 2121/19 6 T16319877 CJ5 2/21119 7 T16319878 EJ3 2/21/19 8 IT16319879 1 EJ5 2/21119 9 IT16319880 I ER 2/21119 10 T16319881 ERA 2/21/19 11 T16319882 GE1 12121119 12 T16319883 GR1 2/21/19 I13 T16319884 GR2 12/21/19 14 T16319885 H1 2/21/19 15 T16319886 H2 2/21/19 16 T16319887 H3 2/21/19 17 T16319888 H4 2/21/19 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 truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSINPI 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. 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 properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. February 21,2019 Velez, Joaquin 1 of I Job TM Tnuss Type Oty Ply T16319872 1612 Grp2_A Al Common 8 1 Job Reference o clonal Bulidem FIMSourea, Plant City, FL 33566 �7 5.6 = 4.00 12 8.220 s Nov 162018 MTek Industries, Inc. Thu Feb 2105:57;30 2019 Page 1 3x4 = 4x6 = 3x8 = 416 = 3x4 = 9-&14 18-10-0 27.10-2 37-M 9-9-14 9-0-2 9A2 ga-1e Scale: w1tr=l' Plate Offsets MY)— 12:0-0S,Edeel. f10:0-M,Edoe1 LOADING (test) SPACING- '2-M Cat. DEFL. in (loc) Odell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(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 lncr YES WB 0.84 Horz(CT) 0.17 10 Na n/a BCOL 10.0 Code FBC2017fTP12014 MatdxSH Weight 174lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPN0.1'ExcepY 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/sae) 2=1444/0-", 10=1444/0-4-0 Max Harz 2=-120(LC 17) Max Uplift 2=-664(LC 8), 10=-664(LC 9) BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0oc puffins. BOTCHORD Rigid ceiling directly applied or 4-2-5 oc bracing. „FORCES. (lb) -Max. CompJMax.Ten.-Allfolces 250(lb) orless exceptwhen shown. TOP CHORD 2-3--3M/2301, 3-5=-3219/2069, "E 2239/1563, 6-7-2239/1563, 7-9=-3219/2069, 9-10=354512301 BOTCHORD 2-16=-2057/3313, 14-16=-1625/2706, 12-14=1642/2706, 10-12=-2041/3313 WEBS 6-14=-647/1080, 7-14--794/644,.7-12-243t566, 9.12=388/425, 5-14=-794/644, 5-16=.2431566, 3-16=3881425 NOTES- 1) Unbalanced met live loads have been considered forthis design. 2) Wind: ASCE 7.10; Vul1=160mph (3-second gust) Vasd=124mph; TCOL=4.2psF BCDL=3.Opsf, h=15ft; Cat. II; Fxp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-M to 5-", Irdedor(1) 5-0-0to 18-10-0, Extedor(2) 18-10-0to 24-10-1, Interior(1) 24-10-1 to 38-M zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and fames 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumentwith any other live loads., 4) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 241-0 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 It, uplift atjolm(s) except (it -lb) 2=664, 10=664. No 68182 �'. S OF :�1LZ 4,fR It Joaquin VelazPE NoJSM82 MITek USA: Inc. FL Cart 6634 February 21,2019 ®wwgn vdd fbru Nydaalgn MTe$,&M noccm. DNo7ESON rN15 onlyN npa Otm shown. and Is raoo,M 747a nr. Mcomponent o o eEPoRE USE a Wwvoidbruamme,lmebuTl®cvnnecb mtdmgneto basedoilyuponparametersahmwendbfdyawdmteladligninbrsonot abusssyelen Befne i thebuilaWdesi ckbgtndMepperabilityefmNwparametersendply. Addnmrpomm NIa tlesMInk Voa xoc ll bWW'ug design. BrecNg iMkakdlekprova6 buckMgolind'Mdual busy web endlor dread mambas any. Addipmal t!d.m nendperma,md brewing iTek' 6 abva}5 renuvetl Iprslabllit, rooto and brmllapsau peeelhlapmenial . entl property damage. Forgenerd 9uitlaue regertlirp the fabroaton, slorage, delivery, dlon end bndrq of husceaaM buss ayntvra,see ANSMW UueIlry Corona, MU9 aM SCS/ SuMng Cmrymenf 6e84 PerkeE®tehd. Sakryrnkrnaf avail�blefrom Tw MaWimtiWk,218N.Lee Streetsuite3la A=mdra,VA22314. Tamps FL 36610 Job cuss Truss Type Oty Pry T78319873 1612 Grpi_A A2 Common 1 TJbRa7f,,(,PbonaI) Builders FirstSource. Plant City, FL 33566 8.220 a Nov 16 2018 MTek Indusvies, Inc. Thu Feb 21 05:57:31 2019 Page 1 ID:LmU3hl26CIdFghSPwbiy2408w-BagJjP9mckNFULeLFITSNbmTOuER4sOVtluO47hl 288 5-1-0 6-1-0 I 243-8 2b8 Er-E 4.W 12 2x4 = 2x4 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Ved(LL) -0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 5 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.04 Horc(CT) 0.00 3 n/a n1a BCDL 10.0 Code FBC2017rrP12014 Matdx-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=16910-5-0, 3=244/03-0 Max Horz 1=-33(LC 9) Max Uplift 1=72(LC 8). 3=157(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2621264, 23=262/272 Scala=1:11.5 Ib PLATES GRIP MT20 2441190 Weight 18lb FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 5-1-0oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" cc bracing, NOTES- 1) Unbalanced roof live loads have been considered far this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and G-C Extedor(2) zone; cantilever left and night exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 atjoint(s)1 except at -lb) 3=157. J:4....... GENSF:�,'. No 68182 ramps R.33610 February 21,2019 AWARNINO•VMyWslgn parermfra andWAD NO7E3 ONTNISAND RlIX.UOEO4alEK REFERENCE PAGE W47473m tab m,58EFOREU3E Design valid hr use only with IW "mmeabn. This design is based oNYupon paremeam shown. ana Is for an IMINdurd buffabg mmpomnt as a trues system. Before sae the bWBhg designermwAvedfy the applicability ordeal, parameters and pmpedyhmrpoate his design Into theoverell ■ bWNingdeeln. BmchglMimtedW bpreventbucWi,garhdMduelbuss web andlar chaN members only. Additlonaltempoary.sx,xamanantism.m, WOW m eMaya re4ulred(or etabNyenab prevent m0apaevntl, possible personal iryurymdpmperry tlamege. FargeneMguNa,ceregarcIgme fabdreuon. ft,r� , deWery erectionwdbmdMoftr saMbueesystem,se ANSU7PIt Gueltry CriroNe, OSBA9end BCSIBaBtling Compwront SafaylNmmaflaaavailable from Truss PlatebatRuN, 218 N. Lee Street Suite 312, Xl Aa, VA 22314. 8906 Parke East BNtl. Tempe FL36at0 Job Truss Truss Type Gty Ply T16319874 1612 GrpP A A3 Common 1 1 Job Reference o Boreal ouilaef "al c.mw, ream wy, r,...aa AM F19 2 Ax8 = s Plus to La m no ex inausmes, roc. mu re. el aa:01:422U19 Pagel 9r4 = as = Scale =1:10.2 I� LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) IIdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.04 HOrz(CT) 0.00 3 Na Na BCDL 10.0 Code FBC2017rrP12014 MatdK-P Weight 16 It, FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid calling directly applied or 10-M no bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/s¢e) 1=17110-4-0, 3=171/0-5-0 Max Horz 1=16(LO 13) Max Uplift 1=72(LC 8), 3=-73(LC 9) FORCES. (Ib)-Max. CompMax.Ten. - All farces 250(I11) or less except when shown. TOPCHORD 1-2=261/284, 2-3=-260/283 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilevar left and right exposed; end vertical left and fight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumerit with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-U 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 Ib uplift atjoint(s)1, 3. OPQUIN aVF4"i GENsF�? No 68182 *: ;* :O: �T OF �' •..OR IOP N "�4S/ONA4..' %. Tampa R.33610 February 21,2019 ,&WARNING-VWy M>Ignparmnten andREAD NODES ON INISMIDINCLUDED IerEKRSPERENCEPAOE' AIIpTM . 1402701e BFfOREUSE siones Dwgn valid car use only Win l9Tel0mnnecbn.Thu&xga la awed only upon parameters shown, and Is for an indrvMual Noolrg mmpanelt nor �• e buss system. Beare we, the bulltlNp tlwgnermwtvedy to appgrspWlyafdesiggn ,ara mien and prop rly lnmrxicife drb design lido Neavenll bu0tlirg tlwgn. BracingiMlce[ed ismpiwait butlrAig of NtlMtluel truss web anNartlmnl membemoidy. Additlpnal tempamry elM pemreneM brecug MiTek' b always required foratabilly and m prevent r4gepsew9lh powibio penonsl injuryand property damage. For ganerel gukenca regeNirq the labdcetlon,etprege, deWeerryy ereafbn �ntlbredng ofauawseM buss sy.tema. ace ANSWPri OuoBy CdIWr DS"9.nd BC18.11&WComponent Two 6914 Parke East Blvd. SodeValonnadon evaaebte PletelnstWtg21BN.L� Street Sude312.Nl dda,VA22314. Temp., FL 36610 Job Truss Truss Type Oty Ply T16319875 1612 Gry2_A CAComer Jack 8 1 dab Reference loo6onall twnaels mrstsource, pant ury, bL Jacbe 8.220 s Nov 15 2018 Mi rek Industries, Inc. Thu Feb 21 05:57:33 2019 Page 1 ID:Lv U3hl26Cx1FghSPwbi)2.j08w-5 a474rO8Ld7a7VyTgVxXoh71 EgAiKC9rpMsyuzj7hG Scale -1:6.1 LOADING (psf) SPACING- 2-M CSI. DEFL. In floc) Vdeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 nla n1a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight 5lb FT=20% LUMBER- BRACING- TOPCHORD 2x4SPNo.2 TOPCHORD Structural wood sheathing directly applied or 1-0-0oc pudins. BOTCHORD 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 10-"ac bracing. REACTIONS. (Ito/size) 3=-4/Mechanical, 2=12110-3.0, 4=10/Mechanicel Max Horz 2=40(LC 8) Max Uplift 3=5(LC 13), 2-120(LC 8) Max Grav 3=17(LC 8), 2=121(LC 1). 4=19(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -Aft forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.OpsF h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exter or(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrentwith any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chart) in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except (jt=11b) 2=120. 1111 %% PpUIN eVFliyi No 68182 -13 S�F 4u: �0;$,,. on RR ID '�%p� Joaquin Veiei PENo.68182 MITek USA, Inc F. Cert 86M 6904 Parke East Bind. Tampa R.33610 Dale. - February 21,2019 AWMNINO-Va'Wdaal9npazmten aMNEAp NOTES ON Inds AND MCLUOED A K BEFENPMCE PAGE MA7473.. 16AV 5BFFORE USE wassas Dmlgm valid bruse c*Wth Wave wnnsetore. This desgn a based only upon pammdons afmrvm, and Is foram bdiddual biking cempenent, not �� a bumeysmm. Bafom use. ale building dmgner mualvaify me applicabiNyaf design yaram.t. and pm,cery Imoipomte this design Into dreoamall building daslgn. BrecNIndicated Is mpmvemtbucc gl:flndiAdalWmw w&w Mordmemb mly. Adailbnaltempomn am permanentbrecbg MiTek' is eNmya raemralraratablctyamampre.ent mvapaewnh pawbla pam,ul uglayend p,opeMeamaga. Forgmerel g.,wexereyamlrre ma febdcagom,storage, daINaaryry ereceon endbredrg of trumm erld tram eyateme,me ANSWPI10ue9ty Cnifd., M"9eM SWI BOWn, Compormal 6g04Pm1v EmtBW. Saralylml .flan amilable9am Tma WaminslW ,21e N.Lee Street Sulla312,Nxendm.VA22314. Tampa.R 36810 Job Truss Truss Type Qty Ply Ti6319078 1612_Grp2_A CJ3 Comer Jack 8 1 Job Reference (optional) Builders FilstSouroa, Plant City, FL 33566 8220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:57:33 2019 Page 1 ID:LwU3hl26CxfFghSPwbiy2408w5zx474108Ldza7VyTgVxXoh6%Ef3IKC9rpMsyuzl7hG -1 0-0 i-0-0 3-04 ' Scale =19A 3-" LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vde0 L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.13 Ved(LL) -0.00 24 >999 240 MT20 244/190 TCOL 7.0 LumberDOL 1.25 BC 0.09 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC201T/TPI2014 Matrix-P Weight: 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purling. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-"oc bracing. REACTIONS. (Ili/size) 3=62Mechanical, 2=179/0-4-0, 4=28/Mechanical Max Holz 2=72(LC 8) Max Uplift 3=58(LC 12). 2=132(LC 8) Max Grav 3=62(LC 1), 2=179(LC 1), 4=55(LC 3) FORCES. (Ib)-Max. Comp./Max. Ton. -All fo=s 250(Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Eldedor(2) zone; cantilever left and right exposed ; end vertical left and rightexposed;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 fora 10.0 psf bottom chord live load nonconcurrentwkh any other live loads. 3) - This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atJoint(s) 3 except (jt=1b) 2=132. CENg i. No 68182 3 S •4�Cc� R 1 P ,0 Padre East Blvd. Tampa R.33610 February 21,2019 �WARMNG•VwNy daalgnparanwMs atl READ NOTES OM MSANDINCLUDED A9rENRFFERENCEPAGE 7xff3m.lfLalRp1SBEFORE USE asseas Design vaMfor ueeonlyw0i Mnek@l conneclprs. This design Is baeetl only upon parameters ahw.m, and Is For an Individual building component not �■' etruse system. Before use, be buiWlig dealgna moat varlythe aPptlmbl0ryaf dealpn peametae end PrepeAYNcorporere tub dmpn Into theovaa8 ■ buildiq tlesgn. Brecirg lMimtedrsto prevent budf gaf Nd'Mdual bumwm endlordwN man,ben any. Addllbnal temporary end mmlenmt bacug MiTek' b ekraya requ6ad br ataElllyandbprevant mAapae vnN posvble penorcllNury and pmPerlY tlamage. Fmgeneal8eldercare9aNLg1he fabdmtlon, abrepe, doMery,erecdon endbrsdrg olbussav aM hues systems,see ANSVPIIQ.UyC H.,DSBA9.dBCSIB.MAgCgmponenf 8904parke EastBNd. SeleylnfarmNlon avatlable from Tress Plate Iniatute, 218 N. Lee Sheet Salte 312. Alexandra, VA 22314. Tampa, R 36610 Job Truss Typo 0ty Ry Pj5ss T1fi379877 1612_Grp4_A Comer Jack 6 1 Jab Reference (optional) ultualars FirstbanNe, Rant uty, EL SJbt1U 3x4 = 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Feb 21 05:57:34 2019 Pagc t ID:L"U3hl26CxfFghSPwbiy2zj08w-Z9VSL0sev6gC93910OA3?DBzeyFRnSJ4T6PULzj?hF Swle=1:12.7 Plate Offsets(X,Y)- 12:0-M.Edoej LOADING (psf) SPACING- 2-M CSI. DEFL. In (loc) Udell Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 2-0 >921 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(CT) -0.00 3 n1a Na BCDL 10.0 Code FBC20177TPI2014 Matrix-P Weight 171b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=1211Mechanical, 2=247/0-", 4=48/Mechanical Max Ham 2=105(LC 8) Max Uplift 3=-107(LC 12), 2-154(LC 8) Max Gmv 3=121(LC 1).2=247(LC 1), 4=95(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vull=l6omph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C far members and forces & MWFRS far reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed far a 10.0 psf bottom chord live load nonconcument with any other live bads. 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-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (It -lb) 3=107, 2=154. IN V `%``�� .GEN S * No 68182 it - OF IR V•_�C?�P� Tampa FL 33610 February 21,2019 ®WARMNO-VerBydsslgn pa' MWREAD N07ESONTHISANO RIaIBDEa WTEKREFERENCE PAGEAB47nirwt laDLSO15 BEFORE rrSE pesgn veld for meanlywiN MTek®nonnabm. Thb dmgn is based only aide momelem elwwn, and la foram incivdual build, coirmonamt not a mom system. Belpre me, ae building dmgnar moat verilytie apppcebiWcf design pammetem and praperlyinwrparate Mla design Inb tbeoverul _ bulldog design. amcing Indiwtetl le d prevent Wckll,g of ddNdual boas web soya dioN membma only. AdtlOonal temporary eM pmnanenibrxNg )Tek fa acaya rten d (drelabieyand b prevent w9apmvdN pdmiblepasdml Nlurymd Dmpedy tlarrege. Fdrgmmal guldmice regaNirg rue febdmtlon. amrage, deliveeryry ermEon and bmdM of busses and terms ayd,xo. me 11,1liMf Quality carve, OSB and SCSI Bullyng Component 6904 Parke Emt SM. Sman,labnorion mra lable free Tom Plate Inane , 218 N. 1ee Street, Salle 312, Almandfl , VA 22314. Tampa. FL 36a10 Job Truss Truss Type Oty Ply T16319878 i612 Grp2_A EJ3 Jack -Open 2 1 Job Reference o ficnal Builders FirstSource, Plant City, FL 33566 2x4 TM 8220 a Nov 16 2018 MITek Industries, Inc. Thu Feb 21 05:57:35 2019 Page 1 ID:LwU3hl26CxfFghSPwbiy2zj08w-1 L3gYmLHWpleLsSYPCDmQn2KPgEiSJ7al naj7hE Scale=1:12.9 LOADING (psf) SPACING- 2-M CSI. DEFL. in (kc) Ildell Ud PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.27 Vert(LL) 0.01 3-4 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.16 Vert(CT) -0.01 3.4 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.01 2 Na nla BCDL 10.0 Code FBC2017ITP12014 Mahbr-R Weight 101b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 WEBS 20 SP No.3 BOTCHORD REACTIONS. (Ib/size) 4=10310-0-0, 2=71/Mechanical; 3=32JMechaniwI Max Harz 4=57(LC 9) Max Uplift 4=31(LC 8), 2=64(LC 12), 3=-0(LC 12) Max Gmv 4=103(LC 1), 2=71(LC 1), 3=53(LC 3) FORCES. (lb) -Max. COmpJMax.Ten. -All tomes 250(to) or less except when shown Structural wood sheathing directly applied or 3-0-0 Oc puffins, except end verticals. Rigid ceiling directly applied Or 10-M cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=l60mph (3-second gust) Vasd=124mph; TCDL=4.2psF, BCDL=3.Opsi; h=15ft; Cat II; Exp G Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads, 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-04) wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4, 2, 3. P(QUIN fV�I Y.- j No 66182 • S�rtd OF TT % SS10NAIi- Jeaguln Velez PE 110.68182 MiTek USA, Ina R. Ced 6634 6904 Parke East Blvd. Tampa R.33610 Dale: February 21,2019 ®WARNING- NOTES ON IMSANDINCLUDEOW KREFERENCEPAG MIA7473rsv. IM1AYtols BFRIREUSE Doobn valid for use only AM Me®conneotore. ThN desgn h based only upon parameters s oo, and la for an bidlvldual bulldtig amponem not a busssystem. Before use. the building dwlpnor to.(v 5Meeppnkab,ryordookn Daremetora anti pmpaly lnm,ppmle this design Into theaserell ��Y■_ bulldm9design. Bmdng MGcated iabprevmtbudding or Mdivldud Waaweb endlmdwN membae only. Additlonalmmparery eiH parmaneN badnp MiTek haWe required Metebilitywdbprerentwlapw WtM evblapero iniu mdpmpaM1ydamage. Fargeneral guldanrq reaaNlrg Me hbrialton. etorpeg,, o,dativeerection and bracing of trusses end! trues a,oedmv,see ANSUIPII Duality aroerle, DSe 9 end Best Building Compoeoof SofeWInfametlon avaffable from Tma Plate Ingrate. 218 N. Lee Sbeet SuIR 312, Alexandria, VA 22a14. 6904Parka Eastew. Tampa, FL M10 Job Truss Truss Type Oty PIy T76319879 1612_Gg12 A E15 JACK -OPEN 5 1 Jab Reference (optional) Builders FrstSource, Plant City, FL 33566 3x4 = 8.220 s Nov 16 2018 k4Tek Industries, Inc. Thu Feb 21 05:57:36 2019 Page 1 ID:LmU3hl26CxfFghSPwbiy2z]08w-WdCm6uvOG7YRSDX8p3e9QJXTRejuhybXnbWZDz)7hD Scale-1:12.7 Plate Offsets(X.Y)— f2:0-M.Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Men L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.03 2-4 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.28 Vert(CT) -0.06 2-4 >921 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Hom(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017l7PI2014 Matdx-P Weight 17 lb FT= 20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. Qb/size) 3=121/Mechaniwl, 2=24710-0-0, 4=48/MechaniwI Max Harz 2=105(LC 8) Max Uplift 3=-107(LC 12), 2=154(LC 8) Max Gmv 3=121(LC 1), 2=247(LC 1), 4=95(LC 3) FORCES. (lb) -Max. CompJMax.Ten.-Allforces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins. BOTCHORD Rigid ceiling directly applied or 10-"cc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; canfilever left and right exposed ;end vertical left and right exposed;C-O for members and forces S MWFRS for macUons shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf an the bottom chord In all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoinl(s) except Ut=lb) 3=107, 2=154. SoPpU1N F V�4s' ENgFa'�' No 68182 0NAI- Joaquin Velez PE No.68182 Mirek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 Job Tess Truss Type Dry Ply T16319880 1612_Grp2 A EJ7 Jack -Open 19 1 Job Reference (oo6onal) Builders FirstS0unce, Plant City, FL 33566 a 4x8 = LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 TCDL 7.0 Lumber DOL 1.25 BC 0.60 BCLL 0.0 ' Rep Stress Inter YES WB 0.00 BCDL 10.0 Code FSC2017lrP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x41 SP No.2 REACTIONS. (lb/size) 3=165/Mechanical, 2=319/0-4-0, 4=80/Mechanical Max Hom 2=138(LC 8) Max Uplift 3=134(LC 12), 2=181(LC 8), 4=1(LC 12) Max Gmv 3=165(LC 1), 2=319(LC 1), 4=124(LC 3) FORCES. Ile) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown Thu Feb 210557.362019 Pagel Scale: 314'=1' N � N N DEFL. in (loc) Wall L/d PLATES GRIP Vert(LL) 0.14 2-4 >575 240 MT20 244/190 Vert(CT) -0.20 2-4 >401 180 Horz(CT) -0.00 3 Na n/a Weight 231le FT=20% BRACING - TOP CHORD Sbuctural wood sheathing directly applied or 2-2-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Fxtedor(2) -1-M to 5.", IMedor(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 par bottom chord live load nonconcurrent with any other live loads. 3) -This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-5-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 4 except Ut=lb) 3=134, 2=181. %%pO%PQUIN fVF��,. NO 68182 SO -OF �cf `;'O R I /ONAI. fnnnn' 6904 Parke East Blvd. Tampa FL 33610 Data. February 21,2019 Q,WASMNG-VaraanIyWhW0atanend REAONOTESON r10SAND lwCLUOED Mm sham,ar an RflA74Ta rm.Mcam,,ormt not USE Design vpll rs. arare ttce, M1LTek®mnneabm.Th6sxffytusign labasedonlyuponpaamatenhasn, and l'Ayinorporrualbul us, M.. not bumeyatem. aehre,a4lbe bwNLg dmlgnmmmtvedfyrM eppGmblGryordcNgn pammelae and pmpeMNronalum rejud bb Meevarall WiNlnp design. BrecbN btllmtedbbPrma,t budrag albdMduel humweb endlortlmrtl mambaeanN.r,annal danpareryaMing to enl btaaip MiTek' la always requ'ved krabblkryendb prevent Wgapmwltll poatible pawnel In1ury end pmpedydemege. ForgenWaguidance Sand Me labdmtlan.etamge. dIw.ielsryerecgonendblt 1. b,21 end.Sm tema.eee dit,VA=14.11ry CdMAa➢58-B9 and MI aurfding Damponenr Tompa.h W1BM. SegrylnrarmaUan available fiom Twa Plate I,uMub, 210 N Lae Street bulb 312 Aleaandda, VA 22314. Tampa R 36910 Job Truss Truss Type Qry Ply T76319881 1612 Grp2_A EJ7A Jack -Open 1 1 Jab Reference (optional) Builders FlrstSource, Plant City, FL33566 8.220 a Nov 16 2018 M-Tek Industries, Inc. Thu Feb 21 05:57:37 2019 Page 1 ID:Lv U3hl26CxfFghSPwbiy2y08w-zkBbzSuXBa7P3cokiWathetPrwed7ZImQK45gzj7hC -1-00 5-2-8 747-0 7-0-0 5.2-8 I 7-9 8 l 44 = k31:11a Scale-1:15.6 Plate Offsets MY)- MO—M,Edgel LOADING (pst) SPACING- 2-M CSL DEFL. In (1m) Udell L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.09 2.6 >935 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.19 2-6 >431 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.11 Horz(CT) 0.01 4 Na Na BCDL 10.0 Code FBC20171TP12014 MatdxSH Weight 26lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP ND.2 TOP CHORD Structural wood sheathing directly applied or 60-0 oc pudins. BOTCHORD 2x4SPNo.2 BOTCHORD RlgidcellingdlmcUyapplledorlO-"ocbmcing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=13/Mechanical, 2=31910-4-0, 5=232MIechanical Max Harz 2=110(LC 8) Max Uplift 4=-17(LC 9), 2=189(LC 8), 5=112(LC 8) Max Grav 4=35(LC 24), 2=319(LC 1), 5=232(LC 1) FORCES. (lb)- Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. WEBS 3-6=-226/356 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=4.2psf, BCDL=3.Opsf, h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedol(2) -1-M to 5-2-8, Interior(l) 5-2-8 to 6-114 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 5) a 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 6t 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 beading plate capable of withstanding 100 lb uplift atjoint(s) 4 except at -lb) 2=189, 5=112. J� pPQU.N , �.. i No 68182 -0 p'. S OF Joaquin Vela PE No.68182 MfTek USA, Inc. FL Cert 66M 69g4 Parke East Blvd, Tampa FL33610 Data: February 21,2019 ®WARNING-VedydeslgnpanmarenaMREAO NOTES ON MSANDMMVDEDW7EKREFERENOEPA0EMA?Mra . 169Y1015BE£OREUM pwgn valld far use only wit MTeM pwnecm,s. no dsslgn Is based only upon paremstere shown, and Is for an Individual building wmponem, not a Buss syatem. Before we, the bu0dmg dmgner mull verity NeeppikablGry eg of den pammslers and propertyInw xuate Mrs design Info Meavera0 bulidbs design. Breslng iMlrated is mp mrard suckle, of Ndlvldual buss web endkv rimed membersony. Addilbnal temporary and permanent bracing MOW is always requiredforandifty and 0 prevent w0apae wilt possible personal lnpayand property damage. Porgerierel guWance mgerdirs the rabdwtlan, abrmm��e, deM ereclon and trades of bwssss and buss eysfems. sea ANSUTP/10ualBy CrUarle, DSBA9 and BM aullding Component Saroyinlwmeflon avaratle road Tres Plate IssObde. 218 N. Lee Smut Sun. 31Z AlosendM, VA 22314. 6904 Parks East Bbd. Tampa, FL 36610 Job Tuss Truss Type Dry Ply T16319882 1612_Gfp2 A GE Common Supported Gable 1 1 Job Reference (optional) Builders FirstSoume, Plant City, FL 33566 3x8 = 3x8 = 8.220 s Nov 16 2018 MTek Industries. Inc. Thu Feb 21 3x8 = Scale=1:13.4 I� Plate Offsets (KY)- I2:0-0-2,Edgel.f3:0-3-0,Edpel.(4:0-0-2.Edge1 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 5 nir 120 MT20 2441190 TCDL TO Lumber DOL 1.25 BC 0.33 Ved(CT) 0.00 5 n1r 120 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 HOrz(CT) -0.00 4 n1a nla BCDL 10.0 Code FBC2017riP12014 Matrix-P Weight 19lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. (lbrsize) 2=242/5-1-0, 4=242/5-1-0 Max Horz 2=25(LC 8) Max Uplift 2-149(LC 8), 4-149(LC 9) FORCES. (lb) -Max. Comp.fMai. Tan. -All forces 250(lb) or less except when shown. TOP CHORD 2-3-205/486, 3d=205/486 BOTCHORD 2-4=-330/177 BRACING- TOPCHORD Structural wood sheathing directly applied or5-1-0oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced reof live loads have been cansidered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCOL=3.0pst,, h=151t; Cat. it; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and fight exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consuft qualified building designer as per ANSUTPi 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-M oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.01 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (Itslb) 2=149, 4=149. 9) Beveled plate or shim required to provide full beadng surface with truss chard atjoint(s) 4. a `"O- QUIN t%F'4ii No 68182 , IZZ 0' F OF :btu �� CC . O R IV. � \ �•. ONAa Joaquin Velez PE No.68182 MRek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: February 21,2019 ®WARNWO-Va46algnPararwbn R& NOMONrMSANOINUUDEDa REF£RENCEPAOEMIF103m. 1O4Yl"5REFOREUSE Design valid brusisorl b65Tek®wnneab,s. Thu deign is basedany upon Pwametem shown, end is bran Wividual 1xi wmpanent not Masm-- trues eystam. Before pas, Ne bu0ibg desipnermuatvedy a,a epWaabipryoldesgn paremelae end pmpaly bwryarete sus design bb beaverell bulldmgdrngn. BrwingbWk Wt bpme tb 6ofhnd alDuv wdwd Mmembemony. AddabnelbmpomryeMParmanadhrad,g MiTek- end erelgits,DS mgandBMe belwayarequiredbrsbbl,,vaos sowllnluryand P�aPaMdIM11 bbriaatlon,ab,ape, depvery,eftmTend truss ANSVA22Duallfy CAroMa, O5Bd9 end BLSl Bulldog ComPwrenr andof bu, Fahey EastBhd. 218 N. es Sss!enu,aee Se(erylnl lion eveleDle Bom Trues Pleb InaaMe, 21B N. Les Streot, Bulle 312. AlmaMde, VA 22316. Raw Insifts1s, T6904 amps. R Tampa, FL 36610 Job Trues Truss Type Olt, Ply 1612-G'rp2 A GR1 Hip Girder t T76379BB3 2 Job Reference (optional) Mu ex mpuemas, me. I nu ran a Ub:of:41 zoIv Scale: 3/16'=1' Special 4.00 12 WO = NAILED NAILED NAILED Special NAILED NAILED NAILED 2x4 ll NAILED NAILED SxB = 45 = NAILED NAILED NAILED 7xIO 9t4 11 NAILED 4xt0 MT20HS = NAILED NAILED NAILED NAILED Sx12 4.10 W20HS =NAILED 2x4 II Special NAILED 8x14W20HS= NAILED NAILED NAILED Special NAILED ]-0-0 14.10-1i 22-9-16 304f-0 3]1-0 ]4M mn-z11d9 Plate Offsets (X,Y)- 12:0, 3.Edge1 f3:0-8-0 0-3-01 r7:0-8-0 03-01 18:0-3-3 Edgel rl2'0-3-8 0-2-81 rl3O-0-12 0-"1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 6defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.7312-13 >618 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -1.0012-13 >446 180 MT20HS 1871143 SCLL 0.0 ' Rep Stress Incr NO WB 0.96 HOm(CT) 0.15 8 n/a Na BCDL 10.0 Code FBC20171TP12014 Matrix.SH Weight 4291b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5,5-7: 2x6 SP M 26 BOTCHORD 2x6 SP No.2*Except* 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2883/04-0, 8=2884/0-0-0 Max Ham 2=48(LC 8) Max Uplift 2=-1567(LC 4), 8=1568(LC 5) BRACING- TOPCHORD Structural wood sheathing directly applied or 3-7-7 cc puriins. BOT CHORD Rigid ceiling directly applied or 7-10-9 cc bracing. FORCES. (Ib) - Max. CompMar. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-8375/4410, 3-0=1259216748, 4.6=-1259016746, 6-7=1260516760, 7-8=8379/4414 BOT CHORD 2-15=-4141/7900,13-15=-413317862,12-13=-0652112603,10-12=-4090f/865, 8-10=4099M(34 WEBS 3-15=A33[736,3-13=-2675/5026, 4-13=-968/762, 6-12=9851771, 7-12=-2685/5036, 7-10=-1321736 NOTES- 1) 2-pty truss to be connected together with 10d (0.131'k3') nails as follows: Top chords connected as follows: 2x4 -1 now at 0.9-0 Do, 2x6 - 2 rows staggered at D-9-0 cc. Bottom chords connected as follows: 2z6.2 cows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 raw at G-9-0 oc. 2) All loads am considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) secbon. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced mof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCOL-3.Opsf, h=15fh Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates am MT20 plates unless otherwise indicated. 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf an the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 9) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1001b uplift at)oint(s) except (jt=1b) 2=1567, 8=1568. 10)'NAILED' indicates 3-1Od (0.148 x3") or3-12d (0.1485r3.25') toenails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233 lb down and 2621b up at 7-0-0, and 2331b down and 262 Ito up at 30-8-0 on top chord, and 313 lb down and 173 Ito up at 7-0-0, and 313 to down and 173 Ib up at 30-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ss, INtvF�"tt.,. No 68182 10 A •.RC?FF 'p�SS fO N A; Joagldn VeleiFE No.68182 Milk USA, Inc. FL Cad 6634 6904 Petite East Blvd. Tampa FL 33610 Date: February 21.2019 �l,vald ruse oMayo only � w7reMcarnexns.IDAro7£S offbrae ANp ucon paEDNREx RFFEaand is ranIMI41Q3lamig coparont not fleE Designvelldmr use.on,t1bLiek®mnnsmn.Tstvarndia design Is bwedanftupolang.cnoWN.andprpmr anerca.usibddngninto Ms�nol Wit a Inc. system. Berate use, the buimmg designamintvedyme eppllwbitiy ofdedgn paremelen and property Nmmoreb Mb design into iheovarep ■ bmlamg design. aadnglMlwtedbmprarent bvWlrp WBWlMduel brass web andorkmrdmamban wN. Admeonel tempomryeiW pennenentlraung MiTek' b aNrayaregdmdmr atabLy end mprevmt mpepw with posepYe persowlir9uryand pmpaMtlema9e. rar generel gukeme MgaNlrq ma fabdwdpn, emrage. daOvaY erection and brecbg of Wesw and buss sysmms, see AVsWP/l querny cnmrb, DSa8nd 9 eECS, 6upoing caWopent 6904PkaaEaet Bhd SefetyrNormation avab leforn Truss Rate Iw4Wle, 218 N. Lae Sbast Sulm 312. Absordda, VA22314. Temp%FL M10 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Leads (pill Vert 13=54, 3-7=54, 7-9=54, 2-8=20 Concentrated Loads (Ib) Vert 3=-186(B) 5=111(B) 7-186(B)15=313(B) 13=-60(B) 4=-111(B) 6=111(B)12=-60(B)10=313(B) 16=1 1 l(B) 17=-111(B) 18=111(8) 19=111(B) 20=-111(B) 21=111(B) 22=111(B) 23=-111(B) 24=60(B) 25=60(B) 26=-60(B) 27=-60(B) 28=-60(B) 29=-60(B) 30=-60(B) 31=60(B) 32=-60(B) �WARWNO-Vvgyds-gnpaswrenWltEM NOTfS ON TMSANDINMUDEDI KN ER CEPAGEWA?473 m.1hAVt015BEfDRE USE Dmgn vend br use only Wdt Weldt nnecbia. Tbb design Is based whr upon paremetas si , and Is loran IndWud bagdbg bsnNaart not -buss-}slam.Bebrevas, tire bWBirg deagner--tva,i!yaiae1p1c Ttyofdeagn peremelert and ppedylnmmomla Nbdealgn bla Me overeg bulldingdeegn. Br INIndlcatedisbpreventbuc goflndMduainmwebanNadoNmem oa y, Adddio WWrnp nagaMpemianmlbretlng ba bralablgryandbpreventmgapsewMpossiblepemorelinjuryandpmp"damage. MiTek' preuh Porgenerel guldencaregeNl�p gee fsbd®fion,ebxage,deriv",, erection and bradrg oftvsa-s and buss spbma, sae MWPlf Quality Cdted-, DSB and BCS1 OW&ng Component Saferylnlormegan a.fl.ble6wm TwsPlate Insgbla,218N.r Street Bult-312,Alexandda.VAMI4. gent Parka EeslBhtl. Tempo,ii East0 Job Truss Truss Type Oty Ply T16319884 1612 Grp2_A GR2 Roof Special Girder 1 `rp Job Reference (optional) Isomers Hralsource, Man lily, FLJ3bee Iii a My 16 Zola Mi 1e, Industfles. Inc. Thu Feb 21 05:57:44 2019 Scale-1:66.9 NAILED Special NAILED NAILED NAILED 6x12Mr20HS = 4.00 12 6.3 _ NAILED 4x6 = 2x4 II ex8 = "LED NAILED NAILED NAILED NAILED Special 3 24 4 25 26 5 27 6 NAILED 5x8 =NAILED 2x4 II 4x6 = ass = 7 28 8 29 9 30 31 10 32 11 2 d1 5x8 = 23 33 2234 35 21 36 20 3719 38 18 17 39 1840 41 15 42 14 2x4 11 4.6 = 7.10 = 4x6 = 4x6 = 2x4 11 NAILED 5x8 = 46 = 2x4 II Special NAILED NAILED NAILED NAILED NAILED NAILED 6x12 WMHS = NAILED NAILED Special NAILED NAILED NAILED ]-0-0 7-IM I 130t122 I 133-r7..1x-0 I 317 d-0 2nn I am 29-6-08I 37-8-0 vAn :us I 1 Plate Offsets(X,)')- 12:0-",0-2-101,13,04-0,0-2$. 17:0-7-0.0341, If 1:0-4-0.0-2-61 f12:0-4-0.0-2-101 f21:0-5-00-5-01 LOADING (psf) SPACING. 2-M CSI. DEFL. in (loc) VdeO Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.90 18-19 >498 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.56 Vert(CT) -1.2418-19 >362 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress lncr NO WB 0.77 Horz(CT) 0.13 12 Na n/a BCDL 10.0 Code FBC2017/-rP12014 Matrix-SH Weight: 457 lb FT=20% LUMBER - TOP CHORD 2x6 SP No.2 •Except• 1-3,11-13: 2x4 SP No.2 BOTCHORD 2x6SPM26 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=2669/04-0, 12=244210-4-0 Max Harz 2=48(LC 8) Max Uplift 2=1412(LC 4), 12=-1338(LC 5) BRACING. TOP CHORD Structural wood sheathing directly applied or3-6-5 oc pudins. BOTCHORD Rigid ceiling directly applied or 78.12 oc bracing. FORCES. (lb) -Max. Comp-lMax.Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-7529/3933, 3-4=-9368/5020, 45=10656/5709, 55=10659/5712, 6-7-12209/6533, 7-8=-15412/8260,8.9=-1267216796,9-10=-12672/6796, 10-11=-10201/5478, 11-12=-6937/3669 BOTCHORD 2-23=-3627/7094, 22-23-362317069, 21-22=-488119366, 20-21-5983/11386, 19-20=-8118/15346, 18-19=7827/14766; 16-18-7827114766, 15-16=5373I10199, 14-15=-3418/6545, 12-14�341216553 WEBS 3-23=-92/497, 3-22=-1508/2846, 4-22=13011784, 4-21=816/1538, 5-21=282/255, 6-21=-891/509,6-20=-1953/3757,7-20=-4812/2601,7-19=-704/399,8-19-413/816, 8-18=-137/381,8-16=-2306/1250, 10-16=1453/2722, 10-15=-1506/898, 11-15=-2161/4041 NOTES- 1) 2-ply truss to he connected together with 10d (0.131 k37 nails as follows: Top chords connected as follows: 2x4 -1 now at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 -2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 05-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced mof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates am MT20 plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcumem with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-04I wide will ft between the bottom chord and any other members. 9) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=1b) 2=1412, 12=1338. 10) -NAILED' indicates 3-1 Do (0.148•x3°) or3-12d (0.148k3.25•) toe -nails per NDS guidiines. J�` POIU I 11111111811 No 68182 • O F . �,�? Joaquin Vela PE No.68482 MRek USA, Inc. FL Cert 6634 6904 Parks East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNIND-Vmlfyd..lgnpm .t RPADNOM ON 7MSANDINOLUDED4eTENREPERENCEPAWWPTOJ m.lODY40f5eQURE USE Design w ki for use onlywiN MReMconnec ss. Thtu design le based mly upn parameters sbovm, and Is turns IndNidud burro,, mmusass, nat �� hues.plam. Beture we, the Were designermustver Ne eppgcablatyofdesign pammetar, and property Inwsonsts No cloup Into Neovsrell bWldiigdmgm BmcIn9lMzaled labpmvmlbuWi,qaf IndMdual Wsaweb endlor baNmembas py. AdddbnN temporeryeM pe�menentbrecb,g MOW baMvysregubedkr.tebtyandbpmentmaapsa p"blepamnal Iniuryandpmpedydamage. ForgenemlguldaneeregeNln,the fabtlmtlpn,storage, dellyeerryy erectlon andbredng ofWvm eM truessystems, aee ANSIMPIf Quality criteria, DS& and=lflulIdIng Component 9904Parse East Blvd. Sa/eryinformar/an evalsElefrom Tw Platalnsebia210N.Lm Sire Sulle312AlmendM,VA22314. Tampa. FL W10 Job rues Truss Type Ory Ply T16319884 1612_Grp2 A GR2 Roof Special al Girder 7 L Job Reference o Oonel cunaum nn,auur�e, r,.ni Cay, r, zoo. 8.220 a Nov 1 b Zola MITek industries, Inc. Thu Feb 21 05:57.44 2019 Page 2 NOTES- ID:Lv U3hl26CtAFghSPN01y2408w-G46Efb_w'67POhg4cUC`M6esCgIBM7mNOXu 47h5 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2331b down and 26216 up at 7.0-0, and 245lb down and 242lb up at 32-8-0 on top chord, and 313 lb down and 173 Ib up at 7-M, and 115 lb down and 19 Ib up at 32-7-4 on bottom chord. The deslgntselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Hoof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-6=54, 6-7-54, 7-11=54, 11-13=fi4, 2-12=20 Concentrated Loads (Ib) Vert 3-186(F) 6=111(F)11-149(F) 23--313(F)19=-212(F)18=-12(F) 8-17(F)14=-70(F) 24=111(F) 25=111(F) 26=111(F) 27-111(F) 28=-17(F) 29=67(F) 30=-67(F) 31=-67(F) 32=67(F) 33=60(F) 34=-60(F) 35=-60(F) 36=-60(F) 37=-60(F) 38-12(F) 39=-28(F) 40=-28(F) 41-28(F) 42=-28(F) ®WA Mla-Varf4- daspn paramrters a READ NOTES ON TICS o,a RIMMED MTEK REFERENCE PAGE NII-TQS rss. fQMt?Ql5 BEFORE USE Desgn vaild br vaeonywiN MTek®mnnmbn.Thle design b based only upon paremelere shown, and is Wan buliN ual build,, mmponmt rat Wm ayetem. Before me, Ire eAkingdeelgna mint vally Ibe appgmbPdy of design paramelere and pmpedylnmr oral. Nis tlmign In4a (heave all 1:01,11,gdeslgn. Bracing lM�eted labprevent buckling of NtlMduel Vueswab endla rAok members any. Addibnel b,npareryand pormenenlbreci,g MiTek' belwayareguhedtrat Dtyandbpreventmgepeswith Wwm W0pamwlinjuryendpmparydamage. Frgeerelguldemeregardl,grue Nbdm6on, storaicl. lery.erect®„and bracing ofbuvM as a,truss stame ys, sea ANSMI Qu.UW eNfeds, OSB-69aaufs 1 B.Owng eompunsnl Se/atylnlormeUon av fla to fmm Tnase Plate InaliWtte,218 N. Les Street Sulte 312, Alwandda, VA 22314. 6904Pa0a Eest BNd. TempeF 36610 Job Truss Truss Type Oty Ply T16319885 12 Gry2 A 16. H1 Hip 1 7 Job Raferenca (optional) Builders RrstSoufce, Rant City, FL 33566 4.00 12 Sa6 = s Nov 16 2018 MTek 416 = 4xl0 MT20HS = 4x6 = Sx6 = 5 19 20 6 7 a 5X8 = 4x10MT20HS = 3x4 = UIOMT220HS = 5x8 9.0-0 1&10-0 28-8-0 37-80 94]-0 9-10-0 I 9-10-0 9-0-0 05:57.45 2019 Scale=1:64.7 Plate Offsets (X,Y)— 12:0-0-0,Ed9el. 110:0-4.0.Edae1 LOADING (psf) SPACING- 2-M CSI. DEFL. In (loc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ved(LL) 0.50 14 >905 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vea(CT) -0.8412-14 >535 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress lncr YES WB 0.82 Horz(CT) 0.20 10 Na Na BCOL 10.0 Code FBC2017/TP12014 MatrbrSH Weight .1871to FT=20% LUMBER- TOPCHORD 2x4 SP No.2*Except* 4-6,6-8: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1444/0-4-0, 10=1444104-0 Max Hom 2=60(LC 12) Max Uplift 2=-714(LC 8), 10=714(LC 9) BRACING- TOPCHORD Structural wood sheathing directly applied or2-8-6 oc pudins. BOTCHORD Rigid ceiling directly applied or 3-7-9 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=3629/2742, 3-4=3371/2421, 4-5=3131/2323, 5-7=4277/3040, 75=3131/2323, 8-9=3371/2421, 9-10=3629/2742 BOT CHORD 2-16=-2509/3393, 14-16=2865/4109, 12-14=-286814109, 10-12=2506/3393 WEBS 3-16=-244/430,4.16=-557/856, 8-12=557/856,9.12=244/430,5-16=-1224/975, 5.14=0/392,7-14=01392,7-12=1224/975 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf, h=15111; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Fxtefior(2) -1-M to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) 175-13 to 28-8-0, Pxteriof(2) 28-" to 37-1-13, Ifdedor(1) 37-1-13 to 38-M zone; camilever left and right exposed; end vertical left and night exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless Otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s) except 0=11b) 2=714,10=714. pPnV)N'VF4' •- i No 68182 L C • OF�O��R F G\�4,: elk". JDaquln Velez PE No.68182 MITek USA Ina FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 AWMAHNO- Vm4&.tprPammH. a AIEADNOTESONI)OSAND/NCLUDEDWIENREFEFENCEPAGEOX1173m. tdbIAMIS eEADAE USE Deal, valid for Use only Met M TeM cunnecom. Tills dealgn b based only upon .Or. slwwn, and is loran irdlvduel burditg companentriot �� a baasystem. Before w%the became don mor musiverifytbe appaoablrly of deeign pa2metera and propedyloo,"rate ads deogn Into the=&I buibrm,dengn. aiacin9lndipatad�lopravmtbuddn9oftodMdaaibav„�anaord,abmemb«aonly. Add;m�I tompmarya,�pam,aneN�ap�g MiTek- NeWpraqulred robbiGtyuMbpre Mwl pa Wffipweibleperemiali*gmdpmpedydamege. Forgeona1guldanceregeNingere bbdratlon. alomge,delivery,e,estionand bmtl,g of Dusem and huaa eymema, aea ANSTRP/1DuagryCtda,DS&89andBCSf Suadng CompaneM 8904 Parke Eeat Bhd. Safefyinformalkn evareble from Truss Plato Iroebte, 218 N. Lee street Sucre 312, Nexandda, VA22014. Tampa, FL U610 Job Nas Truss Type Oty Ply T76319886 1612 Grp2 A H2 Hlp 2 1 Job Reference (Dp8ona8 Builders FirstSource, Plant City, FL 33566 8220 s Nov 16 2018 MITek Industries. Inc. Thu Feb 21 05:57-.47 2019 Page 1 ID:LwU3hl26CxfFghSPwbiy2zjOewtJfoM3tUore0_F8ZnidlD51GMmtE=T2D3_IbS4zj7h2 1 610-14 11-04 18.10-0 26." 31-&2 376-0 -0-0 511074 6-1-2 ]-10-0 7-100 511-2 510-14 -0-0 Scale=1:64.7 5x8 2x4 I 5x6 = 4.00 12 C Mr axe = 16 15 14 13 12 11 10 3x8 = 2.4 II 3x4 = 44 = 3x8 - 46 = 3x4 = 2x4 II 570-14 17-0-0 1&10-0 264i-0 31$2 37-&0 smea st-z - T.tn-n ztnn st_o Plate Offsets (X,Y)- f2:0-4-0,Edgel, 18:0-4-0.Edeel LOADING (psi) SPACING. 2-0-0 CSt. DEFL. in (loc) Odell L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.72 Vert(LL) 0.43 13 >999 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.7013-15 >636 180 BCLL 0.0 Rep Stress lncr YES WB 0.87 Hcrz(CT) 0.19 8 nla Na BCDL 10.0 Code FBC2017/iP12014 MatnxSH Weight: 177 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'ExWpt' 46: 2x4 SP M 31 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP ND.3 REACTIONS. (Ib/size) 2=1444/04-0, 8=1444/0-4-0 Max Horz 2=-73(LC 17) Max Uplift 2=-707(LC 8), 8=707(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc pudins. BOTCHORD Rigid calling directly applied or 2-2-0oc bracing. FORCES. (Ib)-Max. Comp.IMax. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=.363912717, 3-4=3122/2324, 45=-358912717, 56=-3589M1717, 6-7=-0122/2324, 7-8=363912717 BOTCHORD 2-16=-2488/3391, 15-16=248813391, 13-15=-1971/2906, 11-13-1968/2906, _ 10.11=-2485/3391, 8-10=-2485/3391 WEBS 3-15=-516/550, 4-15=175/402, 4-13-598/909, 5-13=4841530, 6-13=-598/909, 6-11=-175/402, 7-11=-5161550 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind; ASCE 7-10; Vu8=i60mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.OpsF, h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteror(2) -1 -M to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exteriar(2)11-0-0to 19-5-13, Interior(1) 19-5-13 to 26-8-0, Extedor(2) 26-M to 35-1-13, IntedoQt) 35.1-13 to 38-M zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and fames 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tail by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at -lb) 2=707, 8=707. aJIN �p- J No 68182 � :. S OF :�IU %% rrrulnlp Joaquin Velez PE No.68182 MRek USA. Inc. FL Cart 6634 6904 Parke East Bind. Tampa FL 33610 Date: February 21,2019 ,WARNING-VWy Malgnpar rvs aM NFAD NOIE3 ON MSMDINCLUDEDaerEKNF3E WEPAWOP74nror. fhDYl0I5BEP0WUSE same Dee, valld hruetonlywah MTeldeoveamlom. This Mnsga is based any upon aansmetere¢h . and Is fa an NdMdml build, mmpanent not �'• a buss system. Before mwt me, rue Wilds, designer venly the applicability of design peremvs eland raparty moorpamse Pis design nia rhecvendl buddingdImp.Brechp lM9ated labprevmtbudrig of indMduel wseweb endlorWNmanben ony. Addlmnaltamparenend as an reentbram, MiTek' b eMap re4ubedfor¢rabiliyendb PeveNmllepae xlM poviblepaeoriel L{ury end pmpvlydemega Forgenval,mlarweregaNLgrue fabrication. abrreegge, deliveeryry eraln'n and breGg of busses and boas sysle,re, see ANSIRP/10ualiy Criteria, DS"Serdfl= Bu1Mng Ccx snasl Sahylnfarmef/an avallab•le ban Truss Plate Inst Ule, 218 N. Lee St eet Bunt 312, Alexandria, VA 22314. 6904 Parke East Bind. Tampa. FL 36610 Job Truss Truss Type Qty Ply T16319887 1612 Grp2_A H3 HIP 2 t ' Jab Reference (optional) w„u�o r,nrow,w, r,=„wnY. rL ,asps no. mu reD zi us:of.ae zulis Scale-1:61.7 sot 2X4 I 6,6 = 2t4 II 4x6 = 3,03 = • a4 = bul II Sat = 4x6 = LOADING (psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress [nor YES BCDL 10.0 Code FBC20177rP12014 CSI. TC 0.82 BC 1.00 We 0.56 MalricSH DEFL. in (loc) 6de8 Lid Vert(LL) 0.40 13 >999 240 Vert(CT) -0.6313-15 >708 180 Horz(CT) 0.19 8 ria Na PLATES GRIP MT20 244/190 Weight: 1811b FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 2-2-0oc pudins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 2-2-0Oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/slze) 2=1444/0-4-0, 8=144410-4-0 Max Horz 2=-85(LC 13) Max Uplift 2=-698(LC 8), 8=-698(LC 9) FORCES. (lb) -Max. Cemp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-3608/2684, 3-4=-2902/2199, 45=2991/238, 5-6=2991/2333, 6-7-290212199, 7-8=-360W684 BOTCHORD 2-16=-2455/389, 15-16=-245513359, 13-15=-1824/2685, 11-13=1821/2685, 10-11=2452/3359, 8-10=245213359 WEBS 3-16=0/266,3-15=718I670,4-15=-215/422,4-13=-358/540,5-13=-3511397, 6-13=-358/540,6-11=-215/422, 7.11-718/670,7-10=01266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) rVF(',,t�, Celor(l)21-5-3tto WFRS 24-",pExterlor(2 a `,, P�'u)N 2�-0to�331 3, Inte or(1)33-113 to 8-8-0 cantleverrheft and right exposed ; end left for foxes & MWFRS for Lumber DOL=1.60 ��••�QE �/$'•�� ��� vertical and right exposed;C-C members and reactions shown; plate grip DOL=1.60 ,,% 3) Provide adequate drainage to prevent water pending. Z.-F•% 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrentwith any other live loads. : No 68182 S 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide = * :• will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except Qt=lb) 2=698, 8=698. 7 C �'. ST OF .,�Al 4%. ONA' EN���• Joaquin Velez PE No.68182 Mirek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 21,2019 ®lVMN • Vansy Nalgarunnsassant READ NOTES ON FIGSANDINCLUD£DLer£KREFERENCEPAGE Ig74)`3nr. 1693yNns BEPo USE assass Design vatld for useonyweb MTeM mnnectom. This design Is based only upon perametere Mown, and Is fares Individual baking wmppneat not �� saw system. Befare use, on, builduq rure designer must veilH e oppliashIlity at design pamesus and pmpaN ly wgonte rub design Into iha ovmell bdldhn,dedga. Braving indicated is to pneventbuckikg of dlvldual buvweb an&ordord mambas only.Add'Nonsltempoleryandpem,anadbacug MiTek' b always re9uhed for aGbi6tyend b prevent mtlepse wM possible lxmwl Injury antl proPedy damage. Forgenerd euldelra Mandbg rue fabdcetlon.ebrage,dentay erection and badr, of trusses and truss syatama, ass ANSM11 Duality Marra, Ddr a9 asdBCSl Building Component lnatiWto, SIM4 Parka East Blvd.Sarefyzati..� avalaEIn from Truss Plate 218 N Lee Street, Suite 312, Alexandria. VA13314. Tampa, M 36610 Job Truss Truss Type Oty Ply T76319888 1612 Grp2 A H4 Hip 2 1 Jab Reference (optional) Buuaers tlrstsource, pant Cary, FL aaJ68 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Feb 21 05:57.'49 2019 Scale-1:65.9 4.00 12 all = 5x6 = 0 I� 2A II 6xe = fine = 2xa II 7-10-16 15-0-0 22-9-0 29-9.2 37-8-0 7-10-14 7-1-2 78 7-1-2 7-10-14 Plate Offsets (X,Y)— f2:0-2-0 Edgel f9:0-2-6Edge7 ry2:04-0 Edael f13:0-4-0 Edaet LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (lac) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert lL) -0.88 11-12 >507 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.11 11-12 >403 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(CT) 0.17 9 n/a n/a BCOL 10.0 Code FBC2017rrP12014 MatrixSH Weight 1671b FT=20% LUMBER - TOP CHORD 2x4 SP No.2'EzcepV 5-6: 2x6 SP No.2, 1-4,7-10: 2x4 SP No.t BOTCHORD 2x4SPNo.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=144410-4-0, 9=144410-0-0 Max Horz 2=96(LC 12) Max Uplift 2=688(LC 8), 9=-688(LC 9) BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. WEBS 1Row, at mldpt 3-13,8-12 FORCES. (lb) - Max. CompfMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3551/2626, 3-5=-2745/2035, 5E=2541/1981, 65=27452035, 8-9=3551/2626 BOT CHORD 2-14=-2394/3300, 13-14=-2394/3300, 12-13=-162812541, 11-12=-2393/3300, 9-11=-239313300 WEBS 3-14-5/305,3-13=-1000/815,5.13=209/531, 6-12=-209/531,8-12=-10001816, 8-11=J/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vint=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-M to 5-0-0, Interion(l) 5-0-0to 15-M, Extedor(2) 15-0-0to 314-13, Interion(1) 31-1.13 to 38-M zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjolm(s) except at -lb) 2=688, 9=688. �%%OPouiniav Z'§ i No 68182 c O % R fill 1 ,ONA1 �Np MTek US4, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa R.33610 Date: February 21,2019 ®WMNINL-VarVydsafgr,pararnHn aMRE4D'NO2E40M iH15 ANOlNLLUDFD M1imEx REFERENCEPALE69p742a m. ibaVlgre BEFORE USE Ow¢nve[Wbrumonly Wn MTeamnnmbm.Th dmlgnlsbmedontyupon pammetera shown and Is bran hWduW btidlr0 mmpo,ant, not endpmperybwm Wthedmlgnhb Meovemll bbusssystem.Bebrevas,MabulWkVdesignermmtvady8taeppEmbitiryofdedgnmmmat WWhgdedgn areamg]MW tadbbprmmlwdmngennm ualwmwebanvar�meml my. Aaalmnalmmparary a�a pa,manam vapmg Welk' exvaya re9uired far etabiGry radio Drevontmaeme with poav2le pemoml injury end pmpmydamege. Forganerel guldanca M.MIM Me lbdmtion, smrage, delh,mery action erdbr.dr,oftrumm and buaaaystenu, am ANSIrnall Qualify Croatia, OS64i9 and8CSl Building Component Safarylnrnrmadon avapableeom Tmm RaWinsbWb,218N.Lm Seee6Sulte312,MIe dda,VAM14. 8904 PaNa Emt BNd. TBmpa.R 38a10 Job Truss Truss Type Oty Ply T16319B69 1612 Grp2_A H5 Hip 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 61 d 8.220 s Nov 162018 MTek Industries. Inc. Scale-1:65.9 4.00 12 Sx6 Sx6 = 3a4 = axe = 3x4 = 3x4 = 4x6 = 3x4 = &a14 17-0-0 208-0 27AIN2 3T-0-0 gala 7-2.2 a , 7-2-2 I gala ' Plate Offsets (X,Y)— f2:0-0-6,Edgel,f4:03-0,Edgel, f9:OJ-0,Edgel. fll:0-0-6,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Ide0 Ltd PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.81 Vert(LL) 0.40 16-18 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.83 Vert(CT) -0.6516-18 >694 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2017/rP12014 MatrixSH Weight 1801b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x6 SP No.2 BOTCHORD 2x4 SP No.1'ExcepY 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING. TOPCHORD Structural wood sheathing directly applied Or 2-2-0oc pudins. BOT CHORD Rigid ceiling directly applied or 441.6 og bracing. REACTIONS. Qblsiae) 2=1444/0-4-0, 11=1444/0-4-0 Max Hors 2-108(LC 13) Max Uplift 2=676(LC 8), 11=676(LC 9) FORCES. (lb) - Max. Comp -[Max. Ten. -All forces 250 (Ill or less except when shown. TOP CHORD 23=3546/2510, 3-5=-321212285, 56-2433/1833, 6-7=2261/1766, 76=2433/1833, 8-10=-3212/2285, 10-11=3546/2510 BOT CHORD 2-18=-229113315,16-18=-1813/2698,15-16-137512261,13-15=1811/2698, 11-13=-2290/3315 WEBS 8-15=-7001626, 8-13-2481552, 10-13=-394/439, 5-16-700/626, 5-18=-248/552, 3-18=-394/439, 6-16=-386/547, 7-15=3861547 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psF, h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Intedor(l) 5-0-0 to 17-0-0, Extedor(2)17-04D to 29-1-13, Interior(1) 29-1-13 to 38-M zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 pat bottom chard live load nonconcumerd with any other live loads. 5) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=676, 11=676. % UIN fiVF� Y 'GENg No 68182 '0% er vF :NFU` rN %N 'aONA` fill Joaquin Vde2 PE No.68182 Musk USA, Inc. FL Celt 6694 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®►WMNING•Yrtlydesg pamaMaraIREADMOM ONROSAND INCWDEDN7rENRE£fRENCEPAW W7473 .fDDYf015BF/VREUSE Deal, valid foruseonyv4th WreWcvnnectors. This design is based any upon parameters st . and Is or an lndlvitlual butldbg component not Nil' hues system. Befere ve, the building designer.ustvw Ore ePpllcably a of d"V pametes and properly roar,amte Nla desgn ma areoveraq 2.10duat ■ building design. Bracing biceted Wla to prouent sucking bweb m truss rNclasclass!or mmembers ony. Addltlonal temporary and permaneN brscing MiTek' is elxeya requlretl foratabl6yentlbprovenlmtlapaewiM povible personal injury mid properydemage. Fmgmarai,ltlancemgaNng" febriwtlan, atoreg,deivery, erection ontl bdM ofhusaea 9M truss systems,see ANSWP11 Deasy croons, OSBA9 end Best Bulldhg C.n rsf 6ga4 ParkeEmlBNd. Sa7eyln7armolbn evebbi.from T.Ptate Ind,l %218N.Lee SbeeLSuite312.M..drM.VAM14. Temps FL M10 Job Truss Truss Type Oty Ply T18319890 1612_Grp2A Full Diagonal Hip Girder 3 1 Jab Reference (optional) Builders RrstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MRek Indusbles, Inc. Thu Feb 21 05:57:51 2019 Scale -1:21.2 I� 314 — NAILED NAILED a... �� NAILED 6 NAILED LOADING lost) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCOL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr NO Code FBC2017fTP12014 CSI. TC 0.57 BC 0.66 WB 0.20 MatrixSH DEFL. in Vert(LL) 0.23 Vert(CT) -0.32 Horz(CT) 0.01 (kc) Vdefl Ud 6-7 >508 240 6.7 >362 180 5 Na n1a PLATES GRIP MT20 244/190 Weight 37 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or5-10-6 Oc pudins. BOTCHORD 2x4 SP M 31 BOTCHORD Rigid ceiling directly applied or 9-10-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=151/Mechanicel, 2=437/0fr5, 5=281/Mechanical Max Horz 2=137(LC 4) Max Uplift 4--120(LC 4), 2=J78(LC 4), 5=124(LC 8) FORCES. Vb) - Max. CompJMax.Ten. -All forces 250(I1b) or less except when shown. TOPCHORD 2-3=-899/454 BOTCHORD 2-7=-519/834,6.7=519/834 WEBS 3-7=-185/503,3-6=.998/621 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsh, h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit een ottom chord and any other members. _UIN to ss �mechanical (by to Ire, ;O 5) Pmvid connection others) truss earing plate capable of withstanding 100lb uplift atjoint(s) except Qt=lb) p% 0 . NV . I e'er "NAILED' V` SF• �� 6) Indicates 3-10d (0.148'x3°) or2-12d (0.1485f3.25') ice -nails per NDS guidlines. %, •: 7) In the LOAD CASE(S) section, loads applied to the face of the truss am noted as front (F) or back (B). : No 6818 Standard LOAD CASE(5) 1) Dead +Roof Live(balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads 7 C (plf) Vert: 1-4=-54,2-5=20 Concentrated Loads (lb) ST OF ���,••� �(/`� Vert: 6=39(F=-19, 8=19) 9=-69(F=-45, B=45)10=54(F=27, B=27) ii',� •. < R t O ,` •,�S'S 0NA%0��`�� Joaquin Veliaz ENo.68182 Mf(ek US4 Inc FL Carl 6634 6904 Parke Fast Blvd. Tampa R. 33610 Date: February 21,2019 ,QWARMNO-Va.3ydaelgrr paamNeaaMREA0NO7E5 ON MSAND1NCLUDEDM1Err REpERENCEPAWE 7473m.le9and15 aF1LRE USE Design valid for useanywlX,f.NTek®mnna4n.This design la baaetl only upon parameters slacm, and is fm an lMlNdual buOdLp wraWnent, not a buv eyalan. Before use, the building designer must voA Its apppcebtry of design paremelee and propel, hooWrate this design Into theoveeli billdMg design. Brachg lidirated is to prey t budit of NNNduix Buse web and/or chord members only, Addtand hanporsq and permanent onst, MiTek' Is always reaulred for Stability and to preventmXepaaw poealble pemnal lNuryend pmpalydamage. Porpeiael puWance repeNirg Me lebdmtbn, abraga, deXvery,erectlan end bredr0 of trusam end trues s»tams, See ANSM11 Quality Crfush, DSBde and SM Bulldlrq Cemporrerrt 6904 Parke East BM. Seleyln(nmatM avapeble from Tmaa Mate insabde. 21B N lee Street SuXe 312, Aleundde, VA 22314. Temps. FL 36610 Job Truss Truss Type Oty Ply7Job T16319891 1612 Grp2 A HJ2 Diagonal Hip Girder Reference (optional) Builders RrstSource, Plant City, FL 33566 8.220 s Nov 16 Thu Feb 21 05:57:52 2019 Scale =105.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Odefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 VeILL) 0.09 24 >925 240 MT20 2441190 TCDL 7A Lumber DOL 1.25 BC 0.49 Ved(CT) -0.17 24 >479 180 BCLL 0.0 ' Rep Stress lncr NO Wit 0.00 Hoa(CT) -0.00 3 rda Na BCDL 10.0 Cade FBC2017/TPI2014 Matrix-SH Weight: 23 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=158/Mechanical, 2=303/0-55, 4=70/Mechanical Max Hom 2=104(LC 4) Max Uplift 3=-127(LC 8), 2=249(LC 4), 4=1(LC 8) Max Gmv 3=158(LC 1), 2=303(LC 1), 4=116(LC 3) FORCES. (Ib)-Mu. CompJMax.Ten.-All forces 250(lb) or less except when shown. BRACING - TOP CHORD Sbuctural wood sheathing directly applied or6-0-0 oc puffins. BOTCHORD Rigid ceiling directly applied or 10-0-0do bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=3.Opsf; h=15ft; 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 fora 10.0 psf bottom chord live load nonconcuneM with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6.0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for buss to truss connections. 5) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001to uplift atjoint(s) 4 except fit—Ib) 3=127,2=249. 6)'NAILED" indicates 3-1Od (0.148 x3°) or 2-12d (0.148 x3.251 toe -nails per NOS 9uidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss am noted as from (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert 13=54, 2-4-20 Concentrated Loads (16) Vert: 6=54(F=27, 13=27) ,p IN VE�F J.v�pENSFa No 68182 O : A,oP:��u�: Joaquin Vela PE No.68182 MITek USA, Inc FL Cert6634 6904 Parka East Blvd. Tampa R.33610 Data: February 21,2019 AWAIWING-Va*deslgn pasaural. aaCREAD k0mS ON MS AND WCLUDED dD7EK REFERENCE PAGE Un.703.. Ia6Nats B6ORE USE sin Design vend for usa.r"Ifi MWek®oonnecbn. Thb design la hazed only upon parade a shown, and la Toren Mdvlduel building mmpo„ent not Wssaplem Before Mo. the building designer nn atvadfy the applicability of design parameter and piopary Ncorporte this design Into Neoverell burdin,dwIgn. BmhglMicatediebprevantb=c VofuMividuelbues wcorchordmembesany. AddXbnaltemporryandpanswoubrack, WOW b alua, rent ad foratablay end W prevent r6apsew,N paaelble personal in Wand prpe4ydama9a. fror9enerl puWa,� ragerGrg Ne fabrication. eWrge,delivery,meCbn and brad, of Wsaea a,M trues oval., see ANSNPI1 OuafkP Cali DSB-99 and SCSI BuildIV Camsonant 6904 Parka East Elva. Sefefyfnlormaeen avelbble fmn Truro Plate I,utlWt%21e N. Lea Street Sullo 312. A..dda, VA 22314. Tampa. R W10 Job Tmss Tmss Type pty Ply T16319892 1612 Grp2 A T1 Roof Special 1 1 Job Reference 9onal Builders FlrstScurce, Plant City, FL 33566 8.220 s Nov 16 2018 MlTek Industries, Inc. Thu Feb Scale = two 4.00 12 6.x8 = SO, = Sx8 3x12 VT20HS = 2x4 II exl2 W20HS = 2x4 II 4,01 = 19 g-0-0 15-0-0 17-0-0 2d-0-0 308-0 37-8-0 Bd-0. 2A-0 6A41 n.an Plate Offset MY)— 2:0-0-O Edg 1 r6�0-2-12 03-0I r8:038 0-2-81 19'0-0-2 Edge1 rl2:Od-8 Ed el LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) VdeB Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.6812-13 >658 240 MT20 244119D TCDL 7.0 LumberOOL 1.25 BC 0.92 Vert(CT) -1.1012-13 >409 180 MT20HS 1871143 BCLL 0.0 Rep Stress lncr YES WB 0.72 Horz(CT) 0.21 9 n/a Na SCDL 10.0 Code FBC2017/TPI2014 MatrixSH Weight 175 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 "Except' 63: 2.4 SP M 31, 8-10:2x4 SP No.1 BOTCHORD 2x4SPNo.1 WEBS 2x4 SP No.3 REACTIONS.. (lb/size) 2=1444/0-4-0, 9=1444/0-4-0 Max Harz 2=-01(LC 17) Max Uplift 2=-018(LC 8), 9=714(LC 9) BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or2.2-0oc bracing. WEBS 1 Row at midpt 5-16.8-12 " FORCES. (III) -Max. CompJMaz.Ten. -All forces 250(lb) or less except when shown. TOP CHORD 23=361112345, 3-4=-3338/2088, 45=-3099/1999, 5.6=4433/2817, 6-7=.5114/3271, 7-8---5114l3271, 8-9=-3587/2238 BOTCHORD 2-16=-216213378, 14-16=-246714120, 13-14=3274/5416, 12-13=3276/5411, 11-12=-1973/3322, 9-11=-1972/3333 WEBS 3-16=-2941350, 4G 6=3841748, 5-16=12301747, 5-14=970/1627, 6-14=1975/1246, 6-12=510237, 7-12=395/391, B-12=-121211901, 8-11-0/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=166mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL3.Opsf, h=156; Cat II; Exp C; Encl., GCpi=0:18: MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 38-8-0 zone; cantilever left and right exposed • end vertical left and dght exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) -This truss has been designed for a 0ve 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 chard and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift atjoint(s) except Qt=1b) 2=618, 9=714. `%%%O PQU I N ,11VFW �. G E Ng No 68182 9 • SIF L[!: �4CC ,OR\0P,:N C1 . Joaquin Velez PE No.68182 MtFek USA, Ilea. I-Cart6630 6904 Pardue Past Blvd. Tampa FL 33610 Dale: February 21,2019 ®WARNING-VagydsMI pamwtasand READNO7E5 ON THISANGINCLODEDAMIENREITRENCE PAGE 4eA7474ray. IDa.V20fe BaWREUSE Owl, valid for useonywtth NGrel®conrecbre. Thb dosign Is based only upon pammelers shown, and Is for an IndNMual b 114 g oompanenl not a truss antem Before use. Me bWldLg designer mustvedy Me appricabNty of deolp parameters and propatly Incownte N6 design Ins, tbeoveran bugdngdosgn. Bracing hWloetetl Is b prevent touch" oflnlMdual Wee web an&crcionl members coy. AdditionWtempomryand,oamnantbredng O eNren required br ambl0yentlbproventm0epsewlN postible paaonel N)ury antl pmperydemege. Folgenoralgumanceregardingbe _ MiTek hbdcatlan, smmge, deWeeryry ereclmn end bredrg of buesea erN true anmw.see ANSWPJI Duafly Crflofe, DS8419 aM BWI Building Cmnponeof Sabrylnfarmagan available fmm Two Poem lnsMW, 218 N. Lea Sbeat Sude 312, Alexandra, VAM14. 6904Parxe EesaW. Tampa, FL W610 Job Truss Thee Type Dty Hy T16319893 1612_Grp2A T2 Roof Special 1 1 Jab Reference o gonal Builders FIrstSou,ce, Plant City, FL 33566 8,220 a Nov Thu Feb 21 05:57:54 2019 Scale=1:65.9 4.00 12 5x6 = 6x6 = 5x8 = 20 II axe = 4x6 = 6xe = 3x4 = 3x4 =4x6 = 64 = 3x4 = &10-14 11-0-0 13d-0 15-0-0 22.0-0 28.8-0 37-8-0 I I ,. I ..„,, i Plate Offsets (R.Y)— _f2:0-4-0,Edge1, f6:0-3-0,Edoel. f10:0-0-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In floc) 0de8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.83 Vert(LL) 0.52 14-15 >859 240 MT20 2441190 TCDL TO LumberDOL 1.25 BC 0.73 VergCT) -0.8614-15 >519 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) 0.18 10 n/a n/a BCDL 10.0 Code FBC20171TPI2014 MatrixSH Weight 184lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ian/size)2=144410-", 10=1444/0-4-0 Max Holz 2=73(LC 12) Max Uplift 2=-597(LC 8), 10-707(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or4-"oc bracing. FORCES. (Ian) -Max. CompJMax.Ten.-All forces 250(I1a) or less except when shown. TOP CHORD 2-0=.365012252, 3-4=-3099/1941, 4-5-2864/1858, 5-6=-4275/2715, 6-7=-4110/2600, 7-8=-4204/2691, 8-9=-333212075, 9-10=-361312340 BOT CHORD 2-18=-2066/3401, 17-16=-2066/3401, 15-17=-1830/3172, 14-15-2494/4204, + 12-14=-1777/3115, 10-12=2095/3381 WEBS 3-17=-583/443,4-17=-039/764,5.17=-MI356,5-15=-1204/1925,6-15=-1573/1077, 7-15=-254/186, 7.14=365/367, 8-14=788/1197, 8-12=-M61, 9-12=.279/360 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu"60mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; hell 5ft; Cat II; Ecp Q Enc6, GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0. Interion(l) 5-0-0 to 38-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64) tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=597,10=707. P(jUIN l VFW i�i No 68182 G S F •t[/: 'OAF '. � R 1 O P : p�PsS�r0NA1 ��C?`. Joaquin Velez HE No.68182 6hTek USA, Inc FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: February 21,2019 ®wARNMO- VarfydI paranwraas and READ NOTES ON 7MSAN0 INCLUDED AMVt REFERENCEPADE AwL7M rsv. 100]Ro156EfDRE USE D®Ign veld for use oelyv40 Mlrek®mnnecbm. This design Is based wl( upon parameters shown, and is form IMIWdud laudbg <nmponent not a era eefdre,ue,mubuilding des Into Neovera aPPh<aGGyaldedgn parametae end Pmpaly dread tseaustvMy0m m"de ldnedlladesign bulMbg design. BrecNg lb,toted la to pmvmitudN„gafh,tlMdud hula web end/wch<,d membva Doty.rgessnduid... endle,mene�ttreWg MiTek' forstabllityandtoprevdleaui, aewilhpoavblepe,eyate nf,ay and pmpe,ydemege. Fdrgenerelgukmrcengardl,g the f.10./arequl, fabdce8om atorraa�gadewery� arerAoneM brs<irg dfhueaef eM tribe systems, see ANSVIPIf Ovally CdfWa; OSBA9 prM BC51 sending Component e904 Pa,W EaatBhd. Safeylydormatlan Wand fees Teas Plate Ine tulm. 218 N Lee Sanest Suite 312. AlexeMda, VA 22314. Tampa. FL M10 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 1 J ' Center plate on joint unless x, y —��j►L��L�(�1��\\4 offsets are indicated. '( 64-8 dimensions shown In ft-ln-slxteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-es of rues 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. 0'116rr c1-2 c2.3 1 2. Truss bracing must be designed by an engineer. For tress individual lateral braces themselves 4 wide spacing, T I WEBS hq p O R �'•� n W 2 ° O O may require bracing, or alternative Tor bracing should be considered. 3. Never exceed the design loading shown and never A� 3 U a stack materials on Inadequately braced trusses. a of 4. Provide copies of this truss design to the building G7-e O°'' `� t- For 4 x 2 orientation, locate designer, erection supervisor, property owner and all other Interested parties. BOTTOM CHORDS plates 0- y+e from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of buss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane aljoint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSVTPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from ' Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUTPI 1. software or upon request NUMBERSILETTERS. cored, 6. Unlessshahs otherwtexce ebricalcontent ofNmt»r time of shall not exceed 19% at time of fabription. d PLATE SIZE PRODUCT CODE APPROVALS 9. Urdew expressly noteant , thisdesignIsnot applicablefor ICC-ES Reports: use green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 amber for dead load deffeclion. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 72. Lumber shall be of the species sire, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better Mthan that specified. 13. Top chards must be sheathed or pudins provided at output. Use Tor I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSIfFPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at g. spacing, or less, Hno wiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown me the responsibility of others. Indicates location where bearings 16. Do not cot 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. __® 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSIrrP11: National Design Specification for Metal 19. Review all potions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, iTek® 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSIrrPI 1 Quality Criteria. " Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10103/2015 4RROW ON THE TRUSS REPRESENTS ITS LEFT END 37-08-01) I �:I-'I��.�'_�'� I�'�'!'!'.l�'.!'�'.!•.!,l�lllllllll!'llllll�s �1►� �����������.����� III II�� II III II III II III II I • In III 11 � I� III-_ II 01 In II III' � - 'IrNWR ' __ III III III �'i'ii�il• 1� II � G It II I I II 1•II �1 11 IL II OBuNKS. FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone: (813) 759-5922 Fax (813) 752-1532 NtpJAvww.bldcwm - Per ANSU`rPI 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' ox.-unless noted otherwise (U.N.O.) -.Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first wntacting Builders FirstSource. - Immediately contact Builders FirstSource If trusses are damaged. Cection Notes: - AlAlhangers are to be Simpson or equivalent U.N.O. - Use Manufacturers 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 Field Supervisor are to verify all dimensions, trap locations, and options prior to Installation Dimension Notes: - Drawing not to scale. Do not scale dimensions ENCLOSED BUILDING (COND. [)(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 7urney Homes 1612 Grp 2-A FILE COPS Elevation A Lot Swing Left Revision Revl: Rev2: Rev3: 1 of