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TRUSS PAPERWORK
�® MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING 300 Brookside Avenue, Building 4, Ambler, PA 19902 � p 215-646-0001 - mulhemkulp.cam SCANNED March 7, 2019 �$, �i1�e�0➢9Y�o� Karen D'Onofrio WADE,IURNEY HOMES 3198 Aerial Way "} Brooksville, FL 34604 . — .4 Florida Division 1402 Model — Elevation A— Up to 1160 MPH Exp. C BFS ROOFTRUSS SHOP DRAWING REVIEW M+K Project #: 195-19004 WJH Project#: 022LWP005 — 5305 Hummingbird Way Reference Roof Truss Shop Drawings preparedbyguilders FfrstSource, Ina, 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. G ql Respectfully, 24. MULHERN & KULP STRUCTURAL ENGINEERING, INC. r _5 S E James G Frilling, P.E. Principal/Director of Operations 0�••- P P.•IdientFitesl195-Wadelumeyh1omes12019119004-LakewoodPark Commun#1022LWP005- 1402ALHI5ubmitta1sI2019-03-07-structsubmitta1I2019-03- 07- 1402 Model- Eleu A- FL RTShop Drawing Letterdocr � G � J „_ u w T C" ;L z Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 40_1400_A 2CAR - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Wade Jurney Project Name: 40_1400_A Model: 40_1400_A Tampa, FL 33610 4115 LaUBlock: Subdivision: B Address: City: State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. a oq Name: License # $y 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 20 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date Noeal# . S Truss Name Date 1 IT13151709 lAl 216/18 118 IT13151726 1-1J1 2/6/18 2 IT13151710 IA2 216/18 119 IT13151727 IVI 216/18 3 T13151711 A3 216/18 20 T13151728 V2 216118 I4 IT13151712 ICJ1 1216/18 I 1 1 I ^� erL I5 IT13151713 1216/18 I6 IT13151714 IC ICJ5 1216118 17 IT13151715 IEJ7 12/6118 8 T13151716 EJ7A J6118 9 IT13151718IGEt 2/6/18 10 T13151718 GR7 2/6l18 - I11 IT13151719 IGR2 1216/18 12 .1T13151720 GR3 12/6/18 13 IT13151721 H1 12/6118 114 IT13151722 1112 12/6/18 I15 I113151723 H3 1216/18 16 T13151724 1 H4 216/18 17 IT13151725 1 H5 12/6/18 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, IMPORTANTNOTE: 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 ANSYTPI 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 MTeles customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not Independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. ql ``1pu �0% ClUIN VF 8182 � . STATE OF Joaquin Velez PE No.68182 Mnek Usk Inc. FL Can 6634 6904 Paden East Blvd. Tampa FL 33610 Date: February 6,2018 Al Velez, Joaquin 1 of 1 Job Truss Truss Type oty Ply T73151709 40_1400_A_2CAR Al Common 1 1 Joliftefe,ance(coton.11 awleers nrswource, nam"ry,"aaaoo 18 say � ID:aUnBFG?10DngGdWvpXLGZ=gRJj.GB?IWnY 10¢A + 14-10.14 doe ass 4x6 = 4 scale-1:34.9 axe = Us = 3xa = U4 = 316 = LOADING (ps0 TCLL 20.0 TCDL 7.0 BCU- 0.0 ' n BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Ina YES Code FBC2017rrP12014 CSL TC BAB BC 0.58 WB 0.19 MatrixSH DEFL in Vert(L-) 0.10 VertfCT) -0.18 Horz(CT) 0.05 floc) gdefi Ud 6-7 >999 240 6-7 >999 180 6 nla nla PLATES GRIP MT20 2441190 Weight: 841b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc putting. BOT CHORD 2x4 SP No-2 BOT CHORD Rigid ceiling directly applied or 5-2-12 oc bracing. ' WEBS 2x4 SP No.3 REACTIONS. Qblsme) 6=743M-3.8,2=808103-B Max Ho¢ 2=74(LC 12) Max Uplift 6=316(LC 9), 2=393(1-C 8) FORCES. lib) - Max. CompJMax. Ten. - All forces 250 lib) or less except when shown. TOP CHORD 23=175011319, 3-0=-154011176, 4-5=154911203, 55=175211342 BOT CHORD 2-9=119011614, 7-9=70511094, 6-7=119111626 WEBS 4.7=3431506, 5-7=3091390, 4.9=3311495, 3-9-3041385 NOTES- 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.OpsY, h=15111; Cat II; Exp C; End. GCpi=0.18: MWFRS (envelope) and C-C Extedor(2)-1-0-0 to 5-0-0, Intedor(1) S." to 10.2-8, Exterior(2) 10.2-8 to 16-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 6 MWFRS for reactions shown; f illF� Lumber DOL=1.60 plate Onto DOL=1.60 3) This truss has been designed for a 10.0 bottom chord live load noncencunent with any other live loads. SIP ` u ( N ' �j psf 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3." tall by 2-0-0 wide ,� pCx G F2 fit between bottom ,��� E N g' • 10 N. Is, will the chord and any other members. % 5) Provide mechanical connection (by others) of truss to bearing plate capable of wUstanding 1001b upfift atjoint(s) except at --lb) No 68182 6=316,2=393. •�/Z 9 'T OF 411gS/ONA' a%%%"% Joaquin Vela PE No.68182 MRek USA, Inc. R. Cert6334 6904 Parke East Blvd. Tampa R.33610 Date: February 6,2018 A 1471MI O-Vallydeagnyvnnebs sndRFAD NOTES OR TIM AMI)MCLE)ED LasrEXRErEREfrCE PAWS 7473 rev: VVMQ1ISS RE OSE • Ded evdid fsuse mryw WTekWwnnec ides design is based omr upenpararnelen sln and Is Man 4n6wdaal Willing con,seet rest ��• etruaavysten. Sense use , tlm buadkry designs must venb dm ap,La=b , or dnypigaamemra aM lxogsb inesponts use design Use one event Wedngdesgn. SncamgiMrmMbropmrcnl EeskMC of hi6wdual Wza web andlortlroN mmMenstlT•A6gibrelRmpsaryand permarempnWp MlTek• b alley! reguuccedd (ssbbdtlyagto pnvem meapsev4N povsiWepemonal mjuy aW pmpartydamaga Fagneral Omdanm nagardng0e - len,emrage, delroay. <temonaM daWpm Wsvea sW Wss sysmms.see AN9,DiP11 Ouoey Comwe; DSSd9 end S<gl SuOding Compalenl eapEast Blvd. SsfeyIMorme Tea,M Wale ,lab ;ml All, I Job Truss Truss Type Ory Ply T13161710 40_1400_A_2CAR A2 Common 2 1 Job Reference factional) 6UIIders rustsoume, Plant City, FL 3MM 4x6 = 5.1306 sec 1O 110II MITek Indu5Vles, Inc. We Feb 0 Ue:Ueae 2U10 IIL& Scale=1:34.8 3xa = 1A = 3x4 = 3x4 = 3x6 = LOADING (psf) .SPACING- 2-0-0 Cat. DEFL, in (hoc) Well L/d PLATES GRIP TCLL 20.0 . Plate Grip DOL 1.25 TC OAS Vert(LL) 0.10 7-9 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 2-9 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.19 Horz(CT) 0.05 6 n1a We BCDL 10.0 Code FBC2017rrP12014 MabixSH Weight: 84 lb FT=,20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-1 oc bracing. WEBS 2x4 SP No-3 REACTIONS. (lb/size) 6=741/Mechanical, 2=80710JS Max Hor4 2=74(LC 16) Max Uplift 6=315(LC 9).2=392(LC 8) FORCES. (lb) -Max. ComplMax.Ten.-All forces 250(Ib) orless exceptwhen shown. TOP CHORD 2-3=-174611316, 3-0=1535/1173, 4-5=153911197; 5-0=1739/1334 BOT CHORD 2-9=118711610, 7-9=70311089, 6-7=1183/1613 WEBS 4-7=3391500, 57=304/385, 4-9=3311495, 3-9=3041385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=42psF, BCDL=3.0psf; h=15ft; Cat. II; Exp C; End.. GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-04, Interior(1) 5-0-0 to 10-2-8, Extenor(2)10-2-8 to 16-2-8 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 par bottom chord live Iced noncencu rent with any other live loads. 4)' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-641 tall by 2-00 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss cannections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except Gelb) 6=315, 2=392. 11 QPpLUIN,V.N- Z$ ENS .24� 1 No 68182 irz �91'. S OF 4U ,O N Joaquin Velez PE No.68182 Mtrek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 nl WAY M ibp An mot JoTrussb - - Tress Type 0ty Ply r40_1400_A_2CAR T73151711 Common 7 1 e r nce Builders BrstSource, :Planl City, FL 33566 7 MiTek'Indusbies. Inc. Tue Feb 609:09:202018 Pagel Say = 4.ao iz 30 = 4x6 = 31 = 4x6 = 3x4 = ,LOADING (par) -SPACING•. 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber COL 1.25 SCLL 10.0 ' Rep Stress Ina .YES x BCOL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.1'Excepr 13-15: 2x4 SP No.2 WEBS 2x4 SP No:3 REACTIONS. (lb/size) 2=1400103-8, 10=1400/033 Max Horz 2=116(LC 16) Max Uplift 2--W(LC 8), f0=644(LC 9) Scale-1:61.7 CSI. DEFL. in (loc) . Well l/d PLATES GRIP ;TC 0.77 Vert(L-) 0.30 14 >999 240 MT20 2441190 =BC 0.82 Vert(CT) -0.55 14-16 >782 180 .WB 0.76 Horz(CT) 0.15 10 rda Na MatdxSH Weight 169lb Fir =20% BRACING- TORCHORD Structural wood sheathing directly apptedar 2-2-0oc pudins. BOT CHORD Rigid ceiling directly applied or 4-3.6 x leasing. FORCES. (lb) - Max. ComplMax. Ten. -All forces 250 Cb) or less except when shown. TOP CHORD 23=-343WM7, 35=31192010, 5E=-216911516, 6-7=216911516, 7-9=31192010, 9.10=34352237 BOT CHORD 2-16=200213211, 14-16=15732621,12-14=15922621,10-12=198313211 WEBS 6-14= 62911048, 7-14=770/623, 7-12=-2391550, 9-12=37&417, 5-14=-7701623, 5-16=2391550, 3-16=3781417 NOTES• 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-se and gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opst, h=15ft; Cat. II; Exp C: Encl.. GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 18-2-12, Extenor(2)18-2-12 to 24-0-7 zone; cantilever left and right exposed; end vertcel left and right ex xwd;C-C for members and forces 8 MWFRS for reactors shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This Vuss has been designed for a 10.0 psf bottom chord live load nanconcu ent with any other live loads. 4)' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-04) tall by 2-0-0 wide W11 fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 Ib uplift at joint(s) except (t=1b) 2=644, 10=644. OPQu IN 1 V. 4' .' J GENa No 68182 <%, 4o F, �t'03 I,.- N e,""It /ONA� E�C��. Joaquin VelaPE No.68182 Mlfek USA, Inc R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 QWARNINO•VM17•Qesl�pamrm�aW{EADIWTES ONTM3/WPPICLeaEelnfIXREiERENLEPAa9N0.rQ]mv. 1MP]/NISaETOFBUSE egym valid Muw mlywM MmekW mraiemva TNsdeeipila 6ara4 oNy Won Panmehn ebvrvn, md'u farm bNNtluL dJlfmp mmporent not ��' ei¢z aysbm. Bergeuee, ero bueaby deaiprermustve41y4u epp8mtlr4ybde P mem inenmaab tlJa dealpn Nth be ovema mmo. buM p4eelpm BmcvghrdoatedbbpmvmRbuJfipalbi6vblualplrawebaMlorxToNm<mbenomy. MiTek' isalwaya reWbe4fa efabSaymdlopmenlmOaPxrM pasvbb pa -anal bjuy aN ptapeJUNS ga. �w pibe atl hues sysbma se AN$urPr oaeery Criroda psaABeM aCSl9uilbing Compommt uart,C iada.D 9 and 6a84Parte laetelv4 Gaff.Wpoaebmpe.4eYvery.emcronmebmwaamusea 6alsry Infomedon Tampa R 368fa Job Truss Truss Type Oty PIy T13151712 40 1400 A-2CAR CJ1 Comer Jack 6 1 e na Builders Fin4f ource, Plant City, FL 33556 5.136 s Sep 15 2017 MTek Industries, Inc. Tue Feb 6 09:09202018 Page 1 1-0-0 Scale =1:6.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Idd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC20170TP12014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or9-0-0 oc pudins. BOT CHORD 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/s¢e) 3=d/Mechanical,2=121f0-3A,4=10/Mechaniwl Max Horz 2-00(LC 8) Met Uplift 3=5(LC 13), 2=119(LC 8) Max Grav 3=16(LC 8), 2=121(LC 1), 4=19(-C 3) FORCES. (lb) -Max. ComplMax.Ten. -All forces 250(lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-semnd gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psC h=15ft: Cat It: Exp Q End.. 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 for a 10.0 fist bottom chord live load nonconcunent with any other live loads. 3)' This truss has been designed for a rive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 8t 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 withstanding 100It, uplift atjoings) 3 except al -lb) 2=119. oPQUIN f V6, \1 F No 68182 S 4IR IV S10NX 11111100 Joaquin Velez PE No.68182 MITek USA, Inc. Fl. Carl 6634 6904 Parke East Blvd. Tampa R.33610 Date: February 6,2018 AWA G. yd gnpa maths andReAO ROTES OR TMS AND WCL1 MAfiEK REFERENCE PAGE N6T4T3 ay.faQY1016HEFORE USE Day, vatic W ux my v an WaM wnMtlma.lMs deal, Is bases layelan parameters ae . and it for an hdbidual building ampaneal rat a lax system. Satan, use. the building design must vedy dat applicability of devgn panmefen and pmpedy houporab rids deafo Inca Bat avera0 buadhpdealgl. B2phglndratedbbpla'rererdWhbspolhdivWualbuss,aManNadatramembemony. Add4lonaltuapeneyaMcemimatatbraring MiTek' Is aMaya reautrea la sfa63ayalM la PasveM mOapxwiM posvbb personal hjuyana pmpedy damage. FagaurdlgWdaax,nepadmgha labdpatlw.srorapa, aeuvery. erection srq braz'vg oltruaxa entltrux systems, xa ANSMI1 Quality Cdbde. OS849 and 6=1 Bending Component 69a4 Parts East BIM. Safey Infoanedon ava Ne( Truaa RabaxuExde,218N.txat Street,Slate312.AIesa .VA22314. Tampa. FL 36610 Job Truss TNss Typo y lc,7'p'-' T13151713 40 1400JA_2CAR CJ3 Corner er Jack Lb Reference (ODlionall Builders F9sl5ource, Plant City. FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Too Feb B 09:09:21 2018 Page 1 ID:aUnBFG710DngGd W vp%LGZmgRJjghhABpayoCskGYJ5WYe8PwZkiNl2psAMEW UjhnvHS r -trip i 3-M 1-0 0 3-0 O Scale -1:9.4 3-0-0 LOADING (psQ SPACING- 2-0-0 CSL DEFL. in Coo) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Verl(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Ven(CT) -0.01 2-0 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: ll lb FT=20% LUMBER- BRACING- TOPCHORD 2M SP No.2 TOPCHORD Structural wood sheathing directly applied or 3-0-0oc purins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on bracing. REACTIONS. gli/size) 3=63/Mechanical,2=178/0-3-0,4=28/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=58(LC 12), 2=-130(LC 8) Max Gray 3--63(LC 1), 2=178(LC 1), 4=56(LC 3) FORCES. (ib) - Max. CompJMax. Ten. -All forces 250 Ob) or less except when drown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=3.OpsY, h=15fC Cat II; Exp C: End., GCpi=0.18; MWFRS (envelope) and C-C Exterlm(2) zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconwnenlwith any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom Mom in a8 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 100Its uplift at joints) 3 except Ut=lb) 2=130. ``t%J111I111/f1�,, ,,`% %OPpUIN No 68182 CCZ •• F 1JJ 0` <4. Joaquin Velez PE No.68182 MTek USA, Inc. FL God 6634 6904 Parke East Blvd. Tampa R 33610 Date: February 6,2018 AWARNINO•Vmllydesl9npar r,e4n BMRE40 NOTES ONTNISAADOICLUBED MRIXRa{ERENCEPAGEBE6TIrJrev. feDY10/56EFORE USE Design valid W use anly r MneMcenedera. Tlda design is based only Wen p rureters sha .aMu fman ln"dual build, mmpmrent. ret ��• a W. system. Berme... the W90hq designer muet vedb M.,pli abddyOt deep parameter and pmpedy Moapmats eda deal, brio the coarse bu5d1ngdesi9n. MiTek' evM pessdb pe labdeati IveOeMSMII Fality"lria.0349an stara,.dekwly andMhuriuryeM fabdeaepm ater9e, tleevery,erceon eiq brdepWWssea antl hula systems. see ANSVTPI1 Quality Cdteda.OSBA9 end eC3l Building ComppnaM SCSI 0aMalvd B. Salary Inrormpam arallaMahmn Tnra pWia NSEWte.219 N.lee Stre4 Suite 31;AbaanNe, VA 2Tl14. Tama. pa. Fl 360i0 M J ob Tress Tress Type Oy Pty T73151714 40_1400_A_2CAR CJS Comer Jack 8 I Jab Referenceloofonall Builders FntSource, Plant City, FL 33566 3x4 = 6.130 s Sep 15 2017 MITek Indushies, Inc. Tue Feb 6 09:09:22 2018 Page I ID:aUnBFG?IODngGdWvpXLGZ=gRJj-91EYL9baZW_buhKH4F8Nx8Se66g=G6KbuF2GRznvHR Style a 1:12.7 LOADING (ps0 SPACING- 2-0-0 Cat. DEFL in (loc) Udell L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 125 TC 0.54 Vert(LL) -0.03 2-0 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 24 >909 180 RCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight 171b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/sIze) 3=122/Mechaniw1,2=247/03A.4=481MechanimI Max Horz 2=105(LC 8) Max Uplift 3=-108(LC 12), 2=153(LC 8) Max Gran, 3=122(LC 1).2-247(LC 1).4=96(LC 3) FORCES. (lb) - Max. CompJNlax. Ten. -All forces 250 Cb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oo 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=42psF BCDL=3.OpsF, h=151t; Cat. If: Exp C; End., GCpi=0.18; MW FRS (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 for a 10.0.par bottom chord live load nonconcunentwith any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will M 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 Be uplift atjoint(s) except Ut=1b) 3=108,2=153. oPpUINev.4'$ ,N �` J O E N S No 68182 09 1.S7' OF ' 14UZ Off. A' �ONAI ,EN%%`:k Joaquin Velez PE No.68182 Mlrek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa R.33610 Date: February 6,2018 QWARN4V0-Ver/ydeslgnparamebseerld READ NOTES ON iMa11N0INCLUDEDYIIFI(REf£ltEtICEPAGBRN�7Qirtv. fO4YN1aB60RE USE Oeslgn vaeabuse pNy wlN MTekW conneapn. TNa design bbasedwgyupan pammelan shown. e�MM1faan b6Wdwlbuldup ovnpanenl nM �'• a Wsa sprem. Belle use.tlrebuadmp 4eaignermust veMy Ne appecahlilyartlesign parame'sn arW plvpedy lnpepmab tli1 design brio Me werag GulCup tleaigti Bracing lndicabd is to pmvenlWGgng ofbdividualhuss web endbrpMA memban mdy. AddlEowl bmporaryand pemunem Craanq MITek' laasxays regwed lu sbbPty all to prevent a6 pse with poaa0bpermnal bluyetlpmpeANSMge. general gudarlw regaNvp M1bdcatlm, moraga, de4very,erectlon and bratlny elbusxa all Vasa aysbma. aee AN9gfP110wliry Comda.OBBdB and Besl Building Component QualityBest Pall BNd. SeM1ry Infarmadan avaibtle brim Trvss Plata batiMe, 216 N. Lee street Sib ]12Absanbla. VA 22314. T6904 .,Padre Tampa FL 36610 -7 ��. � � l; I A I -- r I e .. Job Truss Truss Type Dry Piy T13151715 40 1400_A 2CAR EJ7 Jack -Open 18 1 re Bulders FirctSource, Plant City. FL 33566 8.130 s Sep 15 2017 MTek Indusldes, Inc. Tue Feb 6 09:09:23 2018 Page i ID:aUnBFG710DngGdWvpXLGZ gRJjd4owZVCCKgOSWwTezgcUJPk[Wx8WjMTgY7bouznvHO -1-0-0 7-0-0 _ I 3x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d TCLL 20.0 Plate Grip DOL 1.25 TO 0.88 Vert(LL) 0.14 24 >567 240 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.21 24 >397 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2017frP12014 MabbcSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. Bbtslze) 3=166/Mechanical,2=31810-",4=81/Medlanical Max Horz 2=138(LC 8) Max Uplift 3=135(LC 12), 2=179(LC 8), 4=1(LC 12) Max Grav 3=166(LC 1). 2=318(LC 1).4=125(LC 3) FORCES. (lb)-Max.CompJMax.Ten.-AOfomas2500b)orlessexceptwhensho . Scale: 3t4'=1' PLATES GRIP MT20 2441190 Weight 23 to FT=20% BRACING - TOP CHORD Structural wool sheathing directly applied or 2-2-0 oo pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3seoond gust) Vasd=124mph; TCDL=4.2pst,, BCDL=3.Opsf, h=150; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-" to 5-04, Interior(1) 5-0-0 to 6-114 zone; cantilever left and right exposed ; end vertical left and right exposed;GC for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) • This truss has been designed for a rive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4 except (jt=1b) 3=135,2=179. J%pPQUIN4V. ii No 68182 irz 10. S<G% OF �� �,ss'. ...... Joaquin Velez PE No.68182 Mtrek UK Inc. R. Carl 6634 6904 Parkas East Blvd. Tampa FL 33610 Data: February 6,2018 AWARNINO•VesNydealgnpanmehnerMREAO NOES ON TNISANDINp.00E0YITENREFER WPAGEM0.YM] .. id0.YMr5EEFORE 05E Milan vaM Muse"N 104 Wilde wrmedwe.Thhi design 6 basedndy upon paamelMs Mown and 4W.n Indr1cual bulkUn, mmpinen% rmt �� Wee uptem. Bebreuse, the building deslgnen,nl with the applicability oldeslgn panuuee and properly InaxPmaw Ns design Into the mend bu0dingdeslgn. MOW u eMaya ncubetl rnsdbWty and tp prevanlwaapse wNi posmLb pemonal inppy vtl pmpeMdamape. ForgeneralgWdancercgarQmgoe (apdcagon. Uonpe, tleevery, ereManeM brac'ug of Wssea midbwsyslems, eee ANSITPI1 Duelity Cnnda, OSBAS and SCSI Building Component 6W4 Pmxe Said Blvd. Ser�ry N(arme0on avalablehum Tnae Rath Inee.218N.Leeabets,5d<3t2,Alexentlria.VA22314. Tampa.M 35610 Jab Truss Truss Type Dry Ply 1 T13151718 40 1400_A 2CAR EJ7A Jack -Open 2 1 Job Reference (o2fionall Sunders Firstsaurw, Plant Uny, rL=105 8.l30 s Sep 15 2017 MTek Industries, Inc. Tue Feb 6 09:09:23 2018 Pagel ID:aUnBFG71ODngGdWvp%LGZaqR4.d4owZVCCKg6SWNTezgcUJRoW?eWelTgY7bcuznvHO 7-0-0 7-0-0 LOADING (pst) SPACING- 2-M Cal. DEFL. in (loo) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 6-7 >999 240 TCOL 7.0 Lumber DOL 1.25 SC 0.38 Vert(CT) -OD2 6.7 >999 180 BOLL 0.0 ' Rep Stress Ina YES WE 0.35 Hom(CT) 0.01 4 Na We BCDL 10.0 Code FBC20171TP12014 MatrixSH LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=61/Mechanical, 5=157/Mechanical, 7=663103-8 Max Harz 7=138(LC 8) Max Uplift 4=55(LC 12), 5=157(LC 1).7=553(LC 8) Max Gray 4=61(LC 1), 5=174(LC 8). 7=6631LC 1) FORCES. (lb) - Max. Comp,JMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=1232/534 BOTCHORD 2-7=47011249,6-7=47011001 WEBS 3-7=-585/1182, 35=10821508 PLATES GRIP MT20 244/190 Weight: 29lb FT-20% BRACING. TOP CHORD Structural wood sheathing directly applied or 5.1-9 oc puriins. BOTCHORD Rigid ceiling directly applied or 6-0-0 no, bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; Cat II; Exp C; End., GCpi-0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0. Intedor(1) 541-0 to 6-1141 zone; canbtever left and tight exposed ; end vertical left and tight exposeQC-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconci ment with any other live loads. 3) • This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3S-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girded(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) 4 except DFIb) 5=157.7=553. aluiNrvF� .,. ENSF;� NO 68182 ?9• SfR �Z P N_ Joaquin Velez PE No.68182 MRek USA, Inc. R. Cert 6634 6904 Parka East Blvd, Tampa FL 33610 Date: February 6,2018 AwAwelfornaont, nWek*caaarq nE4p NOTES ONrNISANp rey.16aV2ar56EFGoEUSE upon am61lensiEFERENCEPAGE4rrF71x1 THatlealpnbbaxctel aPaeparaneta n. Svpmmota,a ed Beeipe vaatlrartvent... indvlya ��• 1h.buk®cvmedvs ea al.09 Belleuse, Neadl1. tgeeeyaermaetg .lags p.ParlWan tie appfmN4ryolaeelpi parameters property Incomotera ft tlealgn,nb4roatbal tdi dNGnptleeipn, errm¢a�cataabmp�aaeeewaseaarmd,;aamm,aaw<batalmmamaniwenmly. Amwnaltentpoveyampemia�rearmadnv atl era a MiTek' la always rsVWrttl barabary ell b prtventmaapeewM posvbb personal Nkey all property .a aanal f+Mwan4 atonge, daYvarY•erecUonari46ra]W oraas`<saM Wes syeL�na.fea ANSM11uaerlipy Critadpa, D3849BestBuilding Component SeM1ry InrwmWon avapabbbim Two Prob bueade, 218 N. Lee atreel aivro JI; AIexaM4a, VA i2a14. 6904 TvaP 3EM 861BNQ Tampa. R 38610 ne Ali oil Zil Oak Job Truss Truss Type Oy Ply 113151717 40 1400 A 2CAR GE1 Common Supported Gable 1 1 1' I Builders FirstS_qurce, Plant city, FL =66 8.130 a Sep 15 2017 MRek Industries, Inc. Tue Feb 6 09d1925 2018 Page 1 ID.aUnBFG710DngCdWvpXLGZ=gRJj-ZSvd1 AdTrRMA182s1Oi4Zk4DUJjK bXmHSULsm vHO &B8 O6-0' g8e TBJ FP' 6 7 Scale=1:34.9 314 - 21 20 19 18 17 16 15 14 13 30 - 30 = es..sd 14P0 I� OffsetsElate LOADING (psO SPACING- 2-M CS1. DEFL, in (loc) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 - TC 0.28 Ved(LL) 0.00 1 n1r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.01 1 Nr 120 BCLL 0.0 ' Rep Stress Ina YES WE 0.15 Horz(CT) 0.00 12 Na nda BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 90 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOPCHORD Structural wood sheathing directly applied or 6-041oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oo bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-5-0. fib) - Max Hom 2=74(LC 12) Max Uplift All uplift 100lb or less atjoint(s) 12, 19, 20, 16, 15, 18 except 2=120(1_C 8), 21=166(LC 12). 13=175(LC 13) Max Gray All macbons 2501b or less at joint(s)12, 2,19, 20, 16, 15,18,17 except 21=305(LC 23),13=319(LC 24) FORCES. fib) -Max. CompJMax. Ten. -All forces 250 fib) or less except when shown. WEBS 519=1061253, 3-21=-2091463, 9-16=107r254, 11-13=2161500 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.Cpsf; h=15ft Cat 11; FV C; End., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) A-M to 544. Exlerlor(2) 5-0-0 to 10-2-8, Comer(3)10.2-8 to 16-2-8 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and farces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the Buss only. For studs exposed to wind (normal to the Face), see Slander Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfrPI 1. 4) All plates are 20 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chard bearing. 6) Gable studs spaced at 2- U cc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 8) a This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 12. 19, 20.16. 15, 18 except of=lb) 2=120, 21=166,13=175. 111111111111111I `�t%1PpIUIN VFW •,,, �% % �� G E N g . F� No 68182 CC z �-J3 S OF •141Z ,0%, cC R s`S�ONA� Joaquin Velez PE No.68182 Mlrek USA, Inc R. Cad SW 6904 Parka East Blvd. Tampa FL 33610 Date: February 6,2018 AW4RNING- Valy dinlgnparameaeax endR NOMS ON MIS AND MMUDED IBnEXREFFRENCE PAGE11111i sec 1061M58EFORE USE Deelgn valid br use"wIN MuM admz. TNs dell, b baxd md, upon 9aramakra iffid� aM b Ad an IndMdual Lugt,pmlgvient not a Was system. Belle vse. Be bu dtl gdesigner muM calf, Ne.1plictiGlY al deai, udametm and Mpedy Naaparab Dds deign brio Dm o nail bvedingdeelgn. WOW b sways aeautrM lmsbbLyaiq bpeveMwilapsawiM poss3le personal inhvyaMpaopeRydamaga. eralgafdanwrpulBKaN aeirvery, and of Wseee 1guany Canada. D98a19 uM BCSl Building Compenom uidity AtUi, Tana Pan Fasl Blvd. Win,Burman saley Inlom,edon evalaNe Tam Tmaa Pbla InsaWta, 218 N. Lae Street sidb ]12, NeaenGb, VA 223II. aWIn LeeS",atSufte31 VA Tampa. FL 36610 Job Truss Truss Type Oly Pry T13151718 40 1400_A 2CAR GR1 Hip Girder 1 q L b EhIfkLe.w (optional) Builders FirslSouma, Plant ary, FL 33556 7-0-0 7-S 7-7-0 a.130 a Sep 15 ZU17 MI rex NAILED Special NAILED NAILED NAILED NAILED 4.00 12 7x10 = 2x4 II 5x8 = 4x6 = NAILED NAILED NAILED NAILED NAILED NAILED 3 14 15 16 4 17 18 195 20 21 6 22 23 24 Inc. Wa Feb U UU:ue:zo ZVIV Special 7xIO = 7 Scale =1:62.7 1.25 26 27 - 23 29 30 31 32 " 33 34 35 - 2.411 NAILED NAILED 6x12 MT20HS= NAILED 6x12MT20HS= NAILED NAILED 2.4 11 Special NAILED NAILED NAILED NAILED NAILED NAILED Special LOADING (psQ TOLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017/TP120I4 CSI. TC 0.84 BC 0.80 WB 0.90 MatrixSH DEFL. in (loc) Odell Ud Vert(L-) 0.85 11-12 >512 240 Vert(CT) -1.19 11-12 464 180 Horz(CT) 0.21 8 n/a rda PLATES MT20 MT20HS Weight: 3551b GRIP 2441190 1871143 FT=20% LUMBER. BRACING - TOP CHORD 20 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or3-6-14 cc pudins. 35,5-7:2x6 SP No2 BOT CHORD Rigid ce8ing directly applied or 6.7-15 cc booing. BOT CHORD 2x4 SP No.1 *Except* 11-12:2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. gb/sice) 2=2907/0-35, 8=29071038 Max Hoe 2=48(LC 13) Max Uplift 2=-1597(LC 4), 8=1597(LC 5) FORCES. (lb) - Max. ComplMax. Ten. -AII forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-3=8228/4394, 34=12088/6543, 4-6=12087/6541. 6-7=12075/653 7, 7-8=A230/4395 BOT CHORD 2-13=4115f7736, 12-13=4100/7693, 11-12=6424112073, 10-11=-4058f7694, B-10=4072/7738 WEBS 3-13=233f758, 3-12=2524/4726, 4-12=9771767, 6-11=989f771, 7-11=251814711, 7-10=233f760 NOTES- 01111111811 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as folows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6- 2 rows staggered at 0-9-0 oc. ,`%% V !!!' )N �� ppV �� ���� Bottom chords connected as follows: 20 - i row at 0-9-0 Do. )� : Ci E N S •. Webs connected as follows: 2x4 - l row at 0-9.0 cc. `��� 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face In the LOAD CASE(S) section. Ply to No 68182 ply connections have been provided to distribute only loads noted as (F) or (8). unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (Mecond gust) Vasd=124mph; TCDL=4.2pst. BCDL=3.Olast h=151t; Cat 11; Exp C; End., ; GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.60 plate grip 10. ; DOL=1.60 9 SAF :4U 5) Provide adequate drainage to preventwaler ponding. 6) All plates are MT20 plates unless otherwise indicated. 0'• [[/ ��� T•P,: 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcu ent with any other live loads. �j�(CS • R.• 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-M wide �N,�� Ill S� ........ �� ``� fit between and any other bers. to !!!!/Oiiii110,1, 9)Provide mechvoill anical coonnectiod(by others) of hum baring plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=1597, 8=1597. Joaquin Velez PE No.68182 10)'NAILED" indicates 3.1 Od (0.148'x3') or 3-12d (0.148'x3.25) toe -nails per NOS guidlines. Mlfek USA, Inc. R. Cart 6634 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)161 lb down and 168111 up at 6904 Parlor East Blvd. Tampa FL 33610 7-M. and 161 lb down and 168lb up at 295-8 on top chord. and 4491b down and 284lb up at 7-", and 449 lb down and 2841b Da1e: up at 294-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. FebrUary 6,2018 ON aev.1, USE FDdUfEN REFERnal NO•Vsscol, IsWOEdm-T4T3 van Woosfsnantl .TintsOTa6 sedonD upon ors poent not DwIgnw aesdwdy uponp amehn abawn, anamreran bdNdualbol&s oIn-th.nl not ralidrorBeaonlyw. . boss Meepprxnarseldeel%orpanmemnend".Adinmpwam Mbdesign intoaeoverag ailiaryamm. eerpeuse,MeeugtlMgde9gnn musrg flnebekaloonnedere.Thmddly" Wldingdeelgnarorepbxnca b of peimaneni loading lntivbutlGsonal �srt M)Tek' r Ay enMoNmem6eneNy.Atldisonalmmporaryand m ahnyon,%Wsdrwither,.ned.andb..Voftrusssandtrss possible pMe and! po oorpsesith and paopeATISM1rtY e.Fwgenenlna. systons. s 1Oueliry Comde.OSad9 end aCSl Building Component hbriradon.atotiosnuut,ls nuss 6laeMgoteeaeee end OW Send Aria. Perko G sStopmme,see safety In(ormegan evaiWNe from TrI¢a Porte MaeMm.218 N. Lee 6treN. Slim 312, AbaaMda, VA IIJ14. . VA Tampa. FL 36610 T. 361310 Job Truss Truss Type Oty Pty T13151718 40 1400A_2CAR GR1 Hip Girder 1 r guilders FrstSoume, Plant City, FL 33566 8.130 a Sep 15 2017 MTek Industries, Inc. Tue Feb 6 09:09:28 2018 Page 2 ID:aUnBFG71 ODngGd Wvp%LGZ¢gRJj¢icpcCgLBMkk=RRWGnBNiazXbEBm%CzpiMTSmvHL LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25. Plate Inaease=1.25 Uniform Loads (plq Vert 1-3=54, 3-7=54, 7-9=54, 2-8=20 Concentrated Loads (Ib) Vert 3=112(B) 7=112(B)13=-449(B)10=449(B)14=112(B)15=112(B)16=112(B)17=112(B)18=112(B)19=112(B) 20=112(B) 21=112(B) 22=112(B) 23=-112(B) 24=-112(8) 25=-61(B) 26=-61(B) 27=61(8) 28=61(B) 29=61(B) 30=61(B) 31=61(B) 32=E7(B) 33=E7 (B) 34=-61(B) 35=61(B) AWARNINQ-VWNdeVynpvnmelen andREAQ NQ1E9 dl TN1SANB eIttUO®MITEI(REFERENCEPAGEM67QJrev. 169LIer5li6ORE U5E Oetlgnvaidfor use onlyv MiTelrgr cwnectors. Ttlt detlgtt 4 based orgy upon parametes sbowr, and 4b an brGWdwl building cpmpon,t not - a bvtasystam. Beroreuse, me budting desknnerrdwrity" appbmbft otdetip parameters and property Incorporate Nis design Into megvera0 bWdingdeap. Bradng itNbted4bprswntdrtk6lp albdvidual Euaavtb dnNwtlwr0 members only. AtlditlarW 4mporary end permammbradnq Mffek' 4ateayerequ I sUbUya by Mcotapse pOs Tbpersoruk*Ny It rtydamage. Fw general puidanw regarding ale 4brkadon, eturapa, deWery. erection and bradng olCutlet atM buss sys4mt. eee ANSIRPI1 Quality Criteria. 05049 end SCSI Building Component 69g9 PaM East BN1 Sa4ty lnfarmegon a+agaMakan Truta P441nttl44.218 tL Lee Sbeet Sui4 31;Abaa�ia, Vw22319. Tan u. s. M10 c Job Truss Tmu Type Cry Ply T13151719 40 1400 A 2CAR GR2 Roof Special Girder 1 1 Builders FPslSource, Plant City, FL 33506 6.130 s Sep 15 2017 MTek Industries, Inc. Too Feb 6 09:09:31 2018 Page i ID:aUnBFG710DngGdWvpXLGZczgRJj-OcHyEEiDRH6JT3WO6epUp7K4vkapO76egnx04CTRvHI 1 7-0 114L10 16-1d 18b14 23-0.8 1:1 30.114i 368a 7 ]." 04-10 4-6-10 35-10 3& a 3-2-8 4A 5N -0O i1, NAILED 6xl2MT20H8 = 'NAILED NAILED 3x4 = .4.00 12 _e..N.l NAn FD 1ul II dv10 MT9nHS= 3x4 = 5x6 = 6x12 MT20HS = Scale=1:64.7 5x12 = 17 22 16 23 24 25 16 14 13 6x12 2x4 II NAILED 8xl4 MT20HS = 4x6 = 10x16 MT20HS = 4x6 = Special NAILED NAILED NAILED LUS26 LOADING (psi) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M CS]. Plate Grip DOL 1.25 TO 0.92 Lumber DOL 125 BC 1.00 Rep Stress Ina NO WB 0.85 Code FBC2017/TPI2014 MatrixSH DEFL. in ([an) Udell Ud Veri(LL) 0.96 14-15 -453 240 Vert(CT) -1.38 14-15 >314 180 Hom(CT) 0.19 11 rda Na PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 198 In FT=20% LUMBER- BRACING. TOP CHORD 20 SP M 31'Excepr TOPCHORD Structural wood sheathing directly applied. 8-9: 2x4 SP No.1, 9-12: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-3 oc bracing. BOT CHORD 2x6 SP M 26 *Except* 11-14: 2x6 SP No.2 WEBS 20 SP No.3'Except' 9-14: 2x4 SPNo.1 REACTIONS. (lb/size) 2=2447/0.35, 11=1880/038 Max Harz 2=68(LC 12) Max Uplift 2=1371(LC 4), l l= 891(LC 5) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shaven. TOP CHORD 2-3=-681513709, 3-0=5352/4660, 4.5=5351/4660, 5.7=9365/5100, 7-8=7595I3920, 8-9=783814063, 9-10= 49052402, 10-11=51172463 BOT CHORD 2-17=3488/6406, 16-17=-347316364, 1576=-5019f9365, 14-15=A563/8669, 13-14=2098/4308, 11-13=2286/4811 WEBS 3-17=241/675, 3-16=1244IM3, 4-16=A21/343, 5.16=1134/493, 5-15=74/323, 7-15=-6831935, 7-14=137W874, 8-14=-2595/1391, 9-14=-2448/4624, 9-13=213/478, 11111111 / f� NOTES. `�� J .• %G E NS'' o; o 1) Unbalanced mail live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (35econd gust) Vasd=124mph; TCDL=4.2psk BCDL=3.Opst h=15R; CaL II; Exp C; End., i GCpi=0.18;MWFRS(envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DCL=1.60 plate grip Z NO 68182 DOL=1.60 * '; 3) Provide adequate drainage to prevent water ponding. _ = 4) All plates are MT20 plates unless otherwise indicated. '0 5) This truss has been designed fora 10.0 psf bottom chord live load nanconcunent with any other live loads. 6)'This buss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3&O tall by 2-0-0 wide Ill: 000.. S F 411 will fit between the bottom chord and any other members. iC, � ej '•; 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jl=1b) (C F{ ����SS�O 8) Si US26G411d0d Girder, 3-tOd Tmss, Single Ply Girder) or equivalent at 16-IA from the left end to conned face t N A� E?�`�, Use ) m front bottom 9) Fill all nail holes where hanger is in Contact with lumber. Joaquin Velez PE No.68182 10)'NAILED' Indicates 3-10d (0.148x3') or 3-12d (0.148'x3.25) toenails per NDS guidlines. MITek USA, Inc. PL CIA 6834 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)164 lb down and 168111 up at 6904 Padre East Blvd. Tampa R. 33610 7-0.0 on lop chord, and 449111 down and 284 lb up at 7-M on bottom chord. The designtselection of such connection device(s) is DaN. the responsibility of others. February 6,2018 12) In the LOAD'CBAI�SE(Sr)) section, loads applied to the face of the truss are noted as front IF) or back (B). LO��ggS lveSt�Bs1�BAparamebeaaNREAONOTESaNWMANDa1CLapEaa1RD(REyERENCEPAOEN67473on, faaYlaf3BEFOREUBE Design vatld foruse oleywith hhTakOogmerfma. Thbdeslgn is based only upon parameters shrno.und isforen lndvidual bw1dng onnrwront not a buss aysten. Bete s usa.N. baste deslenermustvedfy the epphiczhh4ty Nde*n parametersand,ro ey Inmmmats Cut design 44e the.9 build gdeslpn. MOW is Nvayampuhed(>s66atyaM to prevenlm0apsewiM posvLb personal hyuryeM property dama8e. Far Senentguldancereganling Me fab4ca0on, etorape,delivery,emo6en ggbtatig cl5uzsea and buss spb:ms,see ANsuri Quality create. 03849 end east Building Component 6904 Pglm Ears Bond. Safety Informetlon arguable hours Truss Plata luouts. 218 N. Lee shoe, Still 31Z AlexaMrl, VA 22314. Tampa. R 311610 Job TNss TNss Type Dry Pty T73151718 40 1400 A 2CAR GR2 Roof Special Girder 1 1 Job R ren Builders F3stSource, Plant City, FL 33566 6.130 s Sep 15 2017 MRek Industnes, Inc. Tue Feb 6 09:09:31 2018 Page 2 ID:aUnBFG?1ODngGdWvpXLGZ=gRJl-OeHyEEiDRH6JT3W06epUp?K4vkapO76egnz04OmvHl LOAD CASES) Standard 1)Dead -Roo Live(balanced) Lumber Incn:ase=1:25, Plate Increase=1.25 Uniform Loads (pip Vert: 13=54, 3-5=54, 8-9=Sq 9 12=-54, 2-11=-20 Concentrated Loads Qb) Vert 17=-449(F)3=-112(F)15=7M(F)18=-112(F)19=112(F) 20=7(F) 21=7(F)22= 61(F)'23=61(F) 24=65(F) 25=65(F) AWa Q-VagyeaignParameNn anaaado awes ovgwsaxPtvctuam4lnFxa rrmrFPdcaem.74nre..laronorsasaRerue ■■ Design edid for use only w b ek®annaema. Tlds design Is based anal upon peametaa sl� and Non an individual but"anmmlent at a Was system.Be(me use. the Wildngdeeipnw must vehfy Me applkxtifa, at desgn parameba and Pv erl, Nmryarate ads des®n Into hm oreral Wgd'mgdaeyn. anWgisdicaNdbtopmv<ntbucYgng Plbgisddual Wae vreb andlm pboN membea ary. PadtianalNmppreryand pemutmsdhaarp MiTek' N aMayarepuhMh.+stae r, eMto in,s and PmpeA damage. Fwgerounta, fabrication. elivery,eboanTas bmcmgpl Wsaes andbra,of tanssandapenp is Wveallemx see An.VA Quality CriaM,pBBA9 end BCal Building Cemponan[ DS 9andB SI BB East Bl� Satan, aeNylnbsmvtlona latle ham TNSa Plate institute. 218 N. Lea 5bee1, Bwle Jl;NesoMrla, VA �2114. N. Mill Tampa�FL 3gB1p ,R. Jab Truss Truss Type Oty Ply T13151720 40 1400-"CAR GR3 Jack -Closed Girder 1 1 r al Builders FirslSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Feb 6 00:09:31 2018 Page 1 ID:aUnBFG710DngGdWvpXLGZ=gRJI.OcHyEEiDRHBJT3W 06epUp?KGZkhgOKxegnz040znvHI 3-64 3.6-o i Scale=1:16.2 4A0 12 arc LOADING (pst) SPACING- 2-0-0 Cat. DEFL. in (hoc) , Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.18 Vert(L-) -0.02 3-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 22 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. fib/size) 4=930/03.8, 3=758/Mechanical Max Harz 4=124(LC 7) Marc Uplift 4=414(LC 4). 3=363(LC 5) FORCES. (lb) - Man. Comp./Max. Ten. -All forces 250 (Ib) or less exceptwhen shown Structural wood sheathing directly applied or 3-6-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opst; h=15ft: Cal II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconwnent 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-" 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 wdhstandwiti 1001b uplift atjoint(s) except at -lb) 4-014, 3=363. 6) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 2-M oc max. starting at 0.6-12 from the left end to 2-6-12 to connect trusses) to front face of bottom chord. 7) Fill all nail holes where hanger is in wntact with lumber. 8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead - Rotor Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert 1-2=54, 34=20 Concentrated Loads (lb) Vert 5=727(1`) 6=723(F) ,%% ..UIN lvF� .,. No 68182 IZ 9 STt OF ' IJU p�sS�ONAt aa%%%, Joaquin Velez PE No.68182 Mlrek USA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 AWARNMG•Val/yEulgn yramefenantl RE4p NOTE50N M MDMCUOEOA4mK EFERENCEPAsSI%p74M.. 100307015E REUSE --• nt not anhua�splunnnt. �cd for usa 9efaeu Nor b.Mhg desig sr muat ve Nue aDdl'a belAr connectors. Pus d..Ig. 1. based only � esiri pammaten aM preDaM rourPaau, M design M as rah buddingdesign. amiss hineatM Is to Dmrent suckling of NdMdual buss web snags Nwd members ady. AkiitbrW temporary and Deninant bracing MiTek' 4 afxap regubed.dewory,aMto PmpnlDWgDsaw3nsandtepersonals.ss poperbydamage.Faty criteria, OSew regartmg th Wat,on,sbmga. tleWery,erepbn and bmo"uq olbusses end truss aptem; eee AN6UTPI1 quality Cribde, OeB119 and BCSl Building Component Taro Paden Easlalyd. Slerylnformaeon apilade been Triaa Plate biseb4e, 218 N.lae3treel, Sate 912,AbxaMN. VA 2231a. Tama. R 36610 Job Truss Truss Type Ofy PIy T13151721 40 1400 A_2CAR H1 Hip 2 1 e Builders FirsiSource, Plant City, FL 33506 8.130 s Sep 15 2017 Mil Y Sx6 = 4x6 = 4.00 1214 3x4 = 5x6 = Ina Tue Fab 609:09:332018 Sole =1:62.7 axe = 16 15 14 13 12 3x8 = 3x8 = 3x8 MT20HS =3x4 =3x8 MT20HS = Us 9-0-0 1e-2- 2 I 275 I 3fi-SE R11J1 aaa� azfo Rf1A Plate Offsets fX Y)- 2'0-" Edgel I6'03-0 Edael 11004.0 Fogel LOADING (psf) SPACING- 2-0-0 C51. DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.77 Vert(-L) 0.49 14 >879 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.81 12-14 >537 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina YES WS 0.33 Ho12(CT) 0.19 10 We rda BCOL 10.0 Cade FBC2017/rP12014 MatixSH Weight: 166 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 20 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-7-0oc pudins. BOTCHORD Rigid ceiling directly applied or 3-95 oc bracing. WEBS 1Row at midpt 5-16.7-12 REACTIONS. (lb/size) 2=14001U-3S, 10=1400I03-8 Max Harz 2=61(LC 12) Max Uplift 2=.692(LC 8). 10=692(LC 9) FORCES. (lb) -Max. OompJMax.Ten.-All forces 2506b)orless exceptwhen shown. TOP CHORD 2-3=-350612671, 3-0=32162330, 45=-29822239; 5.7=3982J2895, 7-8=29822237, 8-9=32162327, 9-10=,W(12669 BOT CHORD 2-16=2444/3279,14-16=2687/3889,12-14=269413889,10-12=2439/3279 WEBS 3-16=286/459, 4-16=-038f733, 5-16=1113I832, 5-14=0265, 7-14=0265, 7-12=1113/834, 8-12=-038f733, 9-12=286/460 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=160mph (3s nd gust) Vasd=124mph; TCDL=4.2psf, 8CDL=3.0psF, h=15R Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extedol(2) -1-00 to 5-04, Interior(1) 5-0-0 to 9-0-0. Eatedor(2) 9-04 to 35-115, Interior(1) 35-115 to 3755 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 grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconounent with any other live loads. 6) • This truss has been designed for a live lead of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) 2=692, 10=692. OPQUIN aVE4� %` ).'GENg \'` FZf No 68182 Z ?9• S OF •14/Z •��0(\F R 1 � P jN' • Joaquin Velez PE No.68182 Miiek USA, Int. FL Carl 6534 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 AWARNINe-VeMy deelgn p+mmemn eMREAD NOTEEON i1lA8 ANUWCLU11E0YITIXREfERENCE PAGE 60�11TJmv. lneY2015aEFORE USE Oeslgn corm lm uae anNvAm M1LTax®mvpRma.TNadWgnb haseOONy wan pa amelana5ewn. andNbr en lnfrddual Dw7d'ug mmpanenl nm �� atrueasyseem. Berwe use. Ina Iwgtinq deagnermumvenryem eppaveaMot des�paramemm aM omPedy Warypmov coca aeaign into Me ovea0 buadmg daAgn. BmW9iMrandlata Pmaenl fiu4gngolbdvictual trufaysb endbramrd memSemoNy. A4dtimalbmpomry end pomuneM6ratln9 M!Tek' la aWaysreauhml Imsdbaty en4bpmvantapWpae Whpasvbla pommel injury rum pmpeMdamage. Finaeneralemdanm Sand p SI tafearinannet nayMia,emetlonaM bramgprb.218N.UgSayabnu.eee A ,VAM314. Quality Cd[ede,eSad9 end BCSl Building eampensn[ T.nipa. nPast BNd SaM1ry Inlammdon availaGe ham Trvsa Plate ImEOAe, 218 N. Loa Seeet Sob 312Alevndda, VA 22314. Tampa. fL 36610 . ,; 1 >, Job Truss Truss Type Oty Ply T13151722 40_1400 A 2CAR H2 Hip 2 1 Job Reference foptionell Builders FirstScurce, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Feb 6 09:09:34 2018 Page 1 ID:aUnBFG71 ODngGdWvpXLGZ=gRJjaBz4tFk6kCUuKXEbnnMBOeydlxcgbXXSMlgghl=vHF 1 570.14 1141A 1&2-12 26M 30&10 36- 11 - 7- A-0 5-10.14 5-1-2 7-2-12 7-2-12 5.1-2 5-10-14 .0.0 5x6 = 4.00 12 19 2x4 It 20 5x8 = Scale =1:62.7 axe = 16 15 14 13 12 11 10 3xa = .2M II 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 2x4 II LOADING'(psf) SPACING- 2-0-0 TOLL 20.0 Plate Gdp DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Inv YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 20 SP No.2 *Except* 45: 2x4 SP Nest BOTCHORD 2x4SPNo2 WEBS 2x4 SP N0.3 REACTIONS. (Ib/size) 2=14001033, 8=140010-35 Max Ham 2=73(LC 12) Max Uplift 2=.684(LC 8), 8=-W(LC 9) Cat. DEFL, in (too) tfdefl Lid PLATES GRIP TC 0.79 Vert(LL) 0.41 13 >999 240 MT20 2441190 BC 0.92 Vert(CT) -0.6613-15 >658 180 WB 0.68 Hom(CT) 0.18 8 Na n1a MabixSH Weight: 172 He FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceding directly applied or2-2-0 oc bracing. FORCES. (Bit - Max. CompJMax. Ten- -All forces 250(lb) or less except when shown. TOP CHORD 23=35222644, 34=29882243, 45=53562567, 5-6=-33562567, 6-7=29B812243, 75=35222644 BOT CHORD 2-16=242(/3282, 15-18=242013282,13-15=18932779,11-13=16902779, 10-11=241713282, 8-10=241713282 WEBS 3-15=5361560, 4-15=1811393, 4-13=528f798, 5-13=-0441493, 6-13=528/798, 6.11=1811393, 7-11=5361560 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 Cal II; Exp C; End., GCpl=0.18; MWFRS (envelope) and C-O Extedor(2) -1-0-0 to 5-M. Intedor(1) 5-0-0 to 11-0-0, Exterior(2)11-041 to 33-115. Interior(1) 33-115 to 375-8 zone; mnlilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for readlons shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This Uuss has been designed for a 10.0 psf bottom chord live load nonconwrtent with any other live loads. 5) - This buss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift atjoint(s) except (II -lb) 2=684. 8-684. �44 otl u 2 v�� .,. No 6818ir IS OF Z 33 .0R11• N.` % Joaquin Velez PE No.68182 MRek USA, Inc. FL Can 6834 6904 Parka East Blvd. Tampa R.33610 Data: February 6,2018 AWAWIbSyQaran knendREAD No7ES eNdylNClupFD4nrIXREFEaeEN62eaIL2USE ' pplSfnvaAdfno.reWide!) m design bbsesdaryuponms. and IsWas Individual ssa3dngmm,seend est Before use, Ma bmdk9 designer m.veddueadsaWlYaldesi, parametersatN crop"wINa dnsgn Into, Me ra tWrcihdo39n. ararhg43gbdblopmventburFNp ofbdvtlual Wfaweb endMUioN membem aNy. AdtliamalhmporaeyaN pemmimNbeNn9 MiTek' b arwaye myWrtdbftaMTryaMtopravent m0apfawitb posfiNepenonal iniw<Yand PloPee.Fnpmwralguldand aeavary.ereDaeneMbraD'vy Df Wffefamnssysmme,fee ANSIMPuelry Comde.p30lMnd BCat 8u0dn9 eampOnDM Palle East and.Soletyliusaraiffon ebemTrvaPbart.218N.e5teS312,Na.VA2314. Tarnpa. R U610 IL 10 it Job Truss Truss Type Oty Ply T13751723 40 1400 A 2CAR H3 Hip 2 1 e m i a Builders FirstSource, .Plant City, FL 33566 8A30 s Sep 15 2017 MITek Industries, Ina Tue Feb 8 09.09:30 2018 6-1.2 5-2-12 6.2-12 6-1-2 6.10-14 Scale -1:62S 5x6 = 20 11 face = 2c4 II 3x4 = 415 = 3ca = 416 = 30 = 2x4 II Plate Offsets (X Y)- 120-0-6 Edael 18'0-0-6 Edaejv LOADING (par) SPACING- 2-U CSI. DEFL. in (loc) Odell L/d PLATES GRIP TOLL 20A Plate Grip DOL 1.25 TC 0.81 VaULL) 0.37 13 -999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 VerUCT) -0.5813-15 >749 180 BCLL 0.0 Rep Stress Ina YES WB 0.57 HoR(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC20177rP12014 MatrizSH Weight: 176 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0oc pudins. BOTCHORD Rigid ceTng directly applied or 2.2-0oc bracing. REACTIONS. (Ib/size) 2=1400/0341, 8=1400/03A Mast Horz 2=85(LC 16) Max Uplift 2-675(LC 8). 8=575(LC 9) FORCES. Db)-Max. ComplMax.Ten.-Allforces 2500b) orless exceptwhen shown. TOP CHORD 23=1872608, 3.4=-27682117, 4-5=-27982206, 5-6=27982206, 6-7=27682117, 7-8=-M72608 BOT CHORD 2-16=2384/3245,15-16=2384/3245,13-15=17452558,11-13=17432558, 10-11=238113245, 8-10=2381/3245 WEBS 3-16=0269, 3-15=733/678, 4-15=220/415, 4-13=3121467, 5-13=3101354, 6-13=-312/467, 6-11=220/415, 7-11=733f678, 7-10=0269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL-0.2pst,, BCDL=3.OpsY, h=158; Cat II; Exp C; End., GCp1=0.18; MWFRS (envelope) and C-C Extenor(2)-1-0-0 to 5-0-0, InterioNl) 5-0-0 to 13-0-0. Edert 13-U to 31-115. Intenor(1) 31-115 to 375.8 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) Pwo ide adequate drainage to prevent water ponding. 4),This truss has been designed for a 10.0 psf bottom chord live load nonconcoment with any other live loads. 5)' This hiss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 346-0 tall by 2-0-0 wide will fit behveen the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift atjoings) except at -lb) z=674. 8=075. I11111111111 ,%�.OPIN V pUF�c�,�i No 68182 �9 eF •�/� % o R 1 Q.. GN%,�. ,ONA) 1S -.%%% Joaquin Velez PE No.68182 Mlrek USA Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 �waRlIDlo-VWyhalgn panmehnandREAa HO)E6ON fM6aND ni4upm aerEl(!E!£fEll06 PAGEAaF7173mv. falWaM66EFORE USsesses E' a Inca vase e. uae i, u eM bbTek®wnnecyre.mila verity the baee4 Pnh' upon parxno[ae aba.e. aim beer an In4ande tbidldni n into" nM a ff aeyatem. Belme use. the buadup4ipnermuatveriy Ne wglPabmy Ntleebn paramelen and pmpMy Inwrpmab tlaa design b4oero werae buaGn9 tlesgn BmWgN4irak4lab pmnnt bu4Wp MmGN4pal bvaaveb an4PorNaN mamMn wJy. A�eoral bmporery vN pemuneMbradne MiTek' h elxayxreryved IeratabSyeMbD�ereN pPOaPa WMpos4ble persp�ul injury Wpapery SM11.For9ercnlpe. OS0 9endiiptlro hbriptlm,gwage, 4eevery.emmTo sdtee .218 .truraeyeleWP 31 a .VA=14.ey aNtpM. a5a419 en4 BCSI Ba1INn9Cpmponpnt T.MMe 36811) . 9aNry Nformeam avalaNe bum Tri¢a Plate NseMe, 21e N. Lea Street &tire 31;Alexen4na. VA 2A14. Tamp; FL 389fe Job Tnen TNss Type Oty Ply T13151724 40 1400 A_2CAR H4 Hip 2 1 Job Relerenr4 /ovtivnell uniaers rustaource. Plant dry, rLJ titl e.1:N s sep 10 ZV r / MI I as mausmes. Inc. 1 us rap 6 uv:ua]Jr GVIa raga 1 IGdWvp%LGZ=gRJJ.CmeDVHn 17tTB_rASvwu2Ga8P9gic rX21OL14MVHC Scala: 3/16'=l' 4.00 12 - 6x6 = 5x6 = 6 6 ' .3x6 Z 3x6c 3x4 G 4 7 3x4 3 8 18 19 '! 17 7 2 220 g 100 ` 14 12 4xfi= tfi 2x4 II 15 4s6 — - 73 3x4 = 3x6 MT2dHS = it 2.4 II +ill 4x6'=' ) , 3x4 Yx1 i LOADING Jasf) SPACING- 2-M Cat. DEFL in (foe) Vdefi Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.70 11-13 >616 240 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.93 11-13 >467 180 BCLL 0.0 • Rep Stress Inns YES WB 0.32 Horz(CT) 0.16 9 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACINO- TOP CHORD 2X4 SP No.2 *Except' TOP CHORD SE: 2x6 SP No.2, 1A.7-10: 2x4 SP No.1 BOT CHORD BOTCHORD 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 REACTIONS. Ob/size) 2=1400/0J$ 9=1400/0J-8 Mu Horz 2=96(LC 16) Mu Uplift 2=564(LC 8). 9=-664(LC 9) FORCES. (lb) -Max. CompJMaxTen.-All forces 2500b) orless exceplwhen shown. TOP CHORD 24=-34292520, 3-5=-2579/l930, 5f.=2373(1878, "8 2579/1930, 8-9=-34302520 BOT CHORD 2-16=2295/3166, 15.16=-2295/3186, 13-15=15252373, 11-13=2293f3186, 9-11=2293/3186 WEBS 3-16=0/315, 3-15=1004/818, 5-15=221/502, 6-13=221/502, 8-13=1004f818, 8-11=01315 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight 16216 FT=20% Structural wood sheathing directly applied or 2-2-0 oc purling. Rigid ceiling directly applied or 3-10-2 oc bracing. 1 Row at midpt 3-15, 8-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=42psC BCDL=3.OpsF, h=15ft; Cat. II; Exp C; End., GCpi=O.18; MWFRS (envelope) and C-C Exterior(2) -1-" to 5-0-0. InterioNl) 5-0-0 to 1541-0. Extedor(2)15-0.0 to 2155. Intenof(1) 29-11-5 to 375-8 zone; cantilever left and right exposed; end vertical left and fight exposed;C-C for members and forces & MWFRS for reactions shovm; Lumber DOL=1.60 date grip DOL=L60 3) Provide adequate drainage to prevent water ponding. 4) Ali plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load rmnconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in a0 areas where a rectangle 3-6-0 tall by 2-041 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 1001b uplift at joints) except 0t=1b) 2=664, 9=664. `%%.OPpUIN g vF�,��, DENS No 68182 �. S OF :��[/Z AL E�%% �nn 111110 Joaquin Velez PE No.68182 MITek USA, Inc. P. Cert 6634 6904 Parke East BNd. Tampa R.33610 Date: February 6,2018 A WARNING- VrfydeUgnparamefen and RFAG HGTEa ON TMSAND Wr1UB®IarfirRET£RENCEPAOE am-/!r3 rev. m9117015BEFOREUSE Design valid(cruse on"M Wei wmaclan. TM design 13 based any upm narameMn ehm n. and 4Man NQM4ui binding compeMM, not ��- • aeuse syflenl. Before use. Me building desgnrmustvMN MeappliatiYb cidesbeparametmf and pmprly kicoperaa this design lnte fine 4vere0 sudden; a design Bdly Indsted rev is a pent baking of hdvidval"s web andtr Nmd membersPdd6osu only. l tempman temporary and Daem badly WOW IS Wave resubed for stabely and to prevent allapea with DosvUe Dentinal inppy and prepody denude Forgunerell guidance regarding tine rabdaean,storage, deGvery,election and bracing of busses and buss systems.see AN9Uri Gantiy Crania, OS049 and Beal Building Component 6m Parke Fast Blvd SafetyIn(ormeaon avel abrim T=s PiaainsWute.210N.Lee Sb e%SWa31;Abxandia,VA=14. Tampa. rl. a601a Job Truss Truss Type ay Ply T13151725 40_1400_A 2CAR H5 Hip 2 1 b Builders FirstSource, Plant City, FL 33566 �1 54A2 54-12 4.00 12 5,6 8.130 25.8 6 1-12 5x6 = 152017 MiTek Industries, Inc. Tue Feb 6 09:09:38 2018 314 = 46 = 3x4 = 3x4 = 4x6 = 3x4 = Scale:3/16'=t' LOADING (psl) SPACING- 2-M CSL DEFL. in Uoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.36 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.6013-15 >726 180 BCLL 0.0 Rep Stress Ina YES WE 0.62 Horz(CT) 0.16 11 Na n/a BCDL 10.0 Code FBC20177rP12014 MatrixSH Weight 175m FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Excepr TOPCHORD Structural wood sheathing directly applied or 2-4-5 oo pudins. 6-7:2x6 SP No.2 BOTCHORD Rigid ceiling directly applied or 4-1-14 oc bracing. BOTCHORD 2x4 SP No.1'Excepr 14-17: 2x4 SP No2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1400/03A, 11=1400/0.3-8 Max Horz 2=108(LC 16) Max Uplift 2=652(LC 8). 11=652(LC 9) FORCES. Vic) -Max. CompJMax.Ten.-All forces 250(Ib) or lessexceptwhen shown. TOP CHORD 23=-34632407, 35=317617229, 56=-231811721, 6-7=214411671, 73=-2318/1721, 8-10=3176TM9, 10-11=34632407 BOTCHORD 2-18=219813238, 16-18=182127D3,15-16=12802144, 13-15=18202703, 11-13=2197/3238 WEBS 3-18=332J390, 5-18=207/515, 5-16=7421663, 6-16=320/505, 7-15=320/505, 8-15=742/663, 8-13=207/515, 10-13=3321390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3secund gust) Vasd=124mph: TCDL-0.2psr, 8CDL=3.0psf, h=15$ Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-00, Interior(1) 5-04) to 17-M. Exterior(2)17-0-0 to 1956. Interior(1) 27-11-5 to 375-8 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 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 lead of 20.0psf on the bottom Chord in all areas where a rectangle 36-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. - 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joings) except (jt=1b) 2=652, 11=652. `%%.OPpUIIJ 1 VET.,. pENg'.�'.� No 68182 �i�LQ ••, e R V 10NAX- E1. N%%% Joaquin Velez PE No.68182 Mtfek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 NO•V.otlesign ON ANOWLWO®1n.E REFERENCP ]4]] rev.ld..r5BEFORE USE MT.MtenaMREADffOTE9 web M14T1ding mctva.Thb dasipn bbaxtlaay upon peewinaehmvn, ,.n'. cempmnnL not D ftn a pesipnreGtl for anln,orate .desI dnaignef must vedrytlroappncons oane pon:inenandonly. yIWnatbabetle tlealgn Nbtinoveract afore p.p.11r Will ft desig.Beforeuze,mabw1G'nq 6ulamq tlezgn. Bred�p lMlestetl lab parent6udrmpaf mtivitlual buss reb andbrc6atl memMnanry. Atltieowllempomry antl peimanen bncaq MiTek' b apxarsre4ube4rer ata6ary mN m pavan) eoeapsa Wm paanWe personal uqury aH Propee. Far6enenl9ui tin lion.noragq 4aevery, ereapn era Wasnq�Warea �tltruaa syamms.see ANSIM11 Cuenry Mbde, OSS49.nd SCSI auitling Component 6/Pade Fast Btl SaUrrblormeeon evabNofmm Tr,na Pbh Insemm.218 N. Lee Street. Srbb 312 Ahxantl4a, VA 22314. Tampa, R 36810 .. � � e � fi rIM1 .. .. r .:fir. il. .. �l .n - _ rL'.wV ri �/ . �\. ri , .1 t '. 9f� ]�f �� �. .. .. .. .a •. � � i.. •..f� � � .. ., •yan 3; L. Y .tiy'.M _. .. w4j.% �. � � ��.: . Nr�' o-. v .. a. nc,.: . - . , ,,,.. , _. �dt ,,, Px: � ., c Jab Truss Truss Type Dty Ply T13151726 40 1400 A 2CAR HJ1 Diagonal Hip Girder 3 1 Job Relerence( b 11 Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek industries, Inc. Too Feb 6 09:09:40 2018 5.3-15 1A-15 Zan a __ 5 NAILED NAILED NAILED NAILED Scale -121.2 11 LOADING (psQ SPACING- 2-M Cat. DEFL. in (too) Vdee Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.O6 2-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 VerUCT) -0.12 2-7 >980 180 BCLL 0A Rep Stress Ina NO Wit 0.19 Hoa(CT) 0.01 5 Na Na BCDL 10.0 Code FBC2017RPI: MabixSH Weight: 38 to FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or B-6-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=18/Mechanical,2=437/04-9,5=116/Medlanicw Max Horz 2=137(LC 4) Max Uplift 4=29(1_C 22), 2=316(LC 4), 5=235(LC 8) Max Gmv 4=25(LC 18), 2=437(LC 1). 5=416(LC 1) FORCES. (Ib) - Max. Comp-li Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-7511346 BOT CHORD 2-7=-403/686, 6-7= 4031686 WEBS 3.7=4111465, 35=.911/535 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf h=15ft; Cat It: Exp C; End., 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 2) This truss has been designed for a 10.0 psf bottom chord live load noncencerrentwith any other live loads. 3)' 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 wide w1l 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 hearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except L1t=Ib) 2=316,5=235. 6)'NAILED" indicates 3-10d (0.148'k3') or 2-12d (0.148'x325') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loadaapplied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead t Roof Live (balanced): Lumber Inaease=1.25, Plate Inaease=1.25 Uniform Loads (pit) Vert 14=54, 25=20 Concentrated Loads Qb) Vert 7=39(1`=20, B=20) 3=31(F=46, B=46) 9=55(F=27, 8=27) ,,,.oPQUIN4V.it p. % Is.' pENg . oo aa No 68182 �9 • Izz S f OF •�1� .�0Of11 & O ... ..C?`� Joaquin Velez PE No.68182 Ili USA. Inc FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 ydeslgnpenniebea uMRFi1DNOTESON 1r0.TAN0 rN USE Deaignv,aghruse..teieAOu DalY,Worane baftV conaawat not en paturne"tl IsloranWtl�up mnpmlanl not TMtleala.,hbasedally Wand, ■` ��• dealt. antenabwn.and," lath tad W sa ays4m. Belme use, the bu W rq tles9ner mu zt venry th apgbaNtib IN deslgl Daremeten arch pmpe4y inmryomfe Mh aesig, h4a me oveml bugdNp aeskra BgaegmdkaiMhmpmu�l WckNp INlMvkual WsavrtbanNmMON membenotdy. AdtiSovl mmpmary aM paananmd b2Mp M!Tek' h elxaya nauha rarstaSylyaMmpreve,RcohpsewJl, possiEle personal lnjmyaM popeM1ytlamega. Fargenmal,ddanwre oallpare fa5dcaean,eMa9a, derrvmy, aredbnaM bratilg INbuasee and buss sysmma,see ANSMH Quality Ctimria, U58419 and Ban Buading Component Sahty mmrmagon a nnatle bath Tmse Plate haul 218M Lea Street Smote 312,Akxzndr t. VA M14. e904 Parke Fast BIM. Tampa. R Mlo Job Truss Truss Typo 0ty Ply T73151727 40_1400 Aj!-AR V1 Valley 7 7 Job Re/erenra (enenn.it a W lders rinnSource, Plant City, FL JJJbd 8.l30 s Sep a 2017 Mi feK ind.stnes, lne. lue Feb 8 09:09:40 2D18 Pagel ID:aUnBFG?10DngGdWvpXLGZrzgRJjALKL7JPU2F12Si1B1TbgvCm6Mpk7PZzkho?uPmvH9 6-0-0 5-0-0 scale: 1'=1' r: y¢ 2x4 LOADING (psf) SPACING- 2-M Cal. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 7.0 Lumber DOL 1.25 BC 0.31 BCLL 0.0 Rep Stress Incr YES WB 0.00 SCDL 10.0 Code FBC2017lrP12014 Matrix-P LUMBER - TOP CHORD 2K4 SP No.2 BOTCHORD 2x4 SP No.3 WEBS 20 SP No.3 REACTIONS, pblsize) 1=14514-11-4, 3=145)4-11-0 Max Horz 1=77(LC 9) Max Uplift 1=-64(LC 6), 3=73(LC 12) FORCES. Ob) - Mac CompJMac Ten. - All forces 250 (lb) or less except when shown 2x4 II 2 r.,- DEFL in (too) War Ud Vert(ILL) Na - Na 999 Vert(CT) Na - Na 999 Horz(CT) 0.00 3 Na Na s ' PLATES' GRIP' MT20 2441190' Weight 151b FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 5-M oc purins, except end verOcals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES• 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=15R; Cat II; FV C; End., 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 par bottom chord live load nonconwrrrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 In upfift atjoint(s)1. 3. \IIIIIIIIII `�.%OPOU W v. No 68182 =0: ;ice ' 9 S OF •,�S'`S1� N A� E����` 1111 Joaquin Velez PE No.66182 MrIek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: February 6,2018 QwANNINo-YbWdestgnparahmlers.r RMDNOMSONrNWMDINflBBID,InrIXREFHdPlIfEPAGEY 7Mnr.1o9lVMrsBEFORe asE Design valid W hoe Dory v Wek®wmac This demon la based only upon paametem ahw and ufor an ual buadeg mW %nM �• a buns sysi Befoe uae,flm bustling dealt. must vedy the appllrahny ofdee, W.te i aM pmpaly inwrpaab ride desgn hoe me annao Wddigdealgn, Bnc'vg44ma441abpfevent buctap Pl4dMWel huaaweb anNadroN membma enN. Atldapnal bmppmryentlpemaneNMadnp MiTek' 4 sheep reydeNWn463ya ppsvd epenpnal4lvY aq pmpedNSM1e. aunla.lsll regadS tlp faMwEafio en deavery.ef or bra ing oftnim mienFahey andbmdng Nb.218 Arl&VA ll quanry Critede. D9Bd9 and ae3l Banding ComponeN 6g04P.Ae real Blvd. .d Sspbms,see Solery INofm.9m avalable bom Trhns P44 45eW4, 218 N.lee •beet, 544317,AIavMda. VA2a]l4. .T Tampa. FL 38610 J � t Job Truss Tuss Typo OtY Ply T73151728 40 1400 A_2CAR V2 Va9ey 1 1 _ _ o n Oanall Sudden; FlrstSoUrce, Plant City, FL 436 56 S Ix4 8.130 s Sep In ZUI I MI Tek lndUstnes, Inc. Iue Feb 009:09:412015 Pagel ID:aUnBFG?7 ODngGdWvp%LGZ gRJJSXUkLfgV4MNugcHxhl_gDBk?=Clksp7zLMYRrznvH8 34A , 34A Scale -1:8.4 20 11 2 3 I LOADING (pat) SPACING- 2-M CSI. DEFL. in (too) Udell LYd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) rua - Na 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a - rda 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 rda n1a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight 10111 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 34-8 oc puffins. BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 1=85/3-3-12, 3=85/3-3-12 Max Horz 1=45(LC9) - Ma I Uplift 1=-38(LC 8), 3=43(LC 12) FORCES. (lb) -Max. CompJMax.Ten, -All forces2500b)orlessexceptvvhenshown. NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCOL=4.2psF, BCDL=3.OpsF, h=15ft; Cat. II; Exp C; Encl.. GCpl=0.18; MWFR5 (envelope) and C}C Fxteriar(2) zone; Cantilever left and right exposed; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shaven; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord hearing. 3) This truss has been designed for a 10.0.par bottom chord live load nonconanenlwith any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to hearing plate Capable of withstanding 100lb uplift at joint(s)1. 3. `% IN VFW �ii .......... G.g No 68182 '9 S OF lug _ Joaquin Valez PE No.GB182 MRek USA Inc. R. Carl 6634 6904 Parke East Blvd. Tampa R.33610 Date: February 6,2018 parameter aMRE4p NGTE30N QW4RNud ananeh FXREfENBIC F7Q3WWM faruarlydenly with areal a,nni horan aaAI5BEPoRE awx,s solids uee trot dealgn le tapedoYY aponparameters Yawn, aidbfu aiwporaIzlnsdea cveslVer am. eMudMfIe nustTfis a buaa s/Yem. Belme uu. Na buaNnp devgnamuelvelify Me epppceWay eldeYgn paamYaa and property kuorporare 6da deYgn Into Ne oveme Into Me WigNg deYtpl. 02phlg ilMrcated iaropnventlxrtkMp olpdvMUY MawebanUadlwd mempen aJy. Ar�itiaal tempoary end pemulwM bradng MiTek' IsaWaya re4u'ved larataptiyaM to pnvem copapee w.N posvDh personal4,juy aN ptapeMdamage. FaOro fan,atond en:UlaneMbn Vl 5Yo e AOU7P10uality CrUnda, DS049 andSCSI Building Component 6904 Poke seletYlAfommgan aiUUemTwaPtoNt4.218N.LeSbKaW312bn,VAT14. TamuF36010 .. 'floor . . �.^. •:E ki/'Y^O 12 j0i �'� C„_3Cua AWI?• 'Y.;^. .• ,- . -.. OF ,. r p yr .C{Nu 0{ IBB ?r ; 9ucJOL I .• . I(JL'giFi :`+:91;a?j iO 2�OA: ,nmoq L. ,,:.uimn��L K::Jp•J:+: J C.:,., .usut: - ;,,o hi016 npA v LF.-Otider, 5t�pe ^asjJgAJr .. 4'N1O« SP759 Ni,;mFB:;.;rE cac as • , .. u,, 1 iS le;, l :' PJ PC;d � 1y62 O{ {@z2 i .. a.... .. JLB lu {(-:O-ewlse 1({J2' -... o{{z6(z ss mglcslsc{ 1 ': ;(°.. Cr: -. „u IOlu{ nulszz r.' T C_ rocN 091, avtiov Symbols PLATE LOCATION AND ORIENTATION 1 3f4 Center plate on joint unless x, y offsets are indicated. EFDimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. -yT15 r I For 4 x 2 orientation, locate plates 0- 'he' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate X (', width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but 40 reaction section indipatesjoint number where bearings occur. Min size shown is for crushing only, Numbering System 'dimensions Drawshownin scale) III (Drawings not to scale) BOTTOM CHORDS JOINTS ARE GENERALLY NUMBEREDILErTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: 'ESR-1311. ESR-1352, ESR1988 ER-3907, ESR-2362, ESRA397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANS11TPI 1 section 6.3 These truss designs rely on lumber values established by others. Industry Standards: ANSUTPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building ComponenkSafely Information, Guide to Good Practice for Handling, Installing 8r Bracing of Metal,Plate Connected Wood trusses. MiTek © 2012 MiTek® All Rights Reserved Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or eltemative Tor I bracing should be considered. 3.. Never exceed the design loading shown and never stack materials on inadequately braced busses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested panes. 5. Cut members to beer.Oghtty against each other. 6. Place plates on each face of Wss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrrPl 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use wilh fire retardant preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed of pudins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 e. spacing, or less, If no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or aller truss member or plate without prior approval of an engineer. 17. Install and load venicely unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all potions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPt 1 Quality Criteria. A t ARROW.ON /M,%E TRUSS REPRESENTS IT&L-EFT END "' { F 1I_ 11 1 1I -�1® 1I ®_ I® , 1I �" . = 1I I1. 1I �I1. 11 t tt 11. I , 11 �11 1I-�•�•�•��� �_ r r I1 - �� �r�♦Is .11 _ tr r' r t rr t :t t• t• 8 1. phone: (813) 759-5m Fax (8f3)752-1532 html/wnwbldrcom Genera Notes: "-- - - - -Per ANSI/TP1 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.0.) - Trusses are not designed to support brick U.N.O. - Do not cut or modify tmsses without first contacting Builders FrstSource. --- - Immediately contact Builders FrstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturets specifications for all hanger connections U.N.O. - Use 10d x 1 1/26 Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Feld Supervisor 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 Wade Jurney Homes 40-1402 Elevation A Lot Swing Left 2 Car Garage I of I