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Home My WebLink AboutTRUSS PAPERWORKLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® sc qp BY E Dp RE: 1612_Grp2_B - MiTek USA, Inc. uli`,� � Site Information: 69,04 Parke East Blvd. Customer Info: Wade Jurney Homes Project Name: 1612_Grp2_B Model: 1612 Tampa, FL 33610-4115 Lot/Block: Subdivision: Address: N/A� " City: N/A State: Fl- 2lavps yl>t Name Address and License # of Structural Engineer of Record, If there is one, for the building. 6lUl Name: License #: 63P1�oa� 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. ISeal# Truss Name Date INo. Seal# Truss Name Date 1 IT16319894 lAl 2/21/19 118 IT16319911 1-16 2121119 2 IT16319895 ICA 2121/19 119 T16319912 HA 2121119 3 T16319896 CJ3 2/21/19 0 T16319913 M4 2/21/19 T16319897 CJ3A 2/21/19 121 IT16319914 ITI 2121/19 5 IT16319898 JCJ5 2/21/19 122 IT16319915 V1 2121119 6 T16319899 EJ7 2/21112 1 1 II I 7 T16319900 GE1 2/21119 8 IT16319901 IGR1 2/21/19 9 IT16319902 IGR2 2/21119 10 IT16319903 IGR3 2/21/19 11 IT16319904 IGR4 2/21/19 12 IT16319905 IGR5 I2/21/19 113 IT16319906 11-11 12/21/19 114 IT16319907 11-12 12/21/19 J 115 IT16319908 I H3 1199 1 4 122/2211// 5 12/21/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) idenfified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MTeks customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIITPI 1, Chapter 2. `%� OPQUIN vFr No 681 9 • STATE F ' 44/Z :0 4rllllt0" Mnek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa Ft 33610 Date: February 21,2019 Velez, Joaquin 1 of 1 Jab Truss Truss Type - Oty Ply T16319894 1612 Grg2 B Al Commmn 13 1 Job Reference (oetionall Builders FrstScurce, Plant City, FL 33566 �1 5x6 = 4.00 12 8220 s Nov 16 2018 MTek Industries, Inc. Thu Feb 21 05:58:33 2019 Page 1 3M = 46 = 3xs _ 06 = 3x4 &9-14 i 18-ta-0 i 27-10.2 I 3741-0 9-9-14 02 9-0 2 9M Scale: 3116t1' Plate Offsets (X,Y)- [2:0-0S,Edge1.I10:045 Edge) LOADING (pst) SPACING- 2-M CSI. DEFL in (loc) Udeff Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Ven(LL) 0.32 14 >999 240 MT20 2"190 TCDL 7.0 Lumber DOL 125 BC 0.88 Vert(CI) -0.6014-16 >745 180 BCLL 0.0 ' Rep Stress Inor YES WB 0.84 Hoa(CT) 0.17 10 nia n1a BCDL 10.0 Code FBC2017frP12014 MatrixSH Weight 174 to FT=20% - LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.1'FxcepP 13-15: 2x4 SIP Na.2 WEBS 2x4 SP No.3 REACTIONS. Ob/size) 2=1444/0-",10=1444M-4-0 Max Holz 2=120(LC 12) Max Uplift 2=564(LC 8), 10=664(I.0 9) BRACING- TOPCHORD Strlrcturel wood sheathing directly applied or 2-2-0oc pudins. BOT CHORD Rigid ceiling directly applied or 4-2-5 oc bracing. FORCES. Ob) - Max. CompJMax Ten. -All forces 250 (lb) orless except when shovm. TOP CHORD 23=3545/2301, 35=321971069, 55=223911563, E7=-2239/1563, 7-9 32192069, 9-10=35442301 BOT CHORD 2-16=-205713313,14-16=16252706,12-14=1642/2706,10-12=2041/3313 WEBS 6-14=S47f1080, 7-14=794/644, 7-12=2431566, 9-12=388/425, 5-14=794f644, 5-16=-243f566,3-16=3881425 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.Opst h=156; Cal. II; Exp C: End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-0 to 5-0-0, Intedor(1) 5-M to 18-10.0, Extefior(2)18-10-0 to 24-1G-1, Intedor(1) 24-10-1 to 38-M zone; cantilever 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 per bottom chord live bad nonconcurrent 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 chard and any other members. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1001b uplift atjoint(s) except at4b) 2=664, 10=664. ,�� PQU I N r V,F- '14f . , �GENS�F? i No 68182 �_ _-0- /AVAA� •70- Joaquin Velez PE No.68182 M1rek USA, Inc. FL Carl 6684 69D4 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 -U.lydeslenpanmehn oM REAa NOTESONTMSANa INCLUOEOa1N. R6. PAGEdfWdca m.faD.Yle15 U6E Decil.DeWARIa0d acme an,IN and baaamgn nt.1E vatafar uwwry baedonlyd paramehm shrnn, eMpera nn a Inas .toWil tnuaad Oft it to Into Mnl. amnssyskm. eetaeuw,tM We6^9 deelPriermusl veNyau epp�alry ddssgn PaameteR andPmWbirmpvateede deslan rum tlm overM lmvaneaevpn. eradw hndwledmm Rawm mac yabdmm=h uuv.eea,wnrwd mx�wy. Adano,w bmwrnry.M Pmnwbnlbraay MiTek- babayare9uimdfareheYaYvtlmpevmt wlaPseMMPwfAq' PesoizlNNYaMPnwMdamaGe. Fw llewral9uNaiw mpard ptlie mb'aaaon, strrage, deevery. ereNm and baa6q of mrsseeatl WaayzLL ns. aee AN6UIPIf OuaUb CMerla, 0.5e-e9 ertd BCSlauMrn9 �arn0anenr 690 Sakbinformatlen eradade tram Twv Rate hnsecna.2lBN.leashaex Site 312, A4mdria. VA 2231d. .M sealsNl Tmrga, FL seals 0 Truss Type city Ply ]Cfl� T1B31 g885 rJo 2 Grg2 B Comer Jaok 10 1 ob Reference (optional) eulldem YIRWCurce. Plan Uay, YL:i btu 6. USN0Vl0ZUIa MIIeKmaUSmeS,mC. 1nUeeD41US:e5;MZUIN Pagel ID:zyOGUWbaYuyth2j5HEKkhzjLla-vbtCRFNg7dtoVn7sa_gYegUFUwJ8toebbs4?QJ sore -1:6.1 LOADING (psfl SPACING- 2-0-0 CSI. DEFL in (too) Ode" Lld PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0.10 Vert(LL) 0.00 2 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 SC 0.03 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Sows Ina YES WB 0.00 Hoa(CT) -0.00 3 n1a nfa BCOL 10.0 Code FBC20177rP12014 Matrix-P —Weight 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP NO2 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. Cbfsize) 3=AlMedlanical,2=121NA1L4=10IMechanical Max Horz 2=40(LC 8) Max Uplift 3=5(LC 13), 2=136(LC 8), 4=-13(LC 8) Max Gray 3=17(LC 8), 2=121(LC 1), 4=19(LC 3) FORCES. gb)-Max.CompfMax.Ten.-Allforces250(lb)orlessexceptwhenshown. Structural wood sheathing directly applied or 1-0-0 oc pudins. Rigid ceiling directly applied or 10-M ce bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf, BCDL=3.Opsf, h=15ft Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed; porch left exposed;G.0 for members and forces 8 MWFRS for reactions shavm; Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 pal bottom chord live load mmooncunent vrith any other live bads. 3)' This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tag by 2-0-0 wide vrill fit between the bottom chord and any other members. 4) Refer to girder(s) for buss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except Ot-Ib) 2=136. ,,JOPQUIN fVF� No 68182 Joaquin Velez PE No.68182 MRek USA, Inc.. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Dale: February 21.2019 Am— --try 6,*-pr a --READ NOTES ON 1HIs AND MCLUDep a1NEK �CE PAGE-4r3 m. 1D4YIDt59Ef usE ��- Desgnvae *woe ordy cater l5 "Wnnedna Tlv deign isbased cob Wan parameter slmnn, aM 6 tm an Ad Wp Vonlpal Mnot trmsystem.Before:e aq tynldrg desgnermust ve* rib zW6 fty ddeign paam and tragedy Nmponte eb d agn Wo ere went WadrgdoV.Bndgin�rated6b p Ibeden efkdisidual imv wW a e,w membem only. Addemal hnlporarydnd p.nwrenlbadn, WOW baMys rary'eed bstaediplmldmprermlmeWsevdM Passalexrwnal'vlanYaM pnpeM damage. Fw 1FneM piu4daiw leyadlq be &ftlym.souel deWerv.ere T.EndKleleusloarxlMrsssys Se 31 ANSUlP1l Duaary Qlterla.OGB89aMBC5l Bvpd7nD Ganporrenr 6e01Pade East Blvd. Sahb MforwaUon a fmm Trm Plat NYArte, 218 N. Lee Strte46uee 3t2 �. VA2331A. TaWa. F13W10 Job Truss Truss Type Oty, Ply T78319898 1612Grp,2_13 CJ3 Comer Jack 9 1 Job Reference o Ucnel Builders FirstSource, Plant City, FL 33506 8220 s Nov 16 2018 MTek Industries, Inc. Thu Feb 21 05:50:34 2019 Sole =19.4 3-0-0 LOADING (psQ SPACING- 2-0-0 CS]. DEFL In (loc) Odell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(L-) 0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(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 FBC2017lrP12014 Matrix-P Weight 11Ito Fr=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-M oc purfins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 104-0ac bracing. REACTIONS. Ob/size) 3=62IMechanicel, 2=179104-0, 4-28lMedlanicel Max Horz 2=72(LC 8) Max Uplift 3=58(LC 12), 2=179(LC 8), 4=-38(LC 8) Max Grav 3=62(LC 1), 2=179(LC 1), 4=55(LC 3) FORCES. (Ib)-Max. CompJMax.Ten. -All farces 250(I1g) orlessexceptwhen shown. NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=3.Opst h=150; Cat It; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extefior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left expused;C-C for members and forces & MW FRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcunent with any other live bads. 3)' 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 will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide medlaniral connection (by others) of buss to bearing plate capable of withstanding 1001b upfift aljoint(s) 3.4 except at=lb) 2=179. .OPpUIN 4VF4� GENg .1 .� F No 68182 O'. O R 1 O P �ZI N, 118111111110, ON A Joaquin Velez PE No.68182 MITek USA, Ina FL OM 6634, 6904 Parke Fast Blvd. Tampa R. 33610 Uite: February 21,2019 . VeayNa IX5aFl rmekrmxWsertlPREATDbiNa aasrsEiSgnOluM s1a11Ylaf MR .ind stir. N1dfLLNra4wralbuilding nat pesi,n vNant-WhMiTassdwsanuetebees IsN based " ean wera9 e ¢syn Before, use. n bu3Gsq aesisermmssaEiare apg oaegignmpspery kuvpvae Ins design Isdo µ�a� b ampmav�miwm�p«sale«�al�h;vy�anadpv�md,��Fm�er�al MiTek' elffiire'angYsaraaes�ulrMefar Yabi u�mr�a gutl�«seg�aid�npVa fabri�wt4wage.0eevmy, eedlm anabrawgcetmsaeaana Wvzyz[ems, sea ANSVNri Ouaeqf:Aror3 DaBd9aMBCSl aullmnp component 6Wa Peske a. Sahrylnrormab'on evagadebwn Tmv%ale mseW[s.218 N.lm Sbeet Seat; Aleaa�Wla, YA2zat4. Tampa. FL 3691a 3581D Job Truss Truss Type Ory Ply T16319897 1612_Grp2 B CJ3A Comer Jack 1 7 Job Reference o tipnal Builders RMISource, Plant City, FL 33588 2x4 = 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Feb 21 05:5815 2019 Page 1 IDiyOGU W baYuy?h2j5HENkhzjLla-OnRnOGaW r7UVy45FrNpXNFiGDpeDNZH6S087Izj7gl Scele =1:9.4 LOADING (pst) SPACING- 2-" CSI. DEFL In (Too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 13 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.00 Horz(CT) -0.00 2 n1a We BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight 9lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP N0.2 TOPCHORD Structural wood sheathing directly applied or 2-11-0oo purlins. BOT CHORD 2x4 SP No-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. Ob/size) 1-9910-4-0, 2=73/Mechanical, 3=27/Mechanical Max Ho¢ 1=50(LC 8) Max Uplift 1�38(1_13 8), 2=$4(LC 8) Max Gmv, 1=99(LC 1). 2=73(LC 1). 3=54(LC 3) FORCES. (lb) -Max. CompJMax.Ten.-Allforces 2506b) orless exceptwhen shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42pst. BCDL=3.Opsf h=15fk Cat II; Exp C; End.. GCpi=0.18; MWFRS (envelope) and C47 Exdedor(2) zone;. cantilever left and night exposed; endvedical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost, bottom Word live load nonconcunentwi0r any other live loads. 3)' This truss has been designed for a five load of 20.Opsf on the bottom chord in a0 areas where a rectangle 3-" 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 withstanding 100lb uplift atjoings)1, 2. ,`��OPQUIN �VE� 4" 4�GENSF?i% No 66182 �. , 0 N AL e�%%Ca'. Joaquin Velez PE No.68182 Mifek USA'Inc. FL Cert6634 6904 Parke East Blvd. Tampa R. 33610 Date: February 21,2019 AIVARNIND-VMryhslgnperametes&WMDNDIES ONIMSANDIHCLUDEDMREKREiEAA'CEPAGEM6YM] . 11I0.34IMS BEPoRE USE Desgnv 16xuse mJyw WeA® mmmcmn.TNadeslgn is ba Wlif upon paa clo andhf« en hdhiduel WUM axcp krot amu, system. Ber«e use. pn bone, deeipn«TW." the Bppkabft atlavyn P .Ies and PWsdy],.Pe DU deagn Inm Die ave,aY pWdn, design WOW halways rt9uvetl mrstaMLlyaidmpevadooaaPsewiN Dossab Persmal mpnYaMPnceMdamaga. Fmgeneral Tipenm regaidnp Me FeMatio%sl«aga.deG+ery. eeWm aMtracng ormnsn aM bvsa sYskna.sea ANSVIP11 Guafib CAfW.DSBAPeMBC51BUBdm9 ComPorrenr 690i Pate East Blvd. Sartbinlormegon rvaaaEmbmn Truss Phm lnsemle.216 N.laa Sm»t swIDN2A4xabda. VAZ2114. Ten a M samo Job Truss Truss Type Oty Ply T10319898 Lb 1B12_Grp2 B CJS Comer Jack 8 1 Reference o tonal Builders FirstSource, Plant City, FL 33566 3x4 = 8220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:55;36 2019 5.0-0 541-0 � 8®le-1:12.7 Plate Offsets O(.Y)- [2:0-0-6.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(L-) -0.03 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 028 Vert(CT) -0.06 2-4 >921 160 BCLL 0.0 Rep Stress Ina YES We 0.00 Hoa(CT) -0.00 3 n1a Na BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight 17 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb(size) 3=1211Mechanica62=247104.0,4=481MechanipI Max Hom 2=105(LC 8) Max Uplift 3=107(I-C 12), 2--154(LC 8) Max Gray 3=121(LC 1), 2=247(LC 1), 4-95(LC 3) FORCES. (lb) -Met. CompJMax.Ten.-Allfaces 250(Ib) orlessexceplwhen shown. BRACING - TOP CHORD Structural Wood sheathing directly applied or 5-M oc purlins. BOTCHORD Rigid selling directly applied or 10-0-0on bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=42pst, BCDL=3.Opsf; h=15D; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and CC Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposedrC 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 nonconwrrent with any other live loads. 3)' This boos has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3." t30 by 2-0-0 wide will fit between the bottom lord 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 100lb uplift atjoint(s) except UNb) 3=107, 2=154. ,%% oPpU I N ,VFW Z No 68182 *; :* -9i •CTdF� nF ;ry 44/1 .1111111131111101 Joaquin Velez PE No.68182 MiTek USA, Intl FL Cart 6634. 6904 Parke East Blvd. Tampa FL 33610 Data: February 21,2019 AWARMNG-VMrydesrgnpanmehn wrtl RE4g NOlE30NTM5 ANB MCLVOm EVr&r BEF£RENCE PAOEEnFI47l m:ia'aV20158EPoRE BSE Oesipn vartl fw use end wM M1tael @ eanneUola. Tka 4cig, h 6aaE wJy upm parvneNn shown. aM h Ior m trlGndol dultli,q wmpnmt rot ��' eeuv sysle�Berws use, eiw Wa4irp desR�orrorstaedy tlo amG[abdly ordedgn YaamelpsalMPrPoeMMoarDwab tlua4eelptkM lM overaa rao��de ron. Bad�utle4hma�e a,� en.mm�or �,ow-Ad�ama a �w�ym4,e�anmtn, MiTek- h aMaya regaaea rwacabFiy am m weemtcaaeswwN, voeeAleaersgW aioy ma panertyaamaae. Fw9eneral medanra rew�nv me fatrlwewleWrape. tleevery. erarfkn aq trackrp olNtvvses vtl Nth systev.see ANs!/lPli gua110'CrfterA, 0.5&BewMBOSI BURNnH Comyonen! 6a00Pa,ke ereNa SaMylnl rlon araaaGehan Truss Rate Nsabb.2le N.lp SlnN.5vpe 312 Aleaartlda, VA2Z314. Tanga. F13aw810 Truss�J,�kS40pen Type �y Pty T78310889 2_GrP2 B EJ7 F16 18 1 Job Reference D 8onal Builders F soia,cce, Plant City, FL 33566 4xG = 8.220 s Noy 16 2018 M�Tek Industries, Inc. Thu Feb 21 05:58372019 Scale: 3/4'=1' N 7-0-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL In (too) gde8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.87 Vert(LL) 0.14 24 >575 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 SC 0.60 Vert(CT) -0.20 24 >401 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Ho2(CT) -0.00 3 n1a n1a BCDL 10.0 Code FBC2017r P12014 MatrixSH Weight 23 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. Ub/size) 3=165/Mechaniwl, 2=319/0-0-0, 4=801Mechaniwl Max Hoa 2=138(LC 8) Max Uplift 3=134(I.0 12), 2=181(LC 8), 4=1(LC 12) Max Grav 3=165(LC 1), 2=319(LC 1). 4=124(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (to) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3semnd gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat II; Fxp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-6-0 to 5-0-0. Interior(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 for a 10.0 Pat bottom Ward live load nonconcunent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" 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)3m�e mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift atjoint(s) 4 except Ott) ,2=181. ,,OPau)N'V111j" Iz No 681820. #0F SS,ONA% E�``� Joaquin Velez PE No.68182 M1rek USA; Inc.R. Celt 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 AWARNING- Veafbdeslgapannch a READNOT6 ON TMSANDINOIUVWMIfEKREFFRFNCEPAGEN674"J .. 1GAVt015BVOM USE Destan Woad fp Wsa pay Ma, RLTe� mnrUora Tbh design h basM mIV upaa paramebn 51xm'n, aM h fw en NSMdual IwNvip Rxnpmenl rut a buss aYslam.8etne use. me Wamr94tygnM muslveafy x,ealgeppaMddesign ParameEsrs acid poperly viwmwatatltladezyninm Dpwpaa haGeq desks. aradrg'vidtratedbbpeveM}xlrvg e11n4rvid,d WssweSaWptxp4 membenpey. AdGWnalgmpQarypq pemwenitraiaq MiTek• Iaalwaysmptlredfp alabaM ptlb permituaaapxwJM1 pszsarle pvamallryrya�q svop!Mdamaee. FcrgmreralgWdancereppduq n® taMI,Wbnnpffan deWesy.eredionmdbraong rANrs218 N. msystmu.v31 AN.VA=OWaeb Mhda, 0.511d9eMGC5lauMing Oor^Pa^a^t Ta0 . ka 366m 1 Sahb NsratmaUan xvmlaNefmn Truss Ra@InYtyle. Rle N.lea 56M,5ude 312,AbvMAa, VA ]331A. Tampa. F135810 Truss Truss Type Oty Ply r1612-Gr?2—B T18319 GE1 Common SWCMaI Gable 1 1 Job Reference o tional Builders FirstSoume, Plant City, FL 33566 aI1 d THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. 4.00 is 6.6 = 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:38 2019 3x4 = 4x6 = 3x0 = des = 3" 341d 1&I" 27-10-2 i 9&14 I 9-0-2 I 9-0-2 9-9-14 ncala:3116'=P Plate Offsets (XY)— 12:0-0-6,Edgel [4:0-3-0Edge] rl2:OJ-0 Edge] rl4:0-M Edge] LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (Ice) Udell L/ PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(L-) 0.32 18, >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.89 Ved(CT) -0.6018-20 >742 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.44 Horz(CT) 0.17 14 n1a n/a BCDL 10.0 Code FBC2017/TP12014 MatrixSH Weight 198 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.1'Excepr 17-19: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0oc putting. BOT CHORD Rigid ceding directly applied or 4-2-6 oc bracing. WEBS 1 Raw at midpt 11-18, 5-18 JOINTS 1 Brace atJt(s): 22. 24. 25, 26, 27 REACTIONS. Qesize) 2=1444/0-4-0,14=1444/0-" Max Horz 2=120(LC 16) Max Uplift 2=664(LC 8), 14=-664(LC 9) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less exceplwhen shown. TOP CHORD 23=-05472304, 3- = 2172067, 5.6=2266/1589, 6-7=2230f1601, 75=2211/1613, 8-9=2211/1613, 9.10=2230/1601, 10-11=2266/1589, 11-13=32172067, 13-14=J5472304 BOT CHORD 240=2060/3316, 18-20=16132700, 16-18=16302700, 14-16=204413316 WEBS 18-22=67011094, 8-22=72811141, 18-23=-801/664, 11-23=7591570, 11-16=2481567, 13-16=396/433, 5-21=759/570, 18-21=801/664, 5-20=2481567, 3-20=3961433 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=166mph (}second gust) Vasd=124mph; TCDL-0.2psF, BCDLa3.0pst, h=15ft; CaL II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1 -0-0 to 5-M. Intedor(1) S-M to 18-10-0, Extenor(2)18-104) to 24-10-1. Intem (1)24-1G-1 to 38A-0zone; cantilever left and fight exposed; end verUcat left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) The buss has been designed for a 10.0 psf bottom chord live load nonconanentwith any other We 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." tall by 2-M wide will fit between the bottom chord and any other members. 6) Pnovide mechanical connection (by others) of truss to hearing plate capable of withstanding 1001b uplift atjoint(s) except Qt=lb) 2=664,14=664. OP`QUIN4VFW i No 68182 f OF '�/z 10 S�ONA� E?, Data: Geri 66M rd. Tampa R. M610 February 21,2019 USE AwAR,VINO-Vse A➢frssl FBEBCEPasindM7QJ building pvamepnd000m ONOT&SONTmal anillgn copr58EPoRE a*INttBDIS Mbudcli o>mxn Tub tlssl9n isbmetl copy upmpanme4n slm m6iGvitlual hum'vq lnot ��- naMbfm triasryssnn.Bebro�sa. na Wi16n9 tlespmrmuvveeM tln appGrab&b of design Wnmokn cot pmpnlb hlmpaate tlia 4eslPiNb Use acne aWasvastNuwmase.t r into Use Iisn9da9n MiTek' b eMaysbu9wMtbustabyty artropreventmA�awiM poss3b pasotullryuryaMr+WeMtlamagn Farpmeri9t4ama re�Mpa` fatricaaon.elaraga, tle4very,erectionattr Wpmaimes cot bvss syslemisea ANSYIPIf Qua➢ryG➢cY, DSBdp e,N BC51Bu➢d/ng Comllonenf M1 Safety Nfame➢on avaaaNe mvn Twz Pbm Ns4WM, 219 N. Leeabeet.6vae N2.NaaM4a. VA 22]14. 3661East0 Tampa. p TamM R. Tress - Trvss Type Dry Pry �Job T16319901 812_GIR2_B Hip Girder 1 Job Reference (optional Builders ruelbourde, Plant Day, FL U3566 - 8.22USNOw1621316101Ilexmdusmex Inc. Inu Veb21U5:w.4220lS Pagel IDzyWUWbaYuy1h2j5HEKkhziLlag7MDKnMztd?UA6RApOSJ2mR20_MKJJj2aotOzi?gB 7a0 14-10.1 22415 30.&0 37a0 38a0 7-0-0 I 7-10.1 F- ]-11-13 71 -0-0 Scale: wt6'=l, Spacial NAILED NAILED NAILED Special 400 12 7x10 = 2x4 It 5.8 = 4.6 = 7x10 = NAILED NAILED NAILED- NAILED NAILED NAILED NAILED NAILED 3 16 17 18 4 19 20 5 6 21 22 23 7 zo za w zb zr za n uu n Al uz 2x4 II NAILED 4110MT20HS = NAILED NAILED NAILED NAILED 5112 4x10MTMOHS =NAILED 2e4 II Special NAILED W4 MT20HS = NAILED NAILED NAILED Speciat NAILED Tao I 14-10-1 F_rgJ3 7A-0 ao-aa 3I 71L11 Plate Offsets (X,Y)- 12:03-3,Edge1. [3:0-M,0-3-0L [7:0-8-0.eJ-01. [8..0," Edge], rl203-8 0-2-81 (13:0-6-12 OA-01 LOADING (ps0 SPACING- 2-00 CSI. DEFL in (hoc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 VerhLL) 0.74 12-13 -609 240 MT20 244/190 TCDL 7.0 LumberOOL 125 BC 0.87 Vert(CT) -1.0012-13 >446 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina NO WB 0.96 Hom(CT) 0.15 8 n1a Na BCDL 10.0 Code FBC2017/TPI2014 MattixSH Weight 4291b FT=20% LUMBER - TOP CHORD 2x4 SP N0.2'Excepr 3-55-7: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 *Except' 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2883M4-0, 8=2884104-0 Max Horz 2=48(LC 27) Max Uplift 2=1607(1_C 4). 8=-1608(LC 5) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-7 no pudins. BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. FORCES. (lb) -Max. ComplMak.Ten.- Allforces 250(lb) or less exceptwhen shown. TOP CHORD 23=3373/4534, 34=12591/6866, 4.6=12589/6865, 6-7=12604/6879, 7-8=-8377/4537 BOT CHORD 2-15=425917899,13-15=4248/7861,12-13=-0771112602, 10-12=4206R864, B-10=321617902 WEBS 3-15=162/733,3-13=267&5026,4-13=96Bf763,6-12=985(771,7-12=268&5036, 7-10=161/733 NOTES- 1) 2-ply truss to be connected together will 10d (0.131'x3*) rats as follows: Top chords connected as follows: 2x4 -1 now at 0-9-0 oc, 2x6 -2 rows staggered at 0-9-0 Do. Bottom chords connected as follows: 2x6 -2 rows staggered at 0.9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oo. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as IF) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL-0.2psF, BCDL=3.Opst, h=15ft; Cat 11; Exp C; End., GCpk0.18; MWFRS (envelope); cantilever left and tight exposed; end vertical left and light exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) At plates are MT20 plates unless otherwise indicated. 7) This Wss has been designed for a 10.0 psf bottom chord live load nonconanrentwith any other live loads. 8)' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 34.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except OtAb) 2=1607,8=1608. 10) 'NAILED' indicates 3.10d (0.148'x3•) or 3-12d (0.14OW25') toe -nails per NOS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2391b down and 271 lb up at 7-04, and 239 lb down and 271 lb up at 3D-0-0 on top chord. and 306 lb down and 204 lb up at 7-0-0, and 3061b down and 204 Ill up at 30-74 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. `,%�OPQUIN7V. GENg No 68182 �9 • S OF f�O�FC R 1 p ��`�• SS/ONALE�.�`•. Joaquin Vela PE No.68182 Mlrek USA,; Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 AWAa,10Na-VedlydWHn prame4rs aN6FAD NOTES ON IMSMD MMMW M?EKREFERENLEPAfieA 74x1 rtv. 101130015e iliF USE IYslan varmfmusa emu•AaI ALTex®tonneaon TNa 45gn is baud my Wmparametm mwm.aMbfwen ln6rdual WOtlLg mnpanent col evza sypem 6elare use, file WtGrSae.lYrcr musiselMiM aplxxae&ymtleslplparamehn vld PPpedYinrdr0arate tlda deagn Nb Me oreao sem�pu4eUrsfttsfaeMbpWewent�ap»wMmpmiaMePaiMPUDeMdanugaF �aaW�ryryrynemdadnH MiTek' hb'vaean.arorage, deemy, elembn aM 6rarbi9maysseaad wvsystema,see AN51I)DII WuUII'Crlreda, OS&89eMDL5lauHmnH Component T.a.M well66d. SahyNhm+a6pn avaeaWa 6vn Tnaa Pleb hnsGLRe.218 N.lae Sheet Svda]12.AbxaMda, VA 22314. TamW.7L 3eafe Job Trvss Tmss Type - Gty Ply T1 8319901 1612Grp2_B GR1 _ Hip Girder 1 Lb Las Refenmee(optional) Builders Fust6ource, Plant City, FL 33566 8.220 s Nw 16 2018 MTek Industries, Inc. Thu Feb 21 05:58:42 2019 Page 2 IOzyOGUWbaYuy7h2j5HElq"Lla-g7MDKnMztd7Ur06RAp03Jr2mR20 MKJJj2aOtO4?gB LOAD CASE(S) Standard 1) Dead • Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=54, 3-7=-54, 7-9=54, 241=20 Concentrated Loads (lb) Vert 3=192(B) 5=111(B) 7=192(B) 15=-306(B) 13=-60(B)4=-lll(B)6=111(B)12=60(B)10= 306(B) 16=-111(8) 17=-111(B) 18=111(B) 19=111(B) 20=-111(B) 21=-111(8) 22=111(B) 23-111(B) 24=-60(B) 25=60(B) 26=60(B) 27=-60(S) 28=60(B) 29=60(B) 30=60(B) 31=60(B) 32=-60(B) ®WARNING-V.Vydesrgnpar M,send REAONOMS ON MSMD1NCLUDMhIMDI(REFERFNCEGAG6M7M..1dtCYlO15eETORE USE Oesgn valid fpruse.*y sbTek®rnueatpv mdsdesgn IsbaN.W only upmparamelen slv n and Is ratan 6t"&al WMIng cpnWeeL M b ,rshmB u .Ve buldn deal% t nantvany 9repp5.ELy ddesio �and pcpedyNmr * this desgninbthe averaB buMlVdesgn. MOW Is eMrys r s uss Benmd Bai epvsanal nPnyeM pppedy d&M11 and tp pR'n:Wdr, ra . MR-69andStlb fabdredm.etpeape. de0my. aemm and brasAK alprsse8N.Lee y4mn,�e ANSVAM31vany Mre4i 0.RadB and SCSI anUdBr9 Cwnpdnenl .1va e. 0 s ard! lie d. SabylnromraUpn e+aBaNelmm TnAw Rate mslIDM, 2fe N. Lea StrteL Side]12, Abaa�Wia. VA 22]t<. rr inseam Tampa, FL 3e6tp T[Rgo,uss Type Dry PtyT16319902 F1612�2 B GR2 Special Girder 1 As L Job Reference (optional) Bidders FIM150uree, Plant Co. FL 33566 8.220 s Nov 18 2018 MiTek Industries, Inc. Thu Feb 21 05.58:44 2019 Page 1 IDzyOGU WbaYuyth2j5HEIgkh4Lla4WLLrTNEPEFC4KGgHE2wOG76wspxgE3cAM36yHzj7g9 2958 t�-0A T40 1]da 140.t2 283D 20Sa 2444 3-1. '.' tOa T-0-0 1 648 � B-09 T-2d 2-0-0�PTt�i-1-2 410.16 I�aL1 a3A scale =1:67.9 Special NAILED 4.00 12 6x8 = NAILED NAILED 2x4 II NAILED NAILED 5x8 = Sx6 = ties = 6x8 = 2x4 II NAILED NAILED 4x12=6x12MT20HS = 2.4 II 6xl2MT20HS = Speced NAILED NAILED NAILED LUS26 4.6 = 5x8 = 2&5-a )dL 1586 I 2 2BJ-0 2aJU 29dA 3740 7D0 BL8 64a i 73d 2II 04till8P0 "A Plate Offsets (X.Y)- 12:04-0.0-2-101.13:Od-0 0-2.6) [7.0-2-12 0-3-01 [10,03-14 0-0-51 LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate GripDOL 125 TC 0.69 Vert(LL) 0.64 15-17 >697 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.42 Vert(CT) -0.9215-17 >489 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina NO WB 0.94 Hom(CT) 0.12 10 r9a We BCDL 10.0 Code FBC2017fTP12014 MatnxSH Weight 440lb FT=20% LUMBER- TOPCHORD 2x4SPN02'Except' 3-0.6-7: 2x6 SP No-2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP N0.3 REACTIONS. ([Wsize) 2=276710-4-0.10-219310-0-0 Max Horz 2=62(LC 12) Max Uplift 2=1495(LC 4). 10=1001(LC 5) BRACING- TOPCHORD Structural wood sheathing directly applied or 3.9-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-9.13 oc bracing. FORCES. (lb) -Max. CompJMax.Ten. -All fares 250(Ib) or less except when shown. TOP CHORD 23=7933f4153, 34=1110515795, 45=11103f5794, 5-7=851114208, 7-8=57072765, 8-9=ZMSI2743, 9-10=-60 2890 BOT CHORD 2-18=3916f7479, 17-18=390617445, 15-17=E065)12D49, 1315=-6065112049, 12-13=d1661M% 10.12=2693/5691 WEBS 3-18=1591648, 3-17=193913903, 4-17=7161570, 5-17=10081420. 5-15=3121877. 5-13=-382012046.7-13=L26f1242, 7-12=-0586rMS, 9.12=3571361, 8.12=166513469 NOTES- 1) 2-ply lass to be connected togetherwiih 10d (0.131'x3') nails as follows: Top chords connected as follow: 2x4 -1 now at 0.9.0 oc, 2x6 - 2 rows staggered at 0.9-0 oc. Bottom chords connected as knows: 2x6 - 2 raw staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except g 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 roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasil=124mph; TCDL=42psf; BCDL=3Dpsf; h=15R Cat II; Exp, C; End., GCpi=O.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevenlwter ponding. 6) All plates are MUD plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 par bottom chord live load nonconcumard with any other live bads. 8)' 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 fag by 2-M wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of lass to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ut4b) 2=1495, 10=1001. 10) Use Simpson Strong -Tie LUS26 (4-1 Od Girder, 3-1 Od Thin. Single Ply Girder) or equivalent at 19-0-12 from the left end to connect truss(es) to front taco of bottom chord. 11) RII all nail holes where hanger is in contact with lumber. 12)'NAILED' indicates 3-10d (0.148')07 or 3-12d (0-148"x325) tuetlails per NDS guidlines. Joaquin Velez PE No.68182 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R.33610 Date: February 21,2019 ®WARNING- Vedy designpaeamekrs aM!ce^ NOTES ON MS AND MCLUDED JKI REPERE M PACE WYM. f0C342015 SE iw USE Design" Id fos use only efth MTek® rn hry Tlds design is Eased only upon paramabn sewn. and is far an NdvNuah buiding mn4meµ oar �t �VY e0ai systvn Berne use. aq buid,g designer need verdv" applicablityddinirlparamekn and Pub incogonte tl8s design Ines one went d olW ME B In Mryaeupri, Gn ktl M!Tek' aM�bpCp R W YdaM OroM �B R ar+l, mha�gmdng Ae (aErbSon-storage.delivery. enxpm and Eraevg MErmesaM Wsssyatertd.see ANSVTPII Ovegly prkda, 0.5Bd9eMBC5laugding Component 6904 Perim East BNd. SakfyWcesewtlan av bE Ern Truss PistehnsbM.218N.1se SE Site312.Akxardrb.VA23314. Tampa,M Seem Truss Type Oty Pty P1612;—Gr?2��-B�GR2� T16319902 Rool Special Gilder 1 a� 2 bR fe ( 5 I) Builders FIMtSOD=, Plant City, FL 33566 - 8220 s Nov 16 2018 MRek Industries, Inc Thu Feb 21 05:58A4 2019 Page 2 NOTES- IDZAGUWbaVuy7h2j5HElgozjLladWU ITNEPEFC4KGgHE2wO(378wsp%gE3cAM36yH217g9 13) Hanger(s) or other connection devices) shall be provided sufficient to support Mricentrated load(s) 288 lb down and 271 lb up at 7-0-0 on top chord, and 306 lb dcvm and 204 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Incease=1.25 Uniform Loads (plf) Vert: 13=54, 3-7=-54, 7-8=-54, 8-11=54, 2-10=20 .Concentrated Loads (Ib) Vert: 3=192(F)18=306(F) 17= 60(F) 4=1 11 (F) 15=-717(F) 19=1 11 (F) 20=111(F) 21=111(F) 22=111(F) 23=60(F) 24=60(F) 25=60(F) 26=60(F) ,&WARNING- VMIy dalgn xnmefersan4HEAD MGM ON DOSANOIMMWMM KRb lMVCEPAGEM47Mnv.. 1WOY2015BEFORE asE Design rald lm ma aNy w ALTeM oamec Mus tleer1. basetl anq upgn pann.tem sliovni. M b fa an � buMmg wnpm not abuasysb�Belorausa, rue buNip tleigxrmustvedrytlm epp&;ability altle9pn xramabn M prvxdy hxapvab tluaaes'9r'vibtlm werag ev0Or94esgn MiTek' betxaprtgimM b#ab4ay arMfoparentop0apsewlN pmvbb xmanaliryuyaMlagpedy damage- FmxxN pui4MxrtgarS�gibe bGkagan. ataage.tleerery, erec6gn 0ntl bmtln9 �hasesaM hues eysmma.ae ANS(RP11 Guegry CMeda; 0.SedgaM BCSI6uMlnD Cpmpexnl a04 Paint Eat BNB. Sahrylnlomuaan avaaame (mm Tniss Pbte In56m1e.218 N.1xe 6heN, 6uEe 312 Alaardria. VAi23fA. Tamp, R 36810 T Job Truss Truss Type OIy Pty T16319903 1812 Grp2 8 GR3 Jack -Closed Girder 1 1 Jpb Reference (optional) Builders FirslSource, Plant City, FL 33568 8.220 s Nov 18 2018 MTek Industries, Inc. Thu Feb 21 05:58.45 2019 Page 1 ID:zyOGU W baYuy7h2j5HEKWvjLla.5i2MzpOsgYN3iUrOrrZ9xUgOUF67ZSFIPOpgUjzj7g8 3.9-2 I. 7-0O ' }9-2 3-2-14 Scale a 1:16.9 2.4 II 4x6 = Plate Offsets MY)— [1:0-3-6,Edgel LOADING (psf) SPACING- 2-0-0 Cat. DEFL in (fee) 0dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 025 Vert(LL) -0.02 4.5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.04 4.5 >999 180 SCLL 0.0 ' Rep Stress Ina NO WB 024 Hoa(CT) 0.01 4 ma n1a BCDL 10.0 Code FBC20171TPI2014 MalnxSH Weight 361b FT=20%, LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOTCHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 1=410/04-0, 4=7371Mechanical Max Ho¢ 1=130(LC 5) Max Uplift 1=188(LC 4), 4=359(LC 8) FORCES, gb)- Max- CompJMax.Ten. -All forces 250((b)orlesseaceplwhen shown. TOP CHORD 1-2=10011454 BOTCHORD 1-5=441/924;4.5=-0411924 WEBS 25=171/466, 24=948f484 Structural wood sheathing directly applied or 5-0L oc pur ins, except end verficals. 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.OpsF, h=15$ Cat II; Fim 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 Pat bottom chard live food noncenctimentwith 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." fall 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 hearing plate capable of withstanding 100It, uplift atjoim(s) exceptQl=lb) 1=188,4=359. 6) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3.10d Tmss, Single Ply Girder) a equivalent at 5-24 from the left end to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) a back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 13=54, 14=20 Concentrated Loads (Ib) Vert 6=-652(F) III\III III `% % Pp.. W �. ��GENSF��i No 68182 -03 ST OF 44441 i �.<� R I P Cj.N ,O N A' 1I %% Joaquin Velez PENo.68182 Mfrek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 21,2019 Jab truss Truss type ON PN T78319804 1612 Grp2 B GR4 Roof Special Defer 1 1 ob Reference (optional) Builders FrstSource, Plant City, FL 33566 MO s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58.462019 Page 1 IOzAGUWbaYuyWj5HEIGkhzjLla.ZvckA9PUw VwJeGCPl4OThCVFPNcILHvdgYDOAzj797 -1-5-0 6-11-6 611.6 2.83 12 NAILED NAILED NAILED NAILED 5 NAILED NAILED 20 It Scale-1:15.6 Plate Offsets (X Y)— [2:03-11,Edge] LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. in floc) Odeft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.11 24 >710 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.11 24 >700 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Hort(CT) -0.00 4 Na rda BCDL 10.0 Code FBC2017/rP12014 MatfixSH Weight 251b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. fib(size) 4=225MA-15,2=296M3-14 Max Horz 2--99(LC 5) Max Uplift 4=-212(LC 4), 2=290(LC 4) FORCES. (lb) -Max. ComplMax.Ten.-All forces 250(lb) orless exceptwhen shown Structural woad sheathing directly applied or 6" oc pur ins, except end verticals. Rigid ceTng directly applied or IG." oc bracing. NOTES- 1) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=32psf; BCDL=3.Opsf; h=15$ Cal. II; Exp C; End.. GCpi=0.18; MWFRS (envelope); cantilever left and fight exposed; end vertical left and right exposed; porch left 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 nonconcu rentwith any other live leads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3E-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except amb) 4=212,2=290. 5)'NAILED' indicates 3.1Dd (0.148-x3) or 2-12d (0.148'x325) toenails per NDS guidlines. 6) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead - Roof Live (balanced): Lumber Increase=125, Plate Inaease=1.25 Uniform Loads (plo Vert 13=54, 24=20 Concentrated Loads (III) Vert 6=56(F=28, 6=28) .OPQuiN F vFl,��' LENS No 68182_ �9 • S OF 44 101. RX ��% Date; Inc. FL Tampa FL 33610 February 21,2019 Job Truss Truss Type Oty Ply T16319905 1612 Gp2 B GR5 Roof Special Gkder 1 1 ob Reference (optional) Builders FirstSouree, Plant City, FL 33566 8:220 s Nov 16 2016 Miirek Industries, Inc. Thu Feb 21 05:58AI 2019 Page 1 IDayOGUWbaYuyth2j5HElgkhzjLla-15ABNVP6h9dnx07PyMbdOvlfk3r4loX2sJInY¢j7g6 2x4 3 Smle=1:13.9 Plate Offsets (X.Y)- 12:0311.Edne) LOADING (psf) SPACING- 2-0-0 CSI. DEFL In ((cc) giber Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.07 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber OOL 1.25 BC 0.36 Vert(CT) -0.10 24 >712 180 BCLL 0.0 Rep Stress Ina NO Wirt 0.00 Hoz(CT) -0.00 4 n1a n1a BCDL 10.0 Code FBC2017/IP12014 Matrix-P Weight 22lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. 0b/si2e) 4=187N4-15, 2=264/0314 Max Hoa 2=87(LC 5), Max Uplift 4=173(LC 4), 2=260(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 Ob) or less except when shown Structural wood sheathing directly applied or".0 oc pudins, except end verticals. Rigid ceiling directly applied or 1G-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCOL-02psf; BCDL=3.Opsf; h=15f; CaL II; Exp C; Entl_ GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Pat bottom chord live load nonconwnentwith 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 3E-0 tag by 2-0-0wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100lb uplift atjoint(s) except 04b) 4=173,2=260. 5)'NAILED" indicates 3.1 Od (0.148'x3) or 2-12d (0.148'x3251 toesaiis per NOS guidlines. 6) In the LOAD CASE(S) section, loads applied to the race of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead . Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (p10 Vert 13=44, 24=20 Concentrated Loads 0b) Vert 6S6(F=28, B=28) Pc3N 1VF� UI.,. �%GENS�.? No668182 Joaquin Velez PE No.68182 Mffek USA,' Inc. FL Cert 6634 6904 Parka East BW. Tampa R.33610 Dale: February 21,2019 ®wARILNa-Veac,4lpn ParameNsxeM READ NOTFS ON MI3 ANDINttpOEDA9i£1<R6ERENh P.G ,JQ3 rtv.1daN0r5960RE USE �� eevgn carp (apsen, . hLTtl®gd a aat Viprrs bapMli ft cinpamme4nslnen. car bra an N�Ndual Wad:mg4wupwnenl not V16)eySMM1 aeNeUSB. gq Wa611gdl9gllrTlRtV[IV/VIOarIFGGIb&y01@Lgfl FLalrl[Ie9a11e g10F¢IIy lllmpPale EY9 devgn klbeC eVClig h+Ad•xldag, araasglnecazed6bprcm�lh�rYGgofktlividualnussvebalNwulwamemeenwdy. AddiY nalYngwarya�kpawunentbaag MOW 6 ahgysre9uuM Nstadtiy eMbPeswArudapse wwan Dusmle perswW'upayandpmMAY damage. Fwgemruguitinm agardxq eo f.bdc n.storage.deWe "ec5wi andwarngar Wssn wMeuss sysimasee AN3pIPlfftuaily Crlrw1a, 0.5Bd9 uMBC5r 9uedln9 CamyurroN a9gIP .E.Wwd. Sakybbmnallon ehdm Tr RatelesEL4e,219N.1ee30eetS 312.NeswAeu.VA22314. Una,R 35810 Job Truss Truss Type Ply 72' T78319908 1612 Grp2 B H1 Hip 1 Job Reference((optional Builders FirstSource, Plant City. FL 33566 4.00 12 8220 s Nov 16 2018 MTek Indusldas. Inc. Thu Feb 21 05:58A8 2019 Scale=1:6,17 5.6 = 4x5 = 4x10MT20HS = 4x6 = $z6 - 5 19 6 20 7 8 5x8 = 4xl0M120HS = ax4 = 4x10Mr20HS = 5x8 = 9-0-0 13-11-0 I 23.9-0 284i-0 I 3]43-0 l s-o-B a1t-D s-10-0 a-n-o 90-0 Plate Offsets MY)-- [2:04-0.Edge1, [10:0-0-0 Edge) LOADING gasp SPACING- 2-0-0 CSI. DEFL in (foe) I/de0 L/d PLATES GRIP TCLL 20.0 Plate GripDOL 125 TC 0.66 Vert(LL) 0.50 14 >905 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.90 VerbCT) -0.8414-16 >535 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.82 Harz(CT) 0.20 10 Na n1a BCOL 10.0 Code FBC2017/TPI2014 MatnxSH Weight 187 lb FT=20% LUMBER - TOP CHORD 7x4 SP No2'Excepr 4.6,63: 2x6 SP No2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (th/size) 2=1444/04-0, 10=1444/0d-0 Max Horz 2=-00(LC 17) Max Uplift 2=714(LC 6), 10=714(LC 9) BRACING- TOPCHORD Structural wood sheathing directly applied or 2-M oc pudins. BOTCHORD Rigid ceiling directly applied or 3-7-9 oc bradng. FORCES. gb)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=-36292742, 34=33712421, 4-5=31312323, 5.7=427713040, 7$=-31312323, 84--33712421, 9.10=36292742 BOT CHORD 2-16=250913393, 14-16=286514109, 12-14=2868f4109, 10-12=2506rJ393 WEBS 3-16=244/430, 4-16=5571856, 8-12=557/856. 9-12=244/430, 516=12241975. 5-14=0/392, 7-14=0/392, 7-12=1224/975 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 BCDLJ.Opst. h=15R Cat 11; Exp C; End., GCpi=0-18; MWFRS (envelope) and C-C Extedor(2) -1-M to 5-0-0, Intenor(1) 544 to 9-0-0, Extenor(2) 9-0-0 to 17b13. Intenor(1) 17513 to 28-80. Extedar(2) 28b0 to 37-1-13, Interior(l) 37-1-13 to 38-U zone; cantilever leg 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 ponding. 4) Ali plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 6)' This buss has been designed for a live load of 20.0psf on the bottom chord in a6 areas where a rectangle 3." tall by 2-M wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of lass to bearing plate capable of withstanding 100lb upfi0 atjoint(s) except (jt=1b) 2=714,10=714. Jpi pl N a V F<<c i No 66182, kc •,��c� c. O R 1 o P C>N�N�• ,O N A `�% Joaquin Velez PE No.68162 MrIek USA,.Ino. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNINO-Vefty slpn{aramekr .eN DNOMSOM N18ANDINCIUOEDMrrENREFEREr.'CEPADEB6)4r ..169 OSBEFOREDSE - DeslBrvalidfaYsa wdy Hp RfiTek®opnnemac. iliadesl®rH baxd onprupm Daranromn 51x+en, eM bfm an hdM9W bW Wg mmpmem, not Ina* systmxttelmeuse. the bue6rg deimar must vary ea aMlia bmy offt.0 panuni and pmpedYa puam ads desk Into the overt balSigdesgn.&adrg lndaand6mmepNbutldmp pl b,6+iduA bvsvrebanVnNmd nanbersady. AdbYwWtenpraryandpenanentbracag Welk' o swap reWhed fazmpd'eyammpevem moapsewun ppsxLlepenauliryLyaM PeDabdamape. Fm gercN 9uitlmue: ga�rgtta faMraSor storage. deemy, ere tim andmadnp ppmrsxs tr yY ANSVAM14. By Cdlala.OSBdaaMBC5l BuadlnH Comppnenl 6on,,a. eEaslc, Sm 31 Sakyhrmmutbn areaada troth Truss Plate Insemm.218 N. LLe SheN, SUS 312AkxNkda. VA 22314. N. S Tampa, R a6610 Tss�iT�4,p Tyo Oy Ply T16319907 FJob G2m 1 1 cab Reference o tional Builders RrstScurce, Plant City, FL 33568 8.220 s Noy 16 2018 MITek Inc. Thu Feb 21115:58.492019 Scale-1:64.7 5ks _ 2k4 II 6x6 4.00 12 4 19 5 ?D 6 20 II 3x4 = 4x6 = 3x8 = 4.6 = 3x4 = 2x4 11 5-1U-14 11-0-0 18-10-0 268-0 31-9.2 378a ' 5-10-ia 51-2 7-1,-0 1 7-10-0 1 51-7 5-t0.td Plate Offsets (X,Y)— [2:04-0Edge] [8:04-0 Edge] LOADING (ps0 SPACING- 2-" CST. DEFL in (foe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Ved(LL) OA3 13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.7013-15 >636 160 SCLL 0.0 Rep Stress Ina YES WB 0.87 Horz(CT) GA9 8 nfa Na BCDL 10.0 Code FBC2017ITP12014 MatnxSH Weight 1771b FT=20% LUMBER - TOP CHORD 2x4 SP No2'Excepr 4-6: 2x4 SP M 31 BOTCHORD 2x4 SP No2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1444104-0, 8=1444)04-0 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 2-54 oc incline. BOTCHORD Rigid ceiling directly applied or2-2-0oc bracing. FORCES. (III) -Max. ComplMax.Ten.-All forces 250(lb)orless ezceptwhen shown. TOPCHORD 23=36392717,34=.31222324,4-5=35892717,5fr-35892717,6.7--31222324, 7-8=3639f2717 BOTCHORD 2-16=24TIM391,15-16=2488rMl,13-15=19712906,11-13=19682906, 10-11=248513391, 8-10=248511191 WEBS 3-15=5161550, 4-15=175t402, 4-13=-598f909, 5-13=-4841530, 6-13=5981909, 6-11=1751402, 7-11=5161550 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3aecend gust) Vasd=124mph; TCDL=42psf; BCOL=3.Opst,, h=151t Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exteriw(2)-1-04) to 5-0-0, Interiot(1) 5.0 to 11-0-0. Exterior(2) I I." to 195-13, Interior(1) 19-5-13 to 264-0. Exterior(2) 2641-0 to 35.1-13. Interim(1) 35-1-13 to 38-8-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and faces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. 4) This buss has been designed for a 10.0 psf bottom chord five load rmncon xa entwith 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-" tall by 2-041 wide Will fit between the bottom dlord and any other members. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100lb uplift atjoint(s) except (It--Ib) 2=707,8=707. %oPQUIN J .''OENg No 68182 _ --9: :X= 3 S A OF :�441 00. a` ORIV Joaquin Velair PE No.68182 Milk USA, In& R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 AWARMN0-V.*HslBnpa.m eMRFJ10NOT ONrg3 INUMMN4rEXREFER WPAGEN7471rev, fn8 MSBEFDREUSE 0.19n vW d fa we-* wob MekO ppnnetlas.Tbb4.an bb.nv apov paaatea clown, and N la an FGN4al lxd m(0ldmlmk rot a bwd sywem Befa w ee W1&Vdeftw wW verify the app5cablAy Wdemnanvoetex and pmpvly hmxpmale rids design bdo theoven4 dnUN&s1pn M!Tek' balways n.Uxag . dehbdMantlbrand cingof WVposawbpetsmalirywyaM aweMdShWil Fapmeral *.DS 9endg the fadipCon, ataapp,4Wery. vemanatMh Wio WV .VWN Vwssyste 31 AN.VAMQua14. bGtlhtla.OStl89 antl BCSIBUIIdInB GumWnpnt Taxi M. Eat BNd, 5ahyln7wmaeon avagaNehvn TfwaPlat NSBNU, 218 N. Les Sneak Sots 312, AkmWia, VA 22aN- Tampa FL 31a310 Jab Truss as Type Dty Ply T78319908 1612 Grp2 B 113 Hip i 1 Job Reference toclienall Dunears nrnoeurce, Meet Gny, FL: Ib88 4.00 12 82 0 6 NOV 10 ZU16 MI I eK tus 2x4 II 64 = 4 19 5 20 6 Inc. I he Feb 21 05:58:51 2019 2x4 II 4x6 = 3x8 = 3x4 = 20 II 3x4 = 4x6 = Scale =1:64.7 LOADING (ps0 SPACING. 2-0-0 TCLL 20.13 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FSC20170 P12014 CSI. TC 0.82 BC 1.00 WB 0.56 MatrixSH DEFL Ved(LL) Verl(CT) Horz(CT) In (loc) Well Lid 0.40 13 >999 240 -0.6313-15 >708 180 0.19 8 n/a nla PLATES GRIP MT20 2441190 Weight 181 lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOTCHORD 2x4 SP No-2 BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. WEBS 20 SP No.3 REACTIONS. Bb/size) 2=1444104-0, 8=1444M 4-0 Max Horz 2=85(LC 12) Max Uplift 2-E98(LC 8), 8=-698(LC 9) FORCES. pb)- Max. CompJMax. Ten. -All forces 250 Cb) or Iess exceptwhen shown. TOP CHORD 2-3=36082684, 34=29072199, 4.5=299112333, 5-6=-29912333, 6-7=29022199, 7-8=36082684 BOTCHORD 2-16=-24559359, 15-16=245513359, 13-15=18242685, 11-13=.18212685, 10-11=2452rJ359, 840=245213359 WEBS 3.16--0266. 3.15=7181670, 4-15=2151422, 4-13=3581540, 5-13=3511397, 6-13=35WS40, 6-11=2151422. 7-11=7181670, 7-10--0266 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) WindGCpi A3CE 7-10; V(1=velopeh and C-C d gust) reps-0-0. � tenor(1) 5." 13-pod, Exte�rtz)13- to 2i1s13, �%��QU I N r VF��, GCpi=0.18; MWFRS (envelope) CL Exteri Interiogi) 21-5-13 to 24-8-0, Extenor(2) 245-0 to 33-1-13. Intedor(1) 33-1.13 to 38b-0 zone; cantilever left and right exposed ; end �% 6P • ........ vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1-60 `%% , .••� C E H ��, _ 3) Provide adequate drainage to prevent water pending. V F•••, 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcunent vrim any other live loads. No 68182 5) 'This buss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 38" 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 100lb uplift aljoings) except (it -lb) 2=698, 8=698. -t7 ' 9 S F `S1ONA11 Joaquin Velez PE No.68182 Mrrek US& Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 21,2019 Aiv Rvrme-Valy deater parameter anti READ Nores oN 7MS ANe INcunew—c REF encN PAIwm,,rrra m:lbaYlatSaEFORE usE Designe Wuseaey WM wevP anneclav mill desiai It based ONx ugml I ccuns alovm.a 4 la al AfNdual wofin; Panent not a was system. eebre use, the eu" designer ma IrI,"the 110. 0, efdesiar paametcrs and pll dl inrapaate wa de9gn Inc the OUlldvgdezlgn. am6lg lndloaN6bpeveN SudL,gtlindiultulwvaebmdaaud memMra only. AddtiaWh�rary aM pemunenllraarg KWIC beMaya nyu'ved taam64ity agtO aevml Oagapse L, WssLle paaonal NA%aMaopedydamage. Fagenenl guidmce le9arding gro faG"vaeon.sWage,deA'ea, mecaon mq braW9odwsz»atlpuss sysinm.eee AN3Y)Pls Ouatlbr]FeAa, O51189aMBC5lauMlrq Camlprrolt 69e Fe Sah ylnfamatlon ev laWe tram Twa Bala NSEMe, ]10 N. Lea 6t2et SURe 31; A4sarA�u, VA 23314. Tm�a. K Fl 1e6in1g Job Truss Truss Type Dry Ply T78319908 1612 Grp2 B 144 Hip t 1 Job Reference (optional) Builders Firstsoutce, Plant City, FL 33566 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Feb 21 05:58:52 2019 Page 1 ID:zy0GUWbaYuy7h2j5HEKjkti jUa02z7RCTFWhG42ZtMhBojyST14RNir7nOb7YEpzj7gl 7-1l 22O 2 I 7 7-10.14 1zN227-1Aa1 a9A-q -ao' scab=1:e5.9 4.0D 12 516 = 5x6 = 2x4 II 4X6 = 3X6 = 20 II kRiB Sf.�H 7.10-1a z2 I 37u0A--09S-014 Plate Offsets (X,Y)_ 12:0-0$EdgeI. [9:D-" Edge) LOADING (ps0 SPACING- 2-M CSI. DEFL in (too) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ven(LL) 0.33 13-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.87 VerUCT) -0.5913-14 >760 180 BCLL 0.0 Rep Stress Ina YES WB 0.91 Horz(CT) 0.17 9 11a n1a BCDL 10.0 Code FBC20171TPI2014 MatnxSH Weight 1741b FT=20% LUMBER - TOP CHORD 2x4 SP No-2 •ExcepC 55: 2z4 SP M 31, 1-0,7-10:2x4 SP No.1 BOT CHORD 20 SP No.1 •Excepr 12-15:20 SP No.2 WEBS 20 SP No.3 REACTIONS. Maize) 2=1444rU-4-0, 9--144410-4-0 Max Ho¢ 2-97(LC 16) Max Uplift 2=588(LC 8), 9=688(LC 9) BRACING- TOPCHORD Structural woad sheathing directly applied or 2-2-0oc purins. BOTCHORD Rigid cetlug directly applied or 3-10-1 oc bracing. WEBS 1 Row at midpt &13 FORCES. 0b) - Max. ComplMax. Ten. - A0 forces 250 0b) orless except when shown. TOP CHORD 2-3=45532605, 35=-27052053, 5{=24902020, &Z-27062053, "--35522604 BOT CHORD 2-16=2374MM. 14-16=237413302, 13-14=16632489, 11-13=2372/3302, 9-11=237213302 WEBS 3-16=MO5, 3.14- N31755, 5-14=2271517, &13=2371518, &13=8621755, &11=MOS NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL-0.2psf; BCDL=3.OpsY, h=15ft; Cat It; Exp C; End., GCpi=O.18; MWFRS (envelope) arld C-C Exledor(2) -1-0-0 to 6.", Intedor(1) 5-0-0 to 15-M. Exteda(2)15-0-0 to 31-1-13, Interior(1) 31-1-13 to 38$-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 gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 Pat bottom chord live load noncencunent with any other live bads. 5) • This truss has been designed for a rive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-041 tall by 2-M vdde Will fit between the bottom chord and any other members. 6) Povide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at)oings) except (Itdb) 2-688, 9=M. `%pOPQUIN /V,c4F,,i S�.1 No 66182 *; :k• cc 1 1 AS OF :�� 1 ss,ONA, �?C1`�. Joaquin Velez PE No.68182 Mlfek USA, Inc. R. Cert 6634 6904 Parini East Blvd. Tampa R. 33610 Date: February 21,2019 ®WARNING -Verily das/Bn rsannmws and pwa nNg7ES aN7N4e ANp INaI/pED Mrr£I(REFERENCEPAGE N6]4TJ rev. fao-ofsaErLRE USE Desynv Musa WYMo, hfflr"maecb2 de is az anNupa,p� � and 6faran In rvduM buldvg carepaunL not Buss 11s EeMerse.ore bcld,gdeseeer a,stvalN eoa19cabney ofdesgn paamebrsaMRayerNboaparab 4u aesgn Inbtlowara4 Wednada11gn.ack.JronGraYtllsbpmm MiTeW 6arh-m rewradr srmaN a,dmcra+mtaoe�ea..m,wssdla PersmaluN.rana c�eoarodamaye. Paraanerr yaiamw msatdnoeta hbrcWon. staape,desuay, aed;m Mmacxg afbusxsaM Vusa zystans.sea ANSolPlf Cuaoly CrlfeA.0.5689eMBCSrauad/n9 Du^Wnens fi9p4 Paka EastBNd. SahfyfnMmatlon rvNatle San Trvsa Rob lnsSSIIe.210 N. Lea55eet,Sufs 312 Akzaridra, VA 22]14. Tampa,fL afi6lo Truss Truss Type Oty Ply rJob T16319910 1612 I,2 S HS Hip 1 1 Job Reference (optional) Builders FirstSoune, Plant City, FL 33568 �1 d 8220 s Nov 16 2018 MTek Industries, Inc. Thu Feb 21 05:58:54 2019 Scale =1:65.9 4.00 12 5x6 = Sx6 = 39 = 4x6 = 3x4 = U4 = 06 = 3x4 = -1� 37.801]-0 ]049-14-027 9A14 21 2b ' Plate Offsets (XY)- [2:0-0-6,Edgel [4:03-0Edge] 19:03-0 Edgel 111:O-" Edge? LOADING (Os0 SPACING. 2-M CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(-L) 0.40 16-18 >999 240 MT20 2441190 TCDL 70 Lumber DOL 1.25 BC 0.83 Ven(CT) -0.6513-15 >694 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.47 Horz(CT) 0.16 11 We We BCDL 10D Cade FBC2017frP12014 MatrixSH Weight 180lb FT=.20% LUMBER- TOPCHORD 2x4SPNo.2-Excepr 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.t •Except* 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 no pudins. BOTCHORD Rigid ceiling directly applied or4-0-6 on bracing. REACTIONS. (Ib/s¢e) 2=1444/0-", 11=1444/0-0-0 Max Hoa 2=108(LC 12) Max Uplift 2=676(LC 8). 11=676(LC 9) FORCES. qb)- Max. CompJMax. Ten. -All forces 250 [lb) or less except when shown. TOP CHORD 23=35462510, 3.5=32122285, 5-6=2433/1833, 6-7=-2261/1766, 7$=2433f1833, B-10=32122285,10-11=35462510 BOT CHORD 2-18=-2291/3315,16-18=1812J2698, 15-/6=13752261, 13-15=18112698, 11-13=229013315 WEBS 8.15=700/626, 8-13=248/552, 10-13=394/439, 5.16=-700/626, 5-18=248/552, 3-18=394/439, 6-16=386/547, 7-15=-386/547 NOTES- 1) Unbalanced oaf live loads have been considered for this design: 2) Wind: ASCE 7-10; Vul1=160mph (3second gust) Vasd=124mph; TCDL=42psf, BCDL=3.Opst; h=15t; Cat II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) A-M to 5-". Interion(1) 5-0-0 to 1741-0. Exterior(2) 17-0-0 to 29-1-13, Intedor(1) 29-1-13 to 38-M zone; canblever left and right exposed; end vertical left and right exposed;CL for members and farces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventmter ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcumenlwth any other live bads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in a8 areas where a'rectangle 3." tall by 2-M wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except(p-4b) 2=676, 11=676. `%% .......... I.. VFW .Ile i No 68182 b ..� Oti ST OF 4U i O NAX E %%%' S Joaquin Velez PE Nc.68182 M(rek USA, Ino. R. Cert 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 Job Truss Oty PiyT181812 FTMSaTyp. Grp2_B H8 1 1 b Rare... p9 n Builders Firstsource, Plant City, FL 33566 - 8.220 s Nov 16 2018 MTek Industries, Ina Thu Feb 21 05:58:55 m19 Page 1 ID2yOGU WbaYuy7h2j5HElgkhzjUaodf83E W7pmevOcx02kVLa4zfHWOvLeEiZECr8zj7g_ I -1-0-0 5-13 42-8 133A 184-0 Seale: W-1' 4.00 12 5e6 = 5x6 "- " 3.6 = 4z6 = 5-141 133d) 1 1860 5-13 e-z-0 Sri a-7-0 Plate Ofisels (X Y)- 12:0-3-6 Edge) LOADING last) SPACING- 2-0-0 CSL DEFL In (too) Ilde0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 VeMLL) -0.11 6S >999 240 M720 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 VerUCT) -0.23 6-8 >687 180 13CLL 0.0 Rep Stress Ina YES WB 0.38 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC20171TPI2014 MatnxSH Weight 74lb FT=20% LUMBER - TOP CHORD 2x4 SP No 2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=100104-0, 2=530/Od-0, 6=76510-0-0 Max Holz 2=44(LC 8) Max Uplift 5=-69(LC 13), 2=-300(LC 8), 6=337(LC 9) Max Grav 5=102(LC 24), 2=532(LC 23), 6=765(LC 1) FORCES. (lb) -Max. Comp.IMax. Ten. -All fomes250(lb)ortess acaptwhen shown. TOPCHORD 23=10%7770 BOTCHORD 2-8=6577924, 6S=-6611912 WEBS 35=0299, 3-6=9547740, 45�3991475 BRACING- TOPCHORD Structural Wood sheathing directly applied or 5-73 oc pudins. BOTCHORD Rigid calling directly applied or 6J01-0oc bracing. WEBS 1Raw at midpt 3-0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf, h=15ft; Cal. II; Fxp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Fxtenor(2) mne; cantilever left and right exposed ; end vertical left and right ex;iosed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nwrconwrtent 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." tan by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift atjoint(s) 5 except G1=Ib) 2=300,6=337. QUIN r vF� ice. No 68182 OF pT'• c P,•: �40 Joaquin Velez PE No.68182 MTrek USA, his. FL Cell 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 AWARMNO-VallydeslpnpaPmelma eMREAD NOTES ON 7NISANDINCLWEDMREKREFERENCEPAGEMX7M. faV3201SBEFOREUSE. • t ex hft ummGurte �m2M S7nem, Belareryuse. the bn&V dau,m must v" the arytbrit'/,i deun ues en4dPW=ly Nu deaeF Pbndd"9� M,�ea P�edn awn a�a�am Sarin, MOW 6aMaysrtyufrtd f> stabaly anbb WeseMcaOaDsawiN PmseJe persenalk¢uryadrameMdanwae. Fm 9.mM 9udmm retPmrg are rakWhnh.no.ge, defrvery.ef m a. bvasysten BVM CK1 Na. DSBdaeMBCEIBu0dln9 Component Pad. Sahylnfmmatlm avalaNa Iron Trues PNb PSaNte, a18 N. Lee Straat Svite 312AkvMAa, VA7pid, ss MWepd .21 31 drL 14. 366110 . Tampa, FL afiele T Job Truss Trvss Type Oy Pty T16310912 1872_Grp2_B M Diagonal Hip Girder 3 1 ob Reference (optional) Builders FostSource, Plant City, FL 33566 LOADING (psQ TOLL 20.0 TCDL 7.0 SCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 20 SP No.3 8220 s Nov 16 2018 Mrfek Industries, Ina Thu Feb 21 05:58.56 2019 3zd = 5 NAILED NAILED uv II NAILED NAILED SPACING- 2-0.0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017/TP12014 Scale a 1212 CSI. DEFL in goc) Well L/d PLATES GRIP TC 0.62 Vert(L-) 0.28 6-7 >403 240 MT20 2441190 BC 0.67 VerI CT) -0.34 6-7 -338 160 WB 0.25 Horz(CT) -0.01 5 n1a We MatrixSH Weight 37 lb FT=20A BRACING- TOPCHORD Structural wood sheathing directly applied or 5-10-1 oc pudins. BOT CHORD Rigid calling directly applied or 653 oc bracing. REACTIONS. (Ib/size) 4=157/Mec hanical, 2=438/0.55, 5--274/Mechaniwl Max Horz 2=137(LC 22) Max Uplift 4=129(LC 4), 2=372(LC 4), 5=155(LC 8) FORCES. (lb)-Max.CompJMax.Ten.-Anton 2500b)orlessexceptwhenshown. TOP CHORD 23=9111636 BOT CHORD 2.7=695/845, 6-7=5951845 WEBS 3-7=3451505.35=100SM27 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL--4.2psP, BCDL--3.0pst 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 buss has been designed for a 10.0 psf bottom chord live load nonconwaent with any other live loads. 3)' This truss has been designed for a live bad of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100lb uplift atjoings) except Ut=tb) 4=129,2=372,5=155. 6) -NAILED- indicates 3-1Gd (0.148")G) a 2-12d (0.148-x3.25) too -naffs per NOS guidlines. 7) In the LOAD CASES) section, loads applied to the faceof the truss are noted as front(F) or back.(B). LOAD CASE(S) Standard 1) Dead a Roof Live (balanced): Lumber Inciease=1.25, Plate Inain se=125 Uniform Loads (plQ Vert 1-4=54, 25=20 Concentrated Loads (lb) Vert: 6=39(F=19, B=19) 9=-89(F=45, B=45)10=54(F=27, 8=27) I� .......... . % No 68182 3 S OF -4 4qFRt I N 4- S�ONA� E?1�,` Joaquin Velar PE Na.68182 MRek USA, Inc. R. Cert 6634. 6904 Paden East Blvd. Tampa FL 33610 Dills: February 21,2019 A—Na-VMydeWpnpanmehn --ores No-7aT]m. fOWRo15aEF usE De n vabd W use"Wh NbTd®WenecOe. dz bbaederir rmmparamim slim and bloc arm coal Wed.rg mmWent rot ��• a trubsysEera Be(ue usa.tlre WiOng devPrvmrst way theaWrraeauy aldrslgn pmamekn cord preDeyvrmrporahe Pb4esipn utla tlw averaa ° adn° b M7eW ;e w1 wA� rsau�pu; a n"Fa � a f deriwryN. reapeW lly Crrfold OSfSe9 andaC5l Bundln9 cemponanr MesssRyslvnws. nese7 skovhraraastnaragwa. eerwwMmWogomftr 21e k zuvANS.vVAU314- reaarei wetroeNa. Job Truss Truss Type Dry Ply T16319913 1612_Gm2 B M4 Monopitch 6 1 Job Reference o tional ou—c eriio,�o�iw, ram ury, FL J,tbM 52 U e NOV IU M M MN 8K IndUSMee, Inb. lhU Feb 21 OS:bU:b12U1U Fagot ID-ZAGU WbaYuy7h2i5HEY4VgLla-kOmuUw%NLEuM8KmKYSnzQ48Gh5GSNK7 W 9f lul zj71y LOADING (psQ SPACING- 2-0-0 CSL DEFL in (too) Well Ud TOLL 20.0 Plate Grip DOL 125 TC 0.37 Vert(LL) 0.06 24 >884 240 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.05 24 >970 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 4 n1a n1a BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTC14ORD REACTIONS. (Halsize) 4=142M4-0, 2=21910-3-0 Max Horz 2=91(LC 9) Max Uplift 4=133(LC 8), 2=219(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown Scale=1:11.6 3 u4 II PLATES GRIP MT20 2441190 Weight 171b FT=20% Structural wood sheathing directly applied or 44-0 oc purfins, except end verticals. Rigid cetlbg directly applied or 104E-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=3.0psf, h=15(L Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) mne;.cantilever left and tight exposed: end vertical left and right exposed: porch left exposed;C-C for members and forces 8 MWFRS for reactions shovm; Lumber DOL=1.60 plate grip DOL=1.60 2) This in= has been designed for a 10.0 psf bottom chord live load noncencunent with any otherlive bads. 3)' 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 will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 1001b uplift atjoint(s) except Qt=lb) 4=133, 2=219. POU I N VFz %% �� CEAIS• F��i�� No 68182 // Cc 0R%QPG\�% E?�`�` Joaquin Velez PE No.68182 Melt USk Inc. FL Can 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 21,2019 Job Truss Truss Type Gry Ply T18.319914 1812 Gry2 B T1 Roof Specfat 1 1 Lb Reference o tional Builders First5ource, Plant City, FL 33566 5.6 = 4001 2 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Feb 21 05:58:58 2019 5x8 = Scale =IMA 3.8 = 2x4 II 3x6 = 3x8 = 34 = 3x6 II T-1-8 F we 1 12-0-0 i 18a-B 7-i-8 aaa 33A Plate Offsets (XYH I2:0-0-2.Edae) LOADING (Pst) SPACING- 2-0-0 CSI. OEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.10 2-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.19 2-11 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.54 Hou(CT) 0.03 7 n1a Na BCDL 10.0 Code FBC20171rP12014 Ma1rixSH Weight 861b FT=20% LUMBER- BRACMG- TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/s¢e) 7=672/Mechanical, 2=739/041-0 Man Horc 2=102(LC 11) Max Uplift 7=305(LC 9), 2=-373(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1424/885, 3-0=1211/832, 4.5=1314/874, 54--1404/924, 8-7=4151472 BOTCHORD 2-11=-850/1287,9-11=851/1277, 8-9=98111438 WEBS 3-11=4272, 4-9=157272, 5-9=288205, Sb=407/349, 6$=91911417 Structural wood sheathing directly applied or 3-2-6 oc pudins, except and verticals. Rigid ceiling directly applied or 5.11-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10. Vult=160mph (3secid d gust) Vasd=124mph; TCDL=41ysF 8CDL;=3.0psf; h=151t CaL 11; Exig C; End., GCpi-0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5." to 184-12 zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live bads. 5)' This buss has been designed for a five load of 20.0psf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of vrilhstanding 1001b uplift atjoint(s) except (it --lb) 7=305,2=373. ON �: �.' GENg'.� �, �\ No 68182 �9 S f0 F ::4J 00, VX "to fONAX- S%ts� Joaquin VeleirPE No.68182 MITek USA, Inc FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dam: February 21,2019 ®wARb Vnllydesraepannefersans D MOMS ON MSANDINCLVVWNREKR ZNCEPAGENI47M.. 16D3*015BEP0AEUM Dmlgn 0 WutlmNapmparameanbran.! Beforebofteamrcbwneed erdlue Berne use,aro Wa6M eesgnerrwstverur DnapDlOah�'aaslonparanema ma PeWIYI amn®4esiglNbthe avere0 css moped,hopensaathuaTn➢�MLne mhdogdelon olArq 4ee9n. Mire k' iaalwaya mpun4 /m aaSS� aM b pevent NeapsewM Wn31e persaal uP%uM popedy 4am;e. Fm Deeen19144ar�c. re9a��q Dle fa5rka4aR y>aYe.aeW¢,x. enc4m ad GawammnseaaW rum nn�n+.va ANSrrtPIICwD4CiIta6.0.5D89 wtlawaunaN9 cemromm Ssoa Parke Eut BNa S1eA'IA70I9iLbn avarUNe ham Tess Plat Insebb.219 N. Lea sheet S�Ce J12Ale+aM43 VA 22J14. Tamp; R J6610 Job Truss Truss Type Oty Ply T18319916 1612 Grp2_S V1 Valley 1 1 Job Referents (optional) eunoers Ins, ..rce, nam cny, rL=Ub 11 20 s Nov 16 2018 MITek Industnes, Inc. Tbu Feb 21 05:56:58 2019 Pagel IDzyOGUWbaVuy?h2j5HEK)kh4Lla-CCKGhGY06XODmUKWBAICyDffW Vgz6nFgOXSsOTrjNx 2x4 � 24 II 2 3 Scale -1:8.1 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Odefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.11 Vart(LL) We - We 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) nla - Na 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight 9lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied or 3-M oc pudins. BOT CHORD 2x4 SP No.3 except end veNcals. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 10-M on bracing. REACTIONS. (Ibfsize) 1=8013-2-0,3=80/3-24 Max Hors 1=43(LC11) Max Uplift 1=-36(LC 8), 3=41(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less exceptwhen shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2W,, BCDL=3.Opsf, h=15ft; CaL II; Exp 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 gdp 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 nonconcument with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in an areas where a rectangle 3E4) tall by 2-0-0 wide will fit between the bottom chord and any othermembers. 5) Provide mechanical connection (by others) of puss to bearing. plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. 111111111111 ,.POUIN VF�i4F No 6818ir 3 . S OF :4f •;c: R1�PCjN Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R.33610 Dare: February 21,2019 AWAFMNO-Vedrydeden panmebx and RE1DNOTES ONTWS ANPlNCLVOtDIAREKIteFERENCB PA6E 404y4TJrey. 1Ge310f5 BEFORE USE • 0enVv for Use wlpx MTek®mme .'nit de0p bbasod onb upon paramansd "bf m h~ntl building ca wt. not ��- bunssyOnn. aefaeuw. ea bvUng dedgnernmatvady Meapp4cabaay ddasiml paameten acl pryedy lnmporale aria design brio the p nta buildirgdesipn MiTek' banvayalepduedlastabMya WpraventaAapsa p�wlwnalil4vyaMp rtydamapa-Farwnerd Owdmalegardap me bbdratim.stnapa.debveeryry N eeeoapn and baWgdtruzsesad wsa aysmmxyee A110vauly CO .BSed BCE'Bullding Cdn mat 6904PaaeE tllM. SafetyIM rmadw avaaaMefmmTnus Pbtelns0 .210N.L Sbeet Sui4312Alexadda.VA22314. Tampe.rL 36610 Symbols PLATE LOCATION AND ORIENTATION 314" Center plate on joint unless x, y offsets are Indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 1en I For 4 x 2 orientation, locate plates 0- `+rr from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location detalls.available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated 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 reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIrrP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling,. Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 1 6'4� dimensions(Drawshamgs not In scale) 1I�I (Drawings not to scale) JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311. ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads In the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIrrPI 1 section 6.3 These truss designs rely on lumber values established by others. ® 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/032015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. dlogaral or x-bracing, Is always required. Bee SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing. Individual lateral braces themselves may require bracing• or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materiels an Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested par ies. 5. Cut members to bear tightly against each other. 6. Place plates on each few of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSVTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord cord ANSIMPI 1. S. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural wnsiderabon and Is the responsibility, of truss fabdcetor. General pmctice is to camber for dead load deflection. 11. Plate type, size, odentation and lowdon dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puffins providedat spacing Indicated on design. 14. Bobom chords require lateral bracing at 10 ft. sparing, or less, if no calling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter buss member or plate without pdor approval of an engineer. 17. Install and load vertically unless indicated otherwise. 11t. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Revlew all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient 20. Design assumes manufacture In accordance with ANSIrrPI 1 Ouallly Criteria.