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121 125 129 Donner Rd truss dwgs W Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTeV FILE COPY / RE: 16 050754- MITek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 336104115 Customer Info: Elite Homes, Inc. Project Name: Townhomes Model: 3-Unit Building Lot/Block: Subdivision: Address: Donner Road City: Atlantic Beach State: FL Name Address and License#of Structural Engineerof Record, # f them is one,for the building. Name: Jeffrey K. Hulsberg 3152 Address: 11481 Old St. Augustine Rd. Ste. 202 City: Jacksonville State: FL General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/FPI2007 Design Program: MITek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 99 individual,dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer rld1his ingdeVheet _I conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers F�IBs$, E No. Seal# Truss Name Date No. Seal# Truss Name Date _ „ s w a 1 TB717861 A 527/018 18 78717878 82 5271016 6V o �N 2 7871 2 At 5/ 16 1 78717 9 C 7 16 _ _ € _ o 3 78717883 AA 20 78717880 D a z W 4 T8717B64 AB 5/27/018 21 T8717BB1 D1 527/016 €` »r s 5 78717865 AC 5/27/016 22 T8717B82 101 D3 X7/016 Y 9 % s W < T8 7 66 AD 7016 T 17 3 7 78717887 AE 7 24 78717884 DD ❑ [3 CI 8 78717888 AFD 527/016 25 78717885 E 52a a 9 T8717869 AGD 527/016 26 78717886 E1 527/016 `ae tt i>r 10 78717870 AH 5/27/016 27 78717887 F 5/27016 s% z 11 78717871 AHD 5/27101628 78717888 F7 7 € dap a cs 12 78717872 All 5271018 28 78717889 F2 527/018 , o g 13 78717873 AItD 527/018 30 78717890 F3 527/018 0 5„� s @ 5t; 'za 14 78717 74 AID 527 18 31 78717891 F4 527/016 i 8 au 15 78717875 AID 5/27101032 78717892 FS 7 < s s < ❑ ❑ m 16 78717878 B 33 T8717893 FB 512710 17 IT8717877 B1 5/27/016 34 78717894 F7 RUMThe truss 16 referenced ed by iTek Industries,Innc.runde)r my direct supervision based e have been on the parameters ,�J`�G�p.CLE N!.. 0�i� provided by TmssMart Building Compts,LLC. al•: �.� SF Truss Design Engineer's Name: Magid, Michael No ERS81 My license renewal date for the state of Florida is February 28,2017. j IMPORTANT NOTE:Truss Engineer's responsibility is solei for g' p ty Y 0 TATE OF design of individual trusses based upon design parameters shown 4'k`•'•'�( o V- on referenced truss drawings. Parameters have not been verified �, F '••. 0 R% .:'Q �. as appropriate for any use. Any location identification specified is ��'�SS�0NA�E�. � for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the MkMel s.Mapld PE W.saem responsibility of the building designer, not the Truss Engineer, Masa .AA mo.ncertasN p ty 9 9 9 smd Pane East ervd.T,moaaaasts per ANSI/TPI-1, Chapter 2. May 27,2016 Magid,Michael 1 of 2 RE: 16-050754- Site Information: Customer Info: Elite Homes, Inc. Project Name: Townhomes Model: 3-Unit Building Lot/Block: Subdivision: Address: Donner Road City: Atlantic Beach State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 35 T8717895 FB 15/271016178 T8717938 K 5/27/015 138 78717898 F9 1527/016179178717939 527/0161 137 178717897 F70 1527/016180 178717940 1LL1 5/27/016) 138 178717898 F71 15/27/018181 178717941 ILD 1527/0161 139 IT8717899 F12 5/27/016182 T8717942 M1527/0761 40 178717900 FT _ 5/27/01 6 1 83 T8717943 I MI 152710161 141 IT8717901 G 1527/016184 ITS717944 I 1527/016' 142 T8717902 G7 527/016185 78717945 ND 15/27/016 143 T8717903 H 1527/016 86 T8717946 10 15/27/016' 144 78717904 HA 1527/078187 178717947 P 15/27/016 145 T8717905 HJ2 15271018168 I T8717948 10 15/27/01 6 146 178717906 HJ3 _ 5271M6 89 178717949 I R 15127/0161 47 78717907 HJ4 15/27/016 190 I T8717950 I SD 15/27/0161 148 178717908 HJS 1527/016191 178717951 TD 1627/0161 149 78717909 HJ6 5/27/016192 78717952 IUU 1527/016 150 IT8717910 HJ7 1527/016193 178717963 IV 15/27/0161 151 178717911 HJ8 15/27/016 194 1 T8717954 I W 1527/0161 152 1 T8717912 HJ9 527/016195 70717955 X 527/0161 5 T8717913 i 5/27/016 96 78717956 XD 527/016 54 78717914 J 5/27/016)97_ 1T8717957 IYD 1527/0161 155 178717915 J1 1527/016198 178717958 1ZID 1527/0161 56 78717918 J2 5271016 99 178717959 ZD 1527/0161 157 1T8717917 J3 15271016 58 1 T8717918 J4 527/016 59 178717919 IJ5 152710161 160 IT8717920 J6 1527/016 161 78717921 J7 527/016 82 IT8717922 J8 5/27/016 63 T8717923 J9 5/27/018 64 78717924 JIO 527/016 85 IT8717925 J11 5/271016 6 '7 17926 IJ12 1527/0161 167 178717927 J13 527/0161 68 IT8717928 IJ14 527/016 69 IT8717929 IJ15 7/0 5216 70 78717930 J16 5/27/076 71 T8717931 J17 527/016 72 78717932 J185271016 73 1 T8717933 IJ19 527/016 74 ITS717934 I J21 5271016 75 1 T8717935 1 J22 5/27/016 78 78717936 J23 5/27/018 177 IT8717937 IJ24 152710161 2of2 Job Tyff Trvss Typa Go Ply tttt]NI IOOWIW NO 1 M9ia499P001 irveM,a&Jbry LomgmM,.M NALry.LR 1 La.0 efp1U018 Mliekln WIet G[.Fe Mry31=0ULW" 10231QA VFSI% JbpUY00L fM-0q.gnOM09NP0EPLTIXYI0F5BCxCMM nN:11616 al stt Ago I3 y®= 1bM ge= abut-149.a R 3 13 4 ]N J 5 LSM II e q 3 13 la tp 17 9 1a a ] 11 Ps M= $10= 9M= 31-b0 66] plate OffoaV % 0b0 2 0 10 -0 LWOING(Ve0 SPACING- 2-00 CSI. OEFL, n Ila) Wa11 Ud PLATES GRIP TOLL 20.0 PMte Grip DOL 1.25 TO 0.35 Varka -0.191611 x999 240 M40 2441190 TOOL 7.0 Were.DOL 1.25 BC 0.]1 Vartl �0A01611 •629 190 BCLL 0.0' Rep Stress Into YES N9 0.54 Harz(TL) 0.01 ] No No BCD 100 Code FBQ014ITPI200] (MMx) Yritim 159Th FT=20M LUMBER- BMCING. TOPCHORO 2x4 SP No.2 TOP CHORD SWdmal wood sheal directly applied or cWOlnn, axmpt BOT CHORD W Sp No.2 end van"N" WEBS 2x4SP No.2 BOTCHORO Mold calling appbed 0r 10400c bracing. WEBS 1 Row at mltlpl 2-11 MITek recommends Net Shedders and required ams bredng be IndaMed during Wes e1Mlm,an MOMancewnn Stabilized, kn REACTIONS. (Iblsrse) tYALMeoneniwl,]-P9Mechmicel Mm Hoa N-INLC 12) Max UpIM11--216(LC 12),7-17MLC 12) Mu Grav 11=614(L019),]-603(LC 10) FORCES. (Ib)-Ma.OompdaeTen.-Aornes1250(b)alsssextepte en sooner. TOPCHORD 2.12-MM31.112=-5]9932.113=-560932,4-13-MM32,4-14-53]912, S14-be>905 BOT CHORD 11-15M1969.1S16�U969.10.18-11969,161]-136/4]8,41]-139/H6. 110a136/d]B,1L6-1 ]-0-1421259 WEBS 2.10-208687,110-3481274,511-12329.2-11-6751371),S7-7061315 J AA\4T3 PEL IS II444'11, NOTES- � Gt� ... MAC,� 1)Unbalanced raonNel0ads neve been mnameredfartnla design. �3� . G ENS'•. i 2)Wlnd:ASCE]n0l Vun-13omm pn(3n ena gust)Vasa-101ot mDLW.2paC BOOL-6.0pim n=255;B-]611;L=5411;save=SR,cls.IC C : �. F •.O i� Exp C:End.,GCd=0.16;MVVFRS(dl.edlorap and 0.t)Enarbr(2)M1-12 W 167-10,tolerant)16]-10 to 142,0 Simi 14-2A to Q N 0 53661 21-64 no"; la and members formcti a S MMRS I.,reaoMIAMI;own;Winner DOL-1.60 plate 90p DOL=1.50 3)ProveportionWreexport Manage to portion water ponding. � R]• 4)This tinea has been designed for a IOS for bottom[fool Ave load nonmnmrrent wnh any over live bads. 5)-This W.he.bxn IolBted for a Iia load N 20.0pd on me bottom cnopin all.,a..More a mtlangle ISO No by 2i O wide will ❑-G; ��4F( /'.�____ ;�� Mbawaentne b05am drool and any Plhermembrom won BCOL=ISOpm '9 •, - STATE /OF 14/ � 6)Rafter to pool for truss to oneswmadions. C) 4 ])Provldemdaniml mnnedion(bymherQaftmaslo beano,Plalacepable ofw0n.tanaing 210 W uplmdpim tt and 179 Is uMA at %w.tv�.�/ OR OP,:/1 N `.` ,.lo 9 3)'SOml-rpm brorads.Including heals'Member and fixity model was used in We analysis and design ofthol ' QP""/ONA -``G,, 411uu3s3e4 M cledi S.Magid P6 Ng.59661 MRd USA,Inc.FL con 6634 6904 Pals FW BIM.Tema x,R.=10 Bare: May 27,2016 Iramaw.VMrye Peremse,nrambommnmcmnxewoxrcYroanwiaxaasaaaNCEPnaw.'-'NommrSomrKuss. A. wee MMM u nye In. noixun.11vs myna to.-*-tun Pnnm.lin d—nM a lnunlnalvauel entla comp..71 nnu11 ` o Iron qMm. m e F d-mud-WIn. ip"...'.1 eeampom-1-old pmpwryF �O�n .mm .Maadmmn. amc.r9lnel�medaioae.em m�unaalmlrwellm...eeonwmmem„emwr.wry. 2..1111°MIempornpw pemmrwrl..into,.. MiTek' •eMaw o,urogor5loallMenaroG event ceamm MYn PonMe permminyryena wueeMaemnce. fv9enemlwxlance reybF010e bol IOM r.eaBemn e.,.M M mm, n ..FnaXW:111. �ee3n er Sul°eii Rinbanary"VA22MOIIMo.oselY end aeu aualry[bmparwnl W4pv4 asci .e r,mw.Fr 3M�g ,pb Twe Trues Type Ola, PNbibefebaboiammt I6050]N Al Mp TrvNNMaulby ComPonvMe, MYMry,pA t 1MOv1efebAodsmanal)Wklne NWN.70am21ml6Gvpv1 IO:MKxA_vFIIXW. p YD;L-CIBda9SD_2p5FiNERepbmAlFNx]nBpRyWvlYd]SelezCfkbn e 40 1-pa T.]a 14s sea em II 6a1.-cne `'m= 1.°N 5a8= SW 2 a 1 am c g 5 d qS i m n C p 6 13 T ° dM = aro= °"°- ]x4= 1.5x4 II Plateoffeas .03A bt 0.241 LOADING(psQ SPACING- 2.0-0 C81. OEFL. in lMq Vdell Ud PLATES GRIP TCT 20.0 PWa Grip COL 1.25 TO 0.65 VeMLL) 4 &H .989 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 VaI -0.N 410 -738 100 BCLL 0.0 ' Rep Strou lnu YEB VIS 0.60 HMdTL) 0.01 6 Ne me BCDL 10.0 Code FBC2011rtP12(101 (Meblx) Weigh:1481E FT=2000 LUMBER. SRACINO- TOPCHORD 2x4 SP N0.2 TOP CHORD SM1uqurelvcod Mea111ing tliregly apppad Or860 oc pldn0. Uaept BOT CHORD 2x4 SP N0.2 and vemeels. WEBS 2x4 SP No 3 BOT CHORD Fi9N dean,dlragry epak d or 1000 oc brecmg. MITek recom d Thal Stabllizero antl repueetl ansa badnp be Irnlalled dutln9 ima eroplw,In a whence wtld 6lablllxs IRS nd REACTIONS. (lip/size) 10=77211Aedlanlca,01.71 IMachanlcal New Harz 10-]9(LC 12) Max Uaft10=-2181.0 12),S'-17S LC 12) Max Gras 10=81](LC 18),6.7W(LC 18) FORCES 0b)-Mae.GOmp./Mex.Ten.-AM MrCea 350(Ib)ar left except Men shown. TOP CHORD 24-655!!20,34=-6561020.4d=,575245,Sb-77=7 BOT CHORD &9=-05m486,8-13--1501466.7-13-15N4W WEBS 2-9=-92582619-4131352,4.9=461298,4-7--268ONO.S7=482MO 2-10-779hall NOTES- 1)Unbelmnaed hard Whe loans have considered for this design 2)EptlCi En ASCE,GGpi-07-10 .18;l -ClElerbhr(2)0-1-1210&4ll,Nmor(1)6-7-0108162-C ExlebrO)1lt2AIe=7611,L�54fl GaNda6ft;Car'll; ,AAAA�PEL IAAAAA 21-O zone'oC for members and names a MWFRS Mr reactions shown Lumber DOL-1.W plate grip DOL=1.60 `�Nfa��G OEN Ci 3)Provide aaeyuale drainage to prevent water panting. C �.\ Sc..O 4)We buss has been designed far a 10,0 at bottom had live load noncanwnentwiN any other live bees. 5)'Thlstmss has bran deslgnedfor alive bsd 02D.Opslcathe boderamad In all areas Mere a redangIe1 tallby2-0Owitawill :/� No 53681 fit between Ne bottom Word and any Other members,with BCDL=10Apa. ❑ *; '•* 6)Rotor to W ems)far Was to Wet ao nadlmn . - 7)Provide m°chamul connection(by Main)OI mass to hearing plate capable ofwHhslanding 2101E uplift a plan 10 and 179 lb UPIM at ; Ran e. 79 STATE OF 8) Sem-rigid pltalG°axs inducing heelr Member and nzHy model was ueaam Me anarysmdna resign Mthlsalae i J .• (VQ Ia MlclNd S.Magid PE No.53fifi1 MNek USA,In.FL Cod 6534 6904 Parke Eed BM.Tamm R 39610 Done. May 27,2016 ijswdmvad�Vvlry Mgnpu.m.ruavna RF]ebd]aa ox]M]S ANO N'CtW®Y]eaeFSFaaaca Hda!]mrr.lovNplaeF£oRE as a.va m-T,=a.nwgw.meeegna ar,.e env p.�p=,om°r.nsm m.maNr .areva.rob„uad vo ha em..or u eNWmvaerlTermad very,u.mpamealy.1:ratan pas-tan no Prorate veW n" eee°�°.�nvi�ea.raa lrmprev.nle.mpw rindrne..l lm....eawe].ralmra mam5ea ie IiemWan.�a pemrnenl eraalrN MiTek' mac�`".aa lmbnelaw.na In nrtvenl w.pre..xn poral°wn.na lNsr and pa pain a.m.ve. rpmeray.'d.rc.r°v.ralrq me eeFery.mecuonene er.alrp ormaen.ne triownemr.rat W1n�0u.,%Cnw..pta°laaalale.amnp ea°pm.N e�W1 E.reltl. abhlnl lair°mv0lklwlrwnln,=FMra N.m.le.21e N.I..Nieer.sula>Iz.I.e.anOallaa 831 . Temp..n.1p Joe Tmee rveerype Oly PN i0]1]Ma Ie06Pn5, Ae HWNb , 1 ]rvuLIN."..mpwN. MINq.W ]deneMr19300 MIieklnEuaNea Ye.Fb Mg31G:W'.IIZh`Pg2F, q 23H31vFe1.C'tYJbpUYObLexClao-KWbLNynWP52MNONIRWOyhoVtra-0I OLF4xCM01 60 64sr0o ses i Rule.131.0 lO] 1B fi 3.e B {fiq II 4 9 B See= 0 ae4— 3Y I 1090 ]nw 50.1)61-0 LOADING(pNJ SPACING- b0-0 CHI. DEFL In (ITh) Yeah Lid PLATES GRIP TCLL 30.0 PMb Grip DOL 115 TC O.FH VONLL) -0.08 &] 499 240 MTN 2"190 TCOL ].0 Lumber IDOL 1.25 BC 0.68 VeNTy -015 bT >731 190 BCLL 0.0• Rep Stress lna YES VUB 0.]0 Hcrz(TLJ 0.02 6 nla nM el 10.0 Coee FBC201MP1200] IMatmO Vaught 751a FT=20% LUMBER. BRACING- TOPCHORD h4 SP No.2 TOPCHORO 51&ctursiwoodshea0ingelre*appllwar4-]-3mpudins. e.ap1 BOTCHORD h4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOTCHORD ii calling directly applied or 9.1.1 oc anal MRek'atnmmenda Ilial BlabiliaeR end rpueed waf bacn9 ,b In sued during Imes erzdion,in evAMance WN Hlabillzn Stand REACTIONS. Oblelze) 6=564W41.' 667tl Max Harz 2=235tLC 12) Max UpIffai 76112),2--208(LC 12) FORCES, pb)-Mu.Comp.lM .Ten.-Allror s280(lb)orlesscxept tenshawn. TOPCHORO 2-0-10911216.3-0-102&230.N--11041351.FB=1WS SO,S9-102M70, 6-0-49]1320 BOTCHORD 2-]- e008l WEBS S]-462p]2,S]�]311149 NOTES. 1)Wind:ASCE]-10:VUX-130impb(lwcond 9uet)V.ad-ton mph;TCDL4.2pe.BOOLrtDpa h=25n;B=76H;L=8411;Sandi C.L ll; bfp311111ryJJ Exp C;End.,G414.19:MVVFRS(direclbnall CC EMenor(2)-lS to 310.13.IMedmtl)3-10-13 to 1S]<zongC-O for \\Q S(, S. 4JA members and forces d MWFRS far rsaMona shorn Lumber DOL-1.60 plate grip DOL=1.60 \\ NP,,... Mq A,, 2)This was has been designed far s lGO psf bantam chard tiro lead nommncurrent ween any atter live loads. 3)-This mase has been designed for a live load at2UC,sl on the boom More m all areas All a rectangle 16O tell by 2-0.0 aide seen p;'V� `S(-`•'•.O Q rn behv0en the bottom Mom and any over members. No 53681 4)Pr WemechanicalwnnMlon(byoMers)MVusstobmrMgplantatioiM(9)6. 5)Provae mechanical WnneMan(by Whereof rose to bearing plate capable of Restarting 176 lb uplift at joint 6 and 2061b opIM a1 pint 2. 6)"Sari pechbrzaka including heals'Member end Nby model was used in the ani and design W this Was. -D; / ,31// �+ :s- STATE OF :�4U O��SS4 C) A�E?G`? MlchaN S.MMId PE No.83661 MRek UM.Ix.FL Cert 6534 6904 Pant out BIW.Tamp R 33610 Date: May 27,2016 pfs .o.veh,d .pare.erere.wnaxavd—are AMaant same.e.ax CEFOaaa..].n.w.,ae,a.,aeaaaaa-F CariBnvdd fv, raw Ween—n¢Im.1Fl,�Ialsbrefa—al P.—l—News.arta Mon ba. Lcs 1-dre edlnermwv ry eo of tlenpn Peromerm ontlp Ad`d o1IN v,vN—drem....Ii ,,p„'.`te°re�Ma�nuenteen�.p,evenrb"cell,p nrine,a°"I m,..'":euenelo<ennre memeen�r% empweeero Pemnnenlw""Ina MOW ante eat"vert ra rrabury ane ropmremcebpawnn porwle pemntl Iryuryen^popeM tlorrose. a e1na.z..a�Fery.ere 1—aii ovi iv—lic Wer ii re. relytM�Weay CXMXe Ol4efe n�C3l aunt O[ampaenr ..I. raw. aeNrylnbmapw ewlledelromlrvu PbrelneXule.310 N.4x 5tnen J"IM1 JI4.AkmndM. tmolk Term,F1 Job Trus. Trent Tyys Oy Plv mneH dlra]N As me.uen Aube o1-1, MM.,. a ]—YD-d'a llwdiljea�Ste MCNq WP5N fnNryzr M'S Cha CF4 ID:LINrILVF.1xTIJtquvoMa:clsaXOCECrvgmD3P32kNogIUNBtyroVxc_CnngCFaxCM]I 1110 R11-0 16Pe 1de 1110 6]d 6109 Sreb•1 N3 400 n 1.94 II 6 e 15.9 II e 3 I a 9 g 2 G a.<= a LORDING(wD SPACING- 2-60 CSI. DEFL In (loo) WAR 1/tlL�AT.E!s.g GRIP TCLL 20.0 Phle Grip DOL 1.25 TC 0.05 VNX(LL) -0.11 22 .999 240ag2441190TCOL 7A Lumber DOL 135 BC D.6B V.d(Tq -0.32 2-0 -536 180CLL 0.0' Rep Strew Into YES VBB D.52 H.T-) 0.02 7 Na NaCOL 10.0 Code FBC2014RPI2007 ("m) W9Iy : FT-20% LUMBER. MACING- TOPOHORD34SPNo.2 TOPCHORD SWdurdam.Al Neawing dl.*appliedar4+5th fArin , exupt BOT CHORD 2x4 SP No.2 end vertical.. WEBS 2x4 SP No3 BOT CHORD Rigid wiling deadly applied or 9-2-3 oc bredng. MTek mwmmentls that 6tablllzers and mquiretl Croae brecln9 A. Ylst 'tlurin0 thee dabij In acmrJm wMS.bllUer REACTIONS. (blsae) 2.887/ ,76610,24 Max Hoa 2.21](LC 12) Max UPM2�212(LC 12),7-1700.0 12) FORCES. (Ib)-Max.Comp./Max.Ten.-Allfome.250(lb)rlrse.ceplwhen.Eowo. TOP CHORD 2-9-10 412 4 0,y9-97&252,34-1043070,4-5-1027/30 BOTOHORD 2-8- P 925 WEBS %-441360,5-0-43211052,5-7 569107 NOTES. 1)UnbalanRd fool IFM loads have been wasklered fartMa design. 2)VAnd:ASCE 7-10;VUX=130mph(3-second Bud)VeW-1D1mph;TCOL4.2ps1;BCOL=6Dwl;h-25X;8=76q L=5411;eave-6X;Cat II: Exp O;End.,GCpi=0.18;MWFRS(diredntna)and C-O ExYedor(2)-1fi to Y1G13.Irdedar(1)3-10-13 to 14-11.0.Esteriogd)1411-0 4Lyp111111/gf to 15-7-4.m.,C-C for memos.and forces B MYRRS for readbns shorn:Lumber 0OL=1.00 dift. rip DOL-i.60 �QI1 3)Tva truss has been designed for a mo psmoaom Nord live load nonwnwnem wXh any other live loads. RP NPE� S. Mq R4iR 41'Thletdue.hes been desi0eashve wanted dl0.Opefonlhe bottom mord in all areesxllerea redangH 3.6-01all by2.Mwlde wN �` �G •`GENg•• G'iOy M between the bottom chmd and any other members. .` eP: �. F•'• 6)PmWe medhanlwl conneoWn May others)of truss to bearing plate Mjolnps)7. No 53681 6)Provide mechanical connediW(by othed of to bearing plate capable m"Uslanding 212 In uplift ad joint 2 and 170 lb ugmtl �\ joMT 1' ])"SemkiOitl pachbreake intending Weds-Member and fixdy modal was us"in the anabsie And design of this truss. -- :sC ;933'. STATE OF44, 11L1� 0 Rr1 P•G$I:- RRRRR.BtySB10NA;EN%�R MINW S.Magid PE 110.53641 Mliek UK no.RCsftadd 6004 Parke East Been.Tempa R 93610 Date: May 27,2016 Aw4RM'Nab ...As bas neoint cemn- on,Wlh MaeNI-ne,eegneb .or,xpnn P.m-enf. Ad! ln n .d-I hMlry ummpanenl.rod m.aeroroude.Me uWlticp Mlpmrmudvmly IMxWbdYnN lid uepn podaralenaM prepMy Acardia Mua . YYxtMmml emxl�e Stolen. SxmglnelroleaaroPe..ndl>u=M,BdIndlWwdw�...ee nndraaadn,enc.,.n N� eenlopol rempaay.nd pepmnenrdmanB MiTek' 6�I��uWldetl laaln[plryoM bgeuendcoWwe WdhraY[bpemmnllnµryaM prcpeMdnmcPGereml WlGnrce meoNMp Me zn. tage.a bia.mmbux oMbxvsr.*wun .thea lerrs.•ee RNanmerueXVCaMo.Wa.fe.ne.cu exNlea<empemnd aW vvka Faa NA. i=Nylllamrr xv.nMetiom]Iw plme HnoWe,xlerd.tee sln,n,wne 31x.nN,ond-.vn xxl 7.mw.FL arch Jdf Tmaa xTyye ON' Py ielllue w6p1W RC XeYx6 0 TrvNM Mdn0fmpw4. Navry.GR I]Yp•MIBBple Nli klnY fM1¢¢,Inca GnN Pb50DAta RpEl 10:23 WR_VFa1%'/YJbpUYONdzLletlaPazPlgnJ%yguy_IbrySMCMC�N'eoaReb%zCMtlk -1 1 A 1]AO 1SB0 1-09 61w4 61-3 3-&0 Sees =1'.add 511- 1.SG4 5 app u 3 0 a 3 ] yy= A = 8 9M= LORDING(pap BPRCINO- 280 C91. DEFL. In (Iw) Wv8 UO PLATES GRIP TCLL 20.0 P=181 DOL 1.25 TC 0.45 V.IBLL1 -0.13 2-7 AN 240 MT20 E.190 TCDL ].0 Lumbar DOL 1.25 BC 0.71 Vi Ho.as 2-7 Ads 160 BCLL 0.0 • Rep Sben Ino YES WS 0.24 Hoa(TL) 0.02 6 lite We BCDL tO.D Code FBCW144P120W (Mdbu) Weigh:70 Ad FT-20% LUMBER- BRACINB- TOPOHORD 2a4 SP No.2 TOPCHORD Structural wOctl MealMng dlredly applied or 411-13 oc Wagon, BOT CHORD 2X4 SP N0.2 ei and verlkala. WEBS 2X4 SP 40.2 BOTCHORD Right wil'ng directly applied Or 7-7-14 wbecnq. MTek lec'Ommenda gilt Stabinzera eM mqual was direct, D. Mmr J.ring truss erai In accordance with Stabilizer REACTIONS (iasha) 6=S6 241.2rt671058 Mex Harz 2=201(LC 121 Mae Up006-165(LC 12),b-2171LC 12) FORCES. (w)-Max.Compliant.Ton,-All farms 250(to)or ins except Men shown. TOP CHORD 28--11151420.&8-10481422,3-9-10091430.3.4-1175930 BOTCHORD 2-7-SBW1005,6.7-181Y2a2 WEBS 3-]--31111359.4-7-2531689,48--536,359 NOTES- 1)Wnd:ASCE 7-10:Vutt•130mph O hownd gum)Vasd-101 mph:TCDLM.2pl.BCDL=6.Opsl:h•2511;9-76fL L=SM edia Cel.11: Exp O:EnG.,GCpi9.111:INAFRS(directional)and"Exterior(2)-I4 to 3-10-13,Interior(1)110-I3ro ll00.Edi Iti W 1S74 zone',C-Cformembers and forces 6 MWPRS for reactions show,Lumber DOtr1.60 plate grip DOL-180 33p11111gTFa 21 Provide edeaucta tlrainweto pnveM wmM wntling. ,STs EL S. aI2 3)Thu was has been designee for a 10.0 pee brnom chord lin load nonconw,ed with any other tax loads. p OPtil,, , ,•This was had been designed lar a live wad of 2O.owf w the bottom had in ellareas M..rectangle 3-60 tall by 2-00 wade will `I NO ......... �'i IT between the bottom toad and any other members. �';'�.� aSP''• 5)Provide mechanical connection(by others)ofwas to bearing plate atpinl(s16. ` NO 53681 �• 6)Proved mechanical correction(by aaleml of truss W bearing plate capable Mith wsmw anding 165upllRatplid6and21]Mupeillat �\ joint 2. Y*• I e IS, C 7)'Sem4hgld pecbbraaks Including heels"Member end hefty model was used In Me anaysis and design of this truss. '9f.• STATE /OF " ION' 1811111%el" P. .��Yxx, Mlchad 5 Maqld K 110.53681 MRM US41nc.R Celt 6631 fi904 Pane Fam Bhd.Tampa R93610 DIM: May 27,2016 QW6RMNaVVNV Jupnpuxnel✓e+MM.1a XORs pee tmslNp IMLYOEpniENWEGEFFNCEIannn]¢]>ru.1nN]eleYI0aE1atE. - vafa Iwul euNe InµteL®cennetlonnn¢eeoann¢bau0 o Hupan Pawmelm,lw,oM' a mroauolbvialrq corryvnneen:ml o-;opoem. Bare :'boiltlmg Eenpnermusl ynryl ee eoDfnVOl tleYpn PnwmelwaaM prcpeM omkl¢Ee,FP ore,cl nnade,lan. amcnalnaboleahmwvemtucNMpers,ei e°mw•..:ebanw¢ra�ommemnea X� eenbnolremPervyendl>mmanw�ll.e¢Inp MiTBK eaMnaor di larmuEllXyaM le Prtaenl cobp,e WlFPemLle peronallnMVanE¢go�pieMwmge. emol0ukarorgpNap lFe SehlylMmnaXeneow!odme hamlrvv FGbInNXNeI]IaN.Lee Shue..5ulle]IR�AkwntlM�V]�R'1e�1. MM¢.nYdf¢n¢a[Sl euMnO�ampaxnl T,R a 4 � Jm Trves rvu Type N PN even nn]m IPASYI51 PU xMNlp a TuuNN&i0np wn{mwb, kbvry.W 'asu. la-sn'salMuabeve"N,Fe Nry31M:ovessaw Ppe1 to M31 Fslmj PUyMb CS Pm j�nJ%yglquASMCBECp U04R.b MEk -t bate 11-00 10W tad esu w: 4.vp ii-I ae 0 see= 1s.4 u a s 4m� apd s c d s v °S ] = e dao= 3M= 1680 plate 0 1%Y LOADING Used) SPACING. 2N0 CSI. DEFL, In (Ica) WM Ud PLATES GRIP TOLL 20.0 Plate GOP DOL 1.25 TO 0.42 VOMLL) -0.15 2-7 p999 NO MT20 2UH90 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Ven(]L) -0.39 2-7 > 70 180 BCLL 0.0 ' Rep Sbeu lWa YES WS 0.38 HorzQL) 0.02 6 Na W. Si 10.0 Code FBC201MPI2)07 (MeNq We1gM:7411, Fi LUMBER- TOPCHO- iii TOPCHORDMISPNo.2 TOPCHORO SWaturelwmebeaNinp tlimctly applied aY-413 oc Dualnn, ezwd BOTCHORD 2.4 SP No.2 ere veniwla. WEBS 2.4 SPNo.2 BOTCHORD plays wiling directly applied or7-S12 co bracing. MITek rccammvntla Nal alablllzers and res, d cads braung be Inalalktl aurin0 L- ereclbn,in accadanw wM Stabilizer REACTIONS. ONSIN) 6=564NNI,2•BBTN68 Max H.2=174OLC 12) Max UpIN6-158(L012),2-2M(LC 12) FORCES. Bb)-Mm.Comp.Ram.Ten.-Alfo=s25O(lb)cr Masexwd Mlenshown. TOPCHORO 24-109714N.8-941D41]485.19-10311493,}4 31IM3 BOTCHORD 2-7=1,AIM116,6.7=288]502 WEBS }h-941p41,4.1-1551502.4-6 -6221361 NOTES- 1)Wlnd:ASCE 7.10.VUN• scri)3-second gust)Vasd-101mph;TCDL4.2pa1;BCDL•B.OpeC h=25R;B•78Ih L•5411;eeval Oat.11; Exp C;End.,GCP14,18;MWFRS(diwctional)and C-C EMena(2)-Ib to}10-13,treatment)11 D13 Us 11- ,Exlenpr(2)11-0-0 to 1311111 15.7.4 zarri 1,r members,and farce.B MWFRS for reaction shown:Lumber DOL•1.80 plats,strip DOL•1.80 J%%1111111111 3�(- $ Ipa2 2)Provide adequate drainage to prevent water ponding. �� P- M II ...... A 3)TNN Way had been designed for a 10.0 par bottom cNad lM lead nom,anwWare art any caner live loMa. . ; G ♦ . '10E NS- . 4 q•Thus WMhe actmndealgn a fora live load of members. nthe bmom mcro in all areae aimed roctanple 160out by z-0.0 wide will �; V F• . i fitbetweenthe dnt mpmeney ine)membew. ` 6)Provide me,hmical damnation n(by adhere)of truss to bearing Dmte dat apablp)8. No 53681 61 Provae mechanical wnnernen(bv ctNvrq prwaa 1p veering PlMe wpabla Of withstanding Ise rouplift tlipimfiand zza lbudm at * :* �� Joint 2. 7)"SemHpld pXmbrcaks Including Nab•Member end fixity modelwas used In Na melysis and design of this trues, C-G; 9J. STATE./OF �WWFSS;ONA ��G`� MWRN 5,MgkI PE Nd.53881 Way UK les,R Cart 6631 6904 Parke Fast BIM.Tamps,R 33510 Date: May 27 2016 QwIRvided, eO eWMen.*nu+nMRENaprab ox]WS NMIMcluwai]EFFLFERNCa MaaOi]m lir.SwawlyafifoRE llaa. pmY..mmau>sanrrwmrnX.xeepWa.mea.ma e..q�e5a.ere� .p>emer.,�no�.a.a'Iaoe l�eel.,e�e�uWpeoml>aaem.,al emo»u�a.m.ossal I I P. e,le-mrP.map a Xyma«Ma -'am a-dr , a, .h11a 1.iI "EnIT.Bum2d6,-m MwintmoucxmcollMlNdualldri and cewememhen N. deyonoxempaary ere permaneel bradnp Mlle eno rvs:mi naeary om to Prcwn-,.,w�th.are pax,-d and eomape. Woenvele...11 rcgomW me Ilon ilggperdvdd y.weclbn aMemnngal 1.v Ise mawn sad a12,e dnsd-rll1us1yCXNee.weie dna N51\uWlp<mmpmsnl BBLPW Fiat PAY. SebrylnblmaM mmAode M1emiw PMlelntlnule.310 rv.W SM1x1.3uXe]I3.alemnem.VP]]yla. Tampa.FL]1y10 Cry ph, T8717867 7TZTIT,_� I a Inessed isureas...'reers, marry. xvY ID:M�IFIIXWJWUYDbL&Cft"P�pjrCLJXygUy�bN$MC�UN4ft�O.dk 1`oH, ft-fte Good :..a ass sor 4 10 a 100[1_2 I 7 Sao ard 94.0 LOADING(IF SPACING- 2� ON. DEFL. In Son) Rated U RIP 20� TCILL 0 Plate Grip DOL 1.25 TC 0.56 Vart ILL 417 2-7 491) 24 "Hon, =DL Winter DOL 1.25 BIC 0.75 Ved�Tl. " 2-7 �420 1. BCILL Ford,Schwas Inix YES VAB an Hors DOG 6 We one BCDIL Cods FBC2014rTPI2W7 (M�) Might 74 111 FT-adds LUMBER. OMCING. TOP CHORD 20 SP N0.2 TOPCHORD Structural wood sheathing directly appiked or 5-1-9 ob purfirs, except BOT CHORD 2x4 SP".2 add vadcal.. VwBS 2x4 SP No.2 BOTCHORD Rftgx1 bring directly applied or 7.1.5 oc thraftaing. �7,.Ir.xvoftar_�Wh.W'.�.b:.ftn'm required..housing ad d.mftddd�7dgftu as an:'it scamilance voth Stabilizer I"a a nstallation stuaft. REACTIONS. (Whande) 3�64Wa.�667� Mae Hos 2-140(LC 12) Max UpIM6-153(LC 12),2�230(!_C 12) IN[1_2 3 'L. I. Red U. r=1E. 7 E. 2, ad ag -0.17 2� V.!(,L) �gdd 7 �7 ag John 1 80 He (,L� ) . a buts mor ITIL) rhe M Might Toga rant 74 111 FORCES, (to)-Max.Coo,litharx.Ton.-All forces 25D(to)or Ins except when Shmun. TOPCHORD 4�10-75&363. 5�10-756563,5�-514113 BOTCHORD 2.7-866VID37 VNEBS �73091327.5-1—S700708 NOTES 1)VAnd:ASCE 7.10."W30mph(3-secand gFift Vadd-1 01 mph;TCDL=v.2psf,BCDL=6.0psf,h=25ft;B-76f,L=Wi eave�;Cat.II: Exp C;EnclL,GCpi4.1 8;MV%FRS direatimuld)and C-C Extmnod(2)-1�to 3-1�1 3,Intemod(l)3-10-13 In 9-0-0.Extermd(2)�to 1 15-74 zbsd,;C�for mandiand,and forces&MVVFRG for reassume shorsom:Lumber DOL=1,60 plate grin DOIL.1.60 Nl%%peL S. 4f"s, 2)Provide adequids drainage to prevent well pending. 3)71ftis muss has been designed for a 10C psi bottom chord IWO load nonconcurand wigh any other vve loads. N "GE NS"- x -f 4)-This truss has been designed for a live load 0 20.0psif an the bottom chord in all Ideas where.rectangle�tall by 2�1)wide will fit threaten the bodurd crucial add any other members No 53681 5)Provide doeshomcal connectom(W aders,of truss to be�ng plate at joirds)6. 6)Provide mechanical oftennection(by drove)Of thuss to becaling Place.,bi.W mth,tomfir,153 to uplift an W 6 and 2W to IM ad j.mt 2. er 7)"Sami-rigm pitchledush including heel."Member end Russ model Was used in the analysis and design ofmis tnuse -C 6TATE OF QJ Z "star I sell S,Won PIE m,w8l NITA USA.Inc,FL God NOW M parm East Bed,Turns F.33610 Deal May 27.2016 vve,. ThSdOvolllcovldo�� gool,11—h—Old 1v,1111dbxxhxxbvrbY11vmvv1110x d.v� c-,m�1. "Go k Add,o�d1b.,,�F—.1t I,xrab.vmn—mb.va1b,. a..Ieds Sam doo �ux Tarres FL W10 Job TO. Thew Type OIy FlyTall]Me e .. A-'0. HMWpGMn 3 TrvxMN WEnp oveba"ve. N'M'%,h1 l.&or/yrla Ata l.RekIMIMev,In[FaM%31MM'NIDta Rpel ID:11N12 VFa1%9YJ[g11VGN0zCIebG�LJb3YMpItXARIkJ2lMxcaL4wB JS,IINnCM]j 11?12 15AG ibp 41-A ?tp3 43-03 484 Scale=13a.0 and= Tsva N Bala= 4 m 5 n a s 4ob 12 1 Usc 8 2 p 13 14 8 I& 1a bl4 sing 1.aY II sap 4 4 LOADINO(ps0 SPACING- 240 CSI. DEFL. N (1.) Poen J-1 PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC0.42 Vi -0.10 S-9 -aMT20 24NIN TCOL 7A Lumber DOL 115BL 0.95VMgTL) HI.SO a-9 =6181CLL 0.0 • Rep 8".ma NO WS 0.43Hprz(rL) Cost T Na SCOL 10.0 Code FBCWI4TP12007 (MMx) Might 760 FTe20M LUMBER- SMING. TOP CHORD 2x4 SP NiTOPOHORD Seumuml wood sheathing beach,applied or 3415 or,purlins. mcapl BOTCHORD 2x4 SP Not end veniwls. WEBS 2a4 SP Not BOTCHORD Rigid calling direct,applied or 7-167 Oc moving. MITek rcwmmenda Mat SWbllbam and mqulred sods bndng bem1afl aurin a lruaf emcusn,in eccOMan.with Slabilher REACTIONS Diusize) 7.1227012.10211&58 Maa Hoa 2�42(LC S) Mex UpIM 7-332(LC 8).211-122(LC 8) FORCES. (Ib)-Ma,CamprMee.Tan.-Allfoves 250(E)mleneavMwfien mown. TOPOHORD 2-3=-2317153517219&495,41 =170 5,8-10-110&445.511=.17CW445, 11-12=-170&415.&12-110&445,&7-11th 82 SOTCHORD 2-9=55812130.&13=50111842,1114=501/1842.8-14-50111842 WEBS "-0573,58>535G41,6-5-48911887 NOTES 1)Who ASCE 7-10;Vue•130mph(3-dawns hunt)Vaed-101mph;TCDL=4.2pN;BOD46.Opaf,h=258:B=76N;L-541t;esusi 111; Eva C;Encl.,GCpi=0.18;Mari(devotional):Lumber DOL-1.60 plate gmp OOL=1.60 2)Provide adequate draidid,to preventwNer ponding. 1\I\ EL 5`, ,1,11 3)The truss has been designed for a 10.0 pd bottom Gloat live bed nonconcupent wi0 any other live loads �� aP Mt) Al 4)-This Was has been design"for alae load&20.Opaf on the boken chON n A areas where a rectangle 38j)%U by 240 Woe will �3 �G • •E.. nij In between the bottom chard and any Whet membrane. er �,�G NSF•,.O w, 5)Provide mechanical connection(by mans)M lruae to baemng plats athunts)T S)Pmvidemechanicalwnnwion(byot OM)Wl sstabearng Nate capable otwhhatand'mg 332 lb ui at joint 7 and 322 lb uplift aft No 53681 joint 2. 7)'Ser is pecbbmakn Including haver'Member and Rush modal was Used In the enajoia and design of this Was. 6)Haiti or Other connection deviddi shall be provided sufficient to support concantrated boards)I15 to down and 1230 up at 740=-G j % ��'1`�• _ �s 1151biummand 12311cupat9-0-12,1151idawnand 12311bupat 11412,and 1151bawmand 1231bupa1134-12,and HBlh 9•• STATE �F dawn and 123 to up at 1S&12On top chi and 287 to dawn antl 211bup at74 ,941b down at 40.12,84 th down at 1144.aided. ((y Woodwinds 110.12,end911bawmel 15412On WtbanchON. Tadesignnelecion Weuchwnnedfnaevica(.)lathe mepwaibilirrofothemOR . iAFs•• 9)In the LOAD CASES)section,loads applied to the law of the truss am noted as Mint(F)or back(B). 112/1.91, � 3\3 LOAD CASES) Standard 811111 1)Dead+poor LII(baenwd):Lumber Morone=t25 Plate Inchnsw 125 Micheal 5,Magid FE No93681 Under"Lowly(pin Migek USA Inc R Car IIS31 Vert:14=B4,46=5i 5901 Parte EaM End,Tampa A.WI Dote: May 27 2016 p waRMNO.vvreY[Wmpnvmebn-1 sup dada pts.1.ren.an.laaalaaCE PFY elm r•r.mabodur aEFOIIE use. Owgn Wld lm me onnrvllm Wle©=ennmim.the deYgn b Wmeuon .On Pe�OM1eNhM.alvi h vx- iaum bund wren--t ml nw diem avium u'e. ne builalnn ee,a -u lady sw nppocu -1 awwp pmmre -n pl ower ncummuts ext coup.111.ins cave,,11 buMnge,gn. .lane Ia 1.111 v-dae.1 virciI-mbenarm wmdm _anM�. n amp pemure^ kramnp M 8 obvia1 mull,*nonme wevem culmpernm waebeemnm rwrvena p,upe%em,wpe. pe.1.1uidanceresdI.dc e .1,aen.bu- ...lmerv.me1 and islu.l11.ri -IwmleslIA 11A2.1YOMae,pauvena ICN wnelne eumpnlwM a%4FW a.adM. Wlvty lMmmeXen ovo bhemirue Vlole h�nlule.ZIBN. SIixL5u11e 81 R,PbxorWam VP33]Y. ivmpv.FL]aa10 Joe rlv! rluv ryp. ab Flv ]Hosea f60E0IU .W NW Wp4Mv ]pXmxunuXeoow.xn MWe.vw x ]sw,plrflxreulrrlwnm..me fnXW ameo.0 xore l.l.z ID:231V/LVF.1x'IVJtquvoeLa:cr.dGYla],OYatylt%ARIkJ21Mu8LNVB_JSIINsGMy LOAD CASE(S) &ward conmmrmea LUM!Oe) Vetl: 115(B(5--115(B)B�B](B)10-1ISM 11-115(B)12 -115(B)19-252(8)1647(B)1�0](B(1"7(B) QrWEXMNeVxryl„pnpu,m,r.,.nIXFAe N025 oXTXIIMNR'LYYEOYrtXX anaXn I II- nnv.fagNefSBEfOFE USE. pn esus twYurt orlry Nln ulemcmrwcrars.iFu emgn 4e=u *opeer ummeknfF.,a em croon Intllalauel euwlrq cpmparonr,nor Iom uW.Me bulleFV Mpm must veMy meoPolk Llpryxaepn Po'o�grevana poly Fcargrere Pb aagnlnre Peemal e.im«epeene.. e�nal.ae.reeFmo-ep.ml,wlHwplm,.v�en.nj�ar.nd!nn e,om. mlrarol re„m.R,p.a e.wo MITe Le Qi��epa„am,n.nolrye.aropm..r papn�..nm po<rlaepe,e..l nrvrv.rsd wpp.ey a.m. weel�.lwa.n<e.eepmeam. ielev lme,�en°eoaebel"e.n"`firye'vin. °.rxie lam'+.�pe.nOslpei wv`eiii`+I.:..am"vn z�xxl�5.a". d..,..a xeu l.ulm e.mpell.ra eewp.ne ngine. ]xp..n xearo Jcb Trvfe Trvae Tyle Ory Ply R l]e6a teaW>N Ad.Toe WppMx TmeeMen&IIYq ComponeMe, MYNry,GA 9YJbPlmla Mie MiieMgPe xe6lnc MCBYnHa XlpH epepet ID23XL vFe1X?YJbpUYDbL4rClsbkollOPHJanNBfiN?OC9YnXauO%IpOn]YBUPiCMtli 16p I a« 1 xa1] pap p4O�l a e. ' Bule•1'.30.1 Ave= 10 4 11 0. 13 3M i .W 3 5 e 1 �# a 12 a 'a ] aw— 1.44 ll Lm= 1.44 h y4— I p�°IAp p'a I LOADING Faf) SPACING. 280 CSI. OEFL. in poll III cad PLATES GRP MILL 20.0 Plate Grp OOL 1.25 TO 032 Ve11(LL) 0.05 8-9 X998 240 MT20 244/190 TCDL 7.0WTbs DOt 135 BC 0.58 Vetl(TLl -0.10 " =999 180 BCLL 0.0 ' Rap S"i lnv NO AS 031 Horz(TL) ON 6 Na we BCDL 10.0 Cafe FBC2014(TPI2OO] (MMdx) WaIft 6611, FT=20% LUMBER- BRACING- TOPCHORD 2x4 SO No.2 TOPCHORO Structural wood ahe8lbMg d'aedM applietl ar 4+12 cop Wrlim, BOTCHORD 2x4 SP No.2 BOTCHORO Riga ceiling directly applied Or 5-410 ce bracing, WEBS 2x4 SP Nos MRek recammanda fl et StadlifM and maubed aas bacbp be .."Mal during boas medlm,YI xcoamuwiN Slebillza Indalleeon use. REACTIONS. (Ibblxe) 8WT4Mechaniwl,2577]018 Mex Hore 2.118(LO T) Mae UpWal-211i 8),2-371(LC 8) FORCES. (Ibl-Max.Camp.RMak.Ten.-All famed 2511 pM)or leas eecapiwhan Man. TOPCHORD 1,3=1635]514,310=14011509.410=1321/503.4-11-129)/4]9.511=140]/518, 58�-1884/552 BOT CHORD &79 5511438,&12-405/1438,51200.511438,8-13•-45111449,T-19--0.51ItM9, B]=-45111448 WE85 38=-2]N110,58—T011128,4-8-253/947 NOTES. 1)Unbalanced roof Has load.have been considered for Mia design. 2)wild ASCE TAD;VUH=1 Wri(}second gust)Wadi mph;TCDL4.2pd:BCDL=B.Opd.h=258;3=70,L=54q esus=611;Cet II; , Ts�`Iesslpg4 ' Exp C:Encl..GCp15,1S,MVrFRS(directional);Lumber 0041.60 phaft up DOli 1,Q AIT 3)This truss has been designed fon a 10.0 pd bottom drove live bad oancancartent with any Other live bads. �A �P� NSd'yq 4)•This truss has been designed her a lNe lad M 20.0pul on the bothm dwmin W areas where a mclangle 560 tan :by 2-0 ends will \G• O E '•.G/ . IS between the bottom choral and any doer members. P •.O �� 5)Refer to gimeRsl for Move to was connections. No 53681 6)Provide mechanical connector(by others)of/miss to bearing PIMA Capai dwXM1dantling 280 to uplift at jplm 6 and 377 o uplM m joint 2 7)'Seni pYMbroaks Including heels"Member and Noy model was used in Me analysis and design d this truss. ' 8)Hergems)OrdM1Mannedbn Moment)shell be prodded sufficient to sui mnuMrai lad(aj 7]to down and 8611,up M 6312. �-D; �l�/ s an 2041bdownand23811bupM 7.Nontop NoN.and MBlbdawnandllSibupa1630,and338bdownandll6oupat ]-34x 9Q: " STATE OF an heHam NaM. ThedeslpNeeledMn Ol such mnneMbn tlevlmpa)IS 1M1e reaponslCllHy of other. 9)In the LOAD CASE(S)aedion,brute Applied to the face or Me wsa are noted as flont(F)ar back(B). �T•• � P Ion�••.. O...... �` LOAD DeaaCASES) +ROW Like ovila11ad):Lumber mcroea=l.2S Plete lncreesa=135 ndard AAMSS,ON A,"%%% UnHOnn Wed.Off) Ved:14=54,"-54,2-6=-20 MbhM S.Magid PE No.53661 Concentrated Loads gb) Walk Inc.KCM 8634 Ve1L 10-22(F)11—Si 12-321p i 13-321(F) 6901 parte Ea51BNd.Tampa FL3%10 Ode: May 27,2016 QwAamxa.vx,rvawp.w•.m.w.xw aupxore.ox]mm A1M ulnwap4vraX aapaaaNap4aaxxaenx..IwaRelrevox uza 0mbn ,I.m avl— t1 comeekn.lM16anlgn'.60veaeNyv mater Nem.dee alo,an lnalvlMa thhowlxo FPm, ^^i.iw1 ae,bre,m„t Va4ry meo PbeanN eM°mpepemmelmn eye ono xlAdadkorvletwae,b, sa l;de;d `; eF �7Popm „11ea1 a ebe�Mlx,pemememb wd enww. emp«x ebP nein, ala MRek' ber,ort —,... . no peeed—i-eMMvrmb ao pe. .A., , adIrcereOeNNe me mdieftn llpnaro.volepoi Wein Dramin Mlmm 2A AX3VINI WONy GXedp.aHken4 rCN.utllp Cempemnl ep]4pW EapaAY, ra1Ny Imam'Ilan owlobklmml,w plate FSltule.218 uleerM1eel.Suite]II,PlaaMru.vA 22314. }amp.Fl Mata JOE Tess Trves Type OV Fly W17M0 m Inesel...a.CmynNs. NLwi Ip T{NM vFet%T'JWYDbLmCsbkoit9PXJvnNB6NPOCBYnHT50Y3pSy7YI&aPzLMUI uao TAO 6So Srale-1 a.o 4>a= ao 51-2 7 e 0 a ,.614 II av4= Us = LOADING(pa0 BPAGNO- 2-041 OSI. OEFL. in (bq Poen LPo pLATEB GRP TOLL 20.0 Psle Gtlp DOL 1.25 TO 0.85 Ved(i -0.IN 14 egBg 2s. MT30 244090 TCDL 7.0 Lumbei 115 BC 0.54 Vai -0.10 ti x887 180 BCLL 0.0• Rep Strands lncr YES VOB 0.07 Hodi 0.02 3 do Na WelghC 451b FT=2(144 CDL Code C2014R 007 (Man" LUMBER. BRACING. TOPCHORO 3x4 SP Not TOPCHORD Structural wood sheafnng already applied or 4-615 to purine. BOTCHORO 2x4 SP No.2 BOTCHORD Rigid caging directly applied or 9-9-13 ors bracing. WEBS 2x4 SP Not MITek recommends MM Senllam end required wee braung be installed during truce pro didn.Yi eccoMon.wnb SlWllber Insistence but.. REACTIONS. libels) 1=496M5-0.34g8 2-11 MM Hoa 1450LC 10) MM Upint 1=128(LC 12).3--12NLC 12) FORCES. (Ib)-Mex.Cwp.0lax.Tn.-Aq forces 250 Db)ar less except when mown. TOPCHORD 15-9241430,66=4691435,2E= 2W444.2-7-6181"7,74-6711437,"-4261432 BOT CHORD 1.43441020.14=3447820 WEBS 2+ IV334 NOTES- 1)UdeMadatl tact live loads have been comidered for the design. 2)Wd:ASCE 7-10;Vuq=130mph(l..dd guM)Vaed-101mph;TCOL4.2pe1:BCDL=6.0pef h=25R;B=76R:L�4R;eave�R;CM.11: EW C;End..GOpi-0.18:MWFRS(directional)and C-C EMerhori 0-2-12 to 5-7-e,InWor(1)3-7-9 to 7-0.0,Emvior(3)7-0-010 er L=1 60 3)This buesomi haseen designed Mr a 1r members thrul fnou"vital for 0.0 par bottom mom nve bad n nnncunections shavid: t con O any petery a bulaOL=1.60 \\\\\s�1.15.114f s 4)-Ilia truth has been designed fora lie load a 20.OMf on Me began chi In an areae where a nciangle 3-64 Yrs by 28 Woe will p �P Mq AIS M between the banes mom and any Deter members. ��t4N�:•.,\O E N S'- 5)Proved medlanlcal connected(by others)of trueeto opening Plate at piens)3. Q w 6)Provide medlanlul con (by sNenof truss Io peening plate actable of wOM1¢Ianding 128buplM alplM1 ntl 12610 uplillN NO 53681 joint 3. * C 7)'Spm4dgld atchbreaks including hi Member end Wy model was used In the analya..and dealgn ofthi rvss. *� �9Je STATE 4A2iaSyONALEC`\\\ MICINeI S.Magid IT 140.53981 MITak USAL led R Cert 61SA M Pam Eve Blvd.Two R.33810 Oab: May 27,2016 vvXy awM pvievem+end-0 everts nMIS IMO mcLuoao All aaraXNCE pa a a MF7n5m'.raaNeS¢across cors.' re, .In bc.eohy'oh...ronnMen.In.deEpnh or-ona upon Pwamelen v— vinJ"la en Ndhd.d Wadlry cdmpnnenl.not ibbc-mane,mint-NI henpohninitdeAnonpmeiproP..mH-nmmcb,XXdee�,nln,dthe o.erdll MiTek' Wn l�4 Le�pn`B �InadlnJmlNbldprevenl eaeMne dNMlMmnl MssweEUM^u Cne,e members ', mtra1-1treelrmmnentbrnsv EddN e aM ldpewmeWpuvMX poewle persona lntvyo :XnpaM tldmepe penernw Xa s uved lwtlefwry.meelknaM dveM ollrwrm mdlrvn ry�lenv.gee NTIWery CMetle.Ma-Mandae"ide c-peM aW4P0. ,O m. S brylnlaimanlbn dv kM1anlmuaklelMllub.]Ie N.Lee 9reeL 5dM1 313.IbmnJo. 9]I<. Teryv r Ba Trvee True T7 0" Py 160.N]5[ N0 Xp GMn ]9]11 Tru[[NMBulpnp G[mp[mr9L M'Mt,G, OLIr1BID u lne Fn0'al 2016 M' 3LvFs1% TJbUYW@LdDF61luH4EWLUkp4_gWQMuMnPP O CMA ra[ ata Bae ora acct sew soca-tzeo sx4= 4 ama 1.Axx c Lsa 3 e z a >e= 3a1a= ccssubs = 1.11 M sed tool F w LOAD INO(pe0 SPACING- 2.00 C91. DEFL. In (lac) g0e8 UO PLATES GRIP TCLL 20.0 PW Orly DOL 1.25 TO 0.31 VM(LL) 0.08 ] s999 240 ITT. 24,VIN TCOL 7.0 Lumber DOL 1.25 BC 0]0 Vefti 4.19 2-7 s851 180 BCLL 0.0' Rep Stress Inm NO WO 0.18 Hfa(TL) 0.05 6 Ns NO BCDL 1010 Cape FSC2014rTP12001 (Maid Weight:56 Is F7=20% LUMBER- BRACING- TOPCHORD 2x4 SP NA2 TCPCHORD Structural wood sheathing directly applied n}11-8 ox,pupins. BOTCHORD 2x4 SP Nat BOTCHORD Rigid rolling creep,applied or]+12 be bracing. WEBS 2x4 SP Ne.2 Mitek recommends and Stabiliaere and required cross bracing be IasteMa during trues erection,In accordance Win Smblfi9er Installation guide. REACTIONS. (Ibbve) 6=815rAi 2.9151658 Max Here 2=55(LC 24) Max UpIM6=268(LC 8),2=368(LC 8) FORCES. (Ib)-Ma.Comp.IMax.Ten.-At fottas 250(11t)or less exmptwnen shorn. TOP CHORD 2-3=19401002,9)=1]591018,4-5=1]551810,SB=-1933/]01 BOTCHORD 2-7�111788,9-7=-82311788 WEBS 4]=1891]98 NOTES. 1)Unbalanced raft live loops hive been coneMered Pr Pie design. 2)WnLL ASCE 7-10:WX=130mph(3-second goat)Vaud-I(1mpn;TCDW.2prt BCDL�OpH;h=258;B=76fi;L=Slat;eeVe=6tl;Oe.11; Exp C:Encl..GCPi=048:MWFRS(directional).Lumber DOL=1.60 pate alp DOL=1.60 3)Tnb Wahee been eesi,mal 10.0 pmbotam ctam purebred mareancunaot Win aoyoPerliueloatle. 4)•This Was has been deagnea twat.load 020.0pe1on0e MHom MON'orNareee wner0aredangle}60 WI by24-OedOw111 fill beMxn the bottom chard and any Other members. 5)Provide mechanical cares lon(by alhar0)01 truss W beuring plate atjobXls)6. ,`w�G ; `-ENS•qG�G 6)Provide mechanical correction(by others)of W9s to beenng plate capable MWP9tanding 200 Is uplift atjant 6 and 360 ro up1Mtl �� p:VL F` •.O /� jom 2. No 53681 7)'SemkiyM pitehbraab including heck'Member and fixity model was used in the analysis and design Valla tmu. 1 8)Hangers)or other connection dmi¢(a)shall be puvided ufficient to mppon concentrated"(s)226 lb dawn and 22911,up at 740 n top[Twd,and 2860 dash and 92 In up at 6-108,and 21511,down and 11211,up a ]-14 an bottom mom. The dealgn/selection. I ; at mM connection device(s)N the responsibility M others. B)In the LOAD CASES)section.loads applied to the lace of the truss are noted as port IF)or back(B), 9�r STATE OF :�JO` LOAO CASE(8) Standard %.(4 •C P 11Deade Rom Llve(balanced)'.Lumber lnaefte=1.25,Floe Inroad=1.25 /(0•'•�0Ft unnfnn Load.(,d) hSS • C� �` Concentrated! Veit i Mu.'6=54.2£-2D //Z ONA�E,%" Ven:4.-169(13)7--47518) Mlcnal S.MepN PE No.53681 Mlfek USA.Inc.A.Can 6634 Cast Palle EMiBW.Tempa Ft3%10 Oac May 27,2016 QWMMNaVmNylWenpvw.wu[.MPFAp Ma]El aMlaflMaCLYOEd MIEX REFEFENCFGIGEM6]<]1 nr.lagN019 YfaIK USG ' o.nf.�ua midi.[Hr run ar.m�nen...hne a.rN�ewaaory w[ao[r.m.he,rtmVm...e ha.. ie.�w� �rPOMm.dot .w.rnrHm aroa aa. meMp a..Mamm�•.Whn<.rwm[aiNaa.apn fore.»t....e we .pr= 5.aaoaa qqn wempe arm.eamw..mnw=Lnpn�eaua.ewr...eb oauwrnse m.�m.,.��. e,mamvaaaaamb...h�nrw MiTek' r anm+r. o ainm� mvm�tealaPrernm P«aaleoarr[.[Iwwo.awm.me. hm.na.[fa'ane n< �IobrkalM.Jwq.EtllveR ee��nP.[tlbadip orhgm[ona nuvmrerry be slTn duality oaaaa ofe Oanaetlleaalp Cempnn.m ie0.v.m.Ceoda. f[INY INnrmaaen-11i h-1.has NI,118N,he.,beet Sulhe3¢.A...,V.1 III H, Lmp.,FL 39610 1 Joe Trvn Trvu YPe _77 N Py nmOx wwm M ma il ' ]aw=MrlameMRa PoryWp'.5UO2ROIe Vep• ID:D �vFe1XNJL9UVDEOC �'SwNG1]RFMMHMU0iVy 2CMg wWM auNN-he..e1,_sO by 68O goalse1 4m= a s eab n 7 B e 4 n 3 'd NMI 6 Lsn II a4= 8d= GRIP LOADING(pall SPACING. 200 C91. DEFL In (Im) IdeaIb PlATE9 TOLL 20.0 Pete Go.DOL 1.25 TO 0.80 Ved(LL) -0.OS 0.5 'f 199 240 k1TID 2MI1W TCDL 7.0 Wmeer DOL 1.25 SC 0.4i Vel -0.14 46 '999 180 BCLL 0.0 ' Rep Seen Idea YES WH GD7 Horl 0.01 4 We nM1 yhigM'.4910 R=20% CDL 00 CodsC2014)IPI2 7 (Md ) LUMBER- BRACING- TOPCHORD 2e45P NOR TOP CHORD Seodurel wootl ehadM1inO slredy applied or 589 ac pul BOTCHORO 2a4 SP No.2 BOTCHORO RI9W Poiling tlittdN applied orlD60 oc EnCnp. WEBS 2x4 SP Not MTek uwmmenda Ictal BnbilKINa elw requeM wu b2 adg be Wsnuee aundg Kusa ereaion.In accar o d whh sla0iI I md.wtlal Nm.. REACTIONS. (Ibmt.) 4=476Raalhaa.1,2rt8l Mas Hoa 2.113(LC 11) Mn Uplill4-11](LC 12),2-221(LC 12) FORCES. (w)-Mu.CompJM.x.Ten.-All farces 250(to)m lase hacept when shown. TOP CHORD 2-6-6781299,6-7-5991x09.3.7--586G21,B-8-5391328,B-9=59s1315&9-6711307 SOTOHORO 26-1811531.4-5--1811531 WEBS 3-5=W314 NOTES. 1)Unbeanced tool live wast hese been considered for Nle design. 2)VMd ASCE 7-1 D;M:-:Bohan(}second gust)Vasd=101mph;TCDL4.2pd;SCOL-6.1l h45a.B48R L=548:eeve-88:Cat Il; Exp C;End, GOPI-D.18;bil(dkecllonal)and C-O earther(2)-169 to 3.1 0-13,IMedor(1)3-10.13 to 650.EdenoROIll W AP 1141111p /// 12-6133ade;C-C for members and hatcher B MWFRS to,real an.;Lumeer OOL=1.60 plate no DOL-I60 a // 31 The Wnd es has been dedgfor a 10.0 pat bosm ochard live 10"npncancurleat and env other 1.leads. 4)•Thishun has been dadgneiror.1.load ol2olbdonme bonen Ord in gamaewt,erearedangle369tWlby2-o-owmewll pG\\ .E� .. 400 mll gemewhom nfortchordentlooaldermember. a�G. �GENSF;Gid i 6)RefutO gbdIN(a)wr huetpimas there)i 0t e)joint2 machaniul cannedlon(by omenld tube to beenn9 Plen cepe0lhdwilhanntling 1171E uplMdpiM4 and 22110 upIAtat . No 53681 joint 2. S * ])'Seml-rigidpftObreaka Ndudinghule'Memberentlexilymudel wet uaetl'm the analyele entl tleaign MlhiaWu. = 7 Vet STATE "OF SS/O N A��?a4,, MlcdaM S.Magid PE Na.Ml MRek USA,Inc.RCedfi834 6901 Pada East Blvd.Tampa 831510 Data: May 27,2016 QwNSMen-vNty N.. -I sup NOTES ON has Arm NoLudep Bane] ..OE FNaEeeamIN-nNF_;4 aff use uses,vaidrI INv 11 e.po�e<m.mecenm i.-0 IN wohloo-ev,1 •.^.wsra.^nenuw wanww^ao^.^r�m .h�.mlem. r.,,�,. a ., �a�m�.,adN e. 1. ��n sip^ m„el...Ldp,^p .,.o�ppr.mrcde,a^i�r.rd.�,.11 0111k- WlaeF.dand. aac p Npmsercih Pham I.ruse^r l.al.lam in.V.se.w,m vs.m m.meenh ry aerenba N INNesr..e esma.mrr d.cM1p and cO No v real III Nobel aM h,u V m^I carp evan p..ale pewncl lnyrv.^^X.yPo1 Me.mcae. le ved0ak]arce repmdk9lh. hal ha,d.r p.ddl.mb Mwml-bbIlrelIN eves'" t ear.SWle]12�Pkvnn✓b�V^mei""'"°'D5a6•.saanlaum^.e.mr.^•m Ta F� I Job Thes. T.Type Gp Ply nl]B10 16psp]N .1110 Nlp Oltiv 1 I TIwWNBYMnp<M{wMh, Mweary. 'ehi IaA18 W] ,enr.ex.M MN"w.se.3]se.'es, 10:231W_vfat%TIAPUxGbWxGfsE1MDUF5mY1 N GI7RFIECMtpGEHWQ?3ryv " -tag I em I s4a I 1$0 500 a80 6Oa I Sds•1249 she= axe= e 4 BBpr a 2 1 ] B e yy= tons II y4= yH= 6n0 a o neo W 9 PINe GIM1e1s M V1- Mt9.5-10.2-0I LOADING(palj SPACING- 2-0.1) CSI. DEFL in (Ice) road Ud PLATES GRIP TCLL 20.0 Pi CHP DOE 1.25 TO 0.38 Vi -0.03 59 s999 NO MT20 244/180 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Ven(TL) 4.W 58 .999 180 BCLL 0.0Rep Sbeea lata, NO WB 0.07 Horz(TL) 0.03 5 Ne nle BCDL 10.0 Cate FBC2014/TPI2007 (Math) Welght:S6lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SPI TOPCHORD Structural wood sheathing daectp applied or 411-2 be putlim. BOT CHORD 2x4 SP I BOT CHORD RIpM telling directly applied or 10.0.0 w bating. WEBS 2x4 SP Not Ek recommender fie 9tablI.Ifes and required you bacFq be Installa,during m. eredim,In accordance aXM1 Slabllker REACTIONS (Idtlze) S-IW.Isnk 1,2•189/0.5-8 Max Harz 2.8917) Max UpIM5=2111LE 8).2= 0%i 8) Max Gm 5=6B3(LC 30).2=7860.0 29) FORCES. (Ib)-Max.COmp.biliTen.-All farces 260(to)or less exmplwhen shown. TOP CHORD N•-1158548.SB=10499]8.4-0=104813]0.45=118X381 BOTCHORO 2-7=24&1016.7-9=2AW1029,69=24011029,56=281/1011 WESS S]=W207.ere=0599 NOTES- 1)Unbalanced rani live bads have been considered for this aealgn. 2)Who ASCE 7-10:Vuft-IW ph(3-sxond Any)Va¢tl=101mpk,TCDL4.2paf.SCOL=S.9pai;h•2511;B•]BIL L•NB;save-eft;Cat II; \ \\�L SIJ�IIIII I Exp C.Encl.,GCpi=0.18;Mori directional).Lumber Di plate gtlp DOL-1.80 im \\\ 3)F adequate drainage to prevent water pending. �\ 1eP M4a.q Ai: 4)This Wins has been assumed fora 10.0 par bottom chord we bad nonwnwnent wtlh any other If loads. 5)f T affair he bottom proul and any vtherme hers. fon me eollam chaN In Bllann wnereaRtLngle 36-0Ia0 by z-10 Waewlll ;`�\;'�AOENSF.• / w Po berto gHaebonam"as andanymhermit. ' No 53681 9)prefer to machan)far W es b Wb conn others) Of t ])Provide mecheniral wnnaatiw 0y o1M1ers)of truss to bearing plate ratable b Wthetantling 2111b uplM at pini 5 and 3091b uplift m Y* •,t•7 WIN 2. * - 8)"SemihipHCM1breeke Including heeb"Member end fixtly model was used in Ne analysis and tlesun of this mus. 9,• ( i S 9)Hangars)or Mher connection contests)MMI be provided sufficient to support concentratedbatl(s)102 to down and 95 to up at SOD, i 9 STATE O F and 102 to been and 951b up N 51 N,and 1e0 b dawn antl 173 to up m 8AOOn top drum,and IN E dmi and 31 b up al SD-0. LU and 54 to down N 6-114.and 16310 deem and 48 6 up at 8.2.4 On bottom chord. The detlgNaeleNon of aucn cennedbn deviwt¢) -11 11••.T P; L Ia the lesporn lty 0others. , F < 0R1O 10)In Me LOAD CASES)section,wadsappnedtothelamOthe WssamnNMmfrom(F)orback(B). �4%SS�••••••••��\ LOAD CASES) Standard 14111 I'll 511\\\ 1)Oefa s Roof Live(ba enced)'.Lumber Inseam=1.25,PIMe Increase=1.25 Michael 5.Magid PE NOEI Unemm Wed.(p10 MRsk USA,Inc.R CIN&I Veil'.I-3•-54,34•-54,4-5 54.26=20 6994Part EastMM.TBIIIKM33610 ON: May 27,2016 r.I sN-xrdhxv-ssxwr1-.Ienaµ,bemup.oi.ln�P,eo.tln,.'xx..e-�m.Tmn,lm«loryxlatnemdahp.,pNXocombryna3ly11l,oe1p.nF1xeaEFFnFx1rFn.naXtFl.o.,i.n]n.3,X,.1„.4.,.adeaa�lele,an,.a�.�oBFownean.,.�p1 Y!�L; � pmomelen onO pro a^Iw:sonds bX tlei-ho pm1t e"a� BID`a�ema�wleahropmvenla�nwppilnXl.e�mnpvrNand/mrnwememoe,.w°fo pollicnollemPdpyppapemmpeme,pubo MiTek• XWvyi iatl bslobNHaM IctlMpu NlnpewDle penonalniury onX wophi e1) dpi puxbmm�apralnp Pe fabdcaBlntrafth deYveN.dedlonpMpWtlnpal lrwe-uh-1.11i a /,Nfl/1III .11f XI•Xa,oSa.N eM¢C31¢MMeeampemnl 7aN px1.1.Nl SXMy IMdmeXee pvtlpnbimminv Plnl•Ftlllulq 9a N.LmSpeel SW e912 elemntlfip. 9]II. emry,FL Y610 Job T.. Twe Type DN PIY iT1lt]a radsaxw uro NOGMe, 1 1 iMb. 19A1a MRN Iuveyl GFnFf'r. 'SbH G ep. ineWNBUYaryC°mp°neMe. Mx.q,W Ip:I3XaA_vFe1X'IYJEpUVDGLLxG1etlNPUFSuvrV1N3VG11RFItlCM11tlpGEH6Ul0'l3YpIxCMW LOAD CASE(6) Standard CenwMated Loada(lb) Ver:3-66(F)4-67(F)]-79(F)6-99(F)e•-%(F)9-37(F) A.A.S. 1n ONASAI.meve na READ MOTES ON i1Xe AM MCLW o MnEe FEEEKIKEMOE aGIIxl m.lMNpli 9EEOPE YSE m,.M°n.In1 ee,gnM1u ua enry eMvn.°M b ra°nlntlMeu°I6NNInpcerry nor °en9e vnNm°e1=11,e "wii�ca.,ane,rev.°enni pprKeeup °dn'"o,�eeRnN PrepNgm° wr,inn inr°me ae,m ek. an w.a`I�aae,yn. ,ncin9^elc°reaempmeni eu=mrp°ii�e�v9uM lrunvwenn Wuia=nwa memeNaMv� aa—,EAe.—I.peie amenNrn,ncFv .ww.,e9"•ee rre,MeiM°m ro pre+em woc.e win p.,9ne Pe�°iw iN°n ma R,°wM an„ove. i°im ibe;maie:atl�n"een'ominerai��nNrn,`ireN:�easiroer`suroiii`nlemse�GmON I d14 W<M.na os na.a ecsi eoYame cw.wn.m T �yero`a. Jm Tnas Tmmiype Ory PN TB1OBg a01M Ap N4dNx 1 Tn,Wan Bulbry Component, YYeey,pA 7A40 esI MTa sciences,Inc FllNq tobalia MIe Pag,I -t-eA S6n ID:LIRAA-v .lX9Y-FpWDbLE Cft 9NN,SRvXc mfn9&nu5Pv21Dcy0g2EjHWIFzCMd 180 6pU 1{O Sp0 SUN-1N.e 6B= W= 3 a 4 door a z 2 x4- ,ba 11 ,ud= y4= dab "E` PNte OBaeN(%V1- 130,84.0l2 LOADING(pep SPACING- 3.0-0 CSI. OEFL. 6 (bc) Wed tM PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.40 Ven(LL) -0.03 SA ,999 240 MT20 244MW TCOL 7.0 Lumber DOL 1.25 BC 0.40 VeriQL) o.08 S-6 >999 180 BCLL 0.0' Rep$Van In NO WS 0.07 Hoa(R) 0.03 5 We We BCDL 10.0 Code FSC2014/7PI2007 fail Might 56 In FT=2016 LUMBER- BIUCING- TOP CHORD 20 SP No.2 TOPCHORD Structural wood monarch,dear applied or 4-167 oc wi Ina. BOT CHORD 20 SP Nb.2 BOT CHORD Rigid failing directly applied or 1040 oc Meting. WEBS 2x4 SP NI MReke -onto de 01st. b: and reguW Wise brecI, g..11. e nelaam during tines erMon,In a¢aNanu xiN SNd9aer in I ound REACTIONS. (Iblsiss) 5ss671Rdemeniwl,2.779108.6 Max Hare 2.89(LC 7) Max Uoi115--22GLC 6),2--323(1_08) Max Grav 5.693(LO 30),2.70(LO 29) FORCES. (lb)-Mss.OospRAv.Ten,-All forces 250(tb)or less axfapteren moMl. TOP CHORD 2-3=--0172/380,M-1055`398,4-8-1055598,44-1200I BOTCHORD 2d=-27011028.7-9=-27111048,&9=17111045,5b--29)11013 WEBS 37=-27517 4-0=-30/334 NOTES- 1)Unbalanced motive loads new been considered for this design. 2)Wlno'.ASCE 7-10;VuX-130mph(}.ocmd qwp sism-101hiph TCDL-4.2ptl:BCOL-64ptl;h-2511;B-i611:L-54R eew-68;Ca.11, "149,11111"S F Exp CI Encl.,GCPL0.18',Mrsti(Directional);LumbarDOL-1.60 plate grip DOL-1.60 \\ I/ 3)Promdeadequate drainage to presentation er Ponding. \\\\\,PSL•• .. M,q/ 4)Thb wsa has been dealgned far a m.0 pn brnom mem ave low nommncinentwiln any other llve bads. `\�\\�G : O E I . •G'i / 5)-Thla truss has been designed rrana live bad M 20Apa1 m the boXom mem d -0-0 In fit him xTa.a reivild. fall by 2-09 wide.11 s CI•...1 S(: •,(7 bem tween e bphdW chum and any other..be.. 9iwwam 6)Rate,to linio for ..to thou.rennbry0 53661n.. ` m \ 7)Provoke memenkal connection(by On..)WW.i W coining Plate.,bW M VAhetanding 220 do uplM 9 joint 5 and 323 Ib uplift at A, 2. 8)�'Sembngld pbchbreaks Including heels'Member and fixity model was used in On analies and design W6is wss. 9)Hanger(.)orotherconnectlon device(s)shall bepruvokm.u .bntto..Pp.d concentrated load(.)69 bdawnand 636 uPn15-G0. and 69 to down and 63 lb up at 68-0,and 1461b down and 141 lb up W B on top mom,and 197 to down and 8216 up as 5 ,Nle; 76 Is doom and 25 to up at 64-0.and 197 Is down end 82 Is up st 3. on boew chow. The deeignleekdian of sum conneWbn %A• X' / P f�wN def 1,the responsibility o,other,. (.`• O p\O. 10)In the LOAD CASE(S)section load,appllmtomehxathe,mesaMnWede,wm(F)orback(B). LOAD CASE(S) Standard //1111111\ 1)Deed+Roof Live(balanced) Wooer Inchav 1.25,Plate Inchavo 25 Woods S.MagM PE X0.59681 London Loads(pit) MNes USA,In R.Cast 6884 Ven:1-3-54,3d-54,4-5-54,2-5=20 69$1 PoM EBMBhtl.TaIlEN0.99610 Dat: May 27,2016 Qu wa Nd.v.+rya..gnP.mn.tx,.nuaunwTea oxTwaµo xrcLupm MT[xun¢rMxnaP4Aelcam n..,oe,nel,aaFeed. ��• onhw+ fond- on a.1.c fynebeue oN/ oonpe mates,elavn.eM kt odolouabuidlp o �Yho-, ne dd,fo seen eoppmWwM I deYan pvuro en old pssom, o the of 1pn mall eIIn `ir"°c,de-ted,1,co-ens e:owYp wmdmmolwoslow eecoodsow dmhwo0 ..mxb�lrlenp ane MITBk' LLOAwy,dre°toed 11,ildillN oldrovenr Calowe With poamb pes,mwl bpey old pnpenv hon renoiwoane�pxd o tabRalbn pae9ntlelNery,necfion anG pee..)ellwwmElrvu ry,lem.w µM11 Ouep%OlMa pSaeT end ece bldlp CteiryenM FM PeFL]eB10� Surely INa�InollOn eenipble lromlrvn%ob IMINte.419 N.tee 51rtet Sate Jl2l,kmnW¢VP Z131i. JoD T.VDrvw nqs Ty7:•a Oly Wa TBirtt)l 18000]& Xp GMe, I Tn.41vI BUMq W�msb. AYMy.OR )Wp. Cis NNs$IMiMN..Irc MNeYPw30]B3010P.pe3 102)1(xR_vF.11MJDp0Y0pGzCb6BNNeSNv%cfAEminp&nu9PJlAcplry2EjHW11¢CMtlf LOAD CASE(S) SIBnaBW CanaBIHMa4 Lod.IID) VW 3-9(B)4-30(9)7-140(8)Y144(13)8-6(8)9-74(8) Awlyxxp.v mv0.elwpx.m,h.uXRFa0 N.2s Cast saxox IlCsEO BxrtF xs[i¢xc[rao[Boinl m.rwv3wBB[soREYa[. In pbwe only Wlx]Me.cmmam.1Fsam9lna bl--I, poovmam it—aM Is onmalaleuele^alarye1m„pwwc Smds,a dem t.iwe�,..n.eaa.,p a..re,K,m�.�.mry =. �_. hae.apn ooim,eieeonaw. mti= �m,.. maTpaeo.d.a.aiM..r.eNmw=.=�a.=u.�e.rme�me�w.,.,.ee a.arwrnwa.,..e.,.� nar p>,.w,.e.raoea WL6 NaM.ow2 ,r alum a Iaps.., p.1,s rwnm lnwona p,wr«Nmrmp.. mm0ua n.e,e�aena rxe l.Mylnkm.u,,IkbW xom`r�uRre lniruin.r]ielwl3be fircer.swl.]iz AI.aJWvm�a CA.Be ou.Brma.nlBNalne cw.po..m T.I W10 ).mw.FO>wro Ipq rrvn Ties.Type an Pry Tainan$ 1e.pnRa Pu w2E HPSeoEs 1 1 axis A]s MIT ex InMNm[ Mw no9:rA'.IDmuw Ie1 TrvuMen BWlenp farrtmwu. M]M'p,4n 16DNiJLVFe1%'tVJLpUYDEUPLCZC1e1E2.E0mKN919150p0BEM]itlSPPor&9]ITN139AZCMtle S1 -0 1-0-0 33-18 $nle•]:313 ger tae II 3 e.UO ]3 2 ] e a e is II be- YN= 5110 P a 2 WADING(W SPACING- 2-DO C81. DEFL in (Ico) VMO UE PLATES GRIP TOLL 20.0 Plane OHP DOL 1.25 TC 0.58 Vel(LL) -0.04 2E 499 2/0 MT20 2141190 Vm TL) -9.10 2E >e^2 ^00 TCDL 7A Lumber DOL 115 BC 0.59 HorzQL) 000 5 le lr BOLL 0.0' Rep Sresa lna NO NG 0.98 VAi 4210 FT=20% BCDL 1D.0 Code FBC2014ITP12001 (Meld) LUMBER• BMCINO- TOPOHORD 2x4 SP No.2 TOP CHORD SlrvdurBlwmd ahaanhinq tllredlyp milled ar53-]w WHtrls, -Pt entivMkele. ival RD 2x6 SP Nag BOT CHORD RDid nllinq alreWN aphst Sts l0-0OOGrrvgUa WEBS 3x/SP No.2 MNa2recdavers,a dead base 9atier,n rand WeCaoubapper be Inanalktl dump Was eradbn,In rwprdenn w8h SMdI'¢er REACTIONS (IM.Me) 5=11760Mchm1ad2a7831GSd Max Hors 2.163(LO e) Mu UphftSa-420(LC e),2-275(LLS) FORCES. (b)-Max,OompJMm.Ten.-NII Mrcn 2501b)W len except"an sham. TOPOHORD 2.37501194 BOT CHORD 2-7183593.7-8=-1831599,&E-1831599,G9-ID&599,Sb-t6L515 VrEOS 3.6-01G1889,3.5-15661530 NOTES. 1)Wnd ASCE]-10;Wtl=130mph(3-]ewndgu,)VaM=101mph;TCDLW.2pa,BCDL=6Dpd:M2"..B=]6T.L-Mlie.v .0a1. ♦♦\\\\P�`11`SIIIII,AAAI Exp CI Encl..GCPI=0.18;~RS(diredipn P IGLU d el DOL-1.61)plate grip DOL-1.50 .q 27 Provide atlequaM drelnege to prevent pending, 9)Thla buu ho 0een designed for a 10.0 psf bOtlwn crone nide Pont nonwnwneMrvllh any taller five beat. Tris Pass hes been designed Mrelive wad MZO.Dpal an the eoMmchartl In all vera Wnem a bdengle l6-0 tall by 2L Wide Will ;w��J,y;CE NSO j4 It bedeen the eolMm chord and my after member.. ♦ C' No 53681 5)Refer to glydegp for coo to Eves connections, 1,Prove.mechenblccnfallen(by Nhen)0 Was to bearing plate r0patele of WHhatantling/z0 b uplM d plat 5 and 275 In UPIM ad �'}.' ,•*� joint 2. -1 ])"S.Sair p8erbnb MGudptg heels"Member entl r¢iry motlel was uaW in Vw analysis and Mapn W Nie enu. Ty'�L � B7 HanOMs)or oNacanbad.Mvke(s)shall be provides sHMMM M sUp%H bencental Iwd(a)133 BE dam and 194 b up at '""Patter" -N-0mtap rm-a"d N Ill down and 32 b up d 1-7-13.1601b down and 41 In Up d 3-7-13.end 854 to doven and 300 b up at :9 •• $TATE /OF 5-Q12,and 203bdo+m antl]9lb upd 6-0-8 on bMcm chord. The deafgNaeledion of suer wnnedion cleavable)is be respenelEllXy �q�•^- P•'=�w W Where. 1A ( p R•(O,. G�♦♦C 9)In Me LOAD CASES)maddon,loads appled 10 Me lets W Ne Wet are nWW as front(F)or back,a3L AAAILArASe/Q•NAI��♦♦♦♦ LOAD CASE(S) Standard A22II111Its \\\ t)Deed a Roof Lee(balanced):LUmOer Inaeeeee115,Plane Inuease=1.25 MIohM S.Slow PE slaw81 UnMrm Loads(pID Mw USP.lnc.R Ce16634 VBR:1-3=d/,54=-54.2-5=-20 6901 Parka EM BIM.Tempa FL 33610 Concentrated LOWS Iib) Dab: Vel:3-198(F)3-62(F)7-88(B)8=160(3)9-854(8) May 27,2016 4 WARWH6 Vmry M•y""'( ase ME, pile'est•. .alAxmydxE.dNnvd•1aT-LUdx..aS.MEE/RXCa IPBE W111]m.r¢MY]ofa BEFORE me ovv G sma" .n Mneevc .Una.lnu dngn IIa.vpcn lonrelx ax-arms rosan lnei.+tlualevilemU camumenl esuamre Iva we.IM eulelrp tleWnW mrMMrylMa pAco ry dT Pansr+sm ane yooedy'nc ern stats en stab dsa eta 1-an w nelnmcamavmlx^Tnt eucuse osiM� Imnsvek analnscM1ve merMn onry� Wnvional re.1-ry n Pemnnan Mi ek' elllryan �dlisa wlshl eenm 1 ur,one armory aomapa. aemarpamance segNinvm. Toe lab FM 9N O1aN°peer and hvn nHeme see AMIr/11¢aa'conera.MFe1-an-cnvesse. mPmnr amw,FL]ea 6uhH Inrasma= rvs flnblmMub r3lB Nlee Areet]arta]t3. krmW¢VA 9]LL bb rim» mea Type Ob PN lsasmM B cap Inm TunMatdMy ConrpnN, NWry,W 1]NO....v 2018 MIieY land neuflriey k.FN Yry]]p6nXA10 Rpe1 0 DN] Fa1XWJbp11YDbL&Og dC hEpmx9N915OpCBEM703N IDZ{T lW3 CMce ]d0 11.20 1614 215.0 ]-00 L2-p 6115 5613 4e- S[D= Bale-1:4]• 0W J1] 3 11 a 1.W 4 i 1 n 310� Y s Z L B 0 B _ 0 Sm LID = 4ti1 y1p 9p PIHe Collins;CK.i 13'0.300-2-0I LOAD ING(ps0 SPACING- 2.6) CSI. Di in hoc) VEM Vd PLATES GRIP TOLL ".0 Plans Grip DOL 1.25 TC 0.50 Ver(LL) -0,24 7-9 >996 240 1472. 24 VI W TCDL 7.0 Lumber DOL 125 BC 0.74 Vert(Tly 4.43 74 =581 ling BOLL 0.0' Rep Slues her YES M 0.23 Hon(TL) 0.D1 a me me BCDL 10.0 ChairFBC2014,Toli (Idi Might 14D Ib FT-20% LUMBER- BMCING- TOP CHORD 2N6 SP No.2 TOPCHORO GWdural waoE alleMinp Oircdly eppGeo orS+l oc putlMa, eNwpl BOTCHORD 2x4 SP N..2 end veriads. WEBS 2x4 SP Not BOTCHORD Rigid ceifng comely applied or 6 no Imseng. WEBS IRessidn H 3.9 MiTek recommends Nat Stabilizers and required noes bracing be nota1Hb during trues direction,In accordance wM StabilWr M ids REACTIONS. (IdaiH 10.]]2/IAedlenlul,fi=AbMechenkal M.Hi i0.109(L 11) MU UDIN ID.-RO91LC12),6.-1(LC 18121 Ma Gmv 10=R2(LC t).6=]8](LC 16) FORCES. (p)-Mex.Compelax.Ten,-Allfercei(1b)orlesseamHwltan Nom. TOPCHORD 1-it. TM17,2-11.-52MW,24-5O913]1,312=]951499.412=-BIW480, 413=]1W323,S1Y 7 M313,1-iM-01&465,56--081/345 BOTCHORD 614=151/535,8-14.-151/535,8-15.-151/535,]-15--151/535 WEBS 3]=150M64,4]=32MSI,1-9 IOW597,S7-2UUO4 1)Unbalanced roof Iive load.neve been considered for ale design. A`Q,�PEL I S.eF4f 2)Vi ASCE 7-10:Vult-130mph(3sdsomd gall Vaad=l Dl mph,TCDI.w2pHn :BCDL-6.0W -251:B-7611;L.54n;a err CH.II: `w� E N G ;•'•• •- G/ Exp C:End.,GCpi=D.1S;MWPRS(d''NanionaDandC-CEMedor(2)NI-12to56.9,IHMoH933910]-0-0,Eaterlor(2)]901011d-0, %%�C ;•VYO Sh`•••� Pa Immnor(1)18910 W 21-0-4zone:C-C for members and feces B MWFRB for reaction shown;Lumber DOL-1.80 plate grin DOL-1.60 �% NO 53661 3)Provide adequate drainage W pmvent water pending. _-;'� 4)This buss has been designed for a 10.0 pat bottom drool live load noncanwrtmt with any enter live leads. 5)•Injustices he.been designed told Ii load af20.0ji the botlan AoN in allerecawhenda renan91e345-04II by 280WdevillC 11 between the bottom chord and any Hhermembers,Nna SCOL.iDApsf. ❑-O; ,f.MY( /�_.. J L,ZZ 6)RHera girder(s)for Was to truss conoedlane. '9 STATE /OF iy2J� ])Provide mechanical connection(by spent)of Waa W bearing plate capable awMatandmg 20s Ib upon at pmt 10and 169 ro uplN at John a. 8)"Semi-rigid pncnbmeb mciudhg neeM^Memberend thirty modelwaa used inaemmm,8aand benign MNlBvun. %//(CS•� ORI1D N /'/i/SyON ALa ENa`, Michael S.Magld PE W.5M81 MBek USA,Oe.R Chat EfSl 69(l Pal Ems Said.Tampa RL=10 DO: May 27,2016 pwA band-vverov,•PwemFe+.mxrnaworzsoNnuumwaubapaNraNBa]aaaxcaeAoaYo-]4n...,low�nsasFaaausa. Mc .71-1. enll v+m ro.c.-r-rul aedpnarmee. /upee cii-len bgrn.enb is nlneNa i -li,boIng-lo iem.rwr wMV Pee Ycmnryde " npwanrelenantlp pMYFca Ie Paee�pnlnlolFeowmll boldiv oge bo dic nl bucYM^gdIMINWrelMwwebonNwtlroltlmearbenaM e]Xlee w�lempww]aM panwmsl biocYip R e [aMvrnre LJiNan IFpryaN wWalytlamape, roift-I.---rc onvori ANf N�gWbCrNxM.aMSeane aC11 au1Jlp CempaneM .Pod Rrb Bat NA. iewriFfterne�r°r`a.a,wele'nom`i-'riore ir`ni en,i� eget srileiiz nle.oea�. 2vu. .mw.FL ad "m T. Tru.TYFa Ory Pry noon IeMmaa e1 Ho ,.Men Elbado.' rel Cemeel m,,OA 1 iMOrlyrle-NRK IeesNa..l- -Mry3]W:---Pa..I IO:LINA/LVF.XT/.I�IIYDbLExChdEb d]en8TDy0/MaZdAF4ID1CIU"Shl meX@CMW ulho 1 ale 31Q7u ' sod ata aw sod SrA= lAvt Seal 3.B 1e= S. H 2 11 J n e 13 8511 1 5a011 5 $� x tI 15 g t0 0 17 ] 10 e NR= Uld I I I Pate Offied. 0 24114 0-31 lk gigi LOADING 1pe9 SPACING- 200 CSI. DEFL. in (la) WM Ud PLATE$ GRIP TCU. 20.0 Plate Gnp OOL 1.35 TC 0.82 VMILL) -0.21 9.10 >99B 200 MT20 2651190 TCDL ].0 LumberDOL 1.25 BC 0.78 VMITL) 4.0 9.10 >522 180 BCLL 0.0 • Rep She¢¢Isar YE$ WG 0.22 .(TL) 002 6 No We BCDL 10.0 Cbee FBC2014rtP1200] 1MNk) VVeigM:13011, FT-IDS LUMBER- SPACING- TOP CHORD gas Ste No.2 TOP CHORD Str mtw dsheMhhgdiedlyapplWdor2.24=Wdine. eempt BOTCHORD Bad SP Ill me animis. WEBS 266$P Ill BOTCHORD Right miing directly applied or 1(L00 ac breading. WEBS 1R.M mldpt 2-10 MRN remmmeMs that Sb Ilims.atl meu nYed MicroM '.in e in¢blbd eWng trusserection,In accordMa lkM Trim Stabl lw REACTIONS. (Il 10=P2/1heeTMInL6-772/MeManlcal Mast Hoa 10-strel 11) Mn UPIM10-20l 12),6-1891LC 12) Mu 0.10-BO11LC 17).6=]89(LC 18) FORCES. (Ib)-Mas.CompAlax.Ten.-AAT form.250(11a)or less coapt"an shown. TOP CHORD 4.13-608928, 513--714913,5.6-735983 BOTCHORD 10,16-1241600,10.15=1261600,9-15--1261080.9-16=2051504.8-16-205/506, 0.17-205/506,7-17=-2051504 WEBS 2-9-102165$2-10-909YN2,5.7-112/583 oll,11111W, Aueaa ot lanced meve lave ds habeen mnamered for MB design. P� P EN'•1'WA�'j 2)W1n6 ASCE 7-10;Vu0=130mph(}aecmd gust)Vssd=101mhn TCDL4.2pM:BCDL=6.0pM;h-258;B=76R 1-=5501 a ra-0R;Cat II: �•; bA `St` •.0 4ei Esp C:End,OCPb].18;All directional)and C-C Extenor(2)0.1-II to 12-0-10.ImMcr(1)12.7-tab 13-2-0,EMerhr(2)1}2-0to No $3681 21-0 mne:C-C for members and forme a Mwn FRS for reactions shaven;Lumber DOL=1.60 pMle Ship DOL-1,60 9)Pmvide adequate drainage b prevent water ponding. �Si �^ •-•• s' 4)That truss has been c onagned for a 10.0 pef bottom Mord Me batt nonconmrmn wM any other live bade. y♦ 5)-Thi.lines has base declared 6r a live batt M 20C,d an Ne bottom Chile in all areae Mem a rectangle 3-$O be by 2-0-0 wide will Ot between the bottom GmN and any Mar membem,wM BCDL-10.0pef. 6)Rebrto phmgq ortm.l0 buss combed... Q'.• 'STATE /OF l�(21` ])Provide me0han6al mnnWide(by inhere)ofWae to be0nng plate capable 0otlestandb9 209th upIM M'pint 10 and 189 to UpIM at %.c -.• Ill.�.` joint 6. .1l` O R\ �ID N ` 0)semFrdid ptlmbmaks Including heels'Member and natty modal Tres used Intoe anayeu and design mtha m.. A1ISONA4 4jpnn1110% Mkhary S.Made FE No 53681 MRek USA,Inc.FL Can 66A 6901 Parke East Blvd.Tampa 0.33610 Date: May 27,2016 owaRwid TvMry eWwth by xv...heala Thd1voli td--A vc Ea 1'mA1-shl nd,,for hell f¢mvamaaEfaaon-1 Ianwlitl lP�u enN�rlh leAW canneclm.IFueee neemM onH OPan PPwmeren�lsvm.ones Iw on lntllaieuelnuaeae comwnenl,rot eumi veld Mlc eey° 1 eVrl Vote oineMowucahlllrrol eeapn pa,mw enaN pamM Plomeoverar >ree. Imeawl P,. .� .e iNessl lw„wee eeel�aweme,r6em Th,ph-a c aecoh Pemam.m S,-IhR MiTek ehm�e It"11dc"a,maAdn old=119.Ifl-m.uek mPnm Fl sed jud eMeamage. pemewlpsiurc nePMM me lachl laNhlnrenneXen oveoKimbM1aniluu%are nelN1nr118 Naber Slml.auIN312 Pknµel/IXVe�011.0¢mete slid ad.a ssee, peiwM Time FL 9ealOK Jm Trus. TweTYpe DN PN nn7m I6remas 63 Ha1 TNNArrleJanp Lonllwmrb. Mder, 1 ]610a Nr1p A181MNIMaeIMAlnc FrIMe/mH'�dI301e P.Ht NI3Ha1vF.1%9TJCpUYCbLaxLltlZy!'155xPunYpi52Ne1GJbn2%L(RZfiO]xOxnWM3zCM1Mk lgg p t 3A gpp &1-0 61-0 eaa Sea.-1 Y3 0 xH— B.D] 13 15q — 2 a n 4 13 1Sa II I 410 S 2 Qa x 14 15 a 0 _ 0 IDs— yn0= 9W aIM= 7411 313E Plate OR Rd3.00-2 U540-2-01 LOADING(W SPACING- 2-0-0 CBI. DEFL. W (Iw) vain ud PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.41 Vea(LL) -0.18 9-10 >999 240 MT20 2MI190 TCDL 7.0 Lumber ML 1.25 BC 0.59 VeMn) 445 110 >551 180 BOLL 0.0• Rep Sees.are TES Vva 0.49 Hort(%) 0.01 6 We Na SCOL 10.0 Cada FBC20147TPDOW (MeWx) Weigh:1331E FT=20% LUMBER- BRACING- TOPCHORD2x4SPNo.2 TOPCHORD Sbutlurel want sheathing directly applied S,SLOE oc panne, exmPi BOTCHORD 20 SP 110.2 and vMluar. WEBS 20 SP No.2 BOT CHORD Rigid ulling alrecd,applied or 1060 IS,bndlq. MITek rocwnmentls MN SIa0111aera entl readied=as b udim, be imdallea during Wse eroclion,In area.will)Sleblllzrt REACTIONS. (INe1ze) 10=n21Mephalaval,e-))2lMechanlul Maw Here 10.64(LC 11) Maw UPMlt0=-209(LC 12).8=-18MI-C 12) FORCES. (Ib)-MM.COMP.1MM.Ten.-Allfdmes25o(W)orkssexcept"WShovm. TOPOHORO 2-11•-TOI399,31Y-04T1399,112=-]47399,4-12=-7479N.413> 98036, 5-13-74 W 334.5-6-714069 BOT CHORD 1014—]11343.1415=7]1343,9-15—TTI343,8-9--2OW596.T-8-201598 WEBS 2-9--221589,3E-3781283,4-9=-771288.2-10-694!376,ST=-1951615 NOTES- 1)Unbalanced roof live loads nava been considered for MIS design. ` 3sA�`41111414� A4 2)`What ASCE 7-10;Vu8=130.91,(lseund gust)Vri mph;TCDL=a.2p4 BODL"dpaf.h=25a;B.76R,L=SM:cave-01;Cat B, �� 1 21-4zd,;CCfo m�lroll'x adf..6MWFRsfw<.nwnshownl tLumbbeer DOL:.e pliate grip oOL_tEd "erar(z)15-2o to .w\G�{P,C.,EN '9Ci Atl 3)Provide adequate dminage to prevent water Ponding. . c;• V� SF'•.�eei 4)TW Muss has been dealgnea airs too pat sono.mora 1.lead noncomment wail any other Ave dada. ` No 53681 ' 5)-This Was has been designed for a live load of20.opsf on Ne bottom throat where, rect in all as afiea angle l6d tall by 2-00 was will � fdb eenthe MtlwnmoMandanyo Ormemb" wMBCDL=10.0paf. *:\ :f'� 6)Rear to Alders)for Vuee to trues wraediona. = ?b ))Proved memaniwl coim.ean(by others)of ones to bearing plate capable Of withstanding 209 W uplift AS pint 10 and 1891E uplill at 7-0; +<_r • ;s[ Jobs 6. 111 STATE OF I�/ 8)"3eml-rgld pltmbreab including heels'Member end away mmol was used in Ne analysis and design mlhletmas. 14/ iFs•.. O Ell GAP 'r.6,0NP.X.EC�eY• Ahmad 5.Magid K NA53681 War USA Inc R.Card 6634 6904 Pike Frit Bed.TMnp R.33610 Data: May 27,2016 �evwln d uW p.r..*.re7.na rtaeo Nores oa mu SAID Hellman Unit SEFIVENCE MOE rrrm 1,v.ranvmt s apron¢use.wa�a Ia,vre ertNwln rniemw�.enaa.sir aena.ar.—oru.�pon ortrrtmelen rho.,.rtrta lr eilaNapae„u�ep eorwort.rtA r�M vydem.eelaroure.Me Wiamp EerinnermmlverlN eo kabdly olanlpn poramelert eM pr eAy lncion't ¢aerynlnlelMawroY Wq lnOaergn.emclnam3mlatlamwemMmcMlnaeilMl JuullnssweenMlcrcnvramemF.nmN. aanYnmremporM'e^aF^^e^mlvn.1. M1e .aa fro nobiNy om to ProKM eoWPw uelr Permie Peao�a iN�nanaproPemertroOH. fupenwelpvaarcre reP�alW me aeM1lylM epleall%eeev loo dellornl vFdle lnslil�vle r3la N.ImaReel tulle]Ia Akunabb�VA22314 o.D]aif dna aLSl auMnpEmmpunenl Terns. b .•tl. Jcb Trym Trvu TYpe ON PN tt]I]a)a 1PW4)69 C 11[o181.F191 1 1 }wMvn auYdnp CmpwwYYq.Q1 nA M )AW rip ry AlB W]Y InOUWbA Inc Fn Nry3i M:5p:alsun Pvpel 10231tzA_vFa1XNApWDELExCIe62y3x56xPrnYpWLNTIGJM2%a?R2ND3y0eTWM3xOFMc aSL a esa sna .1. aao 6uN=r..a yM= eat= 1.. 11 axe= I. epeL� 2 2 0 13 4 5 1.A9 II 141 0 g qpa i r0 1 a 14 IS l >ewII yu= ¢9 aa10 = ya= I I a-ao PWO Cannabis(i 6A48 50`1 LORDING(pall SPACING- 200 GSI. DEFL. In (kw) land LIE PLATEB GRIP ?CLL 20.0 PIeM Grip D.L. 135 TC 0.37 VM(LL) 2.17 T-0 X999 240 MT20 2461150 ?CDL 7.0 Lumber DOL 135 SC 0.87 Verl 043 T-0 x676 180 BOLL 0.0' Rep Slovae loss YES WB 0.09 Hoo(TL) 0.01 T Na me BCDL 10.0 Code FB02014] 1217 (Matrv) WeghB 1381E FT=2MA LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing diremly applied or 600 oc purlins, except BOTCHORD 2.4 So No.2 and varflceb. WEBS 2M So No.2 BOTCHORD Rod coding diudly applied or 10.60 oc braUng. MRN nwmmen is that Slabeban And required IXees Is be InaYlletl tlYring must Ruder.N aowNNte sign M= REACTIONS. (Iblsbel 11=7/&MemanluL]-7>2IIEamameal Mex Hoa 1YST(lC 12) Max Up1Mit--212(LC 121.7-195(LO 12) FORCES. (m)-Ma.ComplMas.Ton.-Alameas 250(Ib)or use aacevt when shown. TOP CHORD 1-11-714950.1-12--02X262,2-12-6241252,2-3--?381311.113-Yd8911, 0.13--7381311.434]38911 BOTCHORD 9-10--1691824.9-gm18B9N,B94-13692814-15-135S26.7-15-136128 Vr£B9 1-10337936.2-10.4601301,58-336951,52--12]1565,57-6961316 NOTES. 1)Wed:ASCE7-10;Vuft=130mph(Sucend gua)Vmd=101mph;TCDL=4.2ps1;BCDLb Opif,h=26fl:8=7611;L-54ft;eeva=BB:Cel.ll; aA PSL IgS•Id/ 24 Exp C;End-GOpi=0.18,MVvFRS(directorial)and C Dderlp(2)0-1-12 to 6E-9,Interbr(1)685 b 1B-2-O,Eatedor(2)18.2-0to %% 4 2124 zonaC-C for members and knees S MMRS for overtone shaven:Lumber DOL=1.60 plata grip DOL=1.60 ,.G�P 4Q 4 2)Provide adevume tlralnage to .am water ponding. ` N ,•'�GENS'- 3)This was has been msgned mr a 100 on bottom mom live load nommnwnem with any other live loads. ��: P''• '. 4)•Th'uwsa naebeen desgnedmra live mad of20opafonmebonom chard In all vreaswhere a raaangle S taII by2L-0witlewln No 53681 , fit between the boom mom and any omm membehe war BCDL=10,Ope1. 5)Rotor to glmems)her was to truss connections. ' *�• ••••* ' 8)Provide mechanical ccnnagion(by others)of Wsa to beNng plate eatable M vAhatending 21210 uplift at lointI l and 1851E uplift el tr 7)''Sa id pilmbreaa inGuding heels'Member end lkXy model was used in the analysis and design ofthH Luse. I) STATE OF 2�W ��3FS11 I0 N AI- , GA� Michael 6,Magid PE X0.53581 MITek U64.Inc,A.Cal EB34 6901 Parka East BFA.Terms K M10 D M: May 27,2016 o'wFNMNa.VNry0.vpnh nl dt.0-oto,Xerzeug,Int lav upon EPM1]Lxja on eaYd,,for w.IWL,Wr 00FnpFYea. bola^relq trop ouN',fli taemvor.r IF4 oast a rious,.1 dee,orrormr.and lsl a I I1,Sd enmMnn^Ami c r.w�Mrem. a e.metulldr I., ,m�ulvMry a. .1.. eevlpnP h- mb- eeVd1� Mhaenpn M1re Memwal Ibvlanpa.epn. Hdanr.dareo2,mr6aem.Peel.dNaelm,Nwenebid.hwd�wmbme.b� 4e,ga�lemP«Pwe�dPm,�..�ra«IeP MtTek' voNew lorouMalceolNone rnpermr cemmevMnlmelYV ParcndlN�rynM Pwpemaomege. Opermlpuaerceregnrd oorr Wl9nim sjjW aE ;PWnecnenuMext1e.2o ae&omMrerrs.vee droV 22314 e.MFJy end aCN auW119Cempanvnu vans, . snINY Im<nnnnnn wnM.rnmweFlme Hdlr�r..men.easaam.wx.3l x,nlUla"e.o.v.zxma. aero ,Iap Trues NNTya DN PM ]a"Re 16aNN D Ammon 2 TUNMN&Ybry dispmM. Mlbry ]Ma.Nr..A... I.."19 he Pres Mia Mel ID:Z3keavFsl%NRyUYDLdzD1eM11 Milloyffso0 GBN MKIli ayu65LReareCMde S61 iti 1S]i 21- all 594 SW S&13 Sub�1 T.1 1 we 11 clas 1, 4N= a apo rz 2 s 1 if 7 e _ aM= 9M= aid slama LOADING(M 9PADINO� 2-00 OSI. DEFL In (bo) Wes L/d PLATES GRIP TCLL 20.0 Plate Odp DOL 1.25 TC 0.35 V.LL) -0.OB 1-0 >B98 2b MT30 24M1BD TOOL ZO Lumber DOL 1Rs BC O.N Veri Hi.25 1-0 Haid, 180 BCLL O.D' Rap S sMa YES wB 0.13 HoreQL) 0.04 6 We Na BCDL tD.O Cede FBC2014,71P12007 (Mable) VAiBM:940 FT-20% LUMBER- BRACING. TOPCHORD ad SP Ni TOPCHORD structural brand sbeaNing that applied or 4-6-15 oc surged. BOT CHORD tad SP No.2 BOTCHORD Rigid aildg directly applied ar8-11-0a moral, ti 2x4 SP N0.2 MRek Nmers" dsiMSiWllbeN and required omNerecbg be hataldd did auras eredbn,In accmdanawbh Sbbdder Irelalbn olds, REACTIONS. losses) 1=7`19I1sadvania1,5.719IMarta ial Mae Harz 1.1541LC 117 Mae Up" —200(LC 12),5-2a01LD 12) FORCES. (Ib)-Max.Comp.IMax.Ten.-Allfurcee 250(la Nleaeexceplwllen shown. TOP CHORD 1.2-1367,574.2-3-12051 31=12 015 5 2,4d-13571574 BOTCHORD i.B=iBg11172,74-181]75,&7-11131 S6=d2B1i 172 w£BS 1Bo-lfmi"7."8 14281,3-0=-18149],]-0=3141231 NOTES- 1)Unbekna t most live loads Ilan been considered fru this design. 2)Manor ASCE 7.10;Whiff Wrnph(}second gust)Vasd=101mph;TCDLwi BCDL-B.OaY h=258 B=70;1-rt4R,eaveSR Cat.11; Exp q End..GCp1=0.18;MMFRS(dirsdbnid,and C-C Extpri D I2 Us S5i$Werlwp)55-12 to 104-0.Estado )100.74 to 1SBi zoni for members and forces B MMFRS for Nadirs show,Lunew DOL=d 80 plate grip DOL=1.60 25811111// 3)This tensa hes been designed for a 10.0 pd bottom chord live load nonancurrent with any either live bads. \\\\\\EL S. //I 4)'This pmts has bean designed for a live bed d 30oaf on the bottom obard In all wad where a rectangle 3-0-0teal by tr 0w as will \\ �P . 4 4Im M atween We eenem chord and any doer members. GG E N SF.�'i�'.� 5)Refer to girders)for inner to truss comm ctlons. 67 Floods medranical conneemon(by arms M)0truss to bearing plate apabled with standing 200 to udifl at J.mt l and gal to uplMat NO $3681 5. 1)�Semi-rigid pltchlemaks induding hide Member end flalfy model was deed In me analysis antl design d this Imes, y*; '9f STATE SOF :�4I/� O� �� OR1�P'•��` '.�4FSS'ONA1 sE�G\\P MIcMN S.Magb PE No.53681 Mitek VSL.Ina A.Can 8634 6901 Paid r East BNd,Tuna R.M610 end: May 27,2016 QwMNrd Ior yaNpxxirwre ne AAp I,.v xiMalxo MnYOEp MEx REfeaexcar14 W]mmdiir1IeraeEipFE wa u�r• .d, dmd,..wm, m burs .er,miser gthiee0uenex .d mme�owno.mlown,l arva�oieas dwds c.=.�1�. fx_iMY� .x�.mr.e.Nro.ws.INe,aei„�m.'we.,n,,,a.<my s. u=.eniNaae n r.aoeerx.F.maur.l.iemi ee.ia.„ro mia,e,.ii bwabp e..qe. eNene mei=m.aamPe..ma,.wnge?rlea .l m,...rs oewe.wa.eneM.eN. au.e.i r.,,P.,.,raea cee.aeeerew,a MiTek' .r.,�.,.s„ aro,ml.uHoatowev.er wi.P�. Penn Pmo-,0l nlw.ea q.ammm.x. %c.ee,m 9�m.ea bgobna m. .whysionewow.Met'rominv ned...rll�r blit N.leps�t d.b12inbmetNn vgRlllemMu oseavaneealauralw eumoeewX freavee.1.1 N, bb -'assTrva Type 0[y Ply ie]I]NI OI IW 2 TrvuNxI was Cwa,... MIMa/.W iH,4• w IDlaMMMATw—..ln[Fn Ny3141'S0'YaUle Vpe, ID:Z3NxA_vFs1%wivuYDbLazUSe INNIGYV4 9FGBIvjg16 ugLW 99tFj[ Mdb —� 16N3 31-3-0 £nls=1]8.0 Le= 6 asps 12 ISM b 2 8 a ,2 e e B T aN= We #a= #a= va= PI 0 %Y), 14'0-300-2-0 LOADING UPM) SPACING- 2-0 CSI. DEM. M floc) Wall t0 PIATBE GRIP TCLL 20.0 Plate Goo DOL 135 TC D.3O VOMLL) -0.W &T >9ES 240 MT20 24U190 TCDL 7.0Lumber DOL 1.25 BC 0.58 Velt(TLI -0.18 6T >999 180 BCLL 0.0es ' Rep Strs)nor YES WB 0.10 HOG(TL) 0.05 6 Na Ne BOOL 10.0 Dbtle FB02DlA P12007 (Metrlrl WegM'.%Ib FT=20% LUMBER- BRACING. TOPCHORD 2x4 SP No.2 TOPCHORD SlNtlural wmd sheathing rimed,applied Or 4-8-10 ac pudlns. BOTOHORD 2x4 SP No.2 SOTCHORD RI9Id mllhg dlredry Applied o17-115 de".In,. WEBS 2p SP N0.2 MBekrecomanende Nat Sbdfem And required coed declog be'natebd during imsa eract In acoeraance with Stabilize REACTIONS. dWees) 1=278/Metllenlnl,8=)193/Aeniul Mex Mom 1=131(LC 10) Mex UdMI=20D(LC 12),S -2W(LC 12) FORCES. (lb)-Max.COmp.IMu.Ten.-Allbrma2W(Igbrinsexmpta enshOwn. TOPCHORD 1-10-1394 .2-10=13801859,2-11=12211576,3.11=-11811691,SM=88R'S32. 0.12=11601591.512-1220/5]8,513=1%OM59.S13=1394948 BOTCHORD to=54&1208&9=26W8U.7A -288)BU,67�2]11209 WEBS 2-9-2721294,39=1471387,4-1=-130989,5-T=273/294 NOTES- 1)Unbalanced reel live abaft have been considered for this design. 2)Wind ASCE 7.10.Vum=l30mpn(3-second dust)Vestal Mph,TCDL4.2pal;BCDL=60pN;11-25fl:8=76ft:L=548;eal CN.11; sssssslslge,d nterlo;r(E)1I43C10Ie021-1-ozone C-C�oneml)bemeEuratcno6 MWFRStorreactelbns sbhoosm;umberD0=E60 pele)gr91 DOL=160 SA`GNP,EL•S �A�3 3)Pmglae ad...am dmmage to prevent Ovate eedalnd. GENS*-. / g cola wn has been designed for a 10.0 Pat bottom UaN live load noncenculrMt with any Other live weds. F •�O 5)'Tole tmse nae been designed here lin load 1,f 20.optlon the bottom chord In an arms xOere a rectangle 3.6-0tall by 2-0-0wide will Q M between the bottom mea and any olive members. a,-- No 53681 61 Ratertagirder(s)rortNdatotmcemnnadions. 7)Provide memeniml connedon(by olbers)ofINS&to bearing plate mpsbM of wNutanding 20011,uplift as joint land 200 lb scab 9 pact 6. V tGN/ ��__. •It- 8)•Seml-rigid phchbeaks including hes%-Membership!Bx4rhoaelem uvea in the analyas and design oftMebaed, ,p STATE 'OF S9 0NA1 Michael S.Magid HE NO53681 Miles USA,Inc.FL Cent 66V 6901 Parke East Blvd Tampa R 33610 Date: May 27,2016 Q waxexo.wmr awpnp....r...,du%pxg]Fs ox revsaamenuoapwrF%xo6xxcapandM]m,...,amaMereavoBa sae. �- De vs r.��eanxwm r+al.m=o.�e<ra,.ml.aenedm.ea,Ivwm wrwxelex.no...w.extwa�haimw l. no Ipov we e .iroeueely aeuprw.nufrrMhl�nappsNnasholaedpi paromer..enepo M1rc>aruroml�eMo[nro me suers �MM;ee n. udnplMlcprMaln>,�,,,r1,„rlwpelhra.«,w11,,,e,.ape,al=[I.xame�e.. ..aallbna�e�w�.nmd,mnm.n�ee[I., Milk' v ahmrio Pwreb rw noulry ane m P-1eCbpK vm oaaew per-O!lN.end Innlernv em,og=.ror sena A.—rewmna me icNhm% M oal'obN 1 lerorc� itl 26)6.1216N lemn sheer.sWbii2:nMvanJL.ve �eMMa.psaAlena aeSi w2Mnp e[aWa^.^I n mass my ..r•. Malp e JM Ruee rues Type ON PM tt)1]eet 16aW1M 02 alurwited, irveWNBUWryCerr{uaaa Mbey.OR 1 )&OeprlB]010 MIieklMuaTer,Ina Fri Mey9ae.y9yl9 Ppe1 1023colvFSIXI) bpUTOELazCIabVNBN&oIJOatOryTh $TqI JMAMJO"HOyxCMtle s� aA13 � 6613 ?i 15w4 II Syev I 9 a00 11 >m i 2 I • ] 6 0 4 Bata I 4z4= SY= 12 LOAD NO(plan BPACINO� 200 C81. Di (Im) UtleB W PLATES GRIP TCLL 20.0 PMN Dnp DOL t.25 TC 0.19 Ved(L1.) 41.02 1- MBB 240 IA720 2611190 TCDL 7.0 Lumber DOL 1,25 8C DAN Verb 866 1- MBB 180 SCLL 0.0• Rep Sb..Inv NO WB on Hart 0.01 4 Na Na BCDL 10.0 Code FBG2014RP12007 (Maps) WOight 4011, IT-M LUMBER- aRACING- TOP CHORD 20 SP N¢2 TOPCHORD StMMMlwooaanealhingaime applieaor5 15=c dins, except BOTOHORO 2x1,SPI and vertkMe. WEBS Aro SP No$ BOT CHORD Rigid calling directly applied or 10U9 oc bracing. MRek remmmende leaf SNbilrseR and required Luse bracing b-h Mstabd dunnp Wee ertdion,in acwrdance wire Stabilker com REACTI0NS. (Iblsize) 1=814A88,4=867BMwrhWice1 Mex Hm01=133(1.0 8) Max UpIM1-212(I-C 8),4=-290(LC 8) FORCES. (lb)-Mex.Camp./M .Ten.-Alltarce.250(lb)or leisaaceptwhen an.. TOPCHORD 1-2-12571312 BOTCHORD 18=-37L1M. -7-37TIO80,5-]-373)1Df10,"b 7311090,"-0 7WlON WEBS 25-25511014,2-4-12741436 NOTES- 1)Wnd ASCE 7-10:Vut=130mph(3deomd gud)Vesd-101mph;TCDLW.2pd:BCDL=6.Opsf,h=25fi;B-76e;L=540:esus=6D,ILL 11; Exp C;Encl.,OCpi=0.18;~RS(Mrectlonal);Lumber D0la1.e0 pleb grip DOL=1 611 2)This Wes hes been designed for 010.0 par bottom chard live dual nammncurrenl with any ober live loaaa. 111121122 3)'Ton;trust hes been designed fru a INS load of 20.0paf on the batch mord In all areas where a rectangle 38O WI by 200 viae will ,,lol1PEL S. M, It between ue baro-mora and any Other mambrts. ` G`, qG AAj 4)Ratio to gideta fa buts to If connedians. pA ♦ • GEN••••. / 5)Provide memaniul connection(by al l of Luse to bearing pile capable of withstanding 21211,uplit at join 1 and 290 to uplM M 1 p :\•V SF •;O join 4. z ND 63681 ^ 6)-Sem4bgM ptmrt bake including eeelC Member endlPHy model was used In the sialine and design d this truss. "- 7)Happens)gothv connection deal shall be Provided sufficient to support concentrated Ideal 86 M downand 32 lb up at 1-1-13, end 64611,down and 231 Ib up M 3012,and 456 N n an dowd 13711,up el 5-0-12 m botom mord. The deelgnleeNctlon d Such (r connecton dwkelc)Is the responsiblay of others. - 8)InliveLOADCASE(S)section,bedsapplledto Nafaw ONenssamno desfmn(F)wmck(B). x'53 STATE OF '*WZ 4o L0AD CASES) Standard '��`• �� pP'N 1)Dead+Rod Live(b.WnMd):Lumber lncream=1.25 PNlelnwaee=l.z6 %�s'•. 0R•(„ G •� untormv n 1.3-M.14-20 pMpS'QNA1 EC� , %a Concentrated LOWS(to) it Ven:6-86(B)7=848(8)8d-456E) MICMN S.Mynd R No.53881 hill USA Ind.R CM B89d 6901 Paha Fad BM.iampa 893810 Dal May 27,2018 SIO,MSafw,a aaeiIffeaat...w E60 Nn)FaaN)MIFD MCLVOEaWratt aaFEREMCE PIOE 147Ila m.fa'WHIBBaFOMEWE ��' g.,lan.ni a ra ire omr+nrx mew eo,h«ran.mx e.rM�a Lunda o.M�Pe.Poram=reR.no....a.e Ir mr a.nawaw wusre«rrw«wt ear em,Benore U11 ins cuAenp eeJorer m,u VeMyrM W11-alllry er eergn ods—len ane M ncvyore wlr eetlpn Mo me own aaabal.wl�d.ealoPe.«rx��aa0o �iWa.ell,,,a,»axa�al�u�memx.,.a�% atbedremP.,e.,maPemo^ene..�ba MiTek' Ihadi a°war.reouiry e�moPrr«r<elbP...nm paaaaeneno.a6lwa.a P�weNddd .. awwr Wdo.�.r.wmna me �Mcorion.I'dr—.dellwy,wri ono lxocFa cr wvetoM bwmnem,m afig7p,yl�c9wholl uB.ea KSl wfalnp cenP^^^I dBW Pen F.N&A. Im alt—ftm naolNck ham Luss Plele Ntllrura.ale N.lee Sheol,Stara 312 Pbw56b.V.1 out emM.Fl Yd30 Job rnws Tm"Tvw DN P ♦mt7N] +Lpm7w w M[^[pa[^a^+er 1 1 1 a M')MAaaNbe.le[ Fe 2016 Pass IndeNen&tlkry C[nwned MN.ry,W ID:3NxLFatXT9MbCd4e&VNgOW1GryT3siryNJnyJ0llHCMdd I � ]LO 7612 Le-02 L22 15H II Eul[-1]].0 e.W 12 ]le s 2 y t 8 a 6 9 e 9.0= h lA ;x0 LOAOINOIP.O SPACING R00 C31. OEFL In lbd VdeO Utl PLAlEB GRIP TCL- R0.0 Plate Gdp OOL 1R5 TC 0.19 Van(Lq 4.@ tb .989 340 61r30 24Y190 TCD- ].0 Lumber DOL 1R5 BC 0.42 Vancrt.) d.oa id sBW 180 :CLL 0.11 ' Rap Need Ina NO WB 0.28 Hors(TL) 0.01 4 We We BCDL 10.0 Code FBC2014RPI2007 (Matrix) Might:40 Is FT=20M LUMBER. BRACING TOPCHORD 2x4 SP No 2 TOPCHORD 9mdmlwwdab"thingdimdlyappl'Reor50130cpayn., eaceDt BOTCHORD 2x6 SP No.2 end vedlcals. WEBS 2x4 SP No.2 BOTCHORD Rigid adding dlrNly applied or 1000 w bracing. MTek ronmmems that StebiRz7 aid reRWretl cmaa bwcng be Inablktl tlurinp Wsa aredbn,in exordanco whh Sbdiker hd.0 I. REACTIONS. (Ved) 1-815106-0,4=86901echanlwl Max Hors 1.133(LC 8) Mn U91M 1--217(LC 6).4=293(-0 8) FORCES. Ub)-Mex.Comp./Mex.Ten.-All brava 250(b)akaa ex"Dl Wnen shown. TOPCHORD 1-R=12601319 BOTCHORD tfi=38011093,6-7-30011093.557=38a10B058=38M1093,0.B-300/1093 WEBS 2-5=-26211017,24--1277/444 NOTES 1)WMd:ASCE 7-10:WN=136aph(;aa.nd gun)VaW-10lmph:TCDL".2pW;BCDL=6.Opf,h=258;B=7011:L�4q eavebft Cat.II: Exp C.End.,GCpi=D.18:MMJFRS(d,M.m .B;Lumber DOL=180,IW.grip DOL-1.60 3)Thm VUM has;S has been aeagp^eMrs 100 d Mri.WePloado20.palnMebotlosemord!led m choNtinallamnaenwhedarectangle 3-6-01rlII by2Maidawill `ea.`tpVLI SSSk;;,Iej mbeavei me bottom More and an,other members. ♦ `. ..• •qA 47 Real to gimme)fortmm Wae ss connections. 5)emittermehhan'wal connection(by Whets)of twee b bearing plate capable of wflhdanding 2171b uplift at elm 1 and 2W to dplM n ��; - GENS F feint 4. - o N 53681 6)•semifigldpdMbrwbinaludingheelf Member end fatly model yes used In Me a^alyM..bd design ofthi.mass S- •. 7)HngmIS)or Wheydmnedbndwkds)shall be Provided auMtetl Ica ueWto suPwrlconcemrad(e)NIs doom and 32 to upat 1-1-13, + :+ O ane 651 Ib tlown and 240 b op al 3012,and 456 M dcdr a^d l371b uD al 50.12 on bottom Mad. the design/selection W... nedion dwke(q Line wapalnbdlty W Waters. 8)In the LOAD CASE(S)"din,base applied to Me face W the Was are noted as hont(F)or back(B). STATE OF LOAD Call Standardt)P. N�� 1)DeWdIRO QI-N.(beknced)'.Lumber lnae...=1.25,Plate lnaen0=1.25 yIlCSls't'.�A1.. �,A1 Vert, 14-20 1J=20 ��,,'�NP•1��AAA Concentrated Load.(to) Ven:a--Blif 7=651 IF)e--458(F) Michael S.Megid n No.53B61 MMI,UK In..IT Can 6631 Not Palle Pot BNB Tames H.33610 Card: May 27,2016 Aced v.mx e..lmpe.adw, Meeaeparo7aenrweode P. -T."' `n ea as 7n a r...aehadand fpREua6 ..,aem u].uo[[e[.n.nlrm aerp.de..[e.ribvp[np.nm=t«n•1w•.one- ^t+ar+slvaewel^a.[mpm..-mr see�vd-i. % a.s.Imhe e..w�n.n.enrvm..pvbmuNote•apn v.r. l[..mp n[[m[�m. .xrlP.lnto n. r .eadbP...a wMwp WlWl.,coal m,o„weanwara,amm.ata.aarxr. eddraidenwrvyanepemoaear wnMp Mi ek• Mr-1a a$torn,on,alrll�r cans 1n...d th dbnre Win WnL[v.lr[^ol FFrynna w��lN9/11[Men2M3,da C. W.Meal dre 9CR reWreM m= SalNy lnbiarmalbneovobCla Femalruu PlMedhEllWe alof ine N.Lee 51rJm4 tlle]I2 PlvcNgaildL9]la.�•a4 meJeaW.L31.uMnp Lanpw.M pp[p"e EaaM. .mw.n saeto Jpb Trvw Pet" rvw Type Ory Ply nitnM Job Rinahmay(ortbagal 1&OYiSa W poetR 1 nompbe BYl1]B.'sadk MWry.M I.GOeIyr 10ID18 Mreek.r-.ler.Fn Nay RI M56N Sam Pye1 IDnKZA,vFa1XWAbFUVDbLdvCiM_%k71U %usOUa151 PDPgWGeY0001 SQUWOzCMdZ ti ao-aiz z sns .12: wa sea s11a sms=n3a4 a. yto= 414= a 4 4 13 5 0.M 111 LSe4 J Lh4 O a ' a A i ,qq 11 to B A B _ ad .10= sea nava 71 LOAGING(p0 SPACING- 2-00 CBI. DEFL In (bo) 0tlan Ud PUTEB DRIP TCLL 200 Plate Gpp DOL 1.25 TC 0.37 Van(LL) 0.13 8 '9911 240 MT20 24M190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Van(TL) 4.20 74 '898 180 BGIL 0.0' Rep Shade Inv NO All 0.21 Heft 0.11 7 We Na BCDL 100 Code FBC2014ffP12a107 (MatrM) WeMM:IM It, FT-M LUMBER- BMCING- TOPCHORD 20SP No.2 TOPCHORD Structural amod ahadhng directly applied or 3 lea purlins. BOTCHORO 2x4 SP No BOTCHORD RI9ld calling dkemry applied or 681 o oc brocing. VVEBS 2x4 SP Nc.2 MTek rocammentl==m-i requbedcreas bracing be instalbtl tluMp In accord arlw wet Songster InstWsticn uide. REACTIONS. (Ibblze) 1=140&MeManical.7=14264fiechankal Mao Hoa 1=102(LC 24) Max Upm1=dS5(LC 0).7.53(LC e) FORCES. IS)-Max.Cpmp.1Max.Tem.-All forms 250(Ib)m Ina eecapt amen an.. TOPCHORD 1-2 -2758912,22-358180.112-23089811,412-230 89,413=-2345/022, 51342345AIU.S25 -20271800,672800951 BOTCHORD 1-11-78812423.1611-798Ml8.3l0-M26188-14-798a5l8,8-14-na/2613, 72-800.11457 WEBS 2-11-2531211,}11=-1551310,411=S14MS8,49=01255.4-84351180,58 -119069, 62-2581112 NOTES- 1)Unlealanced mot live loam nave been considered ear this design. , TeELaI'll" p 2)Wind:ASCE 7-10;W0=130mph(3-second gust)Vnde101 mph;TCDL4.2psll BCOL=6.Dpst;h45n18=768;L=5U;eeve=6n;Cal.ll; ,1 1, Enp C.Encl.,GOpi-0.18;MWFRS(directunap;W mbar DOL=1.50 plM grip DOL=1.6D ,134 s 4f A, 3)Provide adequate brand,fo prevent wom r pmntlmg. :sw%X6' • GEN 4)This may has been designed for a 10.0 pat bona&Mand live load monconcurand wet any other live loads. ! ;•VL `SF •.0 �� 5)•11hNWaa has been tleelgned fora live load W20,0pston thebWom MON In allareaswfieroa rectangle3-60tall by 2-00.d.wtll M between the bosom chum and any otmor members. S' . No 53681 6)Paper to panelists)for truss to Wee connections. 7)Pmlde mecmaNwl connection(by oMare)mase to bearing plata capable 0 wHhstanding 435lb uphill at joint t and 453 to uplm at = joint 7. To 8)-SemFdgid pnembreake Including haeli Member end duty model was used an the anaysis and deNgn&thisluras. �Z1�}:r 'S" TATE 7O 8)Hmgetfa)w& cm hernne&bn deviw(sa)small be pmidi sullku lenl to support mnntnbd WAS)137 to doom and 141 Ib up at 7-DO,� 137 to do"n and 141 Is up 9-0-02,137 to down and 141 ib up at 1W.D.and 137 lb stoat and 1411b up put 1b1.4,and 250 to down i .(k•r, GP• •�� entl280Nupe1142-Oontop MaN.end2091bdmwnand40lbupM 7-0 94lbtlown& 9812.911btlownN lO-aL,sndmlb �jA lc Gqt (j. , rts�Prifil,-1ity Malnd 2891bdown end401bupat 14-lianbmllmm Mmrd, The deslgnlsete&Imn of such correction consent)is the '`A4SS,Os. NA;E?4ss 10)In the LOAD CASE(S)section,bade applied to the fox&the W ee are n&sd as Iron(F)or back(8). MIWeI S.Magid PE X053881 LOAD CASE(S) SonndaN MRak USA,Inc R.Can 6591 1)Dead♦Rotor Llve(bWlaed):Lumber In"eeee=T25,Plate Increase-1.25 6801 Points and.Tamp R.=10 Deet: May 27,20 16 Q w66wxa-v mrewnw..m.r...,ew4o Npree oN IxrcaenwcawEo 4ena vaaauxcaweaw.am,...toaanela easox wE. r mHv4m w7eNcmnecl»tnaeenenmwoee this u0n mmelmmcvm.-dalUdn Ftl'...I u'anecompcomnl nolo Cuups ..-. be uw,IMCUNkp tlerynermwlvenryllmapgimWAy dmeYP�preoven upeo tr i rein .ere o'GIrp"upbdNrec"plNlmted old plewnr]wklYq urindlr3dwllruuwe]end/n,clvdrrcmone n'p .1hr 1-tdccna Mi 8 MWv� v e..nwNene to prtvenrmop..wm pcmbk wnenellNwenJwcl>alv ao..d0.. dvolwa�c�e KpoNNa u. 'aaNryln---ban eovame hcmth,onine lMilNle.r216 H.Lee Street flue312Ak,rdNSmelVgM1_ e ee.WV•et antl aC3lWadlnp CempeneN a�as F1.1. Jc0 TEUfn Trvos Trye pry Py Tmw wmru op ipaw. z raafu.naowem c°.w°.mN umrv.wN r�of>mrezpre wr.k me.mi...iK.rn urvzrww:slxm Ffxax )D:EOWy slX?TJWUYOaLazgOa_M7jU_IBwOUal51R11p99 Y00013CRR90 C0 Lono CASE(s) 91+naam Uneam Laaae(pi) Vel:1-3�M 55 .54,5-7=5R,1-7=20 cNnni "Loaaa(ic) V.0 3-115(F)5 122(F)10•41(F)11-251(F)9= 7(F)4=115(F)8-251(F)12-115(F)13-115(F)1Y47fl QWERNNa-U N anryrvnlM° .1-11 aN x108RNaIXCtUOEOwRFRESERENCERa9Ex�)O]m.fO1b.la aRE1RE oaao,rolm ra,uKan�r7m er pogo...o�o-f.mne.,�o°�,nm°e.nrv.e«�a.,.m•r.omo..�.a,earaa„ew�aewauq°omRoaom.°or >°,em�ee�°° °�. MRek' a.µ.of..a�,=ara.asamo°amR�aw°r°owce,.rm c.�mi.xRo�a'�m�n o.a voc°mmmm.. °,�..iwmz.r..ft C.. rop.. om uon°me,.°bq.r 1 A N. Sm rym.n.ro° En.a1 ..ry C01Ma m,ar.ne,cu Wwi°o<°.Rui.m uar.n E.Ran. �iM—an°° .wwm.nomuvN rwr°mNnm°.xie N.a.sx..,wpe rx.a....em.vw zvi.. r..w.rL wtR qb Tenn TIUMTyp, DM Pty ieD)MS E R 16W010° ]MO•Ap Ip ROt6 Mliatlneuen"•Nc Ie Mry21 M'.00'032010 Pepe 1 iwWeilumns mPaiMM•. MN.ae,M p:3]I(2pyFe1%'/YJWJYDbLOZCM9IINM?+M2FBk11G50%Yui]62_o9aM>JUOOpzCM1MY 19161 L-11 � L)-10 btd N-11 5.ya=1:b5 so, ae= Sas II 2 3 4 a e t d I IW A G ) II he_ 10 ass= w,As,= 01, LOADING(Pa0 SPAOINO- 2b C81. DEFL. N (lest) VdeB Ud PLATES GRIP TCLL 4U.D Plate GOP DOL 1.00 TC 0.37 Vad(LL) -0.04 10 498 380 MTP 31II180 TOOL 10.0 Warner DOL 1.00 SC 0.51 Vel -0.OS 410 1999 210 all 0.0 Rap Slrees lnu YES MB 0.51 Hcrl 0.02 9 We n1e Rbi9ht 98M FT=200 BCOL 5.0 Code FBCP11?PI2007 (MeMx) LBRACING. UMBER- TOP CHORD 2x/SP 1,10.2 TOP CHORD Structural Mood indicating diraM -0ly applied or 2.2ac WMns, accept atcale BOTCHORD 2x4 SP NOS endvwiling Viii 2x4 SP No.2 BOTCHORD 6Rigidl oc bachlradly appll-Or,O-0-0oc brecmp, ExwM'. &0.0 oc bredng:49. MiTek be'natreelbcoamtlmutlennddis I'MablrMd a ones enedin accordance all Slablllxer 2.12 16 ULC 1), REACTIONS. (Mec'Or) 11"71$LC 3)9=111185��7.313(L.7-27603-2-8 C FORCES. UP)-Mex.Cgm,JM..Ten.-All forces 250(11b)or lnsalwun.h.. TOPCHORD 2-3-10270) 67-2830 BOTCHORD 10.11=0/102/,410=M859,8-a+8550,4a—te"M WEBS 2-11=109510.39=-11330 NOTES- 1)Unbaimc-mor9ve N-•nevebammnsidar-tori isdnigo. 3)The Fabdcellon Takrerceatloint/=P% \\ Op3a•pg 11 3)Bsaringetlolnt(s)7mneid.p..IIMlogralnvalua Wing AN5IRP118ngle to grain formula. Building deelgneraboula verity capacity \\ 211e Mbmrin9 audace. \\ eL S. II /)Pmvide mechanb l wnnedwn(by Milers)cnm6s to baedn9 PIM.Mpmt(s)n.z , GAP dLlq�a p' 5)'Semibgld Pfichma ke Including hall Member end fix"model wac used in the a udybus and design of thls truss. ��N, ,: p E N SF., B)Recommend 2x5 Mrpngbacka,en edge,sPac--I IM4 oc and lasered m each was wan 3-1od(0.131-x 3y nabs. Slrongbaas to M enemed to walls s their cuter ends or remained by other means. Z No 53681 ' �9 , STATE OF 410 Medicaid S.MyN PE X0.59881 Will USA Inc.R.Out 8891 fi901 Palke East BI W.Tampa FL 3%10 B 0: May 27,2016 woeMxa.yeaxailhe m•1••Baas.oMolaaaatxls.d-NumaorraxaarFurme.aoe - t mdg„mMm,Pma,ry�.m1..1eWa°nnaalar.ree eelre�rte°,ee cnN�onnP°,nmelen,lw,....°°e Ill e,`�',°emarmee�lal la�m'no `ronnl m.OeB mud. eWlminp eeuonn marl reev e° co Ylyal dada,Ponmelennw p�PeM-in° `T'°e e,pdma"eaw.,. ama�aleeamwe.anl e„atn,aminaln°mal k�...eeoaeelarnale mamean ie sduircmrvana emenem elaa�na MiTek' e° 1,961, welanaelery°thel°PiewnluLPmvam PmWle pert°-Iqurv,ntlp°ceM uamupe m�°iiHe;,�l,_P.deleem'xemim nocows.Mem orsI—swreaiz`ne.1°,"e'a""w vd�W<m.na osen a,a�nl�mei,p earoee.M seww•m sE.Muane. J. Trvee rvee TOys Ory Pry Tell. W M Et WP I colionall ineWweuRtq CcmwneMe. MYM'ey,GP 1]Nn exp10A18 aaieYlMnliMe.Inc Frissi w'.ad'..air.Beset ID.231Gl�vFa1%]VJCpUVDELE]LIaU51N 1,72F&tt90XWi]02_o rJUODRCMdY L]-It 61Q 13b12 1&16e L]-11 Wi L]-10 &1-0 $ue-lato aN II s.a= C.4= au = am 11 %se= e 4G_ ] I� 1.y1 I 11 10 9 ace= a.e = ace= 616] 6]-ta 61-0 LOAD INO(peQ SPACING- 2.0.0 CSI. DEFL. In (Igo) we Ud PLATES GRIP TOLL 40.0 PWe Grip DOL 1.00 TG o.8] Ved(Ly -0.W 10 x899 Sao MT20 2441190 TODL 10.0 Lumber DOL 1.00 BC 0.51 VeA(Tq -0.W &10 >898 240 BCLL OA Rep Si Into YES WB O.St Hdw(Tq 0.02 8 she We BCDL 5.0 Code 11302014fTP12007 (Matrix) YAWFA:98le FTx 20% LUMBER- BRACING. TOP CHORD 2x45PNi TOPCHORD SWdurel wand ahedM1ingtliredry applied ort@-D oc WGne, except BOTOHORD 2x4 SP Ni and vemcls. WEBS 2x4 5P Nxi BOT CHORD Rpld ceiling dimdry applied or 100.0 oc bmdng, Except: 61 oc bredng:M. MITek recmmenda Nal Sle rr entl leauiled was lasting ba Inalafied d a ng Imu eredbn.In a¢adalwe airy Stabilizer fifigi REACTIONS. (Ibli 11•]1110.2-12,1.2)8151-0,9.1185x90 MY Gley tt=]15(LO 3),i•313(LC 4),8.1155(LC 1) FORCES. (Ib)-Mea.Comadfisx.Ten.-All Mrcec 250(b)oi..Pl Man eh... TOP CHORD 2-03 -102iN,6-7x-283N BOTCHORD IDA 1�1024,010x01959,84=85510,N=E01x WEBS 2.11-109510.}9-1 13M NOTES- 1)Unbalanced IIW/live Nada haw Men considered ler his design. 2)The Fahnwtion Tolerance at joint 4 x 2MM1 3)Provide mechai Comm sion(by Mhers)of tensa to hewing plate 0pin,(e11 L EEI I I qE 4)'Semi-rigid phchbreakslndutllnp heels'Merathei fix"mi wet Used In the smalysla and design of this Wet �``%p Jl-J SL S. Ef1i 5)Recommend 2c5 strongbecka,on edge,spaced d 10.00 oc entl fedened to seen tmsswllh 3-1 W(0.131"%3'I nails. BWngbecks to s% .]A q 4' be attached m wells d weir cher ends or redrebed by other means. `J �G GENs--•c; , No 53681 i '9ti1 'STATE /OF i41J O�;SS;O F,%0�J Mld 5.conal Mend PE No.53091 MITek UK Inc R.Old 8534 M Parts Ent 9ryd.Tampa ft 33010 Oats: May 27,2016 Awpradder Vmyy Nelln V.nnxl.n mIM.10 N0)ESONiM 1119MttYOEp MIrEF PEFEPENCEM0E l61al]m.fe9wl01a BEFOXE Wf arA a b urs Dory MIF MnelOconnecl ideATeWosc Wonpommecn tahs old awvaMpl ysm, W WYarywrgonent nal �� buffradeglnrebreuse. Icoletl Yiaq�evenlpVu'IYp e1�FJW-1l—laon2/x CM1WrerLe�H�4nbtlaMrwcWondo✓m 111orecNp buMvryirWuree�m nuWilr ane la arevenlutwevxm pmaabpmana iauyana pMVNbnmes." po,miso d—hortmem Yoe WOW ,os,alwme9enmnlbMelrcminu%ab WMule.1210Nr4ee 91rce15U1e 313 I.MmJW,IV p2uexllM COlatla.WHlendeOleuWlnp CarpmeN eeaePW1. . e•w.Fl 1dNa Jab The, rvn Type Ory Pry mat] 16LE0]Se F - a .seaeeulel Comps.... Mtlaey,W ].UOIWaBDlfi Mliek lnJUOb,he PoYry 27 UP ov:M 2316 Pepe1 ID33Nz/LVFe1XWYA DbLdzCfsdw sY WjJMMSU�mU5ENYSF M914zDxMCMdX 660 11da 1]d-0 18100 i � 660 411-a 511-] 3-SO a.a= bade ass] N WA-'- d 14 2 s `a n 1 �L4 = m 1] 6 14 e ] L10= IBia ~IC50 LOADING(psi SPACING- 280 CHL DEFL. - "e, 140 IM PLATES GRIP TCLL 20.0 Plata GdP DOL 1.25 TC O57 VaNLLI 8.17 1.10 >BH9 240 W2. 24419D TOOL 7.0 Lumber DOL 1.25 BC O. Visli 41.45 1.10 >521 180 BCLL 0.0• Rep S %saw YES WB 0.33 Hoi 0.0 ] Ne Ne BCDL 10.0 Code FHC20141142007 (Weir) WaOM:125 to FT-30N LUMBER- BRACING. TOP CHORD £X4 SP N0.2 TOPCHORO Stmduralwoi sheathing dirtdl3 applied or42-2oo purlins, aimed BOTCHORD 2X4 SP No.2 end vemcals. WEBS 2.4 SP Ni BOTCHORD Rigid oiling dlredly apPlbd Or 080 oc bracing. WEBS 1Ruw al rdi 4.8.SA,0.7 MRea rawmmelWe iM1at SIabIIMere and required vwa bredllp be ineblbd tluring Waa eretlieh In acwNance wan Slablll2er r. an REACTIONS. (Ibhha) 1-725N2-8 7-725624 Matt Here 1> 02(LC 12) Mut Uplift 1>-137(LC 12),7--24112) Ma G.1.7311117),7-75](LC 17) FORCES. (Ih-Mao.ComP.RAaX.Ton.-Nllaaaa 350(b)orlermenosptwhen Moven. TOPCHORD 1-11-11]B2B5.2-11=1W]g08,2.3s999rz50,N6909rze],4-12--200/fi9, 512--20752.&7=-7911361 BOTCHORD 1-10--51&1104,lb13-325599,&13-32&6N., 14-3255988-14� 25R99 WEBS 2-10--3161292,410=-130/545.48-6851336,6-8-295094 NOTES- 2)Wi11, nd:ASCE]lonead�-11live leads have 0;Wa=13Dm,h(3remnd guen �VnW-1Otmfor this ph;TCOL4.2psf,BCDL=6.0pe,,h-25H;B-78M1;L-54H;eevr :CN.II: ,On. ATTLp SL I J'LBM 11,, ExP C;End.,GCPib.10;MWFR3(dirodbnap end CL EMedOr(210.1i 10 581,Inter'1or(11 S6110 I]-58,ENedb(2)1]d9 t0 J AGN.•• .... qG,O, 191torr0-C for memaan and Phase S MWPR3 tar reactions them;Lumber DOL-1.60 plate the DOL-1,63 Q �: �\GENS' ., , 3)This buss has been designed for a 10.0 pat fallen ahortl live lbad nonconwnatt with any other livebetle. 4)•ThisWR has been designed lora live load:120.0prt0afiebottom Mord In all areaexTerea reden9M 1-tall by2-0 wldevvHI NO 53681 fit attention the bosom MaN and any other members,with BCOL=100paf. ? *J ;*-� S)PmvidemechaniwlmnnMion(byoNem)oflmustobearingpldeatfolnt(s)1,7. ❑ 1 0)Provide mechanical connedlon(by More)of"is to bearing Plate capable at wanatanding 127 lb upl&at joint t and 245 b uPIM W 7-p; ��-sz !s[ joint 7. 9•; STATE OF !� 7)^SemWgN patllemaks inauding heels"Member end baby model was used in me analysis and design W Inie W se. T /ONAIL-' �Ni MIMad S.Mayd PE Na53681 MRak USA Ins PL Can 6834 6501 Path ESU BNL.Tampa PL M610 Bare: May 27,2016 WENMHa-VaXEeWv,'eve. enJNMa NOFES 11 -r-1- eNnXalNa MttVOEa MIEN REFEXMCEMOEYF].rll m.IN3R31S6EFORE USE. ��' �O.Np^VnliErnme onH. uve -r-1-11.benonimmy ed rA on mermalnwlnrd sriv NNud buuaneaamnn.nt nnr vv rpem eo<me. ebuHp tlevpnermual ae o'6apglcoELroIEeYT paamelertnnE m Ympaalelhb tleabn nre Menwol `.1wo,,eaq Rara"aurro,e 1�.,-mc'ovis'I°eYOml,iIn°w`na�e-p iv vii-as.i etlowal erica°a:ce°�".pareli°,9• nenio-ocrw MiTek' 1.1bi lor.,,.tl.,,metlm ord bacbp.11-1fGro lrua Nn-is. .Ill Does,Caere 11i aeaealerWnecmmPon.nl ew poke EM&v0 useverse-lion oZi,al.Mm lmv abre lMt,to, IBN.lee nrre.t Sul.J12.i,ii-hIv,V4-rI. ivpv Fl.13 Job Trues TMaTypa any Ply m". 16060/51 F1 HIP I 1 T..N.OUme c—soetlr, MINry.L15 1NOe/ysl°A18Mn•XXgm-.Inr.Fx Nry5EMaleB'.-AfH1apg1 ID:Z11V1vFe1%iyJ[9UYGaL@LNWvvwBATIJA' BM3U04vmUM6F5uMHICzoxIGaGMd% 4r0=s Suls-1.559 6 M B.O 12 a 987 i 4 axis G 12 1.W\\ 3 e 2 n I to 1. e u a 7 is a.4= Bw= as9xro= 1.ss4 II = 61 LOADING(pep FACING. 2.0.0 aCal. DER. 7h a(bo) We lid PLATER GRIP TCLL 2G0 PMte Grip VOL 125 TC 0.59 Vai 5.9 1-10 x999 240 MT2D 2Ml180 TCDL 7.o Lumber DOL 1.25 BC 0.83 V. iL) 5.a; 1.10 -514 180 SIG 0.0 • Rep Smaa Ind YES MR am Hai DA3 7 Na Na We9M:12411, FT=20°54 BCDL Cad FBC2014RPIM07 (Ma — LUMBER- BRACING. TOPCHORD 2x4 SP Nal TOPOHORO Stmduralwcotl Neathing tlirsdlyapp8atl or 4lAoc WHRa, exwpl BOTCHORD 2x4 SP Net? end veHluN. WEBS 2n SP No.2 BOTCHORD Rigid ullhg directly applied or 680 oc bracing. WEBS 1 Rea at al 45,e-7,S8 MTek...ends Mat Sm illmn and recall as bracing be im filed during Wu eledbn.In accombru a wM1 Sall Installation ad, REACTIONS. (grace) 1.72517.72510.2.8 Max Hors 1=302(LC 12) Max UP1181-127(.012),7-24112) Max 9rev 1-1 17) 7-7650.017) FORCES. (Ib)-Mm.Cump.N .Ten.-AXbI s2W(lb)orlessexcept Mlenshawn. TOP CHORD 1-11=117&293,1,11=10731308,2-3—MM51,SI2—a67255,4-12-909068, 45=280.97.6-7-7994387 BOTCHORD 1-10�31111101,10.13=31GAIR8,SLI 3=36218959-14=36M98,8-14=362/698 WEBS 2.10.-315292,4-10=-132/547,4-8-6881379,68-3181723 NOTES-1)Unbalanced 15tt111111/ 10, 2)bull ASCEi40:WLh-live 1SOmpb(3eee have been mnd gain)Vead=101mheat far this mgn.ptr,TCDL4.2ps1;BCDL=6.oPe,,h=2511,8=708;L:vl severest;Cat 11; `A\Ae,�PLEI S' . 401, Exp C;End.,GC;d=0.18;MWFRS(diramonal and C-C EMedary2)0-1-4105.61,li enor(1)581 to 1755,Eddmx(2)1T50 W �l�G ••CEN G/ 195-4eam;0-C for members and forma6 MWFRS rW reacti0m shaven:Lumber DOL=160 pace imp DOL-160 41 ct•%.Y `SF•'• '� 3Ibiawea bas been dealgnea rola 150 psfampredlord live load nonconwrtaMwManyalmel Nede. No 53681 , 4)•ThlalmMM1ee been de0gmdbra live load M200ptlonthe bottom Chad in all areaawhero a rectangle 3boa11 by20awldawill M hotel Ue boawn Molal and any enter mammos,with BCDL=IO.OPd. *r - 5)Provide meMareal connection(b/Whom)of lmaa M bearing plate at)olnl(s)1,7. } 6)P.M.meohankal conWsa b nection(by others)c bearing dile capable W edhatanding 127 b uplift slide I and 245Ib uplift al -G,• �y! pial 7. 9Q; STATE ;OFJ'41Z 7)"Sari is pfeleroeks induding hei Member end navy lwael was used h the analysis and design WMismea �� Michael S.Magid PE No.55581 Mi USA,Inc.FL Gen 8834 6887 Peke Ent Bad.Tampa RL]3810 Dead pip�pp May 27,2016 � VwM L•rlMPeraneY'eeMNGPNprEd ON PW4Na lMCLVOFDWIENREiIQNCEM°El7M m.1a1YM15aEEORE VSE • di pw4d b uu anN w^In xyteM mrnMm.lMs bNan a bases onN upm paresrelen Pprm.and a b an sedi b1 W.1d cwryonenl.net m.0elosemc.Me md11 spmlmnl MNldeappimdary ottlesl°n poonetds and qa ^Fcvclalb Mstlea°n at puerd °nawMml;,eeeaNn.ae�an1aeneaalm Xm Pm.enlbpmma mlpdMeaal m�m..w anala�l.o,a menm.na�re demand m„Pnagand p•,.mronl Mame MiTek' arvammq..eNwlpw...lm pgadMpenond mlwane p�yall/tmdr aamn9e. ,Pen>ewbanc.rt9oNnp m. S Nhln a an°ammiloc blm�nl uNCMIm...l l4, ex 11-1,sue IntimaiNla.l�otalJa1He'<MeM.ouaroaaCel auraln°cwnPuneM T:gwab m9W. Jpp Two Trvu TYpa aY Pry, 1,111mO Ix Hewsvw ' ].eueMlamle ulaeklnWONa lm.rnuwnde sou debP.Bel IsaentraddoodexaWn e5Bm9bMbz CMEI y t>f00 eOB H $B b mad- IM= ma. 111-1 n ]va N i ] 2 'a 1 B e ] e as ae II Lw+ II �— x1a= PI grata I:G LOADING SPACING- 2-0-0 CSI. DEM. F (Iw) VOM UG PLATES GRP TOLL 20.0 Pdo Gdp DOL 1.25 TC 0]5 Vert -0.12 1-9 498 2b all 2441180 TODL ].D Lumber DOL 1R5 BC 0.89 VeH(RI 4.44 1-9 491 180 BOLL 0.0 ' Rap Steen led YES AS OEM Haa(]L) 0.03 6 Ne Ne Year:11844 FT=20% BC 10o C FBC201IrtPD00] (Medd) LUMBER- BRACING- TOPCHORD 2111SPall'ExmpP TOPCHORD Stmmuulwmit meal direarly girdled or 2-24 m purlins. exmpt 45:2NBSPNl and Yellbla. BOTCHORD 2x6 SP Nog BOTCHORD Rigid calling deaNy applied or]-11-13 as bol WEBS 2X4 SP Nog WEBS 1R.at hided 2-7,5$ MITak recommenda that SteNlbera and maainid wea brat be Intuited mann,tmfa ercmion,In eccoMan.ads Stabilize InIfiffl.t., REACTIONS. (IWelae) 1-7251 24.6•725I0-24 Mae Had 1-3011112) Max UPIMI -I25(LC 12),(1=-241112) FORCES. (lb).Mars.Cam,JMax.Tell.-All farms 250(lb)or Mn meet Ml an ahwm. TOP CHORD 1-10-1 1251252,2-10=9852]1,2-3V]0,91),38-3651123,45� 37J196, 56!I9W410 BOTCHORD tA-53N859,0.9-534909,]A-5344809 WEBS 2-9=0052,2-]=-755288 5-]s10]J698 NOTES- , LLLE`ISup, p 1)Unattended mm 1.loads need"..mmMwed forded deal . \\ 4 2)Whad ErPCpEdE GOPO'7-10 10:MWFRS(dreatbnep anddCClEtleuar(21 G1-Clafi 1.Inlerb0� 6-t oti]-0Eethl B-76ft. �og2)15-74toft ll: 11A\0 M.qC IA' `.��: -.GENSF.:�04 1&0-e zone:C-C for member end bmbs 8 MYaFRS ter reamldna shown;Lumber 0041.80 ptele Brip DOL=1 W 3)Pmviae adeyuele aramege to PevemwMerDmding. No 53681 , a)TMa was Naa dem aeelgnMfnalD.o pal eonom abaN five baa nanmnwmen1 xsienyend liveingle •.*'� 5)'This was has been designed for a IM load of 200paf on the bo dom Rolm Nallarcuwken arecWnBle 3dk1 tall by 280 wide will Y* 8t beNreen the bottom chord and any What members. 6)P.O.msalma al dennedion(by doers)mwu to bearing plata at Wall(q t,6. Z-01 :.'-.-" :2'C '11 Final meUunicdl mnneNpn(6,others)of tmaa to bearing plate tapabN of wMletarying 125 lb UPIA 0 joint t and 248 lb uplift i9:• STATE OF :� joint S. 8)'Semi-rigid pXtllbnaks NGdi ung hands'Member and fixity model area used in me analysis end design&this was. jpA ' T4 - Q P,•N_; w,e�SS�ONALEN�`\\\ MbhaN S.all PE Nd.W51 all USA,Ins.R Cert 6634 6901 Parke East 0144.Tampa R.=10 Ddb: May 27,2016 Qww Mxn.veM'ewane•emx..eneampxarea GxalXsaatiratlao6d NRNRErstalar-des m,...rwavxm]uromuae. ' aced b�u�onde Ih MleAecennMors.lN�detip1^u bead o"upon poramebrnlwvm.oM klvonlntllvleunlnntliry component rot neem. me bullONg a.nane,ma:rvenh eo oewnlvomeap-m ..M1na,a pmp.mn=b a soman mmineo rcmX �B xepn. a,�cAotiidmletlampe.em baaknnBrsl��ln°w°el m,.weennem"r,d members n� mXw�nlrempdm'nnb pe,am�I walne MITBK lWl ttyaM lbpewnl coba_"m'brWle pertantlherynntl popeM domape. eenmal ButlarcereWNMq IFe rc muse lc tleHery,mecllmaN bmcW nrlrvnm oMlw armans ee nNSNNI QuaaY<MNe.aladf enX aLBI OUMnp LampueM edrPxke Eexaxl seMylnle,meAm pvalkMe M1eminatGm IdXUM1.xIB N.lassra SWIe J12.Awwnda xYe]I<. Txrya,ft ae610 J. T. Trvaa TypaGry PH Ri1)BW 160N)4 Fa Flov Eu[{aIMGMb ineMen."ComponeMS Mae".W 1..a Mr 11.16 ad—noteN4lnw In Mry 9 oB:—IDIS Rd.I ID 23NzA_vFe1X9YJ YDbLUxMI YftB2ROEYgbLBJQyTT6ke YS FBmSbMb MEN olye DHe are.-I]Ao )M= 1 2 3 0 6 a i a 9 10 11 12 to N IDI4 2e 27 A 2a as so Y3 21 se 1. 16 ti 1. 13 N= )W= M= DA f27Edoel.1290l4O 121.MO -140 121 lana LOADING(Pon SPACING- 240 OSI. OEFL. in (bc) IItloD W PLATES GRIP TCLL 10.0 Plate Grip DOL 1.00 TC D.C. VeR(LL) rah - Ne 998 MT20 244I190 TCDL 10.0 Wmber DOL 100 BC 0.01 Vert(TL) nle Ne 999 BCLL 0.0 Rep Siroes Ince YES WB 0.02 HO¢(TL) 0.00 15 Na We BCDL 5.0 Catle FBC2014lI1P120D7 (MeDlx) Wegd:81 M FT-2D%F,11%E LUMBER. BRACING- TOPCHORD 2x1 SP No1(gM) TOPCHORO SWUural wPatl abeaMing tlircUN epDlieC w640oe pue6nn, erupt BOTDHORD 2x1 SP No.2(MI) end vsrlbla. WEBS 2xe SP Nb.2(iN1) BOTCHORD Rigid idling dlrMly applied or l o-0-0oc bracing. OTHERS 20 SP No.2(Bat) REACTIONS. All cawing.16-04. (IO)- Max Grav All rcacrions 260 In or less salamis)28.15,27,26.25.21,23,22,21,2019,18,17,16 FORCES. (Ib)-Mu.Comp./Max.Ten.-AAbmes25O(lb)orbasexcaplvAlen Mb . NOTES- 1)Allblemere1.5f1MT20 unMMOlberelbearing ed. 2)GebM o beim continuousithed! bonwne face or securely 3)Tore tobeblyebeadI Do one lace or eewreky Oreud against bleral movement(i.e.tlieponal web). E)Gabb 3Wtl33peeetl al l+0 oe. a)Recom a pnc shron IOUMs.o Neelf Member and 11x4 model west used in Nen trussia and design of ON X33. e)Recommend s lls M Meir bu er edge.r read ne 16y o er and laelanee to eeUr lrvsa Mln 3104(0.131'X 3')neM. Sirongbecka 10 be attached to w.INMMeb ouMr ends or rc3tmmea by aner mean.. ` AAAPulIl2nMp AYE El S. q MVA, ,,,V\G:'GENS'•. No 53681 =vi :it ?9 STATE OF .:UJ . T AAaSLS/ONM-Ep1kAAY MICIaN 5,Ma01d PE X0.53851 MRek US41nc.R.Cell 66M 69M Parke East BIM.Tampa R.=I0 Ba May 27,2016 AW..—Ie 1VreryeupnpvmMve n-torrNOR3eM1N3Yq MICLYOEYMrtef—rh CE no M assn dllb"b'BEFOFEWE. �' o.+p..noe r. ..�n Mrn eie�w..nrlenora tro eenp6..ee d c�w,.�,�oler.�n.w...na Is a, eame�P e.moomm.�m �1a3np amlprcrmun wrlN opd nol anpnymmrelonona nly, . e e gram e.wwl son-._m 'ItedrarM-nt leeekkq.Ilnew F ar. veb.na/wcma.aMx�so pR.Nn`malMemW.iYup°emw.enl Gcc�q M!Tek' 1cem �r,walo omvenlcxl...1 l ,ordt,n,.I lryuyma peCany aorape. name Im"enen°p o-11Zry.weeI—Pm ..U.Iwoo.ma MurwlemLwe ,aR al�gucI'Cmeau Of�l9 unae0ieevamp Cunovrem wP me FMgsm 0 .bnl.M�m.x.n.wuebb lo.„m,x Pmbwmeb.alex.l..sl.eetsr3le ala ab.olw�. a)I.. i;mp.'n ml0 ,bb Try rvx Type (NY PM Wines s ws0)v FW 13 TrvuMNlba'NW ComgMM.Fe NNNry.ON >LyDbC UsA gnsSIMUYgXInc MMry 13;;1C"Wgugu2 p2]Kx1vFe1%NJLa11VDEL@1ew�+O)X2]nV9XCVmFNI_iMP61]6]9GLM9t9EY2sCM1t 61-0 O s H' t.s'0-� � Sv -sm.) sv4 II 1W tY.s II 'Si II 40= sW4- LBN = 4N= 6 9 10 1 3 5 0 5 6 ) p 4 0 q e 6 v O R = ab= so = _ 3d0 ate :Ede II 1 - 4Etl 15: 3F1-0 12 20' 40.b LOADING IVNI 8PAQN0- 244 CSI. OEFL in (foci UZ 60 PLATES GRIP TCL. 40.0 PINe Gtlp OOL 1.00 TC 0.35 We F(Lq 4.1an 15 e999 Ld MT10 244/190 GRIP ]CDL 10.0 Lumber 1.00 BC O.YL VM(Tq 4.R 15 >BTT 240 BCLL 0.0 Rep SUees Ina VES M 0. HORQq 0.08 11 Na Na VhMM:91 Is FT=2]%F.11%E BCDL 50 Code FBC UTP2 (Matrix) LUMBER- BRACING. TOP CHORD WSPNo.281ab TOP CHORD StN.Mlwwd Mmthingdil.Clyapplledor6 mWNlm, esm% BOT CHORD 20 SP N..2(ft) end vertml5. Vim 2x4 SP No3(Np BOT CHORD Rigid coling tllrect3y applied or 10-0-0 oc bracing. REACTIONS. (gains) 18=99810+12,11A911N24 FORCES. (lb).Ass.ComplMax.Ten,-All forme 250(lb)or leu excopt raker shwm. TOP CHORD 23=142910,300=22941,45=-269101"-26116-7-269011),T4=22941],&9=142910 BOTCHORD 13.18.0150,16-17 019112,15.16rt258514.15=W69D,1314=12583.12-0]•11982,11-12=0135] WEBS &11=1201],2-18=12001,9-12=01191.2-1y-1861.&12�-8231,3-t]=4231,&13=1464,3-16=1464, ]-13-13000,416"301,7-14=1231390.NY-12139D NOTES- 1)Unbnl.oW Ibm live Iwde he"bem corwidwed ba met design. 2)All plates aro Bs4 MTN unless olhemNse honored. red. 3)Provide mechanical conwdlon Iby pmerp W Vum to bearing plate st lolrtg)11. 4)'SemFdgld Fiftworeaks troubling trials"Member end MAy model was used In Me analysis and design W the trial. 5)Recommend 2M6 Nrongbacks,wedge.sinned et 10.0.0 a Dandf.MonedtaeadlbsswM10d(O.l3l'X31nallS. SirongbeckstO %0% 44A PELISIaM N4N be atlewed to wells N Vmb Wier ends or restrained by dither means. N..........F,G�p i. No 53681 "P'•. STATE OF :1z,4y� �443�0NM-EbT•4 Mklael S.Ma01d PE 1].53681 MNek USA,Inc FLCat 6134 6904 Parke Eart Blvd.Tampa RM10 D.: May 27,2016 QersReews.wavd-rata nn—ru REAONOTEe OXPw.Sw INCtwEaxNIENNEEENENttMPEYF)els m.w asura5aVaNE we" vainersanN�irn wrEre�anne�rm.meeen �Mm•manlrh�ae,�eo 1. h— ewkw pd'Wmina�Oa+p�nr°o rMneleKrra a.1.b�nb'9de.ammbn1_11 a I�aabnl a _ nMwa., aa.,,a„en11.a�Ina ITek' eco aaaeon. alcng dIrl.,o1.11-,lbpro n.OPr MWwtlupew.allnu.had ila on mma oFr96wnlsiy+laonce rem�plr•e rabrkalbn��u.,Vee.1-1.archon aM bracFaelMwaM mMMlem.see YI mX1 YuuXy Gllnla.we-e5 era sort SUYIp CmmpeMrO aWrPNYe E�eNBM. vwnuft-a., "ode rmm)mppb"in,,siN lee3M1a1.real2,,u-nu.1A4]]II. JOE Trves ides Tyye Ory Pty TpmWt IbOSmN Fi FhsOYNr bar 'dds .11 TrvaWNaWYnp CmFeMF, YYMry.W 3 1'vei r19A16 YIteFlneuNW.NU MMry ZI ae_69_.9MIe Ppe1 1033W,_vFsIXWJbpUYDPU:oCla6aa60r1f23nYpllLVmFNI_MP013Ztq�l(96B9u2aCMQ! 6H �L19��=19 HH-1a �i =1x0.? 1.¢4 1.%. II 1.5,4 = Ye= .M= b.= ISM eY= aM= .9= eve Levi 1 3 4 6 9 7 e 0 �1lzi�4� u I� 19 is 17 w 13 14 13 11 PIYB Ms %Y l-IlEdoel.111:Edda&19 18&1-0 E N14,0&121 LOADING Ded) SPACING- 280 C91. DEFL. in Me "Nell LM PLATES GRIP TCLL 40.0 Plate Chip DOL 1.00 TC 0.75 VM(LL) A. 1518 17. 360 MTN 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vrd(TL) -0.4116-18 s485 240 BCLL Do Rep Sties.Inc, NO WB D" Hg2(TL) 0.08 11 We We SCDL 5.0 Code FBC2014r PI2D07 (MMI) Weight:96Ib FT-NI&F,11%E LUMBER- BRACING- TOPCHORD 2x4SPSS(9M) TOPCHORD 3Wdursl vied sheathing dli applied r 680 oc Wrins, exceed BOTOHORO 2x4SPSS(Ntl) end venKele WEBS 2x4 SP Ni BOT CHORD Rigid ceiling diredN applied or 1080 oc bracing. REACTIONS. inmost 20=114VD-&8.11=226N0.38 FORCES. Ibj-Mu.Comp.R9v.Ten.-N tierces 250(b)or b.......I'M1M shown. TOP CHORD 2-3=-1691rtl,3./=.12061,4-5=391W."-3916M.6-7=♦N&0,7-9J066N,6-9-2731/0 BOTCHORD 19-2NN1103,1&19=13840,1]-16=013916,1&17=13916,1516=04309,1415�IODO.13.14-0/4065,12-13=12066, 11.12=W059 WEBS 2.20-1'7J0,71,T-141-3041,b19411173.&19-111".S16b274.6-16=7911.419-11261,417=0406, &I6 4292&13-19151,9.13=11537,9-11-NN0 NOTES- 1)Unbalanced Mor live logo.have been we.d.r ul for his saes, 2)"Semirii pBMbreake Inoluding here"Member end f4dy model was used In the enalytls and design althis Was. 3)Recommend 2x6 sdrongbeUs,on edge,spaced at IDC-0 o,and entered to each toes with&10kl(0.131 X 31 ness. Strongbacks to beM.rnedb.113atbel ends erremremed Ev inner mran.. \\\\ PELIS. IM Fp4� 4)CAU2 " TION,Do node d ss backweNe. \\ IE LOAD CASE(S) Standard QN •'•••• A(lj 'i 17 Deed a Floor Dve(baenoee:Lumber Ininevi 1.00 Plate Inoreese=too � \GE N$*- •.•zO Unnmm I-Nda(PH) �` VM:11-m=141-6=100,&10-224No 53681 CancenVmed Loads 0b7 z A Ven:li 9=354 - }F 9 STAT: !idsT E 0F,-OF -.".5[Q/1-: 1 '4 MNMN S.Magid HE No MI MRM W0. no,FL Cert SgSl 69111 Parke Fsm BM.Tampa 893610 DR May 27,2016 pwq .VWEaaY9npn.ngnaWpEgY NOrtd ON rIw RXO MCLYOEO M?EN pEFEMNCEMPEi]Ia]m.a6D19M6 azFOREY6E D1119 I f�,ow enE Hlr M Nli cmmdm.ind,omen a bwM o*upon narnmeren rtonn,id bon lndl.dvol throng-mPmenl.ml ru erueum.Xm WIIJInOEerlpmrmw vMNlheo Icablllly deYO Pnrame ena gcpMy TcaTomre rFlxEnlpn lido Peawml redor eab01H one 1ill1 n lPr°m':e-1 �e:mnolpwJele eelnord InJjurYan-voi en -1 eumonco.wWmnaemm�enlbrw�e Mlek' Po'dpe.aelhrv.enen.natleaF9 of Eu¢zdM bmmrenv,xee I(1m owMY6xMq OSHameaCn au,alne eanPomm needs n1E.a01W. Y�:p NwmMen ovoabYrem Tuu vlul.nnxNe.xle N.lee sire el.aW1.32 Rnwµrrdsrn.vn xx31.. mw.FL 3ee1E wwJsa Twee rues Tpre DIY Fir ieilRl] I7w pe p]wr IS TrvrWN Alenp CwMwMe. MIM'Ey.W )A10rIq 19AIe MTW InOpNbb Ino Fn.',rra10JI MIa peel ID3300]A_yFe1XIYJbpUYDbLEzCIVU4tlmB13M1YrbOpMIUHVl9WEnYe sUDFaiOUzCM]9 D1-0 HI-M a I. Y6-1' 1,5-00 II 1.45 II 1.45 = Sm 1 p t0 ] a 6 0 7Oz!sn' J I B • l0 11 so So I� 3o Ifi 17 10 10 15 13 SE= ]v0= SM= asa= 1. Plata M X II 15018Etl 1 . 1 1 3:0.1-060.H LOADING(pd] SPACING- T-O-0 CSI. DEF,. M 41-15 lash ds. MTN GRIP TCL, 40.0 PMb Grip DOL 1,00 TO 0.59 VeNLL) -0.1310.15 eee9 980 MTZO 2441W TCUL 10.0 Lumber DOL 1.00 BC 0.80 Van(7L) -0.211415 >945 240 $CLL 0.0 Rep Sam Ina NO M 0.27 Horz(TL) CO5 12 Na ala SCOL Cod.FSCNI,UTP@007 (MMM) Weight 10311, F7.20%F,11 ME LUMBER. BBACING- TOPCHORD 2x4SPN-.2(Bd) TOPCHORD Slmdurelwwd sbeedrinp dlrellty epplled ar822wpuNMa, except BOT CHORD 2x4SPNo.2(M) and yaNcds. WEBS 2X4 SP No 2(W) BOTCHORD Wild ceiling direct,applied or 6A0 oc handing. REACTIONS. (IGSIze) 12-83800-2-0,19+1840.00-SB Mev Gray 12.845(LC 4),1 W W LC 1) FORGES. (Ib)-Max.C-mp./Max.Ten.-All torus 250(Ibl also exwptwben Mown. TOP CHORD 20.21=6040,1-T1=60300,2.23•01407,3-23 07,54-872/230.45=1844/0, SB--23751D.6-7-237500.74-23750,8A 210300,S-0-132M BOTCHDRD 19-20-7076.18-19-455R4L P-18-28/1481,16-17.012190,iS16�2375, I&I5W 340,10.1~835,12-1307dW WEBS 2-19--83M00 20.0952,10.12-112600,3-19-124410,1013.01789,318=01918, 9-13--753/0,4-18-9164.9.14= 97,417.01547,8-14=35310,5-17-52&D. 515--0021390,5-16-12/520,0.18425600 NOTES- 1)Unbalancedib-rlwetratla has been considered lathIs design. , LLL IS,// /I 2)All pare pates a3x4 W20 unless adrenal lndlraed. O /// 3)PmvidemelhaniwlwnnWion(byoeM)WWeetobmdngpldaal)oiM(»12 .0 \ ` ly // 4)-SamAgid pitabreaks Including11aeli'Member nd Mwa lly model s used In Me analysis and dentin&Mi.mea. C, G`, 5)Rewmmmdb 6Mmngbecks,onadge,spawda110-0.O wandladenWt-ea&VusswMN iOd(o.13l'X3")nails. SlMngbacksto `��1,;•��GENgF.,•iQ �. be WMGIad to leis at theIr outer ends or Mdrained by other means. ' M CAUTION,Do not a red We baMaNs. Y� No 63661 ~: LOAD CASE(6) Standard *2 '• 1)Dead+Floor UM,(balanci Lumber Increase-1 CO Plata Increase=1.00 UnXarm Load.(pIN Ven:12-20=10,1-23=224,11-23-100 :A••• STATE SOF Can., Wed Loads(M) iO,O• •c P• Ven:1=464 •///�SSyONAIE?�``?• Mlcbael S.Mdgld PE N-.53681 Mllek M.Inc.R Cert 6634 69N Parks Ead BIM.Tampa R=10 No, May 27,2016 QW.1q.1Na.W'Xy NYp-pmwMmeMRl10 NOTES PV7WEIN-IMCLWw MIEx M29FNCEpI-h=,M -baw S6EE nen begpn mild I. .'eTepcmrndm th'bevpnabouW ONy span pargmeren,M.m,sash LWMtlugl mkden Le nlolMowra a Mrs Mrmm. urs •bWtlFp dmlprcemue wMy Pe opplkoblfnyol .'ed. onrameRnaN µrvt/Inc we Ipni 1 DWI bwdlildl l s-,mgiMkmeabl0emnr—C gnrinelrltluellrvrrvmhgnalarmeNmembaom. dfat—lMmpmwenbpem mlbmc MOW b gMgxnqubtlrvtloblty mtllopewnl ctlkpe Mlh pmddepewnellnluryentl propwry Oomoge.fage,.ernl WlEance rgpNingrNe SeNryrnbnimalkneawebbb M1om Tmu%NFJiNla r110 N.1e Ilroet T ]olre]¢Alma�d.,V-2pMal./OXMC Mcrae entl m]MUIEIp CampaneM ara.I IMW. JaD Tws Trvu Type OIY P TOP]ata 16ptl]Y F1 Floor 10 TmwasneagrycwnOonaME. MMny,fY 1.YpaMr19IDI0M1TeXIMJaIMI In[FO My9 as so.1.16 Pea.I IO DpA_vFEt%'lYJIRMYCOL@C1aM1CBmB13M1YmOgrlQiaNVaB9/CTT OUDF.[O=MdS Otd H 1d0 1aU ores-135.0 LSN II L6N = aM= 1.5N II I.W II 2 4 0 ]lz7s;ZN 0 B 0 y 9 1] 16 14 tl 12 11 49= ser 1,5ry 1 ?]-0 Plate StNs Y 1.Edna Ol 16 N141Zdal %4 I1SEd 1 LOADING(pt0 SPACING- 2-00 C$LOEFL. In glop Been I/d PLATES GRIP TCLL 40.0 Pleb Gm,DOL 1.00 TC on Van(LL) -0.W 1-13 =999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Wall -0.12 12-13 >999 240 BCLL 0A Rep Sbass Ina NO W15 0.30 Hor2(iL) 0.02 10 No nla SCOL 5.0 Coca FBC2014rTPI20D7 (MNN) Vvinht 83M FT=20%F,11%E LUMBER- BRACING. TOP CHORD 2s45PNo.2pbt) TOPCHORD Structural wood sheathing directly appked or 669 ac eight, except BOTCHORD 1H 6p No3(DWl and vMiult. WEBS 205P No.2(Np BOTCHORD Rigid wiling dieclry applied or El oc bracing. REACTIONS. gbispel 10.6260-M.16=15T6rThSe Mae Grev 10.63gLC q,16=1571 t) FORCES (1b)-Max.Comp./Mar Ten.-All forces 250(to)or Was erupt wren shown. TOP CHORD 9-16=fi685.1.18=86]/0,2d•M79,614611356.45=1255ro,66•-II555, 6]=128110.75=90110 BOTCHORD 1691051644L1; 17=7] .110.15•-1)W924,1614=011255,12.13=W1255, 11-12b/12D,1611=31555 WEBS -18•dl]ro,2-1)•011050.610-8040,316m1@35,611•W515.315=01601. ]-1Y-485N,H5=69]N.h14=0532.S1H-26]ro NOTES. 1)Unbalanced floor hire loads nave been considered for He design. 2)All plates era 3s4 MT20 unleea olheradae Indicated. al Recommend 0x8 s mnge.cbnon edge,spel at ber 1600 oc.ndfastened to each trussHs and W(0.1811 x Mo.. )snails. swngbaaka to ,`aeGaPE�FS.pMgG be anached to write at Taw oNx ends or restrained by other means. 5)CAUTION,Oe not eacttruss backwards. �`�:�,ACENSF••,�O �w LOAD OASES) Stmdard NO 53681 1)Dead+Floor Live(balanced):Lumber Inaeasa=190 Plate maeaea•1.o0 +} :•y Untiorm Loads(Pit) - van :10 l]=fB 1.9•-100 ConcentratedConcentrated S Concentrated Low.(Ib) van:1=602 :9--. STATE OF f�Ll O In 11118, 111 Michaels.Mand R%.53881 Mitek USA,Inc.FL Con 6534 6901 Porky Eect BIM.Tampa 8.93610 DO: May 27,2016 01v4RNINo.VNywinwo -sneFEIOHOrte oNnNSNMactudeo WrarsaEFEFE" Aamisse.-.Ionews" EFaRE 11SE. oeo'g,,,e,,no�pwln uveXam�ne.doo Tin, tlmoeasbaee e„v�ooaoaromerAr rbb�.�.ane err rcn,d imi,oblaalnP=emv�em.�I .Ine ballemc dar�enerm�a K,uv me opPNoeury �varome enam Pwem -morcre ma area lmorneo�rau ea mr;loeiiH aednroP=VaM Nar�o'w"tlllm:c: a, i%ne/aa "wrmxawwtMo e"rep°bX°p°'I'�"'°br«np M178k- I all'e o9 ereeui^' eamwM^anloone erocln olMvaf oM nw mrwrs,see A011film CnilyChea:U]ealail ecu tuWlnp CemPenerd aWPareFMIM. 1eM"nierm en ovoAb.re .n1o.ke IW1e.98N,.e saa1.5ulh]I2awu tlM. ]I4. ....1.10 Jm Trvas Trvnirp• ON PN e00 160e0]60 Fe FYv 1• 1 TrvnMM gods,WrNanM. ackepeF ).MLeIp IaA16 NIie4lnI.NMe, FnY ]]OB SY:L1A10 PyN IOZ3Vz/LvFe1XWJbpUY061JLC 3D90D4JJ9wFSov$V40RkMU.1 15VdSnFy CMdR 0.40 o- H1^ ux.z 1sW 11 1.5x4 n 1.00= Asa- 4W= 1.60= 1 2 0 4 s e T e G 10 44 I �4 2p 19 1e 17 le 11 14 13 II 11 sed 4W= 160 1.SW vat ba= Plata 1.Edge 0 l 21 IS 12Ed a 210.1 :0.12&612 LOADING(psh SPACING- 222 C51. DEFL. A (d0, WAS 1/d PLATES GRIP TCLL 40.0 Photo Shp DOL 1.00 TC 0.85 Ved(LL) -0.27 15-16 x884 360 MRO WIN TCDL 10.0 Wmbv DOL 1.M BC 0.83 Vart(TL) 2.421516 =564 210 BOLL 0.0 Rep$tres&Inv YES M 031 HkrdTL) 0.08 11 We We BCDL 5.0 Coo FBC201WTP12M7 (Matrix) Wegh1:1081E FT•20XF,11%E LUMBER- BRACING- TOPCHORD2WSPNk.2BMl) TOPOHORD Structural woos sheathing directly applied or 5&9 be purlins, Accept BOTCHORD 2x4$P NcAB1e1) and vertical!. WEBS 20 SP No.2(Bat) BOTCHORD RIBM calling dire 1N applied or 2Q-0 oc braving. REACTIONS. (Este) 2o-1W1W-8.11.1071022.8 FORCES. Bbd Max.Comp.Max.Ton.-Altoreas 250 UP)or use except wren shown. TOP CHORD 7-8=2942/0, &6•-1T5TN BOTCHORD I9,20=W1024,1&19012405,1]-18=03397.16.17=W3824,1&16- rr!tl 14-15=03824. 1114=0Y1397,12-13.02465,11-12=011024 WEB$ 9-I I=144&0,2.2 0-1 4 4 810,9-12.01090,2-19=01090.8-12-1052]0,519-105M. &13b1A13,3.18=0902.P13-9160,4-10.870.0,7-14 1442.4.17 1442, 514.558nB,517-55808 NOTES- 1)Unbalanced hoar live Ikeda have been considered for this colon. 2)AI plates are 3x4 MT20 unless otherwtee Indicated. pill l!Ipp 3)Fronde mevanlul connection(by Whets)of truss to beating plate at)kirchk 20,11. \,•\ IIa4 4)r'Semi-rigid pllmMeaks including traela'Member and Boy model was used in the analysts and design of Vis Wes. \\ NP,eL S. ]fq Qui 5)Remend 2x6 strongbks,on edge,spaced at 1660 kc and fastened to each trues vMh 3-100(0.131"X 3")nape. Stmogbacks to mm ¢ ,\\ Q (j be w amea to ealMs their outer ends or mattered by other means. `\ �.��GENSF., Y*: No 63661 STATE OF O . What S.Mind PE 110.53601 MDek USA,Inc TL Girt 6634 6904 Parke Ent Blvd.Tome FL M610 mm: May 27,2016 AWA .V.XyeWpn PN.^�M•v,naFF-1k NkrEl glilPeAW INCLWEk YrtF XFEREXCa MOE/i)I]]m.laeN0ll XFOKUSE �r' NOlcr oM/NP Wreb-rrvcrw.TA eeLLT 6 b-d IN upon pmamelm erw.n.oM 4 bon Nervauol b,Mw corrove,tnnl ` m.metre me.he bu]eb°dePPlo.reun Park the arpu-bmta If sewn c-oly lan one pmo de bcoryvore de,dvAl It'rhe n.e,na °` did` bompindcm.eeln v.v.m bunaw ormawa"nn,un",.o"ne]","wa merro.no I�tbbrrppu.,rpk-m-ona pern,nr.nr eraar° MITek' be emq ei`ryeulreata noGrvvmern prevem calePream pnnmbp.ncnul ryuyuna ProPnry anminryp.. peenr<r�Puff.r.-Porabarlw i Myikmw �°`e�elbel 'rwmrrvi.Nate lnnlN°e.lzieN.lee Neel s�lihvz:nieces Iv°u931i adsellmra lest•urame eumPonaM Ins",Nil, Job Tui rrvu type Gry Ply m n le-0eWN FB FW ] TuuMMPUMnp fupvwyl xlnry,aP )&O.te,1 B Ali,.......moss.Inu Fn my offal on.Psh, 10231trA_vFslX JbpOYDbLazC]W43D90D4JJ9 FSa VIM UMsMW Sv Fy CMER o-1s H s i sule=1'.26..1 tau II Ls.a II 1.= and= tsu II au= 15u II 1 2 a a s is > e 9 10 �e I� 17 1a 1s 14 1. 12 3f= 4= 3W- zs W a xs3 .sioo PNIe OHMS IX VF 114Eae 6 121 fl4 0.14EEae1 1150.1-0 EEoe1 119'D-1-8 0-0-121 LOADING(pan SPACING- 20-0 OSI. OEFL. In (kc) Wena Ud PLATES GRIP Tea 00.0 Plate Grip DOL 1.00 TO 0.54 Ved(LL) 4.13 15 on 360 MT2a 2"I W TODL 10.0 Lumber DOL 1.00 Be 0.70 Ved(TL) -0.20 15 :941 210 BOLL D0 Rep Shim. mc YES WS 0.20 Horz(1L) 0.05 11 We We SCDL 5.0 Cade FBC2014fTP1200r (Mitis) Weiile 891b FT=20%F,ll%E LUMBER. BRACING. TOPCHORD 2x4SPNo.2pl TOPCHORD SWCMml mood shamming direatlp implied I,6 be pudlms, eaePl BOTCHORD 2x4 SP No.2pah eM medicals. WEBS 2.4 SP No.2(Mp BOTCHORD Rigid wiling directly applied Or 100.0 oc bracing. REACTIONS. (INelae) 11.8411&15,iBMr5N2-0 FORCES. (Ibl-Mv.CamplMa[.Ten.-Rll larcu 250(Ml colica except Mlen Morn. TOPCHORD 2.3•-1355N,I -22MM."-255M,BS•-2MM,&7-2558N.7-0=2194N,8-9=1358ro BOTCHORD 17-18 827,1&17•N1918,1&16-=477,14-f YW2558,13-101G12469,12-13=0]1897.11-12=M95 WEBS &11=1151M.2-18=HBBN,&12•NSb,2-t]•N439,8-12•-SO1N,117=-791/0.8-13=W042.116=W433. 7-13-409)0 4-16--499N.7-00=-1241341,4.15•-13&330 NOTES- 1)Unbalanced ODor live loads ham been tonaklwed Iw this design. 2)All plates are 3m MT20 unless omelwlee Indicated. 3)Point mechanical cellneldiwl(by omen)of muse to bearing plate a1 Johms)1S. 4)"Semi+igal p eldinakt including heels"Member and Pithy model was used in 0e analysis and design of this tmw. 5)Recommend 26strongbaces.00 edge,sucudatIM-0 cc and fastened to each Wes wimp 3-106(0.131'X 3')nail,. Slmn9Mcksmo ILIIlapBg MCMCM6b e) ellvaltMir ouawreslrelned by alner means. LS\, Idy wurlorv.oo net gnat Mckam We. ckweM.. AAAAL�PEL•S. N:'�� ENSF•�gai1AA G ; G � � '•�O�� No 53681 '9 STATE OF .4UG/� 'iQTA �•. .4 opt alp SiS;ONA, MMa6 S.Matta PE W.53651 MRek USA.led R Con 6531 6904 Parke W BIM.Tampa R.=10 Dat: May 27 2016 Qmwxln-r-im,-n,.,.1.r..la RFAn xdraaOn cload wuwao rraxwdh-I'oe.1.]m,...savnonaaFon use alai, niam Bills vtmwiewcomecrmma a tp comicality dPammm..nwn aneturan een.ewl eulemv=a anent.her �` ownweem.a.Im uw,IFa EUMlro aepnermJnverYYrn.nePreolinofedpiPwaearenold P� Aeallm eierne asap,acme o.xar wMlroa.m,. �ru1,aPolmhroweve,le�aaroalneMe�InN....bam]Oronoreiameen „� nap.ma,e,le„=.p MITek' boMVTreauee lu.Mdary a,a lu Pieve,lcdo{m WMpeMk pnordlryuymaPmPeM evrepe. me{Ia,alrp me Ssbmmelmibh nems tlelvi..lwrvtilei, ule.l]le x.twshe.a smullleii]�nbvnl.M AauY1e]Heauae Oa,d9 aM ecsl,Wa'ne eeme<,.,I ecoG...1.N *arp.R 30alo a r Joe Tni Ma.type Gn Pry mmn 16K0I& Flo Fkw OuppNE Wde 1 TrvuMen9WIEnp ConSawxA, wwq.OL >se,;MFIBIDIBMrteklnauabwe.lnu Fn Ney9W:66]]]...Ppei b 29W rFs1%T'JbpUYCLazCl !rQGLN9AUAg-11pIXDi1JMMpM.I—Ik1DftVCMUW a-b-esse 1 ] ] / 6 0 r 0 8 10 11 11 D 11 10 10 .1$ u at M 2. 2e n as a N 25 2a ]1 Se 1P 1e Ir aw= 10 na 161 Plate Diffeents XYt- 13161-0E1 0 121 M:0.1-0 LOADING lal1 SPA(hNG- 2-0 CSI. DEFL. In (bc) well Ul 'LATE- GRIP TOLL 40.0 PIM Grip DOL i 0w Tc O.W Vat LL) n'A - MR 888 i2441 W TCDL 10.0 Lumber DOL 1.00 BC 0.01 VW:TL) We Ne 888 BCLL 0.0 Rep Stress Ina YES WB 0.02 HaDTI-) 0.00 17 We No BCDL 5D Code FBC2014?Pl2M7 (MMaa) Weight:9416 FT=2MkF,11 1`41E LUMBER- SMCING. TOP CHORD 2a4 SP No.2(0e0 TOP CHORD Studurel anal sheathing direclry applied or 849 so WNns. erupt BOT CHORD 2x4 SP Wallet) end venlule. WEBS 2n SP No.2Ina9 BOTCHORO Rigid ailing aired!,applied or 100.0 oc bradng. OTHERS 474 SP No.2(0M) REACTIONS. Al arngs WM. (S)- M.Gm APradians25011puInastpling32,17.31,30,29,28,27,29,25,24.23,22.21,20,19, 18 FORCES. (Ib)-Mn.Cwnp.IMer.Ta.-Alllartn 250llbl or len elttepiwhen SM1oxn. NOTES- 11Allblele5art1,5x4MTIDuooft ammli"id,,. 2I Gab roguire5 c0 eafthe a banon CION or secu. 3)Tras Gab%tob0 Wily.it 01tl 1)a one feu or aeaureN breva ageing Mlmlmovement(Le,tllaonalwa). 4)Gab%aluda epecee M 1+0 oc. 5)"BemLngitl pnUbreakO lnGuling M1eeb"Member end Pony..and was used in Nee mss and align dt11- Waa. 8)becommed 12x6 their ower ends areal e110-0-0 other me fastened b adI Irv55 vrilh}10l(0.131'X 3')neN. Sirongbecka to be enacM1el ID walla el0eir outer ends of realreinel by ulnar mean.. ,e1a53PEL ISJF4gr 114, Z he ' No 53681 - • STATE F •r��, t• F ""O' NA1��,45'• 10 Noted S.M,ld PE Np.5M61 MT&USG,Ins.PL Ga a 6801 Paha Sad Who.Tempe R.=10 Oat: May 27,2016 �YpnMa.Srxl.wnpv..w..wxoxore,ox rMsvxo rxaupaawrax nFaaxa vnaa i was roru�Ny xan velem Cme.elur.Il.r mrneuee.ee vey�voe varamereR mo+m.eeehlw o' aMe�m O�iN�Eum� El.not a mrervrwm. . g.me bmdeP tlgM•ermgLemy me ovvleebllhvommo.Pa�mek.e.e vent�'� �e h In•. or:ral is al emq,l afw M,pe wdto ..+el wckaporinelaaemrmrrwenaobror maemoaIoee�. in ulrturomr/um enrromllaeeLP MITek' raMaYrm a nNmalOgewnlr:akpe Mln wrubkou+onal"IT I'd pgseM tlarmF, p�tlance m6va Ina Ilobncmibn.ri wEtllrorY.ere=fion atlbxwa 0l wagons lnu rSal;mi tee µsI/MIV4WeMyGMM.US�BInnO KSl wast'eumeon.r] faNryn rm en avoibbk hem TmuPleb w11b1e.210 N.Lee Slrcet me]l I. kmnMe. YB . M. Ta,11 .1a kb Trveswe am Type Reel OIY PIV en +&sorsa Fn + TanMN dullep cop—ma. MMver Q1 4 7MUlWlaAle MliGKIM ke Ne MMvesherasaaw Ppe1 Io:33W/LVFe1%T'ApUYOMGzCIWaI eL1pFw0peBeaGEeE3NMtyFxmMlMHDPBz<6MV 6Fe MMee H to 1&. II +.Us II 1.SM= aG= Leis II 1.51011 a.= 1.5"= i 2 3 4 6 e ]a pI4q 1] to tb tI 19 12 gee= As 410PlusteOpso = Sve= 6f O8 OXV IlEdae0.0.121 1140-1-SEdede d 3 0:0.14 0613 LOADING(,so 3P4CIN0- 2-09 CSI. DEFL. In tMq odell Lid PLATES OWP TOLL 40.0 Plate GOp DOL 1.Go TC U.3B Verdi -0.1514-15 �gdg 380 MT20 244`190 TCOL 10.0 Lumbef DOL 1.00 Be o.]5 Veli(RI -0.23 15 X850 340 BCLL 0.0Rep$IfeM Ina YES 54B 015 HorE(iLt 0.06 11 Ne Ne BCDL 5.0 Coda FBC201MPI20W (Matrto Weight:92 lb FT=20%F,11%E LUMBER- BRACING. TOPCHORO WSP No.201,M) TOPCHORD Sbucturel wood OpeMing dimly escaped x&0.0 be pudns, Audit BOT CHORD ad SP Np1(RM) dad viefiess. WEBS 3x4SPNo.2(M0 BOTCHORD Rigid calling directly applied or 1060 oc bracing. REACTIONS. (Iby¢a) 18=90810.412.11=9p81NM FORCES. pbt-MA.CMnpJMax.Tan.-Mlforcea 250(R)orlessexcepte0en grown. TOPCHORD 2.3w-144910,34-333310,4-5=2]4910,"-274M.&]-2]4910,74=23339,11-91 BOT CHORD 1]-18=01a001& ] 102012,1&18=012631,1415=&2]49,1}1 4012831,12-13Mrz012,11-12=0360 WEBS &11-121510,2.18-12159,9-12.018]5.2-1]=WB]5.8-12-8]]10,3.17,183]9,&1 YW4]],Si fi--014]]. 7-13— W0,4.16aH439,7-14-11&418,105=11&418 NOTES. 1)Unbalanced floor live loads have been considered lwthis design. 2)All plates ve 3.4 MT20 unless pthtmeiN indicated. 3)"SamHIgM FXgrbreaks including beeli'Member end fri ty model was used In the anatyaia and design ofiBN Wee. 4)Recommend 2X6 Mrengbacks,on edge,spaced M 10-0-0 od add testened to each tmss wilb 3-10d(0.131-A 3•)nails. Shongbacka to be attached to walls at their outer ends or restrained by other means. 4a3g11a 1Il ylhyg ��44�GNP"O'4�'E N•"��Ci W4i No 53681 Yt; is - s �9i STATE DF f4y� F Michael S.MegM PE No Meat MMk USA.Ind.FL CM 0834 6904 Palled East Byd.Tampa F.Ml Deft: May 27,2016 QW4FWNBVuayeWWprunnmena RERa XOIEF pNTea IMaMCLUpFO MEa REfflNNCEP4aE..him. .sen.d. ongn vasa lar—ovN uvm...con setas."hens x saw Ary—pwmaten No.m.-be tm nn.alwua eNalve<o1-11.—1 t rvnem mtana..,mmmmmRaengne,mNnr,lly tn.app3mm31v Manlgn pons-van iso aol>aty rcwc—le ma dnyn Ala maa.nar n,lbordonbn.=1,dmeratw e m P,e.en1 eU<kwMln p elwaal onhim or,� durwhe temamorr aw pe,nanem l.aan9 MiTBk' bal.mv.�ea�ew lo,naelrly aw tava�eM<oaapre.-mn pn�wle penana lntrvanaw��ayUal1emenn.ap.. >alaaaazatecnmvre m. SvMwmaXxeovdkdeammtw PhbbinSltluMlel]IaN.tr SM1eelmSutXe 913�Ak.anpb�V1I.9CMMa.blaJaaM aL3l euMnpLmmpanrl wbBM. Job Trues Trull Fly mlleae leap", Flx huSupWMaOWe TrveeMaaaWlEny ComponeML aYWry4R I -- -- urt.e.- F" x)pin'T3ma Pvael p'.MFsA VPMX7YJbp6YDprozCMal BZal pFwQ,oa GExE2VManFWML=HGpRaOMW WI° °91e ScW-I:A.9 act= 1 2 a e 5 fi 7 s 8 10 11 12 13 A MIW 28 v A 26 xe A x3 31 A 1a 1a 17 n IS the= Y = 9N= tae PMe x :0.1-0 28:0-1 1 2661 LOADING ped) SPACING- 2-02 CSI. DEFL In (lop) Ileal LM PLATES GRIP TCLL 40.0 Plan GMP DOL 1.00 TC DOB Val Na - we 998 MT20 2444190 TCOL 10.0 Lumber DOL 1.00 Sc 0.01 VYbTL) W. - Na 899 BCLL 0.0 Rep St...loon YES M 0.02 Horz(Ty 0.00 15 We We Weigh.81 to FT=20%F,11%E BCDL 50 Code FSCNI4PrPI2007 (MeW) LUMBER. SPACING, TOPCHORD2x4SPNo.2g1M) TOP CHORD Sbuaulal wood sheathing deeMty applied orb O do Pullns, eapeet BOT CHORD 20 SP Np.2nla0 Ono MMiuN. WEBS 20 SP No.2(bst) BOT CHORD Rigid wiling dini applied or 10.60 oc bradng. OTHERS 2x4 SP N..2(ft) REACTIONS. AAbeannga16-102. (n)- Mau Gras All reaolione 2501E or lase stpings)28.15,27,26,25.24,23 22.21.20.18,18.17.16 FORCES. (lb)-Mm.Comp.Nem.Ten.-AlifOro $250(le)orlmsmceptwhensh.. NOTES- 1)All plates arc 1.5x4 MT20 unless premises inolcNed. 2)Gable mount.owdlnuoua Ismsm Uortl beading. 0)Truss to be fully snesmetl from one lace or mcuraly blood against nlenl movement(i.e.diagonal wmb). 41 Gable studs apiou d M 130 W, 5)"Samurgto pd Monsalks in Wbing heels"Member end fixity model win u$ad In the on."is and tlesign Mmis Was. 6)Reeommmd 2M6 strong same,on edge,Spaced al 1ll oc and banned to each truss oft,3-1N(0.131'X T)nails. Strong backs to be all ad to walla At their outer ands or restrained by other means, asyaaal l l l passe ,Is ��G?ti`G E N•FAC�p ey `- - No 53681 6 SA :•+ = '9••. STATE /OF U .�W, 5X".,,c % P. ? �A4.as�0 N ALOR I "fil , Wheat S.Media FE No.53601 MIRs USA,Inc.R Can 0834 6906 Pace East Sled.Tampa R.M610 Data May 27,2016 Aw'estimate. n.nMesend,w.eme�y.ea^:�inIMraOMeLb.msnmaPryeemerWnlnetllMmemxvbea,,elkR^hem�amsuoillrevesarllyx lnnor MlpwMD pl aWKbmvLWwewlEep MWlvInEkPnxaxewamaseeMlmoexn em,o.E,.baeEnx,mne lWlorar.^a7nMItl,xitlMannYlmenvmem„xlalleeeemoluwpulaarsarinaeMn�l=aee nnmtlpynoLa�eme an unrea nmmn.d-or6 tlmMm . pmmere 1exA-meauorswp... --ho.yormorXvmnoln.Vbeeenrvli aeanv MiTek'' aenmve.re,ven.elv„Noece,.oe,ar,v me priw�lmn?lompe.tle4ery.eredlm ontl mocMp ollv�n mtllw�rytlem.lee Wlell Oueay CMMe.eLLaa endeRIOUWInp Campenvnl aWe PMU E.YaM. aeM1rylnlo,manen available nmmlrvu PMlelnslXme.31a N.Lee Slmel,SWb913 LMm✓w.Me ZCi 10. vmW.FL Meta Jeb Tra iu»Type Ory Ply nl eo lsosme4 n FLoaR 1 Z TuvNnIBYNaCmmrynes, a..,,OA 'eep"'nud'.MITeelrass ,xe.Fa MayZ03s6A13%B pan, ID'13N]I slXWI MbLbzCrsb-0Fx%cZ5v46 yllyJeXPGoIWGgT1VDii20pVMxCMW 4d-15 8-b1 IYB4 4d-15 4-0J qJ � Suharz4p 3w II 3m= 4m= av4 II t 2 a 1. i 4 17 7y _ a m= mu m= e w-is �]a LOADING(p.0 SPACING 2-0.0 C84 DEFL. In (loR Well UE PLATES GRIP TCLL 40.0 PIMA G1DOL 1.00 TC 0]] Ven(LL) -0.07 17 •999 360 MT20 2441190 TCDL 1D.0 Lumber DOL 100 BC 0.59 Vel(TLI -0.12 Y7 •999 240 BCLL D.0 Rep Slna Inc, NO WB 04S Hori 0.03 5 We We BCDL 5.D Coe FBC2014?PI2007 (Ismild Weigh:1671b FT=20% LUMBER. BRACING. TOP CHORD 2x4SPNcA ToPCHORD SWdural mod sheeMin9 EireclN applied or 5bA cc arl except BOTCHORD 2x6SPNp3 and vencelS. mels 2x4 SP Np3 BOTCHORD Rides celM9 dirMly applied or 10A0 cc bracing. REACTIONS. (lbblze) S•9o10.'0-Y8,5=3014IDS0 FORCES. glen-Max.Cpmp./Mer.Ten.-AIIbras 250(lb)aloes erceptwhen shown. TOPCHORD 1-0—t007N,3-0W3190,4104315N.110=♦215ro,45=895/0 BOTCHORD 7-0•N4215,6-]-01420,S6WI420D WEBS 2=979),35.448910 NOTES- 1)2-ply truss to be connected toaster each IOn(0.111'%')nails as rolliaes Top ch..connected eS tallows'.2x4-1 mry M 0.9-00. Sodom chorda connaced as I011owe:2.6-2 rows Priberetl at 0.94 Od. Webs connected as Milwva.2x4-1 mx n 0-a00c. 2)All loads are considered equally applied to all plies,except 6nWed as fart(F)or back(B)Nice In to LOAD CASE(S)section.Ply t0 ply nnemions hew bean proveed to distribute only load.noted as(F)or(B),unless 09rimise indiceted. 3)'Sembrgld pitcM1beeks NCludIng Fete'Meadow and fixity most wee used in to ana"is and design Mtb true.. 4)be enached to ri ails at Meir oaten enedge, s orprestrained by other meaneatenedbeacM1 imsa bilM1 3.104(0.131'X3')nalle. 5imnabeCkab NPeL'S ea �ejA LOAD CASE(S) standard G•�,�G 1)Dead+Floor Llve(balanced):wmar twese=1.00.Plate lnmase.1,M Unnorm Loads al0 No 53661 G Vert:410=451,5-0-10 c°namrate Loads(ls) van:1.4514-454 �'O:/ / '..,• ;s: Trepe2 eu°ads am(ptn V9p/ STATE vet:o (-10- C-J5 9=451,11-104.-224 OF AA4Sg'ONA;RC1%%% Mich S.MaOM RENaftaliN Mlfek USA,Inc.FL Go"Sall 6901 Pat sen BIW.Tampa ft S%10 Dm: May 27,2016 Q wuMxe-v.ny mP�P..mn...,ew4oxbree ax rMexxoenvoeo Mrex Rasaaaxcar4oa.w]na,...esuan.eaFaxe wa. Deaexrollero.,e.«xrviemeoxp«rod lxae.�ie.�ab.�ee oerv.o••vem•b,��l�.m..,e rd.,.i,ai.a.mbwlr.o=e,nPe..em.,,.l u Fuvmre,n Berm u., ,eat de+Grw nIaUew.rlaenea9Pbtioap..ONaavaoNyevmeeealobenonebrewermmI°m„oa..rreMaameu.,w celrl uvmrlYemI.ar .mffIIm//l1etltllrenowudnelYpGeMMaaNFOdM.Wi+eeenreeu.CeR.ruaM„lry Cemepmerenee p eW4ITB%k.lin°grr. 11i1.1mrx°itl " w�qnrwqI «ewcoui noondn' em "r rru,.— ee"Pee .'rPase•s s BA. Sbn .s- Temp.FM1 Jy Tun T..Type Oiy FN R11lWt 1a4E0i& THOHIp 3 t wWN Bubq-ahna 4a NWry,W x.n0,%pr 1a A18MRRInBUXrM,IZ MMµZIG:eU'.Ai Mte Pp,1 N:W%xA_rFa1%T'JM.IYDOLaxgNDFn%cZ5nIS263VU038%FGe1YCIXi1%gnISOpVMZLMtlO y 1411 14 160 18I RL13 q y®c u.a n seas=tui aw F2 5 m 1604 0 s 2 tb c -t t O fi i 11 12 a 3M= 9W= a4 1E= 9100 LOAgNG(pall 6PACINO- 2-D-0 081. DEFL In (b0) um tM RATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC D.O VeN(LL) 41.42 88 5558 240 MT20 241I1B0 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vetl(TLl -0.70 6-8 5333 180 BCIL 0.0 ' Rap She. lna Yf5 WB 0.37 Hann) 0.02 a Na Na Weghi:1051b FT-20% BCDL 00 L FBC 1/iP3 ] ( ) LUMBER- BMCING- TOPCHORD 2x4 SP N0.2 TOPCHORD Vu .lwoea MWht gdimc*applleaor4610oc Wmne, except BOTCHORD 2a4SPN0.2' eapY edvMkela. 1-7:2z4 SP 140.1 BOTCHORD Rohe,119diredNappliee or 0810wbndng. WEBS 2x4 SP Not NESS IRaw Mmldpl 54,44 Mie:rowmmenas the Sablluan and roqulred crass bradn0 be Inatelktl aurin9 Wee eradiw,Fr acwNanw edit Stabilizer nate l REACTIONS. (INsW 5.7251024,1=72Em-2-8 Mex Hm HQSSLC 12) Max UDIMS -244(LC 12),1-129(LL 12) Max Gm6=814(LC 17),1,749(LC 17) FORCES. (Ib)-Max.CompJMax.Ten.-All faces 250(M)er tan except when shown. TOP CHORD 1.9 -117=D5,e-10=-10559=.2-10-1043035,24>100]R9I,34--92=19 BOTCHORD 14=58311o74,)4-2301354,7-II -230984,11-12-2313984,412-23D984 WEBS 24=aa01409,48=-255940,"6 68410.12 NOTES1 ASCE 7-10;WK=130mph(Bnwnd flue)VW-101 mph:TCDLM 2pd,BCDL=6.O Exppe;h=2511;B-7611;L=5I5;eeveMifl:CM.II; ``esO ELLS 119s a4,, R End.,GCpi=0.18;MWFRS(tlirodbnM)ens C-L F%larlorl3)Dti 1D SSt,Inlari0r(1154L1 to 14-it-0.EMedprl2)1411-0b `p GaP . p 148>zane:GCla members malorwsd MNiR3for readiwa eM1oxnl Wmbtt DOL=1.60 plele 9riP OOL=1.60 ,��. �,....,p E NgF., icy 3)-Me]. he.been he.Man thellarora IN pettonom Opsf uveednonconwrteM wan any drer ra Mws. No 53661 41'Thla Was M1ee been deepOed Mre lNe bed IN30.Opalmthe b0ltomchartl in all erMay.Teroanden91e 380 all by 2-09 wltle will f*� * � R hatemn Me be tem cnord and any aNer members,w4,BCDL=10.0ad.. : 5)Provide medraniwl wnnedin(by den)of Was 1a baring pleb aljB 1. - 8)Pmvldemedraniwl wnnedion(by oNen)NWef iD teearing pMte Op.bilable of wHM1atending 34a lb uplK et jolM8 ens 12904 upIM at ❑-a; jehl 1. 9 { STATE /OF 7)'Sem4rgld pnchemaks induaMel g hes'Memberena dairy model was uses In the anaryeH and aeapn W MN Mi., MKMN S.Mead PE Na.53681 MR&IJU.Me.9L0,18834 8904Par9e EastBIM.Ta,w FL 3%10 Data May 27,2016 Na.evMnar,rr0^P,,,m.r,re RAD=axes XN hea AN MaawED YIaHX N`aR fP at`N 3 '—' Yxen.oeae uaa. • rae „imroFXa.,e.ol an�„nn,m. ,b�MwD ee:p `mZ.d li ftn Ildlw ren.^a c•m `pm ii`mmmq MiTek' aM oce.a.. r� .m�.rMame2..mw,kmam ,a�va�mm�..,,e.=elwon.m,,,.ro.��h. sen .�+wwsrom Pwn'.p... ,a aemn.areonw.m,w�Nam Po:rax.o. mr=wrv..d xS1P=maom.Me. r>o. IwXax•r,D.m^v rn. m e�wof m.a aM r,m mr,nn,,a Inns weMSan.a..wu,e.e ecu a.Mlm ce.PcnM w4PMn E.X ens. mbN llm�ae�`eva�oelemmiw PwM1 mnnm,.me x.wsr.,.k were rix.u,..nam.w nm . i,mp.,n xealo Job Trues rues Ty» Ory PN 1e[30]e. OI MenepNeb6uppeNE OWe 01n]1] ....".-Pear, 4bry,ex irvn ]Npel l a Ale Mlieklneutlb,R.In Mile T a:o. w'al l ID L1xz SIX]Y PUYDbLazCfea+5Lvw5L BWi32VLop 10em3pw09MIp MUP t� BOQ 1-0L 000 Sub•1:1. LS., 11 1.sex 11 0 BW tz b taw 11 4 N' 10 6 0 9 6v4 = b0 I tsiN t5.4 I two I Pate Offs XYF 12'0.}8ERmI12'0.]-12Edl LOADING(pat) SPACING- 21 Col. DEFL h ara Vdell IM PLATES GRIP TCLL 20.0 Pale GOP DOL 1.25 TC 0.24 Ven(LL) 0.to 1 nh 120 MRO 2411190 TCOL 7.0 Lumber COL 1.25 BC 0.21 var iL) 0.00 1 nh 120 BCLL 0.0 ' Rep Severe Ina YES VrB 0.06 Hirai ODS We We BCDL 10.0 CO de FBC2014rtP1200] (MatrM) Weight:3811, FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP Nat TOP CHORD Structural wood sheaming d'redN applied a Si Oc p Olins, except BOT CHORD 2.4 SP Nc.2 and vedlule. WEBS 2x4 SP Nc.2 BOTCHORD Right calling directly Applied or 1000 ce bracing. OTHERS 2x4 SP Nc.2 hl recommn .that Siebilxa.and required croas brodnp be installed during Voss erection.In accordance won Stab111an REACTIONS. AS bearing.40.0. (Ib)- Max Hoa b9T(LC 12) Mm UpIM All uplA 100 to or less tlfoint(a)T.8,9 except 2=-125(LC 121 Mal All reectiene 2500 a leas atjoani(s)7.0 except 2=254(LC 1),9=329OLC 1) FORCES. (Ib)-Max.OampJMax.Ten.-All tam.250(11a)or leas arcetxTensham. WEBS 4tl=_U 1359 NOTES- 1)W1nd'.ASCE 7-10:Vud=13 M(}second gust)Veld-101 mph;TCDIr43Pef BODL-SDpN;h-2511;S-761t;L-5411;Sandi Cat 11; Exp C;Encl..GCpi-0.18',~RS(mrectionab and C-C Corsi-I00 m}10.13.ErtedoR2)3-10.13 to 8-10-4 zone;porch M and 69M expmed;C-0 for members and faces S Mil for ideal shown;Lumber DOL=1.60 plate grip DOL=1.60 ta O� t"'IFFg, d 2)Thus. bigned fa vv nd Nde eIn me plane Mthe W en only. For a ods exposed to wind(normal b to hoe).see Someone Industry BPl 4I Gable End Details as applicable.a anxi creamed building designer as per ANSINPI 1. ,�\ T`P4f A'raj, 3)Gable requires continuous bodan Mord beannq. . ``�G : ..„•'IGEN•''•.G� 4)Gabb studs spaced at 24-0 oc. C:•VA SF •.O w 5)This truss has been designedfor a 10.0 Pat b011omONord He bad mmmncurrenl with any other live load.. � 6)'71hiawes has been designed faalire load.020.0palfon the bottom Mone In all areae wbnearMangle300tall by 200widewill '-;� No 53681 fn between the bottom Mord and any other members. ])Provide mechanical connection(by others)0 tmss to be inng plate capable M withstanding 100 lb Ups,at FWAO.)],B.9 except fjt=lb) 7 SO 2--125. Q- 8)^SemHigVJ pdMbreaw Including heck^Memberendflxiry mocielwea used in meanatyaaana design MmlBW.s. O'•• STATE -'VY :��` O Rr10 -'j�?� gs'ONA; MNhM15.Mead PE No535ml MFxk USA,Inc.R Can M 6904 PSM Ead BNS Tampa R.M10 cam: May 27,2016 caghPw�lcondPaaaxoa,ox]MSAlu av,U-n .a ,-mvvn, n,61.,on 1-11-1 ay. bean,cele lauroadYWmrxrMa.w,n.m..and amgea baaw arvpwn wmm.lm��m..,..na' Ip,w,lm'ma„m b,xiema=.�mw�=m.nm cmiumlem aeamu®.u.mtlpanllp,e'mxlveXN me mpl[malV.leMpneaem.ln+u,a props p�eanlwewl�ren. re�inmlMoveoa wuaega.een. �Mpneimmeel.ae.eMwpn.epin,aiw.,am,...ab.m/wenw„wmbe.prm. =cep., ,. •w,tn�oena MI ek' bwrnr�.waee'Iwmm�rv.mmp,e.enl ppNprewrb Pe�mwPw.w,amHry end wweMapmoge. car P...mlwim—,ew,ai„gme Useemearewhope.eMmrv.erecnpneM p'acln0ol hpnu.M mm Mme., lo vAt Wy GXena Wa-N.na acv euaelry enmpurent "'as Fou NM. s.xty lMerm.me ..mbl.r,.n,1,,,.plme nndWe.xla N.te.slml.can.xlx nlenea,k. xxxl.. n.p..Fa aeeld Job TurN as Tmee Type Ob PN I&p5W5a N NNp 1I ]a]] TnaWMBryUMCmp.Mt Ngny.OA )...*'erl6]pl."T.".tlM1.,Inc in Naya]G:EUNaOIe PA`" ID DKu]\,vFs1 XWJbpUYDbL CIMJSLvpvSLmB»bSO apmBg9 icw09MIp MOP M x612 030 ye- 2x1 11 s.. 1:..0 3 Ip 4 1w72- 12- eM\\ 2 BB 1 0 m3vol= 5.8= &S-1 10612 LOADING(ysU SPACING- 2-0.0 Cl DEFL In (Ica) been Ilc PLATES GRIP TCLL 20.0 plays GN OOL1.25 TC 0.54 VM1LL7 -0.IB S) x190 240 MTM 211/190 TCDL i.0 wmax DOL 1.25 111 ST -260 100 BOLL 0.0• Rep Stress Inc, YES NB o3] NorsQL) 0.02 5 We lila BCDL 10.0 Cape FBC2014RPI207 (Mable) Might 102b FT•20% LUMBER- BRACING- TOPCHORD 2e46P No.2 TOPCHORD Structure l wgoe Meatllin,directly applied or 45-0.punns, exwpt BOTCHORD 2e46P No.2'Exwpir erd M vboda 1-6:2x4 SP Ne.1 BOTCHORD RMIdclling alreMb applied m 2-2-0 oc breang. WEBS 20 SP No.2 NESS 1Row N hair 3-5 be rewmic g NY Steblllzera enc accordance wasbracing n iaganditl dbbp Wss eredlon,In accordanw watt SlaNlerc trubits REACTIONS. (alab:e) 1=72SW2-8.5=72S 2.8 Mex Hors 1.272(LC 12) Mev UpM 1-138(LC 12),5-234(LC 12) Max Grew 1•752(LC 17),5-n0gLC 17) FORCES. (lb)-Maw.Comp.IMex.Ten.-AIIMr s250(lb)orlessexwpt Mlenshown. TOPCHORD 15-12321360.69-11])372,24-ll213)6,2d -IMV358 BOT CHORD 1-7-6071111 S.6.7-211M48I,(hl 1-YW487,5-11 284/487 WEBS 2-7=-392381,3)-215/]80.35-6W426 NOTES- 11 1jWN1 ASCE 7.10;VuW Emp C, one.GCd=0.e:MVVpRSbers and lorwaealllWFa5tlC1Exteerl for reactions N14 to m1 ooL=bo5+1to1-7-0,Nar(3113i-n0 tom.n: �J, ep f�E Ny�4f, te grip DOL-1.60 2)Provide aeeNtile drainage W prevent water ponding. ��C : \,� `SF'•�O 3)Tnb Was has been desgnedfor A 10.0 Pat bollom drama live load nonwnwmnl won any other live bads. No 53681 4)-This Wea lies been designed far live bad M 20.0pa1 on the boner Dent In all peas where a rMangle 3-6-0 W l by 280 Mae will it bNween the bottom cnON and any other members,wish BCDL-10.0psC x :x = 5)Prolde me0leoeal connection lay others)of truss to bearing plate at Finds)1,5. 7 l {] 6)Provide memanlwl connection(by annual of truss w bearing plata capable M anhslendin9 IN W unity at lmntp)except Gl=laI 1-130. 7-p; 5=23L 1 )I^semi-dela pncnbreaxa Mugabe heeM^Member end nilly model wee used in we analyaM and design moria was. 10 STATE OF 4U T FS'•..Og1.. \, AAAAa4S,ONAL MNAtl S.Magid PE e1o.53881 MIfsF Um.IN.Run 6834 fi901 Pd18a Essi BM.Tampa 0.39810 Deft: May 27,2016 pot] rd %wvnyen,-von —rv-1 O 1,ir.,,rNH Axo AW,p-M—t-Ir— rd MY]ala Md-I b,W,ng PfpMYSE e..NeIn vrtew.onn.�la•..mem.annw..a.rvv...�awama.n�n...n..mN.,. ndlaa..lb�bl^e aompwem.pl .me wllameaenan.,mu,L.nrvm..PPv<.eunv ome.en PammN.^.lie P, t ��=w.,me m5aeepn hlo tl».v.mr µleen�eP O Ma[Tek Teka.`iabmnoM topre—tcnNPn.,ocoecrepwme'Junr..11edre-1 � m'sucol-reM as/m,1,Q,,� o .osureneeerGUIdlnCeP.n.a as HiNl,bmA,,,bbbNour ,PlnlnhnlWte218N �Sl ,SU1e312Alevind AiFA' N Nx. Tlyy rvse TWe 0b, PN ttmw0 Reasons CalmarMa Glaw ] 1 r .asse.Macy cameos... Y4Lry,Pa IAM+Ap I0A16 MIiµrneuNx+,Int FIINry]]W'.fio'e6]O18 P+0+1 ID:EIYz/LvFX1XTIJ[p11y0bLEzcletlAevX1F6CC43gIGeDADZLL'/BVOaOLVieiOsvvZF6M]O bt-I b?B 1c euY-IY1.c 4 G� 0 M% 3 B e z C tg 13 e 8W 344 6 Sit= 45.11 B:J LOADING psh SPACING- 2-0O CSI. DEFL In Qx) W.O Ud PLATES GRIP TCLL 30.0 PMe Gap DOL 1.25 TO 0.45 VagLL) 0.05 67 x999 NO MTN 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) 4.10 S-7 .999 180 BICLL 0.0• Rep Stress Ina NO WB 032 Hora(IL) 0.01 5 We We BC 10 C FBC20141TPI2007 (Mans) WiGM:aero FT=20% LUMBER- BRACING- TOP CHORD gra SP NO3 TOPCHORO Structural done MeadhF98Ilectly applied Or 630 be purlins. BOTCHORD No SP No.2 BOTCHORD RI9M xiMg dlredly applied Or 100-0ac bracing. WEBS 2a4 So No3 MTek recommends Net Stabllrsers and requilM amid black, be nNelld during\mea erMlon,in accordance M!,Stabilder InMeMdon sued. REACTIONS. pysrse) 4-13M0eManIwI,2=391/0.]45,5.24WMeNanlwl Max Hors 2-118(LC 8) Mas Up118a-28(LC BI,2--216(LC 8).5-8O(LC 5) Mar Oras 4.1 WLC 1L 2c 91(LC 1).5=251(LC 3) FORCES. Ols)-Mer.Comp.BNM.Ten.-AR forces 2W(W)Or use except wren shpdn. TOP CHORD 28.119=26,8-9--0981309,3R=661293 BOTCHORD 2-11NW/853,11-12-J04I653.T-12-J01M53.T-13-30U653,813--309I6W WEBS S7=01252,M-1186319 NOTE9- 1)W4nd:ASCE 7-10;VUR=1 Wmph(1S cond guM)Vasd-101mph:TCDL-4.2psf,BCDL-e.Ops(,h=25R',B-78R:L=54R;eave=GR CaL II; Exp C',End.,GCpi=0.18:MWFRS(dismissed,Lumber DOL-1.60 plate grip DOL=ISO 2)This truss had been designed for a 10.0 pay boHom choN INS load noneoncurmntwnh my other le.loads. \\\\IIIIIIIIIa 3)-mMtruo;has been desi9nedfwalvO wad co N.opsfmthe bcllcm GwN in at ameawhere amdm91e3-6-0talidy NH0wdewill 01pfL S 4f, mbMyteen the boom chord and any other numbers. �` O� qG a� 4)Rorer to gicnms)for burs moves connections J ♦ OENgi* / p 6)Protide mechanical correction(by others)MbuM to gaming plate capable orwmatandln9100 to upSR atjoint(s)4.5 except Own) et':�•� F'•.O 2=216. No 53681 ' 6)•Sem4r,ld pdchbmak5 including heel.'Wraparound NRy modelwas used in the anall and cadge&Nis toad. 7)Hannons)or other connection devioes)Mall be provided suTwiat to Support concentrated balls)54 mik and 516 up.118 . * 100 to down and 119 IS up N 1-6-1,72 to dawn and 70 In up M 440,73 It,do.and 46 In up M 4J-U,and 94 W dorm entl 1. bups 07-1-15,and 81 lb dram aM 89 to up at7.1.15 on top MON,and 38 W UP M 131.as m up M 1. 1,9 th dews ane 13 lb upM 4-40,10 Ib down,and l zro up M 140.and 35 lb amen and lib up M 7-1-15,and 30 to does;and 67 In up 7-1n5an Collum mord.% Qq/ /OF (2I� The del,blseNdbn of mnnedicn aevke(el is uempmaibnhyMMners. %.(JSTATE `'• 8)11 the LOAD CASEE)seaion,loedastated to We tax ane tor»are noted n front(F)or back(B). ,'i��•'0.� OR;Qp;(J�� LOAD CASE(S) Standard O �ONA�-E J` 1)Deed r Ross LM(balanced):Lumber Inand se,.25,PIM.Ina aaae=135 ,,,,0 I I I kP0\\ UnImml Wide(pit) Vat:1-4-54,2-5--20 MkilaN S Magid PE NaMOS1 Concentrated Load$lib) MT*USA.Inc.R Cert 6634 Ver'.0.820F-31,B-51)9-40(F-33,8.7)10-81(F--34.B-47)11-30(F=19.Br-19)124(F-I,B=2)f3-36(F-19,B--10) 6904 pass ad She,Tamm M 33610 Date: v May 27,2016 Q w.1 MNn.VmINaWan P�+�^+- READ xo7Fi.cera Axa MCLWED MIEx MFa.YxcE PAGE MF7m mi.Ib9Nola eafoM use. u�`• moria ra,m.tMye nFSTepcmnxlsn.InheeWn'absue aaly upon ..oaten eMu.*.aMblu aFaervierm buaairy camaamat not fF-cop µw ylroa,p desp�muil v..y ec Iba4ililyul tleWn�mmer.n unJ Plca.6A =srpal,lni.Je.a^Isle lneove,ull Mire k' e'm_oginpYo.Ha Me'mleaXmP.vem neou.pmindly'wamm�n�.eenawa,rnorom.mxnam. ebmmwl l.mPa,w ace Pamwm�I ememB 5lcal%YnM ronmam cobpwr.Nh Pmlbl.P.rvnminkT'.a^-at opemesmax.. ry Oeremlwbarce,epoMM1e me •m e.deF+ry.mecMOnarC bmcYq of lnnin one tram rynerr..+ee Xly^ Cpµe.mrJa Nn.r6lduWlnp[empanml BB]LPvee Ful B.t SebrylMormaXmena oWbENlrwn lvX%alel cut.-]Ia N.Lee 51rte1.Sulre]I].Akwndb 9]Il. mrp.fL%elo Jeb T. Tea TO, DN' PM TeltnOfi Ie0WT6x we wpnaxaarar 7 TmuwerlaemnenmPw/la. xpvry.w l.woaMle Ale wTmmeumea,lrm.Fn 6xwDNWTRh. ID:ZWi4L Fe1XWJbpMbLdzdf UgTEb7aMx QDPkw%uCBb uryx+be wW9xIsY se i OMJN }I-I eLf K3 fire.-m2. 4 2AS F2 o M 9 0 8 3 tl 7 have II a: 5 4 = LOAOI71ps' SPACINGO, -0 081. OEFL. in (bc) Poen UO PLATES GRIP T0425 TC 0.4] VM(LL) 0.09 S-7 a999 240 MT202441100 TCDL25 BC 0.59 Ve11Qq -0.14 6-7 s822 180BCLLO WS 0.22 HDrs(TL) 0.01 5 rale Ne BCDL7 (Metro) Might:40le FT-20% LUMBER- SIaACING- TOPCHORD 2x4 SP N0.2 TOPCHORD Smewhal Area sheeting dhectly applietl or 680oc purlins. BOTCHORD 2x4 SP N0.2 BOTCHORD Rigid calling dlrsNy applied Or 9-512 wbrocing. WEBS 2x4 SP No.2 MTek recommends Net Stabilizers and m0uirod voce bracing ba inscalktl during buss election.In accorda.Mh Stabilizer I ....tion ..de. REACTIONS )blue) 4=134/Mechalmoal,2=3981074,5=M1I1hilativniwl Max Hors 2=120(LC 24) Mex UP1rS"7(LO B),2=221(LC 8),5--107(LC 5) Mex Grav4=134(LC 1),2423(LC 2B),5.248(LC SI FORCES. (Ib)-Mex.Comp.Max.Ten.-Alfveaa 250(to)Or leas except wren shown. TOP CHORD 2-87 5 213 5 9,8S-712944,3.9=660931 BOTCHORD 2-11.4371676.11.12 -337976,7-02=337976,7-13=3371676,6-13=3371676 WEBS }7=491272.J5=711951 NOTES. 1)Was.ASCE 7-10;VuN•1 S(anph(}second flus)Vnd-IOtmph;TCDL4.2pa1;BCDL=6.0pM:h-25R:8=76k,L-54B',asMa=Sx;CM.II; Exp C;Encl..GCp1.0.18;~RS(mrecdonap:Lumber DOL-1,60 p1Me gnp DOL-1.61) 2)This trues has been designed fR a 10.0 par began Mand Ave bad noncentimme t with any other live owes. )111111 3)•TNu was he.been designee an a live load of 20.0pnon the bottom Mom In all Mas Men,a raaangle 36-0 tall by 20 wide will ``ee'% SL S. IgAI firs twelve n the bottom Mord and any error memo.. `� 1• ......... . Mss 4)Roper a asserts)for truss to was aonnemons. w O S-'•. 5)provide mechanical wnnedon(bymhera)onmee W bearing Plate capable 0 vestanaing 100 lbuult so pmp)4 except(M:W)2-221 Y`; bl ENF C% 11 ,5.107. - ND 53661 '' 6)"SmmHiea ptldlbreaks including heels'Member end laver model was used in the analysis and design semis was =.- 7)Hangers)or other connection dwice(g shall be provides smlciem to support concentrate bad(s)100 m down end 119 to up at 1-6'1.. +;• :+ IW indownenan9lbupat 1fi473Ibdown Md46lbupal b ,731bdbxmwd46Ib UPM al D and 9l to down and 69 to up s(: 7-1.15,and 91 in down and 09 to up V 7-1-15 an top&and and 381b up 9181,38 In up at 14-1.tD lb arum and lzmuI at m m down and 12 lb up at 4 ,and 36 to dmmana 67 a up at 7n-15,ma 38 IS down and 67 Tb up M 7.1.15 on bottom Mond. The�.p: STATE JOF .�747� des bnneleMbn M such connection aevlw(M is Pa meponaromry a othere. U 8)In the LOAD CASE(5)vection.brae applied W 0 face M the tea are Iden as ft.OF)Or back(13). LOAD CASE(S) Blandard AAAS yON AL E ]G A, 1)Deed«Roof Live(b dampo):Lumber Inwase=1.25,PIMe Increase-1.25 AejllllI I I III]) Un60m Loads(pi) VM:14- ,D5=-20 W0.1 S.Magld PE No.53531 COr¢enbated Loads(ib) MTek USA InC.R(Im 6531 Vwt:B-B2(F=31,a-31)9536(F=33,B-33)10=47(F:34,B=44)11=38(F-19,B=19)12-2(F=1.B=1)13—M(F=19,8--19) 69N Parke EM Not.Tampa 8.33610 Date: _r May 27,2016 Qwe.4MNtl.WIH I•wanpvwn.wv.MaEN NORaaw vrA:N0IMCLWE0YlE1(- RENCFVwdEµ.7lAm.aNeS01.aRORE wl—a.1-- .1 —t'mnea lconnedaa lM�nnipn66pletl anryu pdrymlen Nem.pntlkleron vglMW bollen)corrppnenl.nal eWlrvo gltem. elw uveJM1e bu elrpa ergnermmlvenry lM1e pppecenary olddprpuemelm one preps^irmpaplemk reign nip me euvor de,pn arocirr,irrd¢n1. �wnl�auckllµ^IwtllNbual Mu.wbdrElprtlrpaenremb r. I. —oropllempwry..tl-rrnnenl Gpcw, Mi ek' "sneer rcpuroe MrrabilN eM la m c pawbh penomllr(uYanepeyelyeawaC r,OSR-8 enMnce Nablo cote Ipbncplbn alorape.tleMry,exlbnpne Gadryollvnn pnnlrvu ryslemuw µWIVA Cowls,pl4af ane alepWlne Campen.M aPoa Pwb Eatl R.Y. SaNNIMennatlon awlletle M1cm lw%a1e lMXub.]IBN.tx StrteL JW1e JI4.LhrmWWdd T.mry.FL Mta Jcb Truss ea TN]e DM1 PIY RT]9A IaNmN Hn oWxw wpdwx + Trver Swarp...".Me. Maway ']Nnelyrl ,Tt M]MIM+arfiealnc Po 5WQ?EYHOal9'.a.. R);]]Nz/LVFe1%]YJH�UYDbLdxClsddpTlEb]gMNRMvD0PFw5&�CISW4]EyHONN4T&rzCM1MH }S] .1-7 ss.] bona-+:Its d xre I2 s z w= e se] ss. Plate 011 (%V1- 7Etl I LOADING(psG SPACING- 280 COL. Di m (In) YOM Led PLATES GRIP TOLL (M PMIe 16,DOL 1.25 TC 0.64 Vei 0.01 24 :999 240 MT20 2441190 TCDL ]0 Lumber DOL 1R5 BC 0.09 Ven(TL3 0.01 24 +999 180 Eli 00 ' Rep Sbeu lner NO VVH 0.00 mn,m) -0.00 3 n)a me BC DL 100 Mile FBC20NRP1200] (M") NbIght 1541 FT=2O% LUMBER- BRACING TOPCHORD 2X4 SP No.2 TOPCHORD SOuctu.1 wan sh.eming dkactty applled or 32-7 oo pwpna. BOTCHORD 2X4 SP N0.2 BOTCHORD R19M cellmg direolly applied n 1040 At bracing. MRek.summands MM SlabilrsIXa and]equlnd was bildidt be Ihalelktl Ouring W..Mats. ,in aoodi dance wM Stabilizer rUwwxwUxi REACTIONS. (IWNze) 3=284kchemwl,2=23Y0+044aROechanbal Max Harz 2116124) Max upIM3- 9(11_C 17).2=-1]5(LC 6),4 34(LC 20) Max Gray 3=6](LC 29),2-2311),44D(LC 3) FORCES. (Ib)-Max.CompJMea.Ten.-All farces 250(to)or less eaceptamen shown. NOTES- 1)Wmd:ASCE 7-10:Vu8=130mph(3-sewn guam Ven-i Mmph:TCDL=4.2pep e W i-iia all n-25flp B=7611:L=54R eeve=5 CN.II; Exp C:Encl.GCPI.0.10;MWFRS(dlrectlew):parent NO and rgMt exposed',Lumber DOL=160 plata its,DOL=1.80 2)THIS tmaa has been designed fer a 100 pet boom cl the Iwtl nonwntunent with any a1M1er Yw two.. 3)'This muse has been cattail far a IiVe bad W 20.0paf An the bottom chord in all uveas where a rectangle 3 pill by 280 wide will Td Miami the Wttm mom and any Amer members. ,,`Qlpl ary2ag2ja 4)Rear W g1rdi As truss m muss connectors. 5)Pmvmamechenrlwnnanion(bymhars)mtmero WwngplaWapabMmwith5WndmglOOibup"MioW(s)3,4exaptat-Ib) \\O``{PF'L Mq 441' \ G G fi)Somi pitchbreaks mauamg heels•Member end lady model was used In the analysis and design Wthis pass. Q��;•��GENS�.. �O 7)Hangega)or either coneabn dmiwp)mall he pmnaled sufficient to suppan concentrated toad(.)tog lb down And nalb uPat No 53661 and 100 to down and 1191b up st 181 on top mom,and 16 to down wrap 30 B up at 46-1,and 15 to down and SO Ib up at 1-&t an bottom chord. The dasl9Wselai W such comectlw device(.)is me reep,moduliry of others. -•E*'� 8)In me LOAD CASES)section,bads applied to me face 0 the Muss ere noted as(rent(F)or beck(B). LOAD CASES '� • 11 Sintlerd �9% STATE /OF .�6J/J t)Mad+Rwl Live(balanced): mm Lumber aae=l zs,PIHa mareaae-1.25 % p'., Unlbrm Lows(pip G"c -.4 O Ver:1s.- ,2.4120 4us, Oq\ P G\, Concentrated Vert:562(PoI3m,B.31)6=36(F=19,B-19) IOIaS'ONA E�\d Micha615.Magid PE No.53861 MRek USA.Inc R Can 6631 6901 Psnm East Mad.Tampa R 33810 Care: -gyp May 27,2016 Q...ma...advowmPe+^ar•n anamtbrro]a9 axrN64xomelweo]xrex xrau]Faeawea]na..e. e,ie-:, a n° .np�eid .m..mw•akamr�di.e..r r,.id�.,eb.�d].,�H.m„»^„me,, iv. denw°mId,nemocPf,sew�v roeeE..waa nwue be.n v^ulea—Mort me domain n bead oboaon roru olydvam bAs, Lwoeaa...� r caaGas ` wauaiwemeA/1..UPoc.e11yor -.i pmmrece " eeww eiY--•iYTpep.k •' edwVrm rerUeb.1lu,rice xiso.1 -no pe,wemina„s.nd w.aemd.mge. Wgen>.I P.M.rceaa.�diry me sb.IMb"y°'m'0e. .......iffier"e'«n`i,'�siur.'�nnnr°ne]xr'au.1«s«el.aln:]iinlera�'.r6"vs.n��<m.ne.waaa..d aesr e.vn..e e.aPe^.rr Twroa•F.W10 Ave Truce rvBBTrye Oy Pf, iei1NJ1 ni'da 1 14M IMeponYXlpa1M I 1 JOE RNerenm factil irvrMltlas"cmKarxaa MMery.W W(s PBr1a3010 M1i Flnamrnea Inc Ua my.InGCi.FrPeN1e00a IOI3Xz/wFa1XNJbpUYOELazCIeE5112Rz66ID2VTaoEKKLRpCGN4FZPa1Ac4CUe6zCMEM u10 s] ?1.7 uta -f Seal A.FC0 a 2 M �I B 0 0 5 1 y4= 2.1= daus aso LOADINGWIN) SPACING- 3-00 CBI. DEFL. N (Ion) me LN PLATES GRIP TCLL 20.0 Plede GO,DOL 1.25 TC 0.53 Vedi 4.08 ze s98S 240 MT. 24H180 TCDL 7.0 Lumber DOL 1.25 BC D.Q Ved(TL) -0.20 2$ `309 100 SCLL 0.0' Rep Sam Ino NO WB DOM Hal 0.00 5 we Me SCOL 10.0 Code FBC2O14RP12OO7 (Metra) Weight.290, FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP X0.2 TOP CHORD Structural wood sheathing directly applied or 600 v Wrlila. OOTCHORD 2x4 SP No.2 BOTCHORD Rlgnt wiling directly applied or 680 cc arscilg. WEBS 2x4 SP Ni M,Tak recommend.MN Sionl'rems and laughd chads Warning be inalalbd during Ouse election,in accordance coot Stabilizer ume. REACTIONS idnibe) 4.7601htechanlced,2.29110.74,SbWMeAeniwl Mee Hors 2=140(LC 24) Max UZAM ll 0),2-157 LC 8),5=-3(LO 5) Max G.4 7(LC 17).2.342(LC 28),5=f40(LO 24) FORCES. (b)-Max.CampJM..Ten.-AIItOrcee 250(Ib)or tem exwpi men shown. TOPCHORD 27 -32X133 NOTES- 1)NS d.ASCE 7-10;Vu8.130mph(3aecond gust)Vmd=101mM;TCDW.2PN;BCOL-e➢pal;h-258;8.7681 L=548;avR=6d;Cat.II; Exp C;Encl.,GCp1=0.18 VATR S(dlre49onal);Lumber DOL-1.60 Plate 96P DOL=f BO 2)The W ss has been deeyn rd Mra 104 pslb0X0m Crated live treed nanwnoemntwtlk any ober five bads. 3)•TMs tmss lies been designed kra Ilve bad N23.Opsf m the botbm Oord'lo ell amm where a rectangle 344 W I by 20.0 wide will In baWerin me aonmm chord and any other members. slllu a I/p/ 4)Ruder tog.aa for s kwsa connections. d // 5)ProvaemeMen lwmeabn(byMhdm)Wi ssb EaadngpltlewpabbmwAnelaaameloobuplmatlolm(e)4,SmwPigl=lb) ,]PEL 2-157 ,. \1 •.`S ••GEN•• Gi4 6)'SemhrigM PdNlareaks Including heels Member end lacy model wad used In Me analysis and dealgn On'.buss. [-''•.O 7)Hangea(a)oroberwnnectbn mv'Iw(U shall be acyced sWAGentto duppadoOncerarsdad Ivens)11511tedeven and 119 Wup et 1-5-1, � NO 53681 ` 115 lb Want and 119 lapped 14-1,and 771b dam and 621bupat 4 ,and 770 down and821E uped 4-40 ontapchord,and asIii—s� 1. uPat 1. 1,381181,and 100i down and 12 heaped 4 ,m it 10 to dawn and 12 lb up N 4 Gan bottom chard. Th. dmynkabNOn olauch connection deicaTa)lathe responspilityalobars. = l } 8)In Me LOAD CASES)section,bads appgedtobetace Othabusa.meedaelrcm nF)w Wck(8). LOAD CASE(S) Standard %P -. STATE AF 1)Deadc ROO Live(Cebnced)'.LumbminUsidevi $Plata lncreme=1.25 iT•.�( /OP�'�� Unikml Leads(PE) '1F ........... yml -- 4251 11 G A conwno-et %% .` Vet.7-618-31)6=61,9=33)91 Bi 10=2(ii B=1) ///III I sllll Mil S Mead PE No.596Bi MIMk-SA.Inc.R.CIA 000/ 6901 Parse Frit MM.Tampa FL33610 Dam: May 27,2016 Qid,-rO1�0nN.1 WI enneciw.1.dead,'isd.-,u.,poromelan Mvn.arA bra an Ill Mc—lllEualgrycom z�l.not —a almury�bm.Oelae me.Ibe Ewenp Oeaymmutl marylneorollcabiliryol Oecpn paonwlersOM peMincapao;e M6 anlpn lma Moveral PM ewa�nB ae.q,.. aaale lMkmeeBbp,re,n Makbe aaame..l m,�.r.ee.„dlamaa men,ewre Maemammlb,aa,p MIT43K eoMq.rewlrcaraeed,wriand evoi0Mm M4Ebea m ane.ve Mp Nt.ramo6e. a ral9Oim cert Oq'tlFB rde iM'Illnbrmelalleg avOOlbbk M1emir�uu Mad FA N°.Iiia M.Lone slr�eeel.sull�e 9lz REmnsl/InlouyLNCrlMu.ose.ev.na ltllausalp ComPoneN eW puG..'aM. M .•w.n Neto Jµ irvp Tut.Typo OF, Ply fe311Ne IbO501M XJS gervalXb(aNw ] TwWN subs)Cestara e, MYMry,W tlba0,4p.1B 3x16 MneklnamuYL Mt PoMry94:WMM1.Pp,l IDLIN]/_yF.1XY)rJIiP bLdbUs IDeDIG PNNnN7 z kTHHGCia WY 7aA¢ L � ]eM sttA .a.I"a 1.5.C B m 7 2 p 10 s th6= 2"= 6na LOADING(pip SPACING• 2a]G Cal. OEfL. B (bd Poe8 W PLATES GRIP TCLL 20.0 Plate Grip DM 125 TC 0140 Vi 4.0 28 •9Q 210 MT20 214/190 TGDL 7.0 Lumber DOL 125 BC 0.49 Velt(RI -031 2E >3T4 180 BCLL 010 ' Rep Strew Ina NO VAB 0.03 Hme iL) 0.00 5 Ne M BCDL 10.0 Cade FBC2014/7hl N'e PI2007 (MeiyMo;29FT-20% LUMBER- BRACING. TOPCHORD 2y4 SP Ni TOP CHORD Structural wooed aMathing Iiredly attplled or(i ec pui BOTCHORD 20 SP No.2 BOTCHORD RGM telling directly applied or B at,bracing, VVEBG 2x4 SP No 2 MRek recommends that Stablllxera and required aMe Mtllq be InatalME during busy erection,In accordance stab SM0111]er Installation sued. REACTIONS. (Ib/Vue) 4.81Medtmiced.2=288/0.7-85-97/Mechanical Max Hers 2-140(LC B) Max UpIff,la LO Bl,2=-172(LC 8),5•-21(LC 5) Max Grev 4a88(LC 17).2.291120),5=1 Wi 24) FORCES. (lb)-Mm.Camp.Max.Ten.-Agfo=s2N(lb)orlessexmptw mshown. TOP CHORD 2-7 -2871166 NOTES 1)M.nb ASCE 7-10',Vull-130mph(3aparmd qua)Vasa-101mpin TCDL=4.2,.1;BODL-e.OpM,h=250,B=7011:L=548;Cavi Cat.ll: East C;End.,GCpI=618 Mi(directional;Lumber DOL-1.80 plans Stip DOL=1.60 2)This Was has been designed fora 10,0 pef bodom choel INA It nomooncurer won any other He loads. 3)'This torn hes been designed for a live betl of 20.0p.f on the bottom in ellarose where A ressi 3 %it by 2-0-0 wlde will 11, 4)Refer In greens)ort va o Vun conemoner smbere. `%% pf-L IS•144f. f, 5)Provide methamcal eannemon(by others)oftmea to leering plate apable M edhatanding Ing to uplft at pWp)4,5 concept otill a�A4GNP . 49Oy B)ZSemkigitl pyhbroab inducing heek"Member end ofty model ands used in ma analysis and design 0 this trues. Q��.• GENSF.aO'� 7)Hangens)or ober conn Iden devlmp)all be provided•Mcrae r o supportconcentratetl load(al W Ib down Ni Ib up at 1$11 115 to amen and 11911,upen 131,and 92 to down and 91 glutted a-",and 771bdown and III up a14+0anop bad.dnd 38 l � NO 53681 i up at 1-1381b up at I-ii and 12 o down and 111b up Ad 4i(I,and 10 to down and 12 to up at lJ-0on bMlom chad. Tha den,nitt.le on MmN conned.ri dealce(.)is be siponslblllty mlmbas. 8)In the LOAD CASE(S)radion,bade Applied to the few of be Ws.are noted as ft.(Ft or back(B). %• ] iC� LOAD CASES) Standar 90 STATE OF .4f/z Il Dead.ROM Live(bmdmoed) Lumber bases tzs,Plate mcrean=l.zs �.�4 O R/)Q P.'`2`�' Uniform Load.(pd) Van la=a,2.511 �yyys`S/ONAt-E?i Cmrcerratea Load.pis) Ven'.7=82FuHI,B-3118=321F�t B-33)9=M(F=19,B-19)10-HII .B=1) 111111111\\1\\ MkhaM S.Mynd PE 110.53881 MDak USA Int R.Can III 6901 Para EW Bbd.TUIpa A.MI D m: May 27,2016 Awa .'.rarest w.ww,waaaoxmaa Oxmsaxpanuoap MTaN acaFuxca PAaaaM7n],...+aroana.nroaEusa. • id larvtt onrywXn vnivt o mroCpn l„tlepn 6 mi enryupon porome�ert�Fnvm,oM 6 to In III Wauel L^aEcomppa I.mol e t Ip uvi Ire abolkab ly - Id! MI'I- bi I ' . e - - ro we MInelMwdm��...e r wmen,bmdv. as /amp n•n1bri MiTek' r a l,bi ip,ei Coari p0asyso— a rvvbamdumr .rote o a�a'a t a. t tl MQvtlneol rua¢dM lrw mlenu. Asl�ll W�eMr Calxlm. s aK.l anal < mPe••M *eaphm i.INy Mermnxnn ereMeMhom Tan plal•Fdmn.xle N.Leeuaauw1,32.rale pn 11 dch rate Tres rya ary PM Tnnwe 10aa01W XA dvNnYXe'ggw i 1 {nyNan BUWyCm}pNt Mph%,W ]AIOaMIp A161X]N InEUWba Irc.Ftl N%x]OB'Sa:YA18 Pepv1 10:23BaA_rFvt%i'INpUYDbIAxCla eu.vn.9tuTrPPlNnRimdN6lHOvpSYAB7N¢CMtlL J BBS Pt-] SiJ NI 4 Sub-11.1. 10 M 13 axe c 0 0 1 R 13 B 5 SN= ) K10 61 B LOADING FIS SPACING- 2-G0 CSI. stJ DEFL In Dod) Well US PLATES GRIP TCLL 20.0 Pole She DOL 1.25 TC 0.0 thei -0,W &] > N 240 MT20 24I/19D TCDL 7.0 Lumber DOL 135 BC 0.50 Villin) e111 II sSM, 180 BCLL 0.0Rap 6bess Ma NO Vu3 0.21 HOrz(TL7 0.01 5 his We Weghtapa FT•20% SCDL 10.0 Code BC 4]TPI200] (Mens) LUMBER. BMCING- TOPCHORD 2x4 SP No.2 TOP CHORD Sbodural mod sheathing hired,applied or 680 ac purlins. BOTCHORD 20 SP No.] BOTCHORD RGld ding directly applied or 10.0.0 oc trading. WEBS 2x4 SP N0.2 hil rowmmends that Spreader.and mouton..hed0g be InaYlkd di nag more election.In acmNmGe wllh Glabiliur Indallatbn dust. REACTIONS. DNYae) 4=133Mechanical.2=398/I 5432AMechanial Mae Harz 2.180(LC 247 Mas UpM4=9MUC 5),2=176(LC 8),5=320LC 5) Max Gray 4.1 MSLC 17.2=454(LC 25),5=25MI-C 29) FORCES. (Ib)-Mar.CompJMes.Ten.-Allhomes 250(to)or leap exceptsmn thrown. TOP CHORD 2.8=867/187,B-9-582/154,3-9=-538/138 BOTCHORD 2-11-1541513,li-12—iWS13,7.12-154/513,743-154/510.6.13-154/513 WEBS S-]=1263,3-e-5801165 NOTES. 1)Wnd:ASCE 7-10;WR030i(3-second gid)Vutl=101mpb;TCDL4.2pw;BCDL�Ape];h-25fl:3=762,L-SCR ease=611;Crit II', Exp C;End.,OOpi-D.18;MMRS(d4 renal);Lumber D0L•1.60 plata drop DOL•1 BO 2)This firms has been dssidned par a 110 pal boom Mold live load nonancuberd with any other live bads. sp111111111a1 3)-This truss has been tleagMd for a live load M 200p9 On Ne behomchom In all areas where a rectangle 3-50 tall by 280 wide will Apes PEl. S MP's, M ben/aen the honwn chord and any other members. �� GN ....... 40,A, 4)Relerla gan re(M for true to bila connections. 5)Provide precol niial connection(by mhem)dome to beading plate capable d wMatandind 100 to uplift at pomp)4,5 mmp1171=1t) ��:' G E P' �G 2-176. No 53681 67•Bwft-rded pHtlrbirakeinWding Inert'Member end ruHy modelers used mmeanaryaband design dlhi'mum. y—:"\ ])HangeRs)or DmerwnnediwdewlcNe).hallbeprovidedmMmmtocuppoemnantntetlload(c)115rodovmntlttglbupM 1-&1,— *: i :+ 1151btlownentlll9lbupat l-6.1,771btlownand82lbupa144U,7711bdownand6211hupw a ,snd 1151fttle'enand III Doug : 7 at 7-1-15 and i151b tlown and 111 pupat 7-145 on top Mord and 381b upN 181,381b upat 181,tOwdmaand l2 pas up7-0.; j�atrl _/+_— LT 4+0.10wdownand l2Bupat 4+0,and381bdownand0eupat7-1-15,and38Wtlaanand0lbupw7.1-15ondolrom Martl. 3 STATE •OF -:UJ The dealgnbelectim breach ccnnedlw devia(M Hthe rosponalEllXy dathen. a)In the LOAD CASE(S)sedlan.bade applied to the lace d Ne truss aro noted as man IF).1 bad(B), i'G�'•'th( 0 Ft •\?�, S 4� LOAD d+Real) Standen ''01!/0N AIN 1fts"i t)Dietl.Rea a Da(betanadl;Lumber Inueeen135,Prete Inverse=1.25 j41111pIUs3 Unthaw Van Kell) Veli'. Le•-54,25-20 Michael S.MCO,PE No.Max Concentrated Leede(Ib) Mffe6904 PayUSA,s Inc R.BCM hands, Ven:e•02(F=31,B•3p 9=66(F-33,8=33)10--5](F�l4,B-34)11=38(F-19.B=19)12=2(F=1,B-p13=-38(F-19.B-19) Date PaM EasI BNd.Tames 893610 Date May 27,2016 D,xdaxbhx,wrww=P�•mY•••a xanaw]NS Awe IXCwmawnx naFxaaxcav4aaw.]na,...leamelaearoxuze ��' enpI wW bore Pnrvum MnevYcnnn a naemW nNvvpon pmnmerm metra.onq� Il oMeXlFn Ce qn Fm n<'rrcerolh oewrwn.m. ele.P>s.mewmmpde.-1be-H,am.nrbad pgore.-1..11m.l.nnnd MiTek' Wldlnp Emlpv BradnpmOlcaletl ltle pmwn�p m NtlFMual MuweEnN/u cFaE memCars fn 0" al ober—'ry.weaxwnenl bndry 6aMnrzVUMlu drapery aM le Pi sratea o.'V.a•Ian—di PvrsoM lNurymCpoo.MawNwc liner puWrceWpmad bed BUM/IMemaXana 1111 hen iw Pro bMu.ln.rleyrailt 5u11e]I].1bw Wq��VAOUTreJry[M.da.mH9eM atlIaWCMq Lampee.nl BBnOUPVFL 'aNO. Job rlw TrunTyPa Gly FN n717910 I60Wi4 IYi bwanse.0-1 v 3 TrulN.elpWnp cmpML MBbX�W i.40a1y1p 8018 M)NlnauWba,Ina.fn AI wKIRSHNQUU1MCIAd( 10:231G/L+Tet%iyJbpuYObLazcea-1v6a9A4GWp3 se STO Li LM ?1.) Ba Sub=1 HA 0 .24 2 3a M B 6 2 13 i v e 44= sw II 5 Y= NUOI s5 LOADING(pal) SPADING- 240 CBL DEFL. in Do Poen 1W20PUTGRIP TCLL 2D.0 PIYs Chip COL 1.25 TC DIM Vatl(Lq -0.W &7 rdeeper3400 MT30 244190 TCDL T.0 Lumber DOL 1.25 BC 0.49 yadQq -0.09 6.7 +999 180 BCLL 0.0 ' Rep B. lour NO WB 0.16 H.,I 0.01 5 INS No VANI 39 IS FT=204 CDL Code C2014R 1 W (mel LUMBER. BRACING- TOP CHORD 2x4 SP N0.2 TOP CHORD Strudural wood Sheldon,dlredly applied or 6A0.c III BOT CHORD 2x4 SP No.3 BOT CHORD RiEd miYnO diredly epplbd or 10.0.0 oc bndn9. WEBS N4 SP No.2 Was raCommends that SYbiinat and required ache bea<Irq be Indabd duan,WSB eredion,in accordance WUI Stabillzer InataGSW alae. REACTIONS. (Shame) 4-14&Ma .nl®1.2=37W 7) .5=23WMecbaniw1 Mu H.2.1)0(LC 24) Mar Upfiri tD(LC 8),2-19181,115) Mn Gary 40430LC 1).2=388(LC 28),SQ480LC 3) FORCES. (IN-Mar.Comp.JMn.Tea-AIIMrce,251)(Ib)m Soercepl Mien shown. TOP CHORD 2-0=-811245.&9-S 10,3-9V8&172 BOTCHORD 2.11 -195463.11-12=-195163,T-12-19&"3.7-13=-19A463,&l Y-195)463 WEBS 36-508214 NOTES. 1)NAnd'.ASCE 7-10:VuMl3 ph(Y..d,uaO VYd•101.0,TCDL=4.2pd;BCDL=6npf:h=Mft;B-76R',L=54R eave=68;Cat II; Exp C.Encl..GCPI=0.18',MWFRS(dvecllonap:Lumber 001Me 911,DOL-1.60 3)?This Wet Ilea been demhis truss has been bin bre finny OD load of 201 onl DUE bottomcoMl ell areawith an, ses,a recant 3601NI by 240 wide will \\\Other DOE beft. \as LIS iI/p. A4T444 I between the pons.mol end any Miurnmdars. p\\ NP... . . 4i 4)Refer to 91rd4(s)for Ends.to busy connedmrn. : �G. �GENg'• /01, 5)Provlae mecnankal cannedi0n(by 0men1 onmae to beads,plate capable&wmslenainq Ino 16 uplln&IDH(,)5 excopt Dlgbl4=no � <S: F'•.• ,2=195. No 53681 6)-Sw6rl,dd xUldrypka lndudin9 heels-Memberend exilymod&waswdintbe eSUINII no deign&thletrun. 7)Harpers)or Other connection chemicals)mall be prnidetl suMcant to Support concentrated III 811 IS duan and 51 S up at 1.8-1. 1F: 1151bdownand1191bup& 1.61,021bchownantl914upent - .771bddwnand62Eup Qt 4 D.wN1125Ibdo ruUl 97.1-15,md 115lbodunand 111 I7-1-15qnroPmard,SIU1351buped 1$1,381bupat l-&1,12SdovmaEW1111 pal 4+D,10 below End 121up M M and 41 S down& 7-1-15, nI to dowantl Olbupd 7.1.15 an boXam GIYd. The STATE connamon deviYm (s)is the rampeibibty&Others. ��`•, STATE OF :�4J` 8)Inthe LOAD CASES)abodon.badsappliedbthefaw&rhe trvn are noted asfrOM(F)0rbeek(B). ��''�•;O40 R11Op:G�?; LOAD A EDE)Livendard tl)'.Lumbar Inueeae=135,Plele Incroase=1.35 "'49/0NAl- %%%%% UnEorm Lown(PIT Vert 1.4=-54,24-2D MkhSN S.III RE No.538B1 Concentrated Leon(Ib) MRM USA,Inc FL Can 6634 VM:8=B2(F=51.B=31)91 B=33)10-89(F-55.B-34)11=38(F-1 9.B=19)12=1(F-D,B=1)13-39(F-2q 11-19) M Parke Ent Blind.Twm R.MID Dare: May 27,2016 Qw4AlaXa-ower aanw p........1-0 Nw-Ox-ANOYewOeO III BES USE, gar �. 0tapn",drw.u,M wiMµT1,010nneno..rn sen nbba.eeonNlNe�a p�palremeh�ena epogMFwc a1Mr c uItch mlom.urea are a, mO a,,gmmli...f,tl.e sPmo emp^IM,thaoamu mm et adere nlpn. lmdnp inelcare ielaapee;err bodJn rIMINEoolrrvo wed onalachvemerlen onM al lempuaeW^^cord,,In- .E- aerbm.ma aalaµrmaolmamrabnlury ansa dIn "Idn Idth ddn`w PmanellI a,d P,wNIddW W.ec Decorah Wleence nth E-r-ow dei hleromciva Rale-1r.e'31BN.Wrol.wYal2>IenJUNIPHI sund 1Y�Ye.wa-aB era LCY BUYIp<wpaneM 7B4 P.Fl IDanrpNa. job OR PM mr1 IobH)H Xie DIMiOH,LL XIPGIROER TmW.m.olGGmwmMr, Mhp.W )810eNrlinfuNITek bound n[11Mry 9 W w 1parlPpe1 ID ViKokwFill)(W bµlY06L@CnbWaiMYADOciWAwn�22pPo56WLpIByF5ECM3J a+t] I aria ' a4-12 a1011 3 Sai its, e Ib 2 A 0 2 e � h t B a 0 5 4 1.Sb I Sm ne - LOADING(paD SPACING- 2-09 CSI. OEFL. In (lac) Vtlell Ib PLATES GRIP TCLL 20.0 Plabi GnP DOL 1.26 TC 0.31 VM(LLI -0.03 6-0 >999 210 MT30 3441190 TCDL ].0 Lum6e)DOL 135 SC 0.42 Ven(TL) -0.08 58 x899 1B0 BLLL 0.0• Rep Sime Ma NO NG 0.12 HOBQL) Moil 4 Na Na BCDL 10.0 Cede FBC2014inIft W IMatrm) W0i9M-.3316 FT-M% LUMBER- BRACING. TOP CHORD 2x4 SP Na.2 TOPCHORD Stnwlural wood shoMhhg rerece,applied or 6A0 cc purith, BOTCHORD 2x4 SP Na.2 BOTCHORD Rigid miing circctN applied or l DD0 o,6oni WEBS 2x4 SP No.2W Mnak recommends Mat Satellites and required ansa madply be IrradiatedIrradiatedduring se erog ¢ MR In eoMance with StabllMer mstallabon guide. REACTIONS. (Iblurs) 1.193x4610,3.13WMachanlcat,4.23WMe&anicaI Max H=1=118(LC BI Mm UpM 1-n(LC 6),Y 112(LC]).4-42(.09) Mn Grav1.341(LC 29),3-IM(LC 1),4=236(LC 28) FORCES. (Ib)-Max.OampdMex,Ten.-Allfarcea 250(lb)orthe exroptwhen shown. TOPCHORD 1-7-493MQII.2-7 -402J176 BOTCHORD 14-1771425,ll 771425 &10--1"1425,510-1"1125 WEBS 23-1691196 NOTES- 1)W rid ASCE 7-10;Vi Wimph(bsecund guatl Val 101 mph:TCDL4,2pah 9CDL-9.Dper;10-761t,L=5411 ea moaft.Cat.11: Exp C;En el.,GCpi=D 18:Mer(directional);Lumber DOL=1,60 pMla 9,DOL-1.6D 2)Thla buss has been designed for a 10.0 per bottom chore live Mad renouncement with any other live beds. \ \\\231111 ry,E / 3)-This truss has been designed fa a lhro load of 20.apaf on the bottom chat In all areas where a rectangle&60 bill by 2-M wide w8 \\ 4/ rn between the bWom chord and any cher members. �p �pEL S. 41q p,, 4)Rader m gImahsl for wad to was comnenwrm. �`w�G;•\GENS;•.,GAO 5)Pmvide mechanl l conneaim(by Mhem)of wss to beamg plate mpople mwAhOanding IN 16 uplift adloini L 4 except Ql-Ift �. C; V (�` 3=112' . No 53681 6)"Semakigic phMbreaks including hi Member and NMy macrease used'm the analysis and design Mlhived" �•� 7)Hengegs)orrehermooectbn dewiw(g shall be provided sumaem to supportconaemmled load(q 5911,dawn and 53 b up at 1+10, f.. #; ) A p its b down and 11916 up at 1<10,90Ib down and 90 b up at 4-2-9."Ib dam and 62 b up a1 4-2-9,and 123 to down and 131 to I--� 3 up at 7-0 ,and 115 a down and 11111,up at 7-"on top sham,and 39 to up art 1<1D,3811,upat 1+10,1111,dawn and 12 lb up l:-flzz at4110l6 down and 12 to up at 4-2-9,and 3016 domes Toe,and 3611,down and 016 up at 74H8 en 1,ottam chord. The %- jO STATE OP rLJ: deadlithelemion of such con hmakin devems)is the numerable,of others. : 3p 8)In 911 LOAD CASI section,bads applied 10 the rete of the truss are named as front(F)or back(9). LOAD CASE(S) Standard /SS •••• N \` 1)Dead+ROof Live(balanced)'.Lumber Indrel.25,Plate Increase=135 UnVarm Lead,(pin ,at E\ Van:1-3--54,1-4--20 Mlchael S.Mif PE No.59681 CmwMMed Loeda(to) Mink USA Inc.R.Cart 6634 Vest 2w3NF-2,S-W)61B=1)7-83(F-53,0=31)8=06(F=-52,B-34)9-38(F=19,B=19)10-30(F-19,B--191 6QM PdM Fast glvl TamesFL 9;W1U �ppya-�' May 27,2015 .aRMXeVow,a- au ueuw¢me an Ra)Ee,,a as-11 lon1- NREFERENCEndI ni a 111 o le'ONmaBEEORE USE. „f• wwnswea n.a ants donMon.A6 eerwnk bmeeenHuponpmam iscrrMvn.o and p41ao Fnebleuel Lni]eryrcompearent nn an km. ancom,e. a wn,1 +iprer murlveg of'cl son two lllry an cranelerswder,orw cmpaoe ¢ torten eomrnll wawaso moor. eacnp kmano of pi ate ,w enth 'clod"I and mommmeae rn 'kre°^e MITek' ifadv w¢I'ea red ne,v prin,rofHonoanmewnmm son,andprep¢f1 mwWw .res a:liwrul glui�o°eereprtlM1ag lY.e� eMcomn.rheae.anoaso-Inane�nboUpel Iar is.dwv mkm,mRxs�/lan coolly CMMv pse.elnneealeuWlp eemaaeeM aWPW.,a eaWa4d¢m¢Ibn—no as rromlmn Here InnaNe.118 N,tee Slreel,SUIle Jl2 Rkmnbb.Ve Y2914 Tuned.R Maln Jrp Trves va TYpe MN' PN iei1R12 taMaw HN DNkean nr aMm t 1 - ineWNeulgrq CemppmMe. YMeqW ].wlleM1e 218 Mliakln0¢WYe Ne.MYry1]OesOWMI18 Ppfl 10231VA_rFs1XT'JhpIM]b1AZCMN'CWYAKDca6PlYMxm9222pnG55HApp19gFSzCMW f1- S1 V6� Wt-] S1J 4 awe•azx.e 10 4 u m s e e z n rz HU] n FEe >sa4 z.a- H eaa e,ps LOADING(pal) SPACING- 2-0-0 CBI. OEFL. W (Inc) India w RATES GRIP TOLL 20.0 place Grip DOL 1.25 TC OA9 Ved(LL) 4.04 6T 6999 20 MT2 244/190 TOOL 7.0 Lumber DOL 1,25 BC 0.51 Vii -0.11 6T 8999 180 BOLL Go. Rep State Ina NO WB 0.22 Haa(TL) 0.01 5 Na Na diii 421b FT=20M C 100 C FBC2 4RPI20GT (Mete) LUMBER- BRACING. TOPCHORD U4$P No.2 TOPCHORD Structural Wood sheathing directly applied or 669 me Wrlins. BOTCHORD 244 SP Ni SOTCHORD Engel ceiling directly applied or 1400 PC bnGng. WEBS 2x4 SP Na 2 MRek recommends the Stabllbem and meuired aeae branding be inelelled during Wsa nom in,N ecwNence WW Slabil@w Instatemen ukle. REACTIONS. (Ibleire) 4-169Sdechanical,2402/6)-0,6=251Mechanical Max Hors 2.180(LC 8) My UPIW4--103(LC 8),2—N1LC8).Y 64(LC 5) Mar G.4=139(LC 1),241a(LD 28).5-129) FORCES. (M).Mar.CanRlMar.Tan.-Nlforcea 250 IS)or WssexceglaMm ancient. TOPCHORD 2-0=85W26B,8.9>685=,3.9=-649]18] BOTCHORD 2.11=2101528,11-02=21052,T-12-21W62,T-10=21W526,613=2101528 WEBS 6T-0.2663-8=5]41229 NOTES- 1)Wnd:ASCE 7-10;Vub-I3Gnph(3-aecond gust)Vinci mph:TCDLN.2pd,,BOOL•6.0i h=25R;B=76X;1-1151 Cave=6fi;CN.II; Exp C;Encl..GCPIPC18',MWFRS Wi ecllori Lumber DOL•1.E0 pace grip DOL-1.60 load other him Wads, 3)•ThI tru2)This es heat been des gned far aas been designed for a OMa Mad a 2.pato the bottom chardinall areaany where a rectangle 346tell by 2-a-0Vdde will ��oePE�Ig F 04j Bl behxeen the Wtlan chi and any oMer member. 4)Fisher to glmada)for truss to tww coimicons. : NrJ- 6EN•''AQ]i " 51 Pmvitle mechen'Alcannaepn(by alhersl olWnta beatlnp plate WpaEle al WiNaMndlnp 1001b upPo e1101n1(eJSexapi(fl-M)4=103 � �:'VV S(".Q ,2.21, No 53681 6)'Sem4dgld pilchbroeks including heels"Member end mlry madNwat umd]n the analysis end design Cited.buim. T)Hanger(q or oche cmnaeipn devices)shay be provided gdlkientto support Concentrated Wachs)591b dwm and 53 to up at 1-61, 11511odmnand119WuPe 1.61,90ILdo andWlbupM4 D,T2ICdoW d621buPM4 O,andi231bdo and131lbuiC 1 {r al ]-1-15,and 115WdoWv and 111 M up at ]-IA5on top chard.Ntl]9M UPa1 1-61.38HIM,all-61,tt lb tloeal and 121hupe a4-0,)D W domand 12 loop M 4-M,and baoxn at 7.1-15,and 36 W dmM and Dlbup al ]-1-15N batlmn Mad The -J3 STATE OF : W Z dongmatieri off.cmneaion dei le the raepanelhnlry or ocher. C)•• 40Q 8)In Me LOAD CASE(S)section,Wade applied to Me lace a the twee are noted as front(F)or back(B). ��j T• �� Q P'NCS yAtcS'•..O R 1.. LOAD CASE($) Standard 1)Dead+Rod LNeoflancetl):Lumbar InGeeve-1.26.Plate thromb 1.25 'A44AS;..NAsp A9AA� unpim Lead.mm Vet:1-4=-54 2-5=-20 MWhade S.Nil PE No U681 CPncenbetatl Loads(Ib) MRek USA,Inc FL Gad 6634 Vem:8=83(F-53,B=31)9=M(F-2,8=33)10-d6(F=52,B=34)1I-38(F=19,8.19)12=2(F-1,B=1)13--30(F-19,B=19) W Farm East BIM.Tame"R 33610 Bale: May 27,2016 AWaeMNPVNHtl•¢MO-'n+,•MW admi op.Wa1MCLWPOWIERREmEReNCErum'NF]a]em.la�YMl,.FfoRE OeNPWo wfelwmeonMe mWieNMcpnnetlm.Iblsenlpn66aetl U-i"p«n_I Nwm.mtlkMnn MFifumb^16Fp cprrp-nenl.npl m. Z a neem Ingae�lammnrvmry mewprkne�mm arum p«.,.el.n era w�•m Mmp«pe naeYPn N.me..ew MiTek' e. ineaingn.e,an�a'��ai�leeal.pm..m6aauw.I�nbbaapl mn..,eb poet«mwm memeen Irw4aam«,mlemwmrv.na pmm.nenlannhN «nuban noel.pm'em veYip»Wmeo.abb pe�wNlnW^?v�mnt/pWeM ammGe. aen«mp¢Nnneerevp,aFe me euNrylnlemnXme.v.i'.ble howl mPe�ImlMub.lzlm Na-CCu.5JN912'ir_ b.IV�M CN-ae.aaaNantl aCSl epltllnp C«ppneN mapaP FL Eaa»paM. Jcb Tim Trvu Type Oly M/ ta0aYl5aI WXW, 1mi ..on isi owasiost. Hla ry,W 119Wa MP la Ala..—lnMeVbr.la, In MyT W:A61 Ala pass p ZSIOA-vFsIMJbNYDbL&Cls0. oGYHIByb z1S5 QHWMxVVM"y%cMEm CMdl bei M? o s1a0 ea.1 w.,z lana all= Xw n 9dle•dol s B e add r all\� 9 , ] e ,0 yxq= soo x1= s Sm= 161s ab o LOADING Ipat) SPACING' 960 C81. Di n Ibc) Poen bd PLATES GRIP TCLL 20.0 Pate Grip DOL 1.25 TO 0.63 Vetl(LL) -0.36 S] >6M 240 MT20 216/190 TCDL ].0 Lumber DOL 1.25 BC 0.]) Velt(tt) BCLL 0.0 • Rap Strew Incr YES WB 039 H..(Ti 0.03 5 Na ole BCDL 10.0 Cade POC2014RPI200] (Mlle Vol 10110 FT•20b LUMBER. BRACING. TOP CHORD N4 SPNo.2 TOPCHORD Sllutualwoad aheaNinp dippi applied cr1815 ocpurlina, except BOTCHORD 2x4 SP No.2•ErmpN end venirals. 14:20 SP No.1 BOTCHORD Rigid wMentally ectlY&1 y applied or Oc adding. WEBS 2x4 SP Na.2 WEBS 1Raw al mMP1 35 MiTek re...do Nal Stabilizers and explood was brad, be Instated donne soda eretlion,in e0aoraence wXb slaall:x dna anion wn0 REACTIONS. Ilpftmd 1.7251698,5=]21ii Max Had I111 12) Mix Uplift 1-143(LC 12),5-229112) Mas Gds,1•74NLC 17).5-1 17) FORCES. (b)-Mas.COMP.N=.Ten.-M bands 250(b)or baa except Mien shown. TOP CHORD 12=121W383.22-1116107,22—Sit BOTCHORD 1-]•222/1101,6,] 90&515,610—]02/50.5,Si0-302/545 MEG 2-0.283/3)03-]-15116]1,32—]21/414 NOTES \ \\�`III`GI/144 4 N TES ASCE 7-10;VUX•190mpM1(beconal puny Vead•tO1mpH;TCDLM1pat;BCDL=6.OpM:h=258;B•]011;L•510;save=afl:Cat ll: \\\ 14 Ezp C;End.,GCpI-D.16;Mnsni directional)and C-C Exterai 61d to 561,IMeria(1)S61 to 12-114),EHMa(2)12-11-0W \\ N{\ 4f 6� 18-8<ione',C-0for-embed and bmes6MWFR5for roanlone mown;Lumber DOL=1.611 plea IIIOOL•1.00 `�� ENS.-;�'i�'�� 1)Provide adequate draawga to prevent water ponding. 0)This W W hes been aleagneal bra 10.0 psi bond-cM1Ond Inde baa nanwnwdeniwMh any olM1er live batle. I 4)'The was heal bean additional mra live baa of 20 Opst dl the boBam mond In all ales when a redingle 322 tn1 by 2-09 Mae wan —.� No 53661 M between Me bosom cnod and any other members,with BCD✓10.i *; •:*'- 5)P.M.memanbal daidd n @y others)W truss to beading Plate at Joints)1,5. 6)PmWa memanM l cmnenion(by olhed)of Imes to beedn0 plate opable Olwxhsdndinti lW lb uplift at)clM(s)except Ut=lb)1=143. ='0 /; — 5. n2 9P% STATE OF :��/Z >)"SemkiOM pllmbreaks inducing here"Member and lvily model was used In Ne analysis and design 0 this i.e.. z44SS•yONA t011" \\ Michael S.WOW PE show61 Meek USF.Ind.T Cad 6034 6004 Palle Eat BMd.TamW 833610 OMB: May 27,2018 pw< .wga.w„>naneWe.�nMdapxpdoul s &P wCLwFD aarax R6aMaxrd F.a6dlwrnraw..IdamraaFFOFa aaa le wiaw wan W1419wsessor sst engn'e naeeomupwiplonp,m,No...vw,anlolu,lmmewemlenp wmpw,em.,n1 t=miebreuu.to wllmnpee�IP,ermwl.enM me applcabllly aleylpnpemmelen ell wlylrcamoMelMee�y,momeowaol ou .�e,or llnwaiwlt XRe,.. dopoiMh Whbutluan lHuniendpropemyd n�h. awmnmlempwwv ane pw„wneM wolne jT@k cx or elnrycna lnpe.enleelpu Mx pmYbb peronallnWry onepopwryeemge. WaenmolpuW^cawW,eYq m. ra waehgol humcne mm mlwm,v. .ax 1(1 Wendy GXMe.WHvene neY duMlgcmmpelwnl eapIFMS Win {elsly IMwmeeXen earl hblree1minw YGbhnXub.318 N.LeeaM1rl,SUXe al],PlaonLrv�VP]91<. Lmp,FL Yn10 JobTrw Thies Type Ory Ply ]a]t]nn 1. h--I Trvub Men Bltlp Componen. Mey.bR 1 TUO6M,19=16 Mnek mess./-Fe May 21 G.5051016 peasI 1O23N Ylis1%TYJbPIIyO dOCfatl_eGVHIByBWlx1 B5MX gHG ME Nv4Cy%oMEnv all di 1174 t 11 1L10U 6}l, fiLp 111-1] 6-1] LLB 5W= fisc.-I Ba B 12 4 13 s eeP l2 Mw s 2 n 10 ei]y1 t a 6 ] u e w'x— 3.10= Mm= ctoo si 5sa LOAOINO IPa7 BPAGNG- 2b0 GSI. OEFL. n IMP] OdeO Lb PLATP-0 GRIP ]CLL 20.0 PIeM GnD OOL 1.26 TO OA1 Me111LL) -0.19 6.7 >999 2,10 MT20 24M19p TCDL 7.0 L,mbn DOL 1.26 BC 0.58 Mee(R) -092 6.7 >740 100 BOLL O.0- Rep Sbeeels, YEB WB 0.80 __(TL) 0.03 6 We We BCDL 00 Cotle F,C20I4TP12OOT (Metra) Might lb FT•20% LUMBER- BRACING. TOPCHORD 2x,1 SP Nei TOPCHORD Slmdural wmtl ahearMng directly applied Or 4.64 Purim, except BOT CHORD 2x4 SP Ni and vem0ala. WEBS 2x4 SP Nok BOTOHORD RI9Mcad oyacdby applied Or 7+II ciImeng. Mnek ummmOnda do Stabilize s pnd rwluFetl UOaa bracing be YMIeMtl durTg Vuae erHion,in accwdelwe wilM1 Sleblliur REACTIONS. (lours eJ 1=72510.2.8,8=]25/0.2.8 Ma Hors 1=332(LC 12) Ma UpIR1•-151(LC 121,e•-221(LC 12) Max Gra,1.725(LC 17),e-74U(LC 17) FORCES. Bb1-Ma.Comp/Mex.Tom.-All MOM.250(11 Or dna except amen Moren. TOPCHORD 1-10•-1210421.10.11-IIW426.2-11+-IM714M z-3-]5]/292,312-435/!17, 0.12•.6351318 BOTCHORD 1-9•=21JJOT!,8-9=-621/1077,7-8-621It0A,2-A-223992,1]15=.22Y192, e-15•-x20092 WEB6 2-7.51/149,0.7.469/,135,LE=A7&<O1 NOTES z)Po�10 zo GCP-0.181 MegebprevndMwix~gonRS rErMeadl�orle)shoserr�Lumber DO i.sovte fell,61 to DOL==1.60 2111--o 10aL II, ``,,w6\? LEN FgGi 3)This"n has been deigned rot a t0.p Pat bodem boom live load nonconanent cash eny east live wade. a No 53681 4)'Thistruss ham den designeft h ra nve r ad 0120.Opat on ins bottom chole In all area6 where a rsOtan9M 35-0tall by 20 vdda will =� m pages n me bottom cboN and any other members,with BCDL=10.0pe7. s) Pei medlanical eonnedlon(by Oa era)of mile to bearing PIMe al Jii 1.6. Y {r 6)Frwlds meManlwl wnne on(by�MOM)of"as to benne PlMe capable of widaanding I Do he uplift at loim(q exc i allb)Y151. 7.O, { ��J�(x7v! /' 6=221. �9�L STATE OF iuJZ ])'Send-rigid ptichbuaks Inducing heels"Memberend fixity model mise used In the analysis and design NNia Wee. (V� •AvSS+�ONP.LEr1,3�� Michael S.Mi PE No.63661 MlT,k UK Inc.RCan 6535 6904 Pence Eul BM.Tampa R33610 Oa May 27,2016 .vwya e,Mrre—roup rh,e Ig 74 r, wCtuuaaw]aeeesaExaaaah m.a u6 bhearoREwa. �• bear, se- eend ra.,— calm ur.lweo a, m.mi.enh,taep or.emoe�melen tar,.. di arae�nermw se,mese---nr.eel teme�we.tlwwelnptl11 ma smg 'O MormepNUeeem oaeirerme Uo M,<aoo�.lel mrfoemomeo.era �°e„re",.c ae,w- ,calm,ee e,e cre.t mgoWW ociennimens/ash.,limes. caltralaiwre�mae.rmec emm.le,eeHc MiTek' eMry.rtyuM rrve,erensm canc,bi.1m p—rPenole , eye Prepay creiwae. ea ma-wamne—In- me lbnl:nemrrvu pww�w`m�rozleH�l.�.sireel.swr`.i12 eM.va�"vn°s4aai�em.m.pn.al..a aealwwmp eoe�pe..wf .:,nein xelo'' job ruse Type Ob PN te(30]5° JI pen p Tarinm TueNlel BupryCprPww4. MMry,W 1)840.411.Mia MTrtrewax.,Inc F1'M12]asioll 1B Rpel Df9W FsIX' JbNyDbL UW-i_avVeC DBghp3488NBTVCaIu° lS5WU MEH m :Ao da -00 Sub=18] S 4q 13 2 wd e 1 a 2x1= ire LOADING(pi SPACING. 240 081. Di In (bc) i Is PIATEB GRIP TOLL 20.0 PIXe Gdp COL. 1.25 TC D.1] Ved(LL) 0.00 2 >888 210 MT20 2MI180 TODL ].0 Lumber DOL 1.25 BO 0.01 VeNTLI -0.DO 2 >888 1B0 BCLL 0.0 • Rep Seen Mor YES AM 0.00 HoaTy L.00 3 Na We BCDL 10.0 Co de FBC2014,TP12007 (Mands, light So F7•QP6 LUMBER- BMCING. TOP CHORD 2x4 SP No.2 TOPCHORD SOuctural wood sMMhing directly appind or 14a ac gilts°. BOT CHORD 2.4 SP NOF BOT CHORD all ceiling dlremN applied or 1040 ob braang. MTek remmmende the Stabilbere and required=ae bracing baseballduranp lens(ere. in acwNance with Stabllleer Inelallellon uMe. REAOTION3. M:x H l 2•I3pLC 12) kat.2=18]IOfi-S,d•81MetlrBnical Mer Hwa 3M3(LC 12) Max Cray 3.13(LC 2)2-173112),. .1all e) Max Cray 3=5&LC 121,2.16)(LC 1),4-1 all 3) FORCES. (Ib)-Mea.Cannibal Ton.-All farces 250(1b)or lea except when shown. NOTES- 1)N d:ASCE]-t0;Wft-130mph(3.nd 8uM)Vead-101.ph;TCDLM.2pd.BCDL=6.Op°I:h=25fl:B=7M,,L-5411',eave=60;CM.II; Exp C;Encl.,GOpk0.It MWFRS(dlrxtional)and C-C Ex1Mor(2)zone;ports IM and right exposed',C-C for member and forces 6 MWFRS for reactions shown:Lumber D0L•t50 plan g le DOL-1.60 2)The truss hes been designed fixe 10.0 pd battam chard live load renconwhernt with any other live keds. 3)•The tensa hes been designed fora live bed of 20ol on the bottom chohl In BII areas where a rectangle 36L tell by 240 w de will Bt between the boom Mord and any other members. ` YLEL 1S g1a1 1 A 4)Rear to glNah.)for tmm u to truse nn°Gens. s\ I 5)Provide meMenlul connection(by otherq W W»to hewing plate wgble of wHhatanding 100 lb uplift at 13,4 except Bl=lb) pG\"p b7,y y 2.173. ♦ GENS'•.Ci 6)•Seml-rlgld pitchbreaks including heels Martini end nail,modef was used in the ani and design of this orae. � �`;'\,\ (.• •,O � No 53681 3'*1� a • STATE DF ORI Mkheel S.Mpk R NosmGm mad USAIIN.mCed6631 5901 Peden HM BIM.Tama R356f0 q : May 27,2016 occur I Qwx Mxp-vmyew�rPer.er.rw.•+aaup Berea Pn ru i Aamwawap rmax rrraxxeaeAaaaw.am,...,a birivi ��• mN.'rIM mecl 1rrY�bnh Mreh aNyu n pmelesgoxrt mtlYlarm lMMAwlbuNnp conrymeM.mr ne se a ryrne 4ahlFly�deilpnppremebn orae propvly lnca..1.1 dmlpn Molheomal ry mem aalrrelrrAxx p wai.wry olro'tlPemaa�w°x. oetl...+aia�iem^a orr..rl braarra M1 ek• e° as r,enwmrem..e ensl/1n°^awmrycmenp.osedv ora Lcn arlsallracwnp°hem sew P.ru F.nalw. 5°�ery eNarm en Heel ore nss ateFl��e'RIahN.Lee Slreel.Su11e 312 AbmMM. Yllll Tempe,FL X51( :JW TroiaTee TyT. Oty PN Thi e Mss E x,0ge i 1 TnxNxxMMn mWnwla YyyayW MMuMcUwAIe MITek;;;; +,ks.MMry9G:6p:NM1e Pp,t IO:I]14A_vFet%WJbpUYDGLtlzCIWKpRKOF505hGry_K.pG31JA8u4E0aUmIpI3i58zClMD 1h0 16O stairs= as W a.w w Id 9 2 'a 1 a 2.= L AADING(peq SPACING- 2-0 Cal. DEFL In go.) IWO us PLATES GRIP TOLL NO Plate CHIP DOL 1.2s TC 0.21 Vet(LL) 4.W 24 . 240 MT20 244)180 TCDL 7.0 Lumber DOL 1.2s BC 0.08 VoCrL) 4.01 24 .888 180 BCLL 0.0' Rep Sheet Into YES WB 000 Hea(Ty 4.0 3 We Ne V Gid'gM FT=20N BCD 100 C FBC204? 120D7 (Marg LUMBER. BRACING. TOP CHORD 2x4 SP N0.2 TOP CHORD StroMral wood shallots,directly applied ora wpotline. BOTCHORD gas SP W.2 BOTCHORO Rigid roiling deadly applied or 10.60 ac bwcng. MITek rewremands that Swbiliess and Zone too.bracing be rebelled dutlng trues erection,in eowrdenw w3o Slabllaer Installation guide. REACTIONS, glanae) 0-4311Vechanical,2=22a ,4=2irtde0animl Max Hors 2.68(LC 12) Max UpMtA24(LC 8),2-139(LC 12) Mu Grey 3-,(LC 1),2.223(LC 1),4-64(LC 3) FORCES, (so).Max.ComP/Mm.TOM.-All Micas 2W(to)or leas exmpt when Witten. NOTES- 1)Wlnd:ASCE 7-10.VIM-130mph(3-word oust)V.W=101mph;TCOL=4.2paq BCOL.6.0pef h=25R:B=76"RE for reatlbna ehmyT; ears-W;Cave IL Exp C;Encl..GCpi=0.18:MWFR6(dIMIN at)and C-C Extedor(2)ztnAC-C mr membra and fil6 MWFROr Lumber DOL-1.60 yleae gip DOL-IM 2)This bum had been designed for a 10.0 paf bottom chord live load nttnwnwnenl w6b any other Ilse loads. 3)'This tmm has been dmigned fee live bed M20.0paf on the bedom&.d in all areae where a rectangle}64 art by 2-0.0 wide vA1 Mi between eye b011om chord and any other members. sap11111111111j 4)Rata to OlNap)for Wm to Was mnn.dWM.. Ae4 EL S. 1/ 5)Provida mechanical wnnwion(by others)of truss to bearing plea,mpable dwithstanding l Mlb upl6t at loint(s)3e.mpl N Mq=lb) A,A ... 4IA' 2.139. `e`t�G.�`G E N SF;n'ip 61"6embrpitl phchbraeks Mduding heels"Member and fixity model was used In the analysis and design of this tmas. y*� No 5}3661 *� STATE SOF :4uZ ww'ISS�ONALE�bA3, MINRWI S.MM1n PE x0.53681 MITek USA,Ix.R Cad 66A 8904 path Ext Bred.Tempa R.Mia Detn May 27,2016 Q w�aMxa.vxxv a.xe,pw.*.rx.wxxpxprta ox mx4x0 anmmmwxnWrtiaxcavxaexe.ina,...,smnmeeaaxuee. . oma..mw�».,�N..�u w,n.m..m.=r...uxexlp. m»e.my.w.o...».t.amm...amxi Havwwh.6ame=.mp..�.m..m et.au.yn.me ».rx,b�xwe,�p�e,m.,,.xb�appm�e.�yere.,lwpxa,,,,,.,,a�tl Im�x.t�tl„M� I»m�r MITek' weelxb.v0.. �.=yx lwmm.axtO P...me�.yPre ormameumm�a..,e a.eio,.wem<mI>"rp ealno.oimmwarv..d p.�aa..m a..rre xabw,mw.erxn..b set.p�..,r=.n.o.-sit mw P..=,wll.lwx�e pmp.ey e.m.p._ p...w aw.n«,.a.alm me .�i.r`yiwx„».''n°ea°'o..ea'wmm:nm:�,M°eliieu.e.im•vs:n.iiixww Waaoma.p Cideto bsa.el..aen emame e.rw.•.+ rewww bra. JaE Trues Iuse Type Gy Ply nam? 160W1N A Le4opn 1 Truesu.n9anry CWnwwtr. IaMq.aA 11--ferr lemuxlr:x mweWelna.fneii ad for as 20 1.Pass 1MMObtA vFsl% JNUYWL@Ch BCIhGLY3s NC iiRRWW9BIJIF20F WYUt WB 1Lp - 180 Syp 1 Srye-1:19.0 e 5 mV inf 2 LOADING(pe0 SPACINI 2-00 CSI. DEF- In (loc) WM L/a PLATES GRIP TCL- 20.0 Plate Grip DOL 1.25 TO 0.33 Vn)LI-) 0.07 24 »12 240 MRO 244/190 TCDL ].0 Lumber DOL 135 BC 0.31 Vei -0.0] 2i »01 180 BCL- 0.0 • Rep Somers Mer YES. AB 0.00 Hoa(7y -0.W 3 We not BCD- 10.0 Code FBC2014RPI200] (Me lru) Mbgn:10N IR-20% LUMBER. BRACING. TOPCHORD 2r4 SP No.2 TOP CHORD Simtural woad sheathing directly applied or 51 oc purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rgid ceding diedly applled or l 0.80 eo orchid MiTek recommends Mel Gtablllzers entl roqulrod ams becbp reinstalled ro d turn,ounce ecllon,In e¢pdarla With Btsbil. Installation guide. REACTIONS. (located) 3.110rT1echanical,2.28505E,"Whilstlnicat Mut Hoa 2-941-012) Mak UpIX13-8](LC 12),2-2071LC 12).4=39(LC 0) Max Grew 3-110(LC 1).2=2$SLC 1).4=94(LC 3) FORCES. (to)-Mar.COmp.IMsr.Tan.-Allfortm 250(lb)alwa exceplwhimmown. NOTE& 1)'Viend:ASCE 740;W8=1S from(Saand auto Vausi 01 mph.TCDL::i BCDL-e.epaf,h-25ft B=76R:L=54k,eave3g;Cat.II', Exp C:Eni Gi.18;MWFRS(diro torah and PC Etlerii-1-8-Oto 51013,Interlei 3-10.13 to 41 LI zone:poN1 kR and thin expaed;C-C for members and farted 8 MWFRS for reatgns shown;Lumbar DOL=1,60 plate grip DOL=1.W 2)The true.hes been designed kr a 1D o par bo0am chem two load nenanarnme w1h any eller We bats. 3)•The trues has been designed kr a Ike load W 20.0pa10n the boom Mortl In AS areas Where a aNngie 5&D IS by 2-0-0 Wtle will M btween me bottom chow and any other member.. \ 3\EL IS IIII II 4)Rter to ardenin for trues to Was connections. a\ I 5)Provide mechanical connetion(by them)of trues k basin,pleb olot.IsfeiMatanding 100 b upiit at Pros)3,4 exupt at-lb) \ \�P Mq'III 2.207. \\\ B)•semi.rigid pbNbmaka including heels'Member and Nly model was used in the analysis and deapn of this tmu. �\;'QAC E NSF•.•IO No 53681 STATE /OF :u / OR1� �: IIIISS"ONALS �\ Michael S.MEgM HE Ho M681 Mi]ek USA.ins.FL Can SAN 69N Parke Eat BW.Tampa FL 33610 Date'. May 27 2016 pwAmalm.wp.e..yipvwm..wuaaxerEs ox+ws,wp wcLwmrru areuxcavlaaxn'.ra],..a lOWrsole9afoRE lana. _- rmaresvan ve.r'gn.-.math.11,:bi.1...a Faii mI..and.mr a�i,ai�i:1 u.nan=omp�em.�m ��e atm pmoi and P.eedylnc —1 Mims ewmnoe.�.an°ex.eno lanai aekld mwdxMq dtaaeaddlwa..ebawm�nmd r,Krneerr. .A thi MiTek I,'in4,Yei rveaWN mL to pnv�en�teCdldme Wth Welbk Witt—IIUM Iun m dnmoR. 9e°n g,Id.... WNn9M� � labi amerv.wai.r,iho—,.1—oda 1—wnel..red VI1a.mlb ext..ps..ee ani dol wramg e.m..n.m nii hie m`iola .eM1 erionn )lin wall.blri—T-01'to lmIii1w,2le N.hw1hW1aAh&312.AbvmM..v 22]10. . B JM TNssTNss Type Oly Ply mlvte t80eW5a is. I 1 77 1www.n .wwmu Mai lAbsly1e A18MTMIaaaaa .—Nryae ar so NID16 near D,MXZ.vFs1X'IYJ YDbLtl M$"BBCIM1GLY3 NGBIRRWN45FJ{ OF 110Y10(28CMEB -Ye0 aAe 6165 same-tae. 3 p BY e II Fx 2 5 VU tltltl e 3W= LOADING(W SPACING- 2.0-0 CSI. DEFL. F (Ip) oder W PLATES GRIP TOLL 20.0 Plate Gee DOL 115 TO 0]5 Matsu) all 24 >T01 240 MT20 2"190TCDL T.D Lumber DOL 116 BC NIT Mahn) 415 2-e #B1 190 BCLL 00' Rep Santa Ina YES VUH 0.00 Naz(IL) 4.00 3 We We BCDL 10.0 Cade FBCNI1 PROW (Matra( Ml,hL 23 Is FT-20% LUMBER. BMCING- TOP CHORD 2za SP N0.2 TOP CHORD Structural wood indeed,directly applied a 6 .1 poems. BOT CHORD 2xe SP No.2 BOTCHORD Rigid caling dim applied a 1 -0 oc board. MRek 7—snde Nal Bleblllzen and required!ams Gating be Ime flea during Wee eredlon,In eccadan[a when 34blllzer Innaanial aide. REACTIONS. gadlae) 3.165IMecbniml2=x9ro-ss,e=WMe *tical Mex Hoo 2.119(LC 12) Max UPIM3-105(LC 12),2=1<9(LC 12) Max Only 3=165(LC 1),2.319(LC 1),4-1 ULC 3) FORCES. Ebb-Mee.ComPJMaa.Ten.-All force.250(11b)ate.mmptwhd.snow. NOTES. 1)Wind ASCE 7-10;VuIF130mph(immnd gust)Vend-101 mph:TCDL=4.2pa[SCEA= ap.f:b=250.B=left;L•50111 mm 6M;Det.ll; Exp C.Encl.,GCp1=0.18;MVFRS tere.Uonep and 0-C Exlena(2)-1{ to}10-13,IGeriortl)&10.13to 5-9-12 ari for ember.and forma 8 MAI for reaction.shown Lumber OOL=1.60 plate grip DOL-1.60 2)Thb thas hes bean de sgnM for a 1 D pA bottom Chad Ilya load hatchoanart arm any other live beds. 3)'This truss has been assign for a live load of 20Apaf on the bottom most in all arms amen a masngb}80 till by 2-0 Woe will etteorotmesnconmben. m)Refer o gmer(e) Was to truss sOaa3a0L lS pygEgEAI 5)Pmvide mechanical cOnnetllon(by Mhera)oI WBB to bearing Plate capable of withstanding 10016 uplift attaint(s)exmpt at-lb)3-105, ,N\ NP •✓L9 I� x149. : wwN 'GENS-• B)"SBmFdgiiatchbre9bincludinghei Member and fixity model was used In the intense and desam orNla Was. No 53661 Ap p0.; : U pDi STATE OF :4` '�IgFSiS;ONA E�p\�: WayJ6.Mage R x..53611 11 fol Obi,last FL Bwl Times was:Pads East 01W.Tamp0.Seat 0 was: { May 27,2016 QW.rgNp.VUMyMYenpsrvnsMUMPEIamlEamlNV,1NO WILYOEOMIN(RElERExeE M.Emletl m.lvuNSleaEEOI1E Ye E. ..Awl wed M wn mN Wm MreAW<anacoss tlnyn a owed awn„ pumnelwn m.—orI boon in l_ua6^Idk B4 mw lana not M'nem.eborouu.me wlam.mnP,.,mmtvenN me oPPNndlah 1d.pn pwcmeten and wo eM a¢ nm oaela damn.den.n.6aF.N3cobeaalopeumfnumlrpullnaMaya 4uuveGur,tlfuenad memMnuMyo tldiianal lemwery mdpnmrnenb Nnane MiTek' e6.wwrequbebw nnearyaM lopewnbceNpnvMn porxble pennwlnNrvontl rypry��o��/c/babM..,arae. rairwd.uwenwrc.oNsw Me bltly lMw�nellm edvdeO1ydehom Waeple FMNe.b2 e1lee Sr eel,IDee3t2.1kmneaLmVxW�eHCBlwla.Wa.af end al3leWtllne Canpmsnr faras"L In s Jo! Trym Truve Type Gb pty ledsD7M Je a,.e I imvvv ineWN eubp'areal Msera, ... p, alun,.liaklnauvltlm ni Fe Mrys s .1 as as Mie Aver ID 23NrA_vFNX1rYJbpUYDOLezCbEJpez1 H IN3r_ONRpB RYIHFmMW2 ftCM 1� lotFl Emla-tt.] 2 1 a 9M= LOADING had) SPACING- 2-00 Cal. Di F (lop) VCM Ud FUME amp TCLL 20.0 PINe Grp DOL 1.26 TO 0.01 Vartigi -0.W 1 NJ99 240 MT20 241190 TCDL 7.0 Lumbar DOL 1.25 III 0i VM(Tq 4).001 M99 190 KILL 0.0 • Rm Stress Inv YES V.B aw Fare -0.00 2 we are BCDL 10.0 Code FEIC2014I11P12007 (MN ) Weigh:3 l FT 20% LUMBER- BMCING- TOP CHORD 2x4 SP NOR TOP CHORD Structural wood sheathing directly applied or 18 oc purlMa. BOT CHORD 2x4 SP NOR BOT CHORD Rigid ceiling dlrectty applied or 160.0 oc bradng. MiTek mcommende IFeI SYebillzen and myub oen bradng be nalelled dunlq Irusa ardtion,In accandi wM SY1i in us hadvn uide. REACTIONS. (IWaize) 1=35ra".2=25IMedian'lu)3=9IMxhandil Max Herz 1-14(LC 12) Miss Uplift lx-,BLC 12),2=-17(LC 12) Marx Or.1vdii 1),2-25(LC 1),3-1113) FORCES. (Ib)-Max.Carrell Tal-Afl forces 250(Itr)or leas eewptwllen vFover. NOTES. 1)Wind'.ASCE 7-10',Vu0=130mpb(3-second guam Vesd=101m m TCDL-4.2paf:BOOL-ti h=250.B=7B0:L=54fi:eavai Cat II', Exp C',End.,GCpI.0.19;MWFRS(directional)and C-0 EMenor(2)zoni for members and forces&MWFRS for reactions shown; Lumber Di e0 place grip DOL-1.90 2)miv buds nes been designee for a 10.D par bottom press live bed nammnmmmt wiles any offer IN.loam. 3)-Tbb truss has been designed for a live bed 020.Opsf an the bottom pfoN In all areae where a rectangle 1 tall by 280 wide will fn between m the bo0pm cnoand any other members. •pllleq/ 4)Refor to haNer(a)for truss to Wm connections. •R6a /O/ 5)Protide medmnical Connection(by others)of truss to hewing plate Capable of wObsfanding 100 lb uplift N joinds)1.2. •A• �pEl S. ,t,7 p/ 5)•BemFngM pitcrbreakeincluding heels-Memberend fixity mMM ever,used in the analysis and design dosis Was. \`-ENS CiO No 53661 /• % 'A-•• STTE ;'OF Mlched 5.Magid R Notal MITek USA Inc.RCarl 6900 Park.East BIM.Tampa R 39610 Bate: May 27,2016 Qwwxxa-v.F.aWNp.,.m.r.r.Newaxpnv oxmduu wpammaerax aasaaaxcawaa IMAIiIN wNlwumonNwlm rnew<onneno¢meeefw^e ea.e wrr�pm,Cmamelm Nara,ane. do mimmeum OWtlinp compmenl.rot O—v oixu rvnam semreum.lfewmkaaFUnarmNlr.mar m.ceoxmaly=IemP.Poem.re�.a�aw laddp,cwr.m•aergnnlolleo- tB/Yk WYdFpdma.. emrngFebaleeabp,e..m F��M,po,l�el�m,dm�..,ba�dla,.,�m,,.m�,, n. +��Hemp,,,y.re pe..� r�Fp MiTek MbhalM�Wagre.EellvellN esNecilennMelbm ulevlmmmugbnw mmlercr see�MR/tIII WerIycmMa M�ar:ela lCu duWiq cumpunera Tawvum Eml6lva faMylNwmoXOn aeoMeb lremTw gale FtllNle.]IaN.Ne31mH.5utle]I1.Pbwrbb.Va Yl]Il }erupt FL bSro Jab irws Thu TVFs ON PN Ie.psp7M x +wk-0Dem 1 mlra imeWu18ui1gCmgmMe, .—N Job IlAbelyrlaMla MIiNIMaeIM4lnc Fe Mry 31 is as la P,I ID23K3/LVFsIXWJLpVYObLd Cftd-KlbdH INY Oir't909wyhQwjGDmMM21f RELMM BO S.BO Sex=1BB S 4a tl 1 M= a e B0 LOADING(pall SPACING- 2-bD CSI. DEFL in (bc) PoeD 7UdP"TES ORIP Tca 20.00.12 Val -0.00 id >999 0 2443190 TCDL T.0 Wmber DOL 125 BC 0.07 Ven(TL) 4.01 1a >9119 9GLL 0.0 • Rep Stroh Ina YES V.B ON Harz(TL) -0.00 2 We BOOL 10.0 Cada FBC2G1MPI20W (MeMm he 9b FT=. LUMBER. BRACING- TOPCHORD 2x4SP Na.2 TOP CHORD Stru nl wood shealbng dimdN applied or 2-9H)Pit Win.. BOTCHORD 2wt SP Nat BOTCHORD Rigid ailing dirt applied or 1660..bredon, MITek recommends that SlaWters and roquiM Bae bnallp be installed turn,Wes eredbn,In eaaw.na wM Stabif¢er Inde0etion uitle. REACTIONS. Um,.) Max Hors 11"QILC12 Max (1-0 12 2) ,bORAechI)an12lu) MexGmviMB(LC1),2•70(LC1).3 l2.(3L=C269/)Mechenicel FORCES. gb)-Mea.C.mplMex.Ten.-All wrces 250(Ml or lase exadvmen ah.wm. NOTES. 1)W1 d ASCE T-1D;VuX lMmph(}.e.d Seep Vud=10lmM;TCDL4.2pa1;BCDL-6.0pel;h-291;B=764 L=54H;eeve=Dl1:Cat II: Exp C',End.,GCpi-D.18;MWFRS haredianap and C-C EMerkm2)zone;C-C for members and lora.&MWFRS for roeNana shown: Lumber DOtr1.W pled. do DOL-1.60 2)This Imes has been designed ror a 10.0 Pat bottom chod live load none nwnenl with any other INe bads. 3)'The Was has been cmuned for a live lob ot 20.ODet on Me bottom chain in all areas where a rectangle 3 tell by 280 widewill M between Me bottom chard and any other members. 433gp1.111/// 4)Refer to ginder(s)as,true to Wa annedions. ee / SU Provide mechamal comnedion(by Men)of Wes to bearing plate at joint(s)1. A\ea p,E� S- 6)Pmvidemechanialcmnwion(by DMem)d4ueatabearing Dlateapabledw8hdandln9100bupidaloinlpl l,¢. YA G�' qC /i 7)^SersHigid pildlbmaka inducing heels"Member and tiny model was used in Me analysis and design d this true., e��r•�.\GEN3F•��0 y -- No 53681 ; �Af /OF rSTATE SOF Michel S.Mand K x..53881 MDek UK Inc.R.Cb 8131 6909 Patin EW and.Tuna K 38810 Dm: May 27,2016 Qwxw.IMo.wmyrr../..m,r1..and mem x.rza oxnxssxo xrcawaoaarzxxFaruxce PAaawraa,... mD•een0cnmyrlei�,nuore.ameeweenileHweMwly,e�WIwe avneenWel,eeonmelrye eenvamPeep�eubk bmeyemenmreyc2neemeapxeml>aeImn'uY^De"a.'.rMaraea.wlu.eeonln alemnOun.o.mlaWfsawallllnwa'ceFaoommue ewreemenal u.-. rmNruoM r-g— leorusc. I NT e,1pped� ' o O .oel .e'Z•.webl eryal` aliYau,iopmNdNe�reel,ee,.lbeel. ,beeelm.� -wre« eeAedxeekm . °eff pmwel.Wecm,wharxe s.Mnlmmere. rol—St—t 5,1 312 u—ned.ruea14 F , ato 1 Jobw Thee aryye Ory by 1901159 I Jppg9m ieliMl ,...au npCmewY, M4'q,W 1 ITMpspr199016 WiaklnEu4M,R.Fn Mry3]p:W;6p Ata Rpel ID.MDUA_efa1XWJWUYI-doClsubramry IN31Orhod yMYOMrm iM IftelCMoll I be° I baO goes=1:li 3 .D FlY 1 3 2.a= LOADIND(psQ $PACIND- 3-0O CSI. DEFL. in (Ice) Well -dPLATES GRIP TOLL 20.0 Pate Gtlp DOL 1.25 TC 0.99 Viii 4.03 14 sggg 2.0 MRO 2.180 TOOL T.0 Lumber OOL 139 BC 018 V.d(TL) 4.07 id 11 1B0 BOLL O.D' Rep Slav lnM YES WB ow Hors(TL) -0.00 2 Na Na BCDL 10.0 Cue FBC2O1//iP1200) (MMY) Weight:15 F7=20% LUMBER- BRACING- TOPCHORD 2x.SP III TOPCHORD Structural eootl sheelhing Find!,applied orb&Ow lerins. BOTOHORD 2k.SP Not BOTOHORD RI9W being directly applied or IDDM ac decoct. MRek recommeMa that 6dbllben antl required wcea bradng be Inalalbd durinB thio PS. Am in eCCGdance wiN Stabilizer i s idlaft oats. REACTIONS. (Ib/size) 1=170N241.2=124I1MecbanlreL3W61MeDhanb1 Mex Hoa 1.611112) Mex UPIA11=621LC 12).1�83(LO f 2) Max Grev 1=1ID(LC 1),2.1N(LC 1),313) FORCES. (tb)-MM.CompJMar.Ten.-All forces 250 IS)or Ass except vMen shown. NOTES- 1)Pan@ ASCE 7-1 D:Vu8=130mpb(3aecond guM)Vaed•101 mph;TCDLW.2pa[BCDL 6 Upef;h-20;3=761, Lixi save=60;Cat II; Exp C;Encl.,GCpi=0.1Q Wri(directional and C-C Ex iw(2)sona',C-C for members and forces 8 MWPRS for reactions ehmi Lumber DOL-1.60 plate grip DOL•1.80 2)Tells thus&has been designed fora 10.0 par bottom chi III bed nanconcuront with any other,live betls. 3)'Tata imus hes been designed for a the bed M 20Apsf on the bottom of in of areae where a reMngle 3.6-D 1611 by 24.0 wide will m Celween the bottom G1ool and any Miler members. 1ga1a I l I kEg .)Refer to sell for twee to suss connections aTa •4AA 5)provide mechanical connection(by others)of truss m bearing plate at pubs)1. s3 NpEl S. •t, 2a'i 6)ProWde mechanical connection(by Mhers)oftwss a leering plate capable ofwnhNneing 100 111 uplift pim(s)12 ,1 ww�G .•'`•.EN•• (Tj�" 7)'semi-rI9M pXGtbreeks Including heels'Member and fixity model was used In the analysis and design ofbffi tmae p ;<' `S(.`•'• Y* No 5{{xr3681 -9% STATE 9©� STATE /OF S�,qcc•' O p�1• p'� � �eA2LejiSIoNA;E?G9�. Mli S."I RE W.53681 Mitek USA,In.R Cat" 69011 Parke EM M.Tampa R.M10 Dais: May 27,2016 Awl -Vxae xxiI •mu—ene RMD NO2a ON This 1N61NCLWE6 Mi MfaaENCENte YV]IlJ rn'.lit 015a[fpRE Vas, 0 on Puld PIT w,onYw enedn lv bmeo onN epaneperoh—b-dM oat Wo Inst bLwl�cmww.enl,nal It 1n uollco I to terve one prom nnblheouerd aaeeithaua,repIrcht-dieter —twce9,p MiTek- bxar.A"antlwreaodnaeien .enieWe.�epii.iw mleo�.wmeo ace. ae.,.wawe.�.,.wmlw lodlceuerv:e exevnn avoh<nl.nc,ov.n one sae wvme emieenem soMNlnenrmauen awia numrvn oe ea ue. r51ne1...III 0,ishuriontVA tri Teri FL PA10 Joe roes mss Type Ory Ply ta(50]51 a JeJvvtla Tell'. Id TryuMMBUIEip CompeneMp, MINry.oA nlaM.N 11.11 to-1. Wf,ln[FnMry9 W'.514n]Ob pepet -180 ID29GA_VFSIXWJ pUYDbWxCIW-D%JyANIe311LI WSLOSe OWUOV11HbilCMECMd9 scale.I Ina 3 am 1] e 2 s t m= goo LOAD INO(pa0 SPACING- 2.0.0 C!!I DEFL. b U.) Well tW PLATES GRIP TCLL 20.0 PIMA Gnp DOL 1.25 TC 0.]6 VWLL) -0.H M .663 240 MT20 Na190 TCDL 7.0 Wmbar DOL 1.25 ac 0.58 VDI AM 24 .265 160 BOLL 0.0 • Rap areas Ina YES 1AB O.CO Ho a(TL) 4.00 3 nla We BCOL 10.0 Code FBC2014/TPI2007 (M.MxI Weight:tae FT-20% LUMBER- BRACING• TOP CHORD 2x4 SP No.2 TOPCHORD SlmGural hood sheathing dini applied a 6 Doc purlins. BOT CHORD 2,4 SP ND2 BOTCHORD Rigid aaiMp direcly appWd a I NDC ac bredng. MITak rcwmmends NM SlaMlhara and rcguircd odea braGn9 be installed during Iron aedbn,in aaoNenw w�M 9ablMer Installation guide. REACTIONS. May(lWase, 2-121(ILC 12) CB1.2=35MU5-B,4-B]/Malnanlcal Mn Hoa 3-10INIL 12) Mn GrawUpIU3sl6i 122354gLCL1)4- 12) Max GMv h168(LC 11.2=35NLL 11.4.130(LC J) FORCES. fie)-Max.Comb/Mn.Tam.-All to.250(Ibl Or less exceptwhen an., NOTES- 1)NMd:ASCE 7-10;Vuk-130mph(3.sscand gurt)Vesd-101 mph;TCDL=4,2Wf,BCOL=6.0psf h-2511;1 11;140;asI Cat.Il; Exp C;End.,GI MVVFRS(tlketorial)and C-C EMedorCU-Ib to 3-10-13,Inherent)1I(I to 6.114 za1aC-C fpr members and forced 6 MWFRB for readblD shown;Wmb6r DOL=1.60 plate gnp OOL-1.60 2)Thbtmss has been designed fare 10.0 pef leotlom chord its bad nonconwnen w6h any otherlive betla. 3)'Thu true has been designed Way Ilve load of 20.Opsf on the bottom chord In all eron wham a ledengit 38L W I by 2-DO wide WIX !n ba wren the boom chola and any other members. \\\EEE I l E6sp4 a 4)Rotor to glydens)for these to truss connections. \\ I 5)Pioneer msenaniwl connedmn(by othela)of truss to bearing plate capable M Withstanding 100 m uplift M IoIM(s)except P=lb)3=106. 6)BemOw9id pitNbreaka Including heels'Member end Way model was used the analysis and design WlMe wss. ,J E NS�(;G�O� S' No 53681 STATE ;DF : 41U TVI MOW S.Magid f E No.53661 MITer Uhl Ino R Cin 6534 6901 Pelle End Byd.Tampa NIL M10 Date: May 27,2016 pW. Ho.VHryanlryle�e*au+eMaEaO HOR8 CM1Mt IaO IMCLYDFDMIIFF MFEMNCE IIaEMS]a]e rrv.laeNae nfOpEute P oeamr aleoanwm wmrmean pro..lw dcade—he e.*. roaametenee .Wvraana errata m pa..nr.rwr e1.m.aelx—a bNlanarn rwr ,* a+bnE wmI .bn Doa�ap laal�meaamPegreNn,"alxw:uammdwaena/ormo-amamw..,*,t,II MiTek' eaww.�epalRala.nawrysaem Paw,nwmp..wm pa.aM.Pm+pm l.IwaayMo/Ple,ry aamape. ,.pammpm. SpM1y lnlwmuX n owNi blelmmlr�ua VWb XXN.19ieM`Irs�eei iWleii]:ueacntlrW�lVq°]]31i eM.au osam funa�C�ewWne earnpan.m e .I.......s .:mp..FL azalo Jeb T. Tws Time OIy PM ta06TN A Le4Rgel 2 iarlMa TrueMlrrl BUWrq CompneMr. MIMry.64 tl.WJrIq 19A164iak InMOY.,qe.FXYrya]Oe:51WA1e Ppel l�A ID LtX]tivFa1X'NJLpIryobLRCgEU%,rypNkALkLISTeLQ49E26]tlMIXg10ELLCktld tad I tie � 6.Ms Ior J ALU 1] 2 df `e u4= a LOADING(own SPACING. 2-0O CSI. Di In (bc) V0M tic7�ghb GRIP TO 20.0 Piece Grip DOL 135 TO 0,19 VaM(LL) 0.01 2i >98g 2002MJ190 TOOL 7.0 Lumber 0OL 1.25 BC 0.08 Vivi -o.01 ti .989 150 BOLL 0.0` Rep Strom Incr YES M OW Hom(TL) -0.00 9 nle Na BCDL 10.0 Dana FBC2011RPI2007 (Mable) b FT-2. LUMBER- SPACING. TOP CHORD 2x4 SP No.2 TOPCHORD Sllucturol a]ecd sheapring exactly applied or 2 doe pudoa. BOTCHORD 2x4 SP Not BOTCHORD Right telling directly applleo or 10-00m bracing. MTek reWmmeMa ibal5bbilrsera end reyuirctl crvu cracks, be handed during xuae Brad n,in accoMenu vNlr SbbllRer Instalallm guide. REACTIONS. (IblH 3=64LC 1unlul.2=31110.38,0.35RAechNnwl Maxx Hwa 3=21(L 1 ), MaxG yS:NICO 9),2--168(LC1341h0i36) Mae Grav 3=39(LC tT).2.211(LC 14,4•SO(LC 3) FORCES. (to)-Max.Comp.gaimTen.-AMforces 250(to)or less except when shcon. NOTES. 1)NAM'.ASCE 7-10;Vuft=130mph(3aecwd guaq Vaen-101 mph;TCDL4.2pG;BCDL=6,CpK h-25R 3=76R L=545;mBme R,C1AI; Exp 0;End.,GCpi=0.tq MNFRS(directima0 and CC Egarug2)zone;porch Ieft and right exposui formembers and fames 8 MMPR3 for reactions ahown',Lumber DOL-1.90 plate Brie DOL•1 60 2)Thla Wee hes been dealgned he a 100 pal bottom chole live load nonconcumm with any other live bads. 31-This must Inas been resigned for a he two of 20Op f on the bottom chool in all areas whero a rectangle 38O tall by 2-M wide w5 fit I eN]een Me loci chord and any Other members. 44 Rebr to glNer(a)for truss to truss connectors. \ / 54 provide maclunlcel connection(by atherq of Wad to bewing plate capable of withstanding 100 N uplift at johi 3,4 exmpt(l-Ib) p` �PEL S. M 88 q 0, 2.1 . ,� (/ • G ENg 6)`SenrAgld ptldtbraaks Including heels`Member and May most yeas used m me analysis and design of Mls ��•�\ F.CiO, , ND 53681 9 STATE /OF W, 1 OTt•,c, p, ;�� Michael S.Magid PE N0.5M61 Mi Ji Ilrc.FL Cad 6634 6904 Parke EaN Blvd.TaiFILL Mi0 DON: May 27,2016 Q ext.-uimy aWii —I—and sam Meas on res Mundt vwo M2x HfEREMCF FIw M0.].]a m'.a.a,,Ford.wan dnbn wkl Butte Nry "-i'day c.meclm.The della-'v e.ied mb.wn�mmerers IFo Old k k,.n i,d--1l r.111.,ser ;,not o lrvnrvXem. nue a vamy dnq�mnunwnM ue.PPk.oary.Idenpn Prv.mel.n acts p......cw.,.• ed tri.—A ��■ bdldma e.Xpn. a,.�, wamred limem,<nr weYma.rl�elw.q m,�...m.,,ald Inde m.meee . ddrm..I lemPm in eerm.nenl—, MlTek Ii m,clulred rwnaewNom m--l.1e pe mm-0.pawns ml.ftm� n.ed q.o.m domcae. Fwaaem.r e.m.nce rery"ma smi urntaX�aei creel bbomcl�uu Male N—lll°e]rer,-1l�l.sute aiinlmNmnv�k lcyl X.Xo,weay.ne dCY d.Wrrec.mee.enl she R".Io0 J00 Ty Tnws ryas Two, Oy Py 11717M18K0)M J10 PeNel le TGoes"werecomponeM4 YNeey.U1 )Alae Mia WIG III lfluMS nw Po are 27 00:505]WIG P '1 IDTJI(rA_eFa1XT'JbpWDELExCYe03_gaVeCOyDBOM1pIABBN9Tb ulYepm0105nJliCMf1 2Ja � 18U )La 3 gale-12>3 BW t2 e a d 2 6 2N- 2.oa LOADING(paQ SPACING. 2-00 CSI. OEFL. h go" MM W "'ATE" GRIP TCLL 20.0 Plate GOP DOL 1.26 TO OB3 Ved(LL) -0.12 2J -3 240 MT20 244,150 TCDL 7.0 Lumber DOL 1.25 BC 0.58 VeR(RI -0.90 24 >285 180 BOLL 0.0' Rep Susan Ina YES VsB 0.00 Hara(TL) 400 3 Na Ne BCDL 10.0 Coda FBC2014/TP1=7 (Metria) Weight:266 FT-20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structures wood aMeching airedy,applad Or 24-0x purllna. BOTCHORD 20 SP No.2 BOTCHORD RqM rolling deeply applied or 10.60 ac brMnY. MRek ncommende dial Snbllden aW returned cron b= be lulalbd during bursa ereMOt.In eaddre.bee,61adIWr InMIIMon ube. REACTIONS. dai 3.105/Msaa itll2K1541 4=67Mechonkel Mea HOR 2-IBI(LC 4) Max UPM3-I26(LC 12),2 13I(LC 12) Mea G.Y105(LO 17),2 4M(LC 1),trIM(LC 31 FORCES. (Ib)-Mar.Canpolax.Ten.-Allfaaee 250(to)arkwaaas"en.hewn. NOTES. 1)Mdnd:ASCE 7-10;Vub-130m1h(3.ecand guec)VeM-'Wenph;TCOL4.2ps(BCDL-SOpsC m:255;B-260:L=540;eaw-611t;Cat. I. Exp C;End,GCpi-D.IB;MVJFRS(directional)and C C EaMr1og2)-IA W 310.13,Ihteriaro)3.10.1310 e-11-42one;OC for mem0en and force.&~RS for reaon.r.Mown:Lumber DOL-1.60 We grip DOL-1.00 2)-ThIstuM1eabeendealgnedlata 11J.D load&20Opsf Yeeb4,1lonward in aiwrsenymare.neloeda. 3)' larrbursa M1ae otter,detlgnM d an of IoM M bens. 100 bM1e b0tlom cM1ON YI ell arae.when a rectangle S6-0Iell by 2-0.0 wide wB 61 becween 5e far t mom end any dbea members. AIIIp11111 O1///// 4)Ruder to pyder(a)far Irvsa bObursa Wnnetibna. 5)Pori medlanbel conneGion(by otM1en)of"as to bearing piece capable of wthslending 100 Is uplift ec joints)except o-lb)3=126, ,Gs G% .EL; S. MqG AA 2=131. 6)-Saccal altabnake including heels"Member end miry model was Used In the analyst.and design of this was. j�� VGENS�. �Q 1 No 53681 .�'.• ' :9••. STATE OF :O •.• T l : lu a yT ...< 0 R XOP N //'diS�ONALE?Ge`, Michael S.Magid PE No 53501 MNek US&Inc R.Leat 66M 5904 Parke Fast BiNd.Tampa R.33610 Old,'. May 27,2016 Nmvewnwr.m.ler..+anuDxo W,, urn Go urn .n nadaaaaG., nG.rola.roe.lewnoaa.- we Oe>a prol Isar— emnek0cwnecmn.ma angneEnmaonry won pn�amelm�Mvn.oMk mMMtlualeueme eomganenlwl m.eel..e mcnom5,a ,a...t—king fl»nPai=.can1.01aeaaadi nnara w Auddr—al.maneepn H101n.m�r MITe ' n �emna i.l.mn.nm weea.ami.m.moolm�w..en meaaa�wmeme.:nap. eexin.nll..w.,mand Pemm�ml wow -n oNm'�egYeG v'atiN wL 1.Greve.1 nGInM.HM W.+Idevwfmnl NluryuM."I'm VN Ic Sa.II. .-I' Car rdeyemars•.nwombSM'OeL1.1ialewN ilivalnlIn-n-1-1 I'll-1i]:.Vemn51"A"v^Q�eMvcmwlc naJr.M ecu aupp cnmpw.enr *p1rePv5a�IBrq. JM Twe Trvaf Tyye 1wmd4 d11 ah PM 4noFal 21 inuMen BUIMpCmryneMe, YWegW 1 Mll)ab ID:ZiW/yTat%2'/Jb,LYDbIAZCIedSeYneklneueune,In[.fn Mry Zx w:5E;5apta Peq 1 .1 1� _glNeCbyDBIIIZOBBNOTVIU.",h5l,6 CNdH i8U 1.IW a ale=18.4 ea0 r ' la y 'e q9f 1 4 X 24= LOADING SPACING. 280 C9. DEFL In (lm) UtlM IN PLATES GRIP TCLL 20.0 PMN Grip DOL 1.25 TC 0.19 Ved(Lq -0.W 2 We" 2b MT20 2IUI19p TC i.0 Wm0er DOL 1.2fi BC 0.01 Ved(TLf -0.00 Z >909 tad BCLL 0.0 • Red$beae lncr YES WB 0.00 Ha.(TL) 4.0D 3 We We SCOL 10.0 Code FBC20141TPIM7 (MMdq Ymaht 6B FT=20% LUMBER. BRACING- TOP 2X4 SP No.2 TOP CHORD BOT CHORD 2X4 SP Not Sduoo cWrelwe ebeaming dlremy aPPlNdar 180 OEputlins. BOTCHORO Raid adding Clrepy applledor 108Dac bmung. MRek 2wm onUe I-aI$tabun mala RaykeU pay ygEylg be In6lglleC tlyring Waa efedlM,h asgpgnp x11b$labilixw REACTIONS. (We") 3=-IWMecbanical.2=1870.&B,4=9RAecbgn'ral Maal101on uId,. Max Ham 2=8I(1-C 12) Ma UpIM3�-43(1-0 1),2=165(LC 12) Mu Gm 3=62(LO 12),2.187(LC 1),4.11(LO 3) FORCES. gbl-Mn.Cdnp.rMax.Ten.-glliwcn 250(ml wleY nreptwben skovm. NOTES- 1)W1nd:ASCE 7-10:Wb=130mp9113-ycond 9n0 VnC=101mpb;TCDI-4.2pa1;SCDL=6.1p,,1=258',B=76B:L-SIO:ease=6R;Cal.II ExP C:Enp..GCpi-0.18:Ifili IdirpipnaD and CL bmdmg2) e.0-C lar members and toren 8 MWFRS firm udione ehaea; Lumber DOL-1.60 Plate grip DOL=1.60 2)This Wee June been designed late 10.0 PN bottom choN We load nanooncurrnt with any alher We loads. 3)-Tllla Wee M1n been deagneal far a lire load I Midelf an the bottom chol in all aped H.ha a rectangle S6-0tall by 280 wide will M be5wnn Ne bead.d1.nd antl any alber member, 5)Rater 10 2=165e macbeld..l nn.N.,(b weep at ha g p 9e 1 ) p01-Ib) ,,`paPE 11111//I/ (by Wllen)Eflmeva beenng plely upabb INwllbelntlin 1po lbu IiB al'Finds)3nEe 1 6)"SemLngltl PtlUbreake inGmlingbeek"Memberendhall,mollelemnuaetl intheanaysisand deign ofthie Wsa. `��[�=•�\Cid NSF.Gid No 53681 A E-- STATESOF :Iuj Mlcbea S.Magid FE W.53381 Will,USA,Ind.FL Cer18830 6904 Palle Ent R W.Tampli k W10 Date: May 27,2016 Qlvaawae.VYIDIrYpP.rynmWp64PXOan px rase.eNarkcLuaaodyTrxaa�anagEerAackw.x4»,...etloxaaadaaFwaara. �wR pNl vam McWmnropm.M�Eeaankboaetl eery pen peremercu;exn,oE diduelbFb mmppmenf.rof r prem.e.rwa we a emend tlmlPrormynw gree. �e.INu . ` "'" ° bupep tle�Nn.0gckpm wetl klo gewnlbutlInPwl MuuMEetl/gcicN embenmM�ntltlllmolle�may.ry ontltlp„e mNpekp ypMVr mp[eed rw[bblervula ropm[anlpebp puaN perorgllryurypna p.pMy prm aereolw ry-e HT, Nerkolm.neppe.tl.overv.secu.nuMpaJ-,yol N.ym pad M1w mkn¢[ro /JIaV1. QpyNCMxle neir.M ecu�uMlnp<pmpuinM ep41•eMFapaW. NNNrmmelkn waiNle kgr,TrvugeN NXluIe.RIeN1ee 51mteWN311,LkrmM.V ZL9l TemY.FL a%ID u Type Orly PN name, Job ^ 6aW W Jli rMPen R1 I rnuuubNBudaCial eM4 NW'ry.aP 7MaeDi NI6MTYI_C6,jjPoMryRM1'DW1FPepe N:bIEa4vFe1%T'JtpUYDbLEZLbWUPOJi L01%PGVFb.111PXRMLOMi70F BNmLMEG 1rf4 90 Sulo-1:115 a ..do FT a x ' 2 a t 2H= LAADINa(ps0 BPACINO- 2-DO CSI. OEFL. N Ila) Web 7U'dPLATE9ORIPTCLL 20.0 PMIe GnP DO . TC 0.23 Va I -0.00 N >gB9MT20 2441180TCDL 7o Combs Dol. 1.25 ec 0.0 V.n(n) zdwSCLL 00' Rep Sbea Ina YES m 0.00 HoaRU -0.W ] Na MIegM:12w FT 20% SCOL 10.0 Code FBC2D14iTPI2007 (MeWq LUMBER- BRACING- TOPCHORD20SPN0.2 TOPCHORD MountedMWdroneedlinl tlior 10- pdo ble3ng. WIFns, BOTCHORD 2x4 SP No.] BOT CHORD PgltlmiringmmI e11ysthdtSor 16b0 of br ton MRek remmmeng true. Stebll n,n aI oneu ce arou bracing be nMeietl during(ruse erMlon,in accatlarce wtlN Snbllwr IneleMien ui0e. REACTIONS. (Ionor) 341M,ManiU1.24231038.4•27lMennnlal "A" Hoa 2=10i12) Mar UpIM3�311LC 31.2--1331LC 121 Mar Gra 3-52(LC 17).2.225(LC 11.4.54n c 3) FORCES. (Ib)-Mar.Comp.IMae.Ten.-Allforcm250(lb)orlewexmplwtlenshden. NOTES- 1)N'n@ ASCE 7-10:VuN-130nW(}eemn0 gust)Vntl=tatmpnl TCDL-L2pM;SCOL-S OPd;b=255;Bi L=5411:v8ve•6k Cel.III Exp C;End.,OCpi=0.16;MVffRS(mlembne)end C-C E,fenor(2)curi for members ad face,3 MYSFRS for reamam-Nowa Lumber DOL=1 60 plate grip DOL=1.50 2)Thla Wss Ilea been Eoalpnetl Iwa10.0 psl bottom GwN Pve batl mmmncuoentw anyo1M1 Ina Imtls. 3)'Thle tmae has been desgned for a live lm0of20.0pafan the bei mon in All arae.evTere a ndangk}e-0lell by 2-60 wltla ell Si" EL 2S�Fa44aa'4 M honest 111.bot.alad end any other members. 4)Refertypred .Ifa W.ato Wasmnnetlbne. , � . ala , 51 ProvMe meUlenlul an oMels)oftrvas to belong P11d mpebk of wilbstanfing 1 Do lb uplM alloint(q 3exmpl gl-Ib) �� P q p zoo :�,et�G..-TO E N SF;G16 p 6)"Sem4ngM plMbreab indutling heels Memberen0 holy motlel Was boot urlbeanalysli design WUle W.a. No 53661 er STATE 4'4gSyONA`E,Pp Mila,S.Magri PE N0.53681 made use,Inc EL Lartl%3p labl Parke E bo llud Ta MR 11 Mi0 Dm: ppp�� May 27,2016 Q WIRNMaVSMVueIMlewmwaREee Xa,ES OM1X1a M'a INCLVOEaWaX REEERE NCEIPm,6111ane. o'rpla anrt.bE. e:l �emenwe"np e:.Kplwa .i�i�—.lbil»acwl�vail.oa �o 1= Im'aagyoaro a=ineaw ma ln°.rv'wa'vla3 MiTek' eapNoye �glama lw9aeYlNarN lopePanleeolbpaY ntlFpa'u�de pelrwnel nurveane prWeMEamoYaennaloNtlance rcpaoFpineanlboclnp e�IER� Io6rco11on alidelli eaclbn oN a—rd a'-se"mblwINNeme�ee PXSNMI Wait'CMMp.madp eM aC3l.utllry<empanenl Teipe0.ya10 aaNrylnlennaMee agXLblmmlm�Elob lmlilule.Ole N.lee 51me1.5ulle]12.LkrmMa.VP 9]Il Ab Trus, McType raoepzsY Jra � Ply .u.osso TBTrRi + inaWen BUNry.-lamer. pp ap b LikuLvFe1%yYJCpIITDEL@ClabwpOJaCDI%JnGVFphRJBIMN]OF pe�LmaLMEG 5 sale.r. ..a s am ,2 a 2 and LOADING(pep 9PACINO• 2L-0 CSI. DEFL In (kc) No UE PLATES GRIP TCLL 30.0 PIM Gtlp OOL 1.25 TO 0.33 VeRILL) 4. in 2a >gg3 210 MT20 2_h 80 TOOL ].0 Wmber DOL 1.25 BL .2, VeR(]y -0.0] 3a >]8] 160 BeLL 0.0• ReP a.. mor YES Vile 0.00 H.(TL) -0.00 3 Na Ma BCDL 10.0 Coda FBC2011/TP1200] (MMxj OM M FT 20% LUMBER- TOP UMBER- SMOING� TOPCHORD 2x1 SP No.2 BOT CHORD 3x0 SP No.3 TOPCHORD Scrollwood Mealhn9 directly applktl Or 540 oc puRo. BOTCHORD RlgM tailing directly eRi or 1040 oc brei MITek recommend.thM BMbIIMal.and reauked...brood, be ledalled during talo.eroggn,In eo-wdence wiN SMbllow REACTIONS. InMRation guide, (Iodize) 3.11grfilachaniGl.3-365/p53,1.1]Rdechankel Max Hors 3x-8O(L C 13) Max Upk03.122( C 1 ),2.2WLC 1). Max Grsv 3=1231LL 1]),2=36fi(LC p.1=911LC 3) FORCES, (Il CompJMax,Ten.-Rllfam..260(lb)orles,exceplemen shorn. NOTE& 1)V d:ASCE]-f0;Wb-130mph(3-wcond guM)Vaed-101mph;TCDL4.2pM;BCDLb.OpN:h=2511;B=]6R;L-SIR;esus-M;Oat.11; Exp C;Encl..GCpi=iM VFRS(dandonalj and C-C ExleRog2).J-60103.10.13,Interkrlt)61613101-114mne',C-Cler members and tercea a MgvFRS larreectione an.;Lumber OOL=1.80 plate grip DOL=1,60 2)This muse no$been designed tore 10.0Par bottom chum Ilve lead mmovencmrent witany Met live beds. 3)•Thle Irvee has been designed for a IM load o12DOpel on the bottom chi in aX ereadwhere a ndov n,l.380 tell by 24D i itlewlll M bovine Ne bottom Chom and.1,inner member,. `a1g52E1 EEaFaF1 Q Real to aiNer(q for Imes to Ws.connections. 6)Provade macbanical connection Men) to bearing piece capable of wMatanding l DO lb uplm et lointp)3extapl U=lq AAA` P:L S. MIaaa :=1ze. `,A ON . q a. e)"SamHiOdpdohneaksincluding heels'Member and fixity model was used in the analyala and design ofthiswen. ,.eX •-.\GEN@F-•�a�. S' No 53681 l S.If* C A r � 33 '. STATE 'OF :�j 10 MkkN S.MapM PE No.53661 MRek USA Ino R GR8631 fl- OR 6gW PaAeEW BNd.Tampa 833810 DMe: May 27,2016 Qwni.v.rye..rp,p.,„e.i.e.,Caaload reaoN>w><w M0.voao Nrrelt aaaaaNeEwoaan>.»n.rwa>n easoaa USa. _—i■ eYpnwrie rd�.eo.N.Irn mn.ro<...eer.,.rni.e.q„em�eeo.ry p..p.,.�.i.,..ne,.....a.m,..reme„oi anus��.,npne,n,coal Ytl p rryamm.eerp,eu".ue eoiNlnP tle.pnerm,n perry me.ppr<penrymaenen pvpewrm ane P� ro,�p,oap. '� - Ne oK,a iA�aH epiary aeep�. ewclnvmowreEerp Pie'�enl b�eNipgmiem.e�m ln...m.wsp,<npw m.me.a ti. aeammrempamry eM peenaneme,.np° MITek' IxgMay�repul,ea alp,ilpeiGrypnd 1ppreronr coam�exrrM1 ps�ldepencnalkexypneglq/aerlygeaympape. fpgemwlWauree,epaNFp IM s.tsiN lmm�n.mn�o o�nele Mmirpuuaior:InM°.r lz eN.lee srm.+suMsi2nke"ak"vn]231]. MO'dseae.ea acre euaelee cunren«n eaoapaq BMaaaw. M L +o Jql TMe TM➢Type Ory PIY itl1AH lepeaM +w P•^ ] ]rveWVlaah Gmp orle. Mgny.O.i ].MaeMr1YM16 MIieklnEufMee,Irc.F,IMry3]M:W'.NID1BWpe1 ID:Lt%]/LVFe1%tYApWObLdzLl➢d-0NyM1VKOrUrRVueWC�GILakWEeG00mRAEZLIMF 60 added rt].1 em F12 1 a m= LORDING(pep 7SPA01'"70T-0-0 OSL DER. H (la) Well MJd PLRTES GRIPTCLL 20.0 te G135 1r 0.112Ved(LL) 110 1 >q99 2A0 MT20 2EM180TODL T.0 aga1.35 0.01V ) -0.00 1 >909 180BCLL O.D• p SuYEB VdB 0.00 Hors(TL) -0.00 2 nle nh .1.h'3kFT=IdleBCD 100 d PI20W (Ma1rN1 LUMBER- BMCING- TOPCHORD 2zd SP No.2 TOP LHORD Sharaunl weed aheaNlng ended,applied or 1U wpurlins. BOTCHORD txe SP Not BOTCHORO Ri0ld deal dire dir spplkd or I l ac becang MTek rMmmend.Nal ShAiiciae and mgnnial wa➢bndnq Ad Ineallied daver,Mare ereelbn,in azcwtlante wM Stabllkx Installation oulkid. REACTIONS. (IGalze) 1=3512.25WeCM10Mpal,3=94inxNNltal Man Hors 1=21(LC 12) All Y-3(LC12).2-21(LC12) Mu Gray 1-35(LC 1).2.2MI-C 17).3.19(LC 3) FORCES. Ilb)-Mex.Comp.Rdv.Ten.-N roraea 350(k)a kss except efien ebawn. NOTES. 1)E y CAEnd . GCF-018:Ml din ateei and G-C1Sihemq)zoro C C for andr ,0repend tonnes a MAM RS lair ll readlom sllown; Lumber DOL-1.60 pile grip DCL-1.60 2)Th'Nol bad been designed 1m a 10.0 Me beaten Chad INe bad nnaonaunent wM any other live Anna. 3)•Thie Mass has been designed for a lira load 020.0pOl to Ne bottom Chad in 011 news wh..redagk 389 M11 by 2A wide will q♦aggallplllpgA R between members. the border Word end any other ♦♦♦♦ PES S. M ➢IEi <)Relm to glNw(N lw Wee to Ws.once.connection 6)Pmvid.Meannlwl wx nnAlltn(by Alof Wee to be9ring pile capable or w'INstandinq l DO In piet N j.IM1)1.2. ♦ � - 4 6)"Semi-rgld pircbbreeka btldi ung head Member FA ng model wta used In Ne analysis and desgn of Mor dou. s\G..-YQ E N S*-. �6 No 53661 STATE ,OF 40 Z 5 ,1% F•. 4 OR ID N Z ' �RIMSS/ON AIE%l Michael S.Magid HE Ad spell MTek OSA,Int FL Cad 6531 6900 Parke Fest Well Tampa R 38610 Dace. May 27,2016 RAM. VMryMfilffd MeenaREla Rt]F9 oN M➢ANG WCLutEO M']EE REFERENCE IROE aa"me-Ort me-OE c.11A n..tin.Bun o„N ea,W]el®ccmrecI- aefwnaeouE om won Goeno;um'eM1len o'Mehralyr tl oro MeoFo lM ovvd ewm„m.me wlaingmrgnermmrvarlry me aPpl=deiyly tree. Nll 6k b ledngdeupn�0mc labYN mtloore Ivan itlldge Wm paWbbcanOrd lrywme epmenv dmannaoenoFo,aen ...nan.Can,goor ome1 dro nenlbocY.p q.de,aachon-d—rel ollrvneSand M¢Mlemt iee AFSM,nde1M OIleM.aeaf ontl N.Y1➢u1tllK Cempenml 6aWPW F1.10 'aa1Mylmmmdeon awbhbad,Twnal,salute.21¢N.Lee alma,Were 312,AF Ito ve ID11. Tempe.R]eelp Jab Trials Trvee Type ON Py IeaaNW its ielnppan ' 1 T 1. Tenser.shiGompmars. sassam TaINBN .d.hall MnylMwblel ln[FrIMy ZI N'.N',511pb FA1 10:231V/LVFet%T'JppUYD01AZLMONy1nKDNrRYueyLcE Du YPI215eGODW-rFzCM]F 100 z SUN-IUs am 12 iiiiii' LOADING 2a' SPADING- 2-DO CSI. DEFL In (Ix) goes TATER ORIPTCLL 20.0 PIMe Grip DOL 1.25 TO 0.1E VMILL) 8.W W > n 2N 2441190 TCDL T.0 Lumb�DOL 1.2E SO003vett iLI 8.01 W xgm IBOLL 0.0 ' Rep Stress Ii TES W8 0.00 Hom(TL) 8.00 2 Na BCDL 10.0 Corde FBCga14.4p120W (.,a) gh't01b FT-2(I% LUMBER- BMCING- TOPCHORD 2x43PNo.2 TOP CHORD Structural wood she.Ning directly sppliea ar 349 oc pulins. BOTCHORD 2x4 SP Ni BOTCHORO Riga ceiling drectly applied or 1649 as bacbg. MiTek rocemmentls Nd SIadIWn and roauired ams bedng pe inalelbtl pmin0lrrraa ercdbn,In aoc.mmoe an andusizer r.rdhridh guide REACTIONS. Mae Ho) 1=59(LC 1Ueniral,2=]SEAechenkal,l=28RdeNanaal Mars HPrz 1=591LC 112 Mar UPI.I-IO(LC 1),2.840(LC7), 12) Mar Gzav 1=1o9(LC 1),2=E41LC DI.OrtE(LC 0) FORCES. gb)-Mex.CUnp.IMax.Ten.-A9 rorms2W(Ib)absa erceM Moen ehawn. NOTES. 1)Wn6 ASCE 7-10:WB-130mpn(lze d 9us1)Vasd-101mpb:TCDLM.2pa BCDL�Ope,n-2511;B=7K L=51?erve ;CN.II; Exp C:Encl.,GOR-0.1 E;MMFRS directional)and 0-CE aiU(2)zoni for members and farce.a MysFRS for Reaction.Indian; Lumber DOL-190 plate grlp DOL=1AO 2)This Waa has been designed for a 10.0 par bottom MON live Iced nonwncumenl with any Other Ilve Imtls. 3)•"bus truss has been designed for a she load or 20.Omf an the bottom doom!in all areas evinder a rectangle S."TII by 289 wide will M aneean the bottom choN and any dither members. 1UgLag2aal 4)Refer to girer(s)for truss to Wit connections. 4AA\ alpAIa s)Prvmdemecnamcalconnedion(byathen)dt astobadngplae.pabbmwttnabndig,lWlbapag.tioim(s)T 2. S. M +)"semi-held pbchbreaks'nummenmL•Membermdfizilymoelessusedin Ne analysis and design ottIml `eeAA PEL\G? " 4 - No 53681 MI.MN S.Maps.Can 6634 Mi iIno.RCe0EE94 Best Palle fad BNd.TunIM0.336t0 Ds May 27,2016 Owaaax..veea0.agnpnmeree etlAFAb mrs c.r Mr 0.—yum r.smanaaaxmFdI W 1111 1asaRa.eaFaa vas . .r�wwM bvn o w vAnIMMing rodlmme eftarl aoon"bi 11.. eo,P-ls,,n.and.ty. emeu third coin I. em.mr mrem.aero....m.voieno enp�.,ma1.eon rite appo[oeurvar ee°wi�ooroaere,.am woeenv =waore ml:amgn nm meor.mf e�wma aedw.e,aoap mammaear.n..w,re ra.o.ri„e�„eamm,,,,..e.�el0ra,oe,amavm a�Ho ee are.eoaaownomu„ neaun MITek' hoMYi,NurcdlwsraaaN sae re o,erenr[alopsewm pmaeay.n.ny mlwa^aomPe.N eummu[ ,9eneyaaa=noercamdM me roeaooao.uamge.die .e,anw�vma e,om.p orrrvaer ma m,,.mr.�,..,ee 4xstnrn divmrry cm.n.,oss.ee...anlevureo eowe.ee eaw P.a e.aaw. s.xv rmonunun owe mm vn enr e.2rerv.reesrrtet sulre]rrz.Almnem.vn Halo. Tai ell Jab Tota Me Type .a lots PH n]t]eb lwamu E+e e L.WNBUY.gCMF..4, MMy.W 7a"I 183018 NIi.........a F[.PoNry9M:5°:NA10Ppl ID:LIKE/LVFe1XWJ6DVYDNA3Cf.d NMvKDIVAY�NyIX Du IhM GODmeuOEZCMtlF 640 I 180 540 SWes 1:18.5 5 600 12 a fA A 2 1 e 3N= ° 7LOADING(pat) SPACING- 2-60 C81. DEFL. In (Im) vle6 LAJ PLATES GRIP T0.0 PMe GNI DOL 125 TC 0.39 VeA(LL) A.09 2-4 x999 240 MT2D24M180].0 Wmber DOL 125 BC 0.27 VeMn) A.W 24 X187 1600.0 ' Rep SbN0BNE YES VVB 0.00 Hoa(TL) -0.W 9 Na nlaKbIpM:16E FT=20% OD Catl FBC2014RPI2007 IMahe) LUMBER- BRACING- TOPCHORD 2X4 SP N0.2 TOPCHORD Sdat aided sheaMing tliredH aPPINd m SAA oc puNin¢. W BOT CHORD 2x4 SP N0.2 BOT CHORD R1gitl wiling tllrectN applied Dr 10 oc bredlq. MRek...and.that BIeMI¢en and rtguire0 epee bang be I..WI E doing Web eredien al accords.wtlh Seattle. Inblallemn pltle. REACTIONS. (Iatlte) 3=11ONachenk 1,2=265/ ,4=47NO&U icN Mex H.2=142(LC 12) Max LJPR 3 D(LC 121,2--126(LC 12) Max Gnv3=1Y2(LC 91.2=285(LC 1),4=94(LC 3) FORCES. (Ib)-Max.CompJMax.Tan.-Allfprcea 250 Set or bba exapi when Mai NOTES- I)Wntl:ASCE 7-10:Vdoilsomph(3-semntl gust)Ve.e=101mph1 TODL=4.2pal;BCDL=69p.f,h=256;B=76a;L-54ft:.ave-ett;C-L II; ExpC;Encl..GOIA-0.19;~RS(tliraime)and C-C Exleri.(3)-1-591011013,Iateticr l)11D-131,411-43pne:0-O ror member.entl faro.&MWFRS krl..dbns shown',Lumber DOL=1.6D plata 9tlP DOL=1.W 2)This hose hes been designed ror a 1D9 Wf hollom AoM We Icad nonwrcuri with any other In,baEa. 9)-Thie Wu bat been tleaignetl for a Ise load M ID.opal M the bottom ch,N in all arta.where a redengle 3b-0bll by 2A9witle will Mb enlheboHom GoM.nd.ny Nlerm.mben. \\\\\\P�L is�I 4)Rd.to g W er(a)for (ruse to hues con undint . M 5)Pmvitlemechaniwlmnnedion(bl.Pen)ofWfetDbearingpldewpebledwMstanElng1D01bupllXatloin4b13 exupi jt-lb) G�. 40, A' 2.128. 6)'Semi-rgid p6chbreekb Including heal.'Memberan0 Study model web used in the anaryna entl tlebpn,f ihla W aa. :�`��:•�\C E N Se-e /O A No 53661 STATE OF .�4/� XAAAS AS,A,O N At,E?54`` Mlcfesl S.Mapltl PE No.53681 MRek USA,Inc.FL CM 6634 6904 Parke East BIW.Toads R 33810 Date'. May 27,2016 Q WARM'XaVwMCupnpeum.tY.WNEPa Xa]Eb.l]WSIWIXCLWFaEaE61I pEFEFEMCEp.1pE.'F] rrv.lNYlplaaEEORE p.E. Dula^wMlwme mry 1n Nnemcp^„ens...Thea-c^^m,emm�wnp.amele.ma..^.aa r�br.bw bmump=amN^enl^m ,ma�nnem eelrve�m.mwe wuampm�q^e.^wnkm olltl oa rKaemrymaeam pmamelm m,ryol peupwalamme,w^mla me..mal MIeI WlMlnpaelgi.Br icoleaoe re ml buc 11 Inm al.w'neb m/4 cMb baso^N� a pYe^Vu°r-cau emnrcnlb�xM1p BaMvp rMuaM lwsbb.ry ons 1ppmmlctllomev�,M pwuakpenanollN pWmH pe_ itlonce rePmtl�np Me laMhlNe^rm.lenpewpbble M1omnuu thole M111u�e1218 lea I.lut.311AIaand.VAn311 yx CKIn140N.e.ne KNauWlq<empanM T.rtp��'M BIN. Job Tuai PIT Gy Ply OTAiI I.. J9 APenIY O 1 TwWan B°WyCm{esiss. YWry,W 'aso,IBAw..lneuNb,ln[. F.Yryv,vasu.Y301e Papel ID23KzA_WaIX Y.kpUYDbL@Clsy M7gETF8ID P"JIDISK Wr1WYROKRai CMdE 4aa 31a 18U &1b >.{e Sreb=1'.2]3 3 em u a a `A g : 8 s 2.— LOADING firif, M=LOADING( ell SPACING 2.00 CSI. DEFL in (I.) Voll Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.93 VM(LL) 4.12 2< s6B3 240 MT20 2444190 TCDL 7.0 Lumber DOL 1.25 BC Ob9 Varl -090 24 -265 180 BCLL 0.0' Rep Slnaa Into YES INS 0.00 Hoa(TL) -0.00 3 we rale BCDL toA Code FBC301LRP13W) (Mbt16� bold, 35b FT-3o% LUMBER. BMCING. TOP CHORD 2"SP No.2 TOPCHORD Structural sped sheaMing dlrecty applied w 2-2-0 Ad pueens. BOTCHORD get SP No.2 BOTCHORD plate calling dlretlby,applied or 10-0-0oc Issued . MTek debommends mat Slebilixas Red-headed ailed wu brecing be hn Wil during truss medion,in awoNanca who SbbllYer Installation guide, REACTIONS. (Ib/el2el 3.18900echanical,2.35ANS8,6.670bwluniwl Mae Hors 2-181 LC 12) Max Upidli 26112).2=-131 LC 12) Mae Grew 3=185(LC 17),2=354(LC 1),4=134(LC 3) FORCES. (Ib)-Mv.Cwnp.R&ex.Ten.-All lbrces 250Ib)or taxa eepM when vNowm. NOTES. 1)Wri ASCE 7-10;W lt-13Dmph(}second gust)Vnd-101 mph;TCOL41pat:BCDL=6.Opsl;M1=25fl:B=7610 L=5411 eave311;Oat.II; Exp C;Encl..GuCh .18',MMRS(dirMional)and C-C Sri-1-0-0to 3-1013.Incenor(1)3-0043 to 6.114 cmi for membersandlbaee&MMRSfar.a l.ns chowm;Lumber DOL-1.80plate...DOL=1.60 2)The truss has been designed lora 10.0 par bottom chaN Nye bad nonconwnenl se b any buyer Use beats. 3)•This truss hes bell tlesigned Ica a live load 030.0psl on the Ni choN bell adowel ne re rectangle 3fi-0tall by 2 W witle wlll 9t obtained the bottom chore and any fiber members. , `8EL IsISI99aFA , 4)Raw to gnarls)as was to Was mndOdlons. `&& q 5)Prowse mechanical wndeedon toy curers)of was to beving plate tapable MMmatands,100 to solid al iori wept(13=126, ,JG�P••• •y,9 aA: 6)SemHlgld pnchbreab inuW mg irldi Member and limy model wac used in Me analysis and design oftins wss, ��,•��G E NSF � - No 53661 ' Y+.' '.A STATE OF J l'j,C , .ex'SS7ONAL Mki S.MMk HE W.53681 Ili USA,IN.RCort 6634 6901 Palle EMI Bud Tam,R.33810 Otle: May 27,2016 d vd,.re.vpsnY ohr .m.w..n--xosuiglusxpavctup p.. aeFe6eNPEPAe6Y rilloh leea,bing—mv, .11—n°yaMwe°nrv.Mm eeMm�nnMon.ldlt bap^eS°sect°nnub°n P°,b^wlm fr,°xn ala tern. vgvael. c°mpcne^r. s cldrsmrom 6ebrovh&co1n na^<,muswnlne°galc°m41v°raetlpn pwmglmcM o, ,1bff c,mai`r,vvnsy ,,dP vertu °Wm�°„°e1.°phel`namlHe�eiom`� l �id:°1bnw�°in°x°rvna an acmoi°Hee=µr« ^�ml cal°o^�°"vreY°°�wr°erne"°nraalna Mi r°MCWbb nncq.tlMwy.xclir-domcFg°Ilrus ndinssniZA 3I/m lCM.ne.fisil rad KR eutllp CempemJ ey.p.Eana. e°INy IdlamoXw nwlWde fom%,%°re Innllule.218 N,lee meet SOW 312.bwrW4a,VI.YLlll. Imes 1. 19610 JOD Trove Trvy Typa Oly PIJ y IeKO)G J1e JxbCpn 6 r rami wreconpMa, su ari 1].BJOePor 193016 Mne31neuWe in NaYt]W'.50'.Y 301e Ppel ID:291W_9F61XWApI ObL@Cfeda 7gE F8IDMP0mJIDMXtll6artlNNRQMi CWE 509 609 Sub.1:11.1 3 4D 13 a a = 3 sao 1 LOADING(Pat SPACING- 2-0-0 C81. OEFL. s Ibd I"N't Ud PLATER GRIP TOLL 20.0 Pbte Grip DOL 135 TO 0.52 Ved(LL) -0.03 I. >999 2. MT20 2yHw TOOL 7.D Lumber DOL 1.25 BC O.P V.rh7I-) -0.08 I. NrB1 180 BOLL 0.0' Rep Stress Ina YES WH Gw Hori -0.00 2 Na Na BI IDA Cal FBC201M 12007 IMMN) Wenti lulb FT-2 LUMBER. BMCIND- TOPCHORD tar SP III TOPCHORD Structural Pod aresum,directly apphad or S be purlba. B07CHORD 2ol SP III BOT CHORD RMle calling cursedly applied or 1080 no brourn, MITek ro— al NN Stabil'Ixem entl repaired moa.brad, be in.nslbtl tlurin0 buu medson.in accordance war Slabllixer InsWlin uior REACTIONS. 6NaW) 1•ie01MlsNniral,2.132/Medlanlra1,348Reecrenkal Mee Hoa -99(LC 12) My upI811=21(LC 12).2-10I LC 12) Max Grsv 1=18GLC 1).2=142ILC 17),3S8)LC 3) FORCES. 0b)-My.Comp.R,lee.Ten.-Mfarcea 350 Qb)Or bas eecept w9n shown. NOTES- 1)Wnd:ASCE 7-1 D;Vutt•130rnpr(ysecnd gush Vast mph;TCDL4.2pzf:BCDLS.Ops;r=25R;8=76R',L=SM',senar:W Ca 11: Exp C;End.,GOpI.0.18;MVffRB lerde lone)and C-C Etlad9g2)winds C-C for members and farces 8 MMRS for manometric.; Lumber DOL=1.60 plans grip OOL=1.60 21 Trb tyle M1as been tleNpne i fora 10 0 pal bottom d,ard Ave bed nonwnwrtant WIM1 any other Ave beds. 3)'Tr'M true.hes been realignetl loralive bads30.0p.f on the bottom Glare In all areaawhere a rectangle 3 -C tell by 280 Wa 111 fit between the bottom Guard and any Niter members. pLL I t f J 5)Refo to Birdrinmechanical al c mea b Flats connections. Oe a)of tiny to bearing plate capable s surrounding 100 to uplM s ucl I wept Lill ePP'L S. s�q aha. 5 2=101, mecM1anlul connedlon z=1n1. S \rj:',G E NS'• Gi 6)"Semi-rigid Prohbreaks including heel'Member and fixity model wysis as used in the analand design of this Wu. h` •,� N0 53681 C 7 ?ApG STATE iOF T �imT�' .0 ORIQP G�� zXSS:yONA •aE�e�`� Michael S.Msd1d PE N0.53681 MiTekuSA,Inane 6631 6904 read Bas M.Tam,R.MI Dare: May 27,2018 Q wMMIp-9vnYeW9nwremax.nem6ID'..'es my m—I.-r Mnax .. a— Vlaaw.]m m..peMl0ya60M ova -/�� oe u.was tw�..emMwm wremeaoee.el«amae.YPeeba.a mrv�pm pemr«le.morin.maamr«�Farm�a 6wamg=omw,eol.oor evp a ryalem 6elae um.rFebmblrp bergnermmrwrlry me ePP6onEiry or JeYpn peramelm ono«om Mlec«pwolelFe eeryp mlolMoraal ��Y■ wodmgderbe.e�ocF9 Famlwhm Perera boa911rw orioel.mol lm�,.mor�ar«en«e memem iv`. amor�onemPonre.a pemle..el brcel,.p MIT6k .ol»wrrepYyar«n061pem ma«reel cobpnrAmporvele pe�oodlNJry oma POP«Ivdomoce. r«9em«oIMJMxmee reg6reegme IbaeMrkY0bromides nyomengea.tleawwTmommoeilogm m ma en nwr�Iy1.em.dv,urey¢R.waameampae.m ams Pagwbde from True Pnle FOlule218 NLeSkel.Sur,32lmtrw^Y1 y„ Job T1ues rvee Type pay Ply d'agmW J1ee,ypMlel a T.,". Trv,WNI0uY6np funpmvq MWry.O.a 1]&nePp1193016 NIieklnpueE4a R.PoMry ZIGSq:S0 E010 Apel ID.2310A_rFe1X9YJbpUY06LGiCfea-KbRKoi505EG]y_HJOp51J3yRW8PBUmM1p13966eCM]D -tdd E-]d L00 E-]d E10 Sole-1:1ea 3 6 am 57 a Tr ^ a 2 8 2M IMS LORDING b ef) SPACING- 2-0D CSI. DEFL. M Goo) well Ld PLATES GRIP TCLL 20.0 Plane GNp DOL 1.25 TC 0.39 Ved(LL) -0.03 24 M99 240 MT20 21N190 TCOL >.0 Lumber DOL 135 BC 0.2) V.D(TL) -0.07 24 .76> laid BCLL 0.0• Rep Ends.lnv Y;, ME 0.00 Hors(Ty -0.00 3 Na Na SCOL 10.0 Code FB0201MP12DW (Ml N ,ft 18111 FT•20% LUMBER. BRACING. TOPCHORD 20 SP No.2 TOPCHORD Structural vend sheathing hal ly applied ors ac pres. BOTCHORD 2x4 SP No.O BOTOHORD Raid wiling tllwdN applied or 10-0-0 oc Mal he recommentle this 6nsbllMere and required wM bmoin0 be instelktl bunny luras aredlon,In aosordanw whin SUN as InsnsllNon su Oe REACTIONS. (INal2e) 2-110RMechanlm1.2=285105JL44)Rdewankel Mer Hers 3_80L C 1), Max Gw 3--ai0(LC 12),2-128112)), Max Grav3-122(LO 1]),2.2ai50,C 1),4=&(LC 91 FORCES. IIn)-Max.CompdMas.Ten.-All krwe 250(Ib)or lase exoeptenum ah.. NOTES- 1)Wnb:ASCE 7-10;Vutt-130mp11(3sewntl gud)Veeb=101mpb:TCDL=e3paf,BCDb6.0i n-25R,B-]611;L-5411;essigui,Oat.II; Exp C;End.,GOpLO18;MWFR6(Olrodgnll)Ntl C-C Eakrkr)2).1-(13-10-13,Interlor(1)310.13 to 4-114 zone',0-0for membersantl forces d MrAll for resistors shown;Lumber DOL-1.60 plans g0p DOL-1.60 2)Thiswes has been designed for a 10.0 haf batnsm ADN INe load nommeswment w9h any dyer live bade. 3)•This turas has been designed bra INa Iwb of 20.Dpi the botom UON In ell areae where a revu ngle 3."mll by 240 aide will it between Ne bottom chord and any other members. , 55EL IS 22x4 ' 4)Rens o:,InM b)ftx tmm 128. aetmeswnnedbrm. ,% 5) q 5)Provide mechanical wnnedlon(by parent)Olwesto bearing plate wpableofwMatenaing 100 lb upmalloimla)3 ei pdb) NAA,c,P M,q�,, 6)SemiLigitlpsohbmaka ndudingbeely wa Member end body model s used in Ne analysis and design ofthle truss. ,wNl1X f�\QEN$h•''•,�Q� r y �- No 53681 ; �A�•. STATE �OF . �/• �•,i,SSa'ONP.•E�CI,� MlcW S.Magid PE No.53681 MDeb",Inc.ROn fill 6901 Park EW Bi Thri R U610 Dab: May 27,2018 Q onvold.y...r1 l.re enlOEep nisi ox M9FMb my n., somal ra.RNCEMYl4]nanr.rs0.N61seafpeEaea. .ev i%ml�earm��e in nW Ia�.gca iecrory lx0ae,hrebo,ea mN`�Pon Mrmwlen,novnvuMaluun FaiNauoi WlkYrpmrryorminol bner„un rsWIceopdkctanoraeYprPwa^cel—orapwelly Y¢vPcalema o,-, nw owral ab„xdweeA],.emcNp ineicnl.eere P�eVenlawx,gmMeMe�nilm„-ee nwt>ow,a membN,an vnaauln.,a b,rywcry waPemxnenlbr"a MiTek' haMv/vre9uheln nueary ane momvenlceWgev.Xn pemNoennna lN�nene popeM enrmw. ,carol W+3anmreaamlq me IabkoXen.,Iwope.eeFery.radar oM Eradrpallvm me Mm ryeem,.ae .Krill OueM<xxl MxNM eM eRl eJ4ln =su.n1 AMey.sXan oudc[b lures table F,IIIWe.Ela N.be 50eel....]1R,.Vueno-,..]U 4 Joe Tnwa Trvae ryp Ory PM aNy R1 Isome% TrurWVIBUad.Congvrlr, -swiw pp a 1)Be0•Por la]O r ONlieklnbutlxe k[.Fe Nry}]pe,W;Ee Ala Rigel ID'DIVa/_VFe1XWJbPWDbLdzC.dtl 13R.F50ShG7y-gW$IJ3N .Umbp13i5 MED too sae I sl.e �. Sol 1 M.f 3 all Iz a gg AA 2 16 AN 4 LOADING(pA) SPADING 2LA OSL OEFL. h (bq Odell LWTPLATIES GRIP TOLL 20.0 PaleGripDOL 1.25 TC 0.77 m41 LAS 2-4 >S36 240MT20 240190 TCDL 7.0 Lumber DOL 1.25 BO 0.5D VeQR) L.22 2i >331 180 BCLL 0.0e Rep Stress lna YES WB 0.00 Hors(TL) -0.OD 3 nh Na BCDL 10.0 Cotte FBC2014R-12W? (Madrid Weight 23 to FT 20% LUMBER- BRACING TOP CHORD 2x4 SP Hal TOPCHORD Structural wood shedhing diredN applied or DLO oc Wens. BOTCHORD 2x4 SIR Noll BOTCHORD li calling dyed,applied or 10-00 oc bral "i recommends Ibis Sisbif era end mgulded crass bracing be Inaialletl tlunnp tmeadlest in accordance w1h Slabllrer In beged. uitle, REACTIONS. (jorele ) 3-155R4ec1unIW,293G .4--6LMatlImiW Mae Hod,2-171(LC 12) Mae UpW 3--115(LC 12),2=-IM(LC 12) My 0.3.16pal 17),2.336(LC 1).4=124(LC 3) FORCES. (Ib)-Mad.CompJMae.Ten,-All fords 250(to)Maar etteplwben shown. NOTES. 1)Wind:ASCE 7-10',VuW Wind,(3-second guap what Ot mph;TCDL•4.2pl BCDL-SOpsl;n-2511;B-7611;L-5411;eeve-ett;Cat II; UPC End.,GCpi•018;MWFIRS(diretlbrel)and C-C Fdersti-1-60 to 3H10-13,alerbr(1)}10.13 to 61 zonal for members and forces 8 MWFR$for sectors shown;Lumber DOL•1A0 plane grip DOLOAD 2)This Wu has been designed he a 10.0 pal bottom come two load monconcunent with any Whet live loads. 3)-This Wa•he.Men designed for G IN.bed Of M.Nal the achom chord In all more will a twirl 360 hill by 2-0 Woe will fn between the bolbm chard and Ary oMm members. ♦ adadadgills qys A d)Refer io di for mew 10 Wee commit iMf. ♦♦♦ gI4 5)Provide mechanical conneniion(by oNers)of llueafobeatlng plate capable OwiwAsnding IN lbuplMdlolnl(q excapt Qt=lb)3=115, ♦♦ ' Mq Iaa ♦ G 6)ZSerr id pttchbrealis including hi Member and are,model was cold in the anaboas and design Wlhis Wu. `�NG•-'\GENgF••,�Q%w No 53661 11.. .... ....... . A.... %,% MIMMI S.Ma id PE Ro.53661 all USR,Inc.RCan 6134 0904 Palle Ease BIM.Temp R.W0 Dale: May 27,2016 Qwa .wmaewanoNswurm,memEmmlaprea ON rmsarm AnumEPMrEx aEmamExcE rapsrw.am,...faawnssionmmawE. I1dIBmic cy wl ri eO mM ,dc—lervrham.anCbbr on mtlmbuol buibinpcompon rcc aclry th vcAcoba I anpn poomerm and popeM•mo vi mi besipn MO lnescowl bl ibm9 ee°a��rr�.�s r`er.,drol v,1.m .drw whom membexa�NO Adbllbnai iemPwery�bPmnanenr6,ecL,g !Tek' �umeiroiedammm.enlp Imgmi a Mandmommeomw••ahx uleperwnd inion on ANOWN maned imlprmenareoerdlw bewbono bmgn tlefver/.redlm oM bracing elirunven1—r1 pXNwl WeNy<Meae rlHfena a[SleWdnaCmmlarenl OaM Ger4 EaO01M. MNylMumaXen ovdodsMmlw Pbie invnlule,plOrv.Lee SM1eel.Wille]14,wleron�rb,Vp Hll.1, empe,FL 3°810 Job Trus, mMTayaOry Pry 1edE0T5, se' T t mt1R5 lareen onal.fall�aN. arida"p/, —, .Ia e0naTia NMIM ,le.PoMq ar.for.at,.Pep.1 10:231(x.�rFa1%9YJbGlIYDOLEzCIMoy0.'IYLG1nnPTM2VMYr%6'NWJaOruMpY YxCM]L LLtto � 611E a.ao 1] sde=1:11 3 IAt DO, LOADING(pall SPACING 3-DD OSI. DEFL. In (Ica) W Ud PLATES GRIP TOLL 30.0 Plale Gdp OOL 1.25 TC 0.01 VadILL) 4.00 1 ,989 340 MT20 2441180 TOOL >.0 Lumber DOL 1.25 SC 0.01 Val 4.00 1 ,999 1a0 BCLL 0.0• Rap St...Incr YES m 0.00 HorxlTL) 4.00 2 rile Na BCDL 10.0 Cade FBC2014fTPI2007 (Mable VPoIgM:3b FT 20% LUMBER. BRACING. TOPCHORD 2A SP No.2 TOP CHORD SWdumi Mica shari directly applied or 6114 o,purlins. BOTCHORD 2x4 SP No.] BOTCHORD Rigid ending dbecdy applied or 1080 oc bmdng. MiTek—dddnndaN .1 bllpem and rx ulred was braiding be bltlalRd Our Wes emdlon,In accordance wM Stallion Inatagatpn uid,. REACTIONS. (IMBixa) 1+310.3-0,3=24RAechanical.3=9RAechanbl Mee Hoa 1-21(LC 12) Mae UPIMf e20.0 12),2-2DILC 12) Max Gm 1.M(LC 1),2.2NLO 17),3-1 BILL 3) FORCES. (lb)-Mn.Cwp.Alex.Ten.-NII forma 25D(Ib)cr toss exmpt Men shaven. NOTES 1)Wild,ASCE 7-10:VuB-f 30mph(3-second gust)Vaed=101 mph.TODL4.2ps(BCDL-64pep h=35ft',B=T61E L=54X:eade4R;Oat.II', UPC:End.,GCpi=0.18:MW RS(dimdtonaa and C-C Erteriog2)mne:C-C ror members end roans d~RS far mm ma shown; Lumber DOL-1.60 plate grip DOL-1.6D 2)The but.has Ewen designed tor a 10.0 pal boom dloel this load nomi<uoend with any other IIye loads. 3)•This"ars hu been designed for a his load of 2D Opal on the bottom chord in all uses where a didni Y64 rill by 20D Md.will M behueen me bottom choN and any other members. `Leu n ups 4)Raley to glMer(a)for Imae to Wes connections. A\LL EL $, apI 5)Preside mechanical co rection (by omen)of Wsa to bearing plate Mjoim(s)1. Q �P Mq 44 6)PNvide mechanlul mnnedion(W oNen)oftmaa to bearing plate capable MxlMstanding IDD to uplift at pinds)1.2. w�G • GEN"'• Y61, 7)'Sem4tlBid Pltditbmake Including heels'Mereberend NXymil Minuend in the Andres anddeapn ofthu Wes. p :'VA `SFS•./Q 1 No 53661 V:/ /$e/✓l ��.�L �St, STATE /OF Michael 5.Magid FE No.53681 MiTek USA.Ina K Ded 6631 6901 Paha Eart BNd.Tampa K 53610 Dm: May 27,2016 A,...laora.ss.,mu nwawdxx chops ox can nmacaumonnraxnerxaxxc¢weawansr...saevmrsaxFondusa. flip Oepn Mq bummHe'Im Mnelnc°mecrm.mis Eengn 0-ldf ed—led I—Old L b a,utlFn]W b°Mnp Ooddo nt n°t n9em Beua1e pl�pdergnernuflrMrytb Oppac°bnN°rdeupiPwOr^etvtOld pe e^ddt%Inn deap�dt°me° BNYm L'.. .pnr�n:d aceto°we°enr>°al,.p.rL,ddn,�l =J-dam m aenwda bo .,,,n c�rN MiTek Cary gevenlcabpawim p°able pewnd in O"iw lddooen NY—r m6dwtun.dni.pe,dea.N.wedlmom bmorpmlm.rer°ndtmr nnemr.res axLmm w.xaem.d°.aa.ea.eaaaleuNne e.ea.n.d wam.Olde setery Immm.n.n O,d°d .d.Nd.a. duye,ary teel1..t s�ne11I a-nMdve.air1. -rod IL.1 Jab Trues Me.Tape Day Fly aeam1nunM w ay.n x irueWNBubip Compmee,mbYNry,fN ,.,a far'.xma whex,roveWF le.Fe ee I ID:DI(zAyFa1XTIJLpUVObLEZCletlaytltYLG)nmp715NYNntvXc3rvxJx0a17.Y YzCMEC z-na xna sule.I Is, 2 She 1x a 3 2Y= LOADING(pal) SPACING- 20-0 OSI. DEFL. h (bc) WM W PLATE$ GRIP TCLL 20.0 Plate Chp DOL 1.25 TC 0.15 Va"I -0.00 td -1 2 MI 14M190 TOOL ).D Lumb"OL 1.25 BC 0.09 VOMI -0.01 1-3 >999 130 SCLC 010• Rap Stress Inc, YES WB 0.00 Horl -0.00 2 We We BCDL 10.0 Code FBC201417P12o0) (Me MI,lut:9b FT 2M LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood menhing directly applied or 2-I1-0 of,purllne. BOTCHORD 2x4 SP Not SOTCHORD RMid calling diredN applied or 10-DO ac bracing. M?ek 2mmmanus Met SlebAlxes and required aces Gacing be NtleMd during here erodlon,in a¢ordance Mh Stabilize, Ihade !an Viae. REACTIONS. flippant 1=102024,2=74A4emxicel.3=20IMemanicel Max Hoa 1=59(LC 12) Mm UPIMI=10(LC 12),2-59(LC 12) Mae CRY 1.102(LC 1),2=61(1_C 17),3.55(LC 3) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250 gee)or Was except abed shown. NOTES. 1)WSM:ASCE 7-101 VuX=130mpM1(Sumond gun)Vud•tOt mph;TCDL4.2pa1;13COL-6.0paf,h-255;B-76R,L-541t;gave-61t;Cal.ll; Exp CI End,GCpi-0.10;MWFRS(dlrectimal)and CC EMerlen2)nne',C-0for members and farces&MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.90 2)This sure hes been designed for a 10.0 pn bottom chord Irve road nonconmmnl Map any harbor live Ixtls. 3)•Rds truss has been designed fm a live had of20.0ps1 m the bottom chaN In all areae Mers a rectangle S 4 tall by 280 Md.well m bnween the bottom mole and any other member . gLLFFF 4)Refer to ordens)for truss to ase connections. FF43jaa 5)Provide memamxl mmedlon(by others)masa to bearing plate N fom,(q 1. �p NP L S• Mq , 8)Pmvieememenexl connected(by others)olWaa to bearing pixie capable We11M1f1eneing 100 thupli11 a1feMfA)1,2 ,MM,'wG CENe'S•., G� 7)'SemFrigid pechbreans including heels Member fixity must was used in the Analysis and design of this puss. � p ; VV F'•,Q w No 53681 i'. 'A�'. STATE ;OF i22/� F Michael S.Was ME No.53601 MITI JS,enc.R Cart SIM 6901 Parke Eat BIW,Tam,833610 Dere: May 27,2016 Qw4aYXe-V�YyaWpe.r.*.r-r.gra.Mo.AN day. F.aaa W.im m.faeNOnaa£OaE prix. �� ..wen wMlaux My vdle area mnnenars.If Mane bone m,r mere.mown.rine roro aNlamoeonpanene not olvarp,em eekroure.rFe bulltllnatln�jnymwlvglY Me mPlc'aegry e�IEea�pn osomerev one q�eM�nc n¢ xrr.rpv W2owal I:sari$myn. Naga Haeaeaero PeVenr wara,PorineYwe me...wamfarennre memos. rv� ria pemw.Nl aaclnp MiTek' broyr,e dom"rnabiYNow iip'Ond lcWmre..lrbcerrmw FeeenmN... omm en rcNr reYo.aname mbrxmInveduos.amholesomhun MaleraenPolmme,.ne lmn mre.n.,een..print pu,14CMeaa mura.e ecY awanaeempon.el same wr.p IY.rmNee a.maele nommrss Hare mnm..218 u.reesneel.swot rix.aw,.nan..vn m1.. Y Jab Trvee rode Type DN Ply 160501W Ra kWLpn g illlMl TrvYMan BUWlpCmplwlla, Yp>ry,M I;J-0rla Ml se—uYUNb>Inc Fow,"W:W:L.,lad el U:23N]1rFe1%4YJbpUTDbLazLb0.HSBCIM1OLYL_NGNRRMNt,99EJIa20F 60T3%RZCMEB aH l Ana 6uY=i.n.3 2 age FIT t d 2m= LOADING Fill fPACINO- 2-00 CHL Di b Ibc) Well IM PLATES GRIP TOLL 20.0 PMe 0,DOL 1.25 TO 0.09 Ven(LL) 4.03 49 >999 2x0 MT30 244/190 TCOL ].0 Lumber OOL 1.25 SC OSS Vad(rLf a 49 NQ 1W BCLL 0.0' Rep Sbmslnu YES g4B 0.00 Horl 41.00 2 Ne Na BCDL 10.0 Cole FBC301MPI300] (thermal might 16 to FT-2Y4 LUMBER. BMCING- TOPCHORD 2,4 SP Na.2 TOP CHORD Structural wood sheathing directly applied or Fil-0M,Pul SOTCHORO 2x4 OF No.2 BOTCHORD Rgls calling directly applied or 1 G0.0 ac broiler, MITek recommend;tntl Slebll¢era and required eon Gadng be inalalbd during fuse eredbn.In x.n ance whin Stabilizer Inalellelion led REACTIONS. (INeze) 1=1]ar0.2-B.2=12&MeMMIca1.348IMeManlul Mex Harz 1=99(LC 12) Mex UPIM1_19(LC 12),2=-lW(LC 12) Mee Gmvl=1)6(LC1),2-139(LC1]),3-0(LC3) FORCES. Ib)-Mas.Comp./Mar.Ten.-All rose 250(Ib)0r leas except Man shown. NOTES- 1)Visna:ASCE 7-10;Vult-130ol(Saeand gust)Vaal=101 mph:TCOL=i BC0L=6pW b=25S;B=I6It Loi eavi Cat.ll; EsP01End.,GCPI-0.18;MW RS(dlredbnagend C-CEMerbR2)zone:C-Cbrmembeo Mdbraes8MWPRSrormadlons Mown', Lumber DOL=1.60 plate gnp DO✓1.80 2)This Wes nes been designed Mr A 10.0 Per bosun Mord IWO Intl nonanwnent when any Whet ave base. 3)'This"So has bean designed for a Ilve load W 20.Oped an me bWlom chord in all ares Micro a rectangle 3-60 bill by 2-0-0 was will M between the bottom chord and any after,members. L211111 a)Rater to gimel not Muas to Muss anneaioa. eeNe33 I ggla 5)Provide mechanical connection(by 0enma1 Model to bearing plate atloinds)1. ,NN LAPEL tjgA eA�i B)Pmvlee mechanical=nedion(by o em)W odss tc beano plate apable W wMstandhg lM Ib uplm alloim(s)1,2. .... r•S'., Gj 7)•Seenni pnchbreabmouth,heels"Member end rely model was used In the analysis and design W this muss. � C : T, F••.O '. ,� No 53681 S9p;• TE "OF P • � IN Mkllzd 3.Magid PE M.53SS1 MRek USA,did.R Out 6631 6901 Pare Earl ON.Tempe R 93610 B p May 27,2016 jfiL NMa.wenta we,eweewwe Nd Rlaa kM ON iMa elOtlrauao;plElt a6;M PAP M>Ina rrv.'.Is ae;0Muse ��• Leap;,aier e�.ee�N�+m mnemcomeoree.ml.e.,a•eeaeee,.y Pmmwlee.no.a.ecanle,e�ner.e �em.�m m e.tllw buMlrytlea2lwrrrudeMrylbnpprcoWholdn�po0lretenpntl w0 a^v.werdr onto me overcl cptetlNr�pmw,re,�II�eIWei,.e,wlW�..bantll>cnaameNweNO��w _ �pP =ae�l,.,�l., MITek' iamvy:ara iueiih am to diatom eaL.Pee.I..tlabpemeW lN.-dompeMaamoee. a >V babill�repedeewyeleclkaoMdaceeel LuenmdmMMtely.ree aNYnXe^We9y CMe;e OS�Ea eunwe eLSleWJnp Lampuenl ;aNPaMa Bn BM. N."Itbimanan ovallcbb heminp Ppre NMIUM,31a N.lea Street 5ube12.abecndM. 9JI<. ianpe,P144810 Joe Trvas lues type Dry Pry mneM lspemN K xr Wp 1 TrvrWNBUMryem{wb. spar (1A 2UneIpr 19A16 NIieLlnaueMn N[.Fn Mry ZI p:a101 Ate Ppel 1D:DKz4, OXWJWUy0 Ld2CNdJj KOIJE�UEjsH6ead'/NnMa EdDy ?m CMaa sN lo-tt-0 Ill 1 fatDa s64 safz 4112 all eSa aw= sra.=um.o vs4 II 3 e 4 12 a ado 2 3M i 2 IO 1 ] 13 A ss4= 1.44 II 4x4= a,td= sued - I- I LOADING(pap SPACING- 2.0-0 CSL OEFL. In (bd therm LM PLATES GRIP T. M. PIMe OOp DOL 1.25 TC 0.35 Vall -0.18 6-1 >BB9 2b MT20 34Yt90 TCDL ].0 Lumber No 1.25 BC 0.85 Val -0At W7 >569 180 BC11 0.0 ' Rep Shoals Ina YES VeB 0.90 Hora(TL) 0.03 6 one We BCDL 10,0 CWe FBC20I4 U,00T (MaNx) idiall IN In FT•20M LUMBER- BMCING. TOP CHORD 20 SP Ni TOPCHORD Stmdural mod sheathing dbedly appled or 4-9-13 oc purlins, except BOT CHORD 2x0 BP Nq.2 end veMuk. WEBS 2x45P NP.2 BO]CHORD Rigid uillnp tlircdry applied or]J-3 wbracinp. MITek nwmmentli iM1N SIeNI4ere and required erose thred, aft InelaINd during Wal aradbn,In eccwtlpnca with SbbllMer he re REACTIONS. (IWshoe) 1-72510-24,6=72541-24 Mu Hors 1.21 all 12) MU Uplift -I55(LC 12),6-21](LC 12) Max Gray 1•725(LO 1),6•]3PZLC 17) FORCES. Bb)-Me..Contains v Tan.-AIL Mme 250(M)dr thermal Man an.. TOP CHORD 1-10-12391451,2-ID-11]W4882-9-BIM14.Sll- OMM,4-t1=-0061336 BOTCHORD 1-9=4]W1OW,8-9• W1097,]4-BSWID9]J-13-24W439.1S14-281439, 6.14-24111 WEBS 2-7=471/342,4-7-144WIF 46.4941408 NOTES- 1)Wnd:ASCE 7-10:WB=1airman(3-secnb gust)Vaed-101 mph;TCOL4,2pd;BCDL=6.Opa1:h=25i 3-7911;L=54R,Base-90;Can.ll G \\\IL21111gq C , Exp nd.,C;EGCPF-0,18:MWFRS(dtredlona l and C-CExtending)t2)014 b 584,InlerkRl l 544 to 1011-0,EMerlog2)10.11410 \\\ qIE 164.10 ane;C-CrormembanendromaBMWFRSfa,me onaanovn:LumberDOo-L80plMOgdp DOL-1.60 ,r y,PE� S• Mq AAi� 2)Provide ideal dramage to prevaM water poYd,o,. :\ WotherN GE N$'• / y 3)This as has been deagned for a 10,0 per bottom cnoN live load nanwnwnent with any baler INe . `q ! 4)-Thlatmssbas been defignedfura live load 020.0psfnthe bottom cri in all areaewhere areoMv,1. 84tallby2-0 Ywd 111 _ M behal the bogae chow and any other members,with BCDL-10.Dpd. No 53681 5)P.M.mad nlcal wonedbn(by others)of trues W bearing Plate at Inside)1,6. 4' 6)Provide medrani al cwnedlon(by others)of truss to beatlm9 Plate tapable of wnhsundlnq 100 to uplift AjolM(q except B1=1b)1-155. l * 1 C 7)"SNnMpM PikhbreilN lndualnq peek^Member ens fplty moeel was used in the analysis and aeaien mlM1la was. -90 STATE OF :�JW ORI, NC i/M4SS,0NA`- 111111111, Michael S.Magid FE No 53681 Minsk USA,Inc R Can 66M 69M Parke East Blvd.Tampa FL 33610 Data May 27 2016 .Im,sveuver'MORA axlWajuddsv MKPIaEM141movNNaaEPSE OWpMNOrelmecllheYbnrmebam,nhlan Fa+ d ullEn .sel wmeoH alF W1' a Wer mlem eel —me,bulaFp bwpmrrrutleerY/rMoppcoMN ee�poamelenanepopeM ncomwelelne eetgn nlo lbs everal 1. ewalw esgn. aha mmcmee No pevenl bVcbYq erinWawlNu alorclvtl menmw�an% aaeMguld—oryI'd nem+nenldocwO �R. ewm„eom.ea m.nemlNw�em weameoew..Nm w�lbkowrwnlww�aPmwmaa�x. ,Mw,era oueae�,eoa,ama me eibnn`r lien°edeleel 'mn`i:eriol`bilu°1e 2ieNNe1ta'`re sipar.sul.atznMwM"eam o�eN em.na Dash maeole.am.e ewep.e.x es..ie pTerve a a9aidxn _J Jeb re,m]M L tree) rine—'T"' av nm M � mossalNiagomlrman., shoes on a ]AW.Iyv.....Nlnauwka.N[.fn My 11 a.: 1.1 rete Pae.I IaLM]/LviatXT'SpNDbLexCleblylKONE4aE)SH SVNNOWEKKOgMnm7 xWW 1H-1R 14160 _ r Sad 4611 4-64 SN asks 1354 4A= 3 aW 13 LW\\ 1t LSM // 0 4 a2 12 5 1 I$ s e SM= ]M= Y4= 4-1= 3M= � 1 t4t4o L0AgNG(Pe7 SPACING 2-0.0 CSI. T-F(LL In (bcl YeM 4-/0 PLATES GRIP TLLL20.0P=GOOLits TC 0.31 ) W >889 ND MT20 244/190 TODL 70 Lumber DOL 1.25 BR 050q8 >999 100 BOLL IS Rep Sones lnor YES MIB 0.11Tq O.N 5 ties Na CO 100 Cee FBC281MP2007 (Meb63 Might 88th FT=20% LUMBER. BRACING' TOPOHORD h4 SP li TOPCHORD Sainting Acca sheathing ekedy applied a 4-10.14 a PUdini BOT CHORD 2x4 SP NOF BOTCHORD Rigid caleg directly applied or 42-11 oc bracing. MESS 2x4 SP NO.2 Mi reammende Net Stabilizers and mguime Cross bracing be Installed dulTp Wss erecom.In ac edi cath Stabilizer Installation cutido REACTIONS. (Iblsb:e) 1-126042-0,5=]28102-8 Miss Hon,1=148(LC 10) Max UPI 11-1B7(LC 12),5-1B](LC 12) FORCES. (lb)-Mu.Comp/Mex Ten.-Allforae250(lb)or MsaxwoMenshawn. TOPCHORD 1-9--t 24fi1500,2-e--1 f4515e1,b10=-11111518,310-1101)53],111-1101/5-17, 411-11111510.412--114& l.512-12b530 BOTOHORD 14- 1003.74-1704043,&7-17t?13."6 D5llM9 VvEBS 34- 171"B.46-28013-0-VFX447,2-0-21!i NOTES. 1)Unbalanced roof we loads have been considered for the design, 2)MWl ASCE T-10',Vutt-130mph(isemnd gasp Vasd-1o1mpbl TCOLM.2psl;BCDL-6.0psf;h=25X;B-7Mo:L=NB;sav ft;Cat.II', Exp C:End..GOpi=61B MVUTRS(directional)and CL EMedob2)00.14to5 1,IMarlar(1)Sfri t0411-0,Exlerar(2)9-11-Ob sspllllllp/ 15-313 zone:0-C for members and forces B MVvi for reactions shown:Lma % ur DOL-1.60 plate grip DOL-160 set, L Tnb ......... S` aal� 3) wN live M ss nes been designed for a 10.0 par bottom choe load noncwnem won any other live Maas. ,%: � M,9 /AA 4)-niswss nes eew designee forerrve laam2D.DPsfon the bonarchi In anamaewheme rectangle 3-641011 by 28 viaewln wNG•�.Gs� � E N ;CiO at b0lwnen the bottom chard and any Other member. SProvidemechanicMoomm ction(byothem)otnufimw fo eatobeanngpiMeatjoint(g1,5' No 63881 e)Provide aciranical anneNon(by others)cbearing plate capable,ofwlOsoanding IDB M upIM*jOmUs)asapt at-lb)1-107, .•*� 5=187. *� ])"Sembdpa orchBroaks lnduaing heels'Member and NOW model was used in the analyseand design tomb tines. - �Pi. STATE OF --,, A�T�SiS;ONA ?G,, Micheal S.Magid PE NOSIS 1 MBek USA Inc,R.Can 6634 6904 Pers,East BNd.Tampa PL 33810 qa May 27,2016 xa.wanawmw�e•m.maReabrroIm.g.,eaMewnaabee]aBaaraRexcar40a MN]m,«.teawnleevoa,ae un. 'o�=d="MfX,`gwln wr.weo...croa m,. annm�.e a.ry w�omanKren.ho,.,�.am��mron tie "od O's" P'"' .�wr �„ I»nMexo e..ro�a,m�n:niM 1I<000e�awihor ^aKe.mmr.rmr aaomela ma o..e ,r oast). =�.giro--.anmpp�mmr,.ungamaaeumm,a.�aee.am�moramdrroenar°n. anannrmreom mnar,er, a.�.a MIPa. XOMmsrenulmelwdablN rete oc, ^�maP=)Alen pvtlnbpmonol lmW a�tl Prayhlovdae.ww^-11vmdeoMid,Fama wM1Y�inlarmeXen`u�o ebbe,hemirua PlareNio°eliieN�LeeSl ger 3ull�ei,2AM.µE1mP n�o2 oeNn oM.seaneaal waa,no Darnom.M *aaae.11 Esaam01M. \ Jeb TMe dad Type 10 y Ply 160rma, Lt x4 1 .1. Lower inNIINBYMp Urrpner4. wass,.AA1>.ac., "'o,wreklnEUNbt NAla t MMeyP%a1'a opal ID:LT(z4LVFa1XTJWMbLd;CfsdA ib3J3biSO1RUgHN.YaJU BTzBye20W.gmz M6 I.ee stta F to-11a 4 IaA 4au zea az-12 a.. 1:..a bA= foe= a 4 am r 1.Sq o 11 Iz 1.Wt b 2 s i 10 R 1 e 9 e m= axlp = a.4= m= x4= a s s»j Plate OBaate IX YH IS0->00-2-0114'43LQ J LOADING IF M SPACING' 2-0a GaL DEFL In (Ido) Vee0 lid PLATES GRIP ]CLL 20.0 Plate Glp DOL 1.M TC 0.28 Van ILL) -0.OS bT >999 240 MT20 2HM90 TCDL ).0 Lumber DOL 1.25 BC 0A8 VenI3L) -0.15 1Y7 >BBB 180 SCLL 0.0 ' Rep Sbdu!nor YES 113 0.08 Hor,,M) 0.04 6 we has BCDL 10.0 Coed FBC2014/TPII (Mien) Wep1d:FarId FT-20% LUMBER. BRACING TOP CHORD 2x4 SP No.2 TOPCHORO Structural wood shealhing dhtly applied or 542 ac prans. BOTCHORD 2x4 SP No.2 BOTCHORD Riga caring direly applied or 8-53 oc bearding, WEBS 2x4 SP No.2 MRek remmmenda Pi Sbabilizers an raduFed omm bwdnp be installed dung base access,M accoldnu wth 61eMlher REACTIONS. folfro) 1=7201G2-0.8=7160I Max Hort 1-131(LC 10) Max UpM1-187ILC 12),0=187ILC 121 FORCES (lb)-Mex.Comp.lM..Ten.-Allies 250(lb)rl...pt"l nabown. TOPCHORD 1-10--1287/583,2-10>-123W5 ,2-11-1118/540,311--1058/554,34-778/488, 4-02-105]/554,SII--111]/539,513-1232/598,&13--128)/583 = BOTCHORD 1-9OVIN9,BA=-223/!]8,Ta-U0 6.6-7MBL1089 WEBS 2-8-2514BO,38-168I366,47-153984,5)=2531281 NOTES. 1)unbalanma root live Ideas have been considered for Pie Waugh. 2)11n:ASCE 7-10;VUI Worm(lwbcona gust)Vasa-101mpIq TOOL-4.2pe1;BODL-6.0p 1,n-2511;B-70;Lb4n;III Cat.ll; ♦ \\EL e`ISa2224 ', Exp C;Entl.,GCpL0.1 B;M1'FRS(dlredlmep r1d C-C E9brbrl2)0.14 b 541,IMxlor(1)581 to&11-0,EHMo1(2)8-11-0to \\\ I'I/e 10.11-0,Incident)l8810 to IM-12a.m,C-C for members and forms&MIFRS for harreme Mqw;Lumber DOL-1.61)plate grip ♦ P •V/ DOL.t.60 ,, pat . 3)Provide adequate drainage to prevent water Pending. !C\I•VAC E NSF• 4)This"as has been madras for a 10.0 par Whore chord live two nonmncunenl with any other live loads. 5)-This Vuss had been dial for live load M 20.Opsf on the bottom chole in all areas where a rectangle 3fi til by 2-0-0 wide will =�';� No 53681 M between the bottom chord and any other member. e)Provide mechanicalcunrdion(byothem)&Wsstobmdng plate ajgint(s)1,6. O l * C 'n Power mechanical correction(by othew)itruss tobeng plate capableiwtthianding 1001 buplMiloings)exmpt Ot=lb)1-1827y,�Hv( /`.� s�,�� 6.16)' '. STATE OF e � 8)"SemMeMpholubmaka Maudinghmis Member end curry model was used P Pe four and design of Pis coliL?1. . D' / (V: ',moi (c�R.�O R 1 O P•:�_ mid S.Map d FE No.53001 MRBk USC,Inc.FL W 8W4 Sam parte But BNd,Tampa FL 33810 Dae: May 27,2016 bwp .. VeeH tluMpeweMXIO OM M'OCFpaOEY4 ern'.13N1/LMaarOREY6a. a. h1ebacmnredn.11,fnglch11,,co -rom1-I,walIalalavel EUNry cmmlml .1-o,morm Walde me. a mIGNp Eenpw runt!reMylHe oppf¢oClllryol Ce9pn porvw�ersantlp MFcamnele Pk Eerlpninb Peomoll , 1voe" our for uofvmxetea ow,sIt 11111,, ee„mwur.mrs„wora,ommemomr or;n. mltu.Yl,entoderm-rs�e pwm.,,er�t em�P MiTek' loodco nSt, aoallrynn mrslrywrsca Pm,crolVP�eeM mmca.sCr9emml puk'enc.reWrGbolne ]plNyClnbsmYll dao MCle homdruu Posh oe lie Naee tlrcel.5Jb912/,bmnJW.1V4WAYXy UIMe.OMLand rrlauNlna CempenerA dW pule M d , nmw,FL sold Jcb Trves ryes Type qy Pty 18-0tl].4 LO pGMx t R11iM1 TryuMen Buse.nolpamMa, wa.ayAR1 ]1-0.pr 11 Is ITa lesseb,Ins FII Mry 90:51:032016 Ppe1 yew I0 :Z31VkvFn1%'/YJb1UrObLE.Cfsd .i sUMcwGT1tyE0510uIMAog H9GaCC2CMa5 31 3612 3U0 >60 aa.l] 11oa Ston, 1:39.1 Me= 5M- a 4 S. 12 isw c m 2 5 a A �I d 10 B e ] G 611,= 710= 46= 3M = red SE= svaN1s»a Ise-e Plate ens zr :o-3o o-2.a a: 1 to.osoo+l LOADING(ps0 SPACING. 2-DO CSI. DEFL. in (too) Udell Un PLATES GRIP TCI-L 20.0 Plate Grip DOL 1.25 TC 0.70 Vini DOS 74 -999 240 MT20 2111190 TCDL 7.0 WmOn DOL 1.25 BC 0.58 Vag(TL) L.le ]-0 >999 100 BOLL 0.0 ' Rep Shea lna NO NB 0.31 ..NT-) 0.05 8 Na Ne BCDL 10.0 Cade FBC201,4114007 (MMN) Vrbghe:1016 PT•20A LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Stmdural waW M.Ming directly applied or 3-1-15 ac purina. SOTCHORD ME SP No.2 SOTCHORD RIgM salting directly applied or At 14 ac"chg. NEBS 2.4 SP No.2 MRekrecommenda site 6Yblllzera and required waa factn9 be IneYlbd during inca. h enIn ecwMance will)Stabilizer ang user REACTIONS. (SyNne) 1=1071W-8,6=15371424 Mall Hoa 1=100(LC 247 Mae UpM1=&16(LC BI.6490(LC M FORCES. (lb)-Mn.Comp.lMar.Ten.-Nl brcea 250(Ib)or ba armpl w en drawn. TOPOHORO 1-2-2056M46,2.-19111va7,N-IBB&671,4$4296&986,5$=• N71Ig6 90TCHORD 1.10=5391791,9.10.3211628,M9 3211628,74= 512211.57= 61)2689 NESS 9A-1951578.46-MOI260.4739/135] NOTES. 1)Unbele 2)Yang:ASCE r77-10;V UM:13 hem b(1eeinecpoonntlsp9uenrltl Ioi 01 mph,. TCDL= p ;BCDL•BapM M1451B-781;L-54fi;, e Cel.II; Exp C: GCp ;MrMcRS(tltro Lumber DOL-1.60 plate grip DOL•1.60 3)Proved ade draina Water pending. aap111111//// 4)The lrvae M1.a been designed for elo.0 pit banam Nall live lead nammneunenl wait any ain.r the meati. ,A. �P•E.. S. . 4 ai 51-Told,mss nes been designed for a Me load of gapped on Me bosom Nord In all areae alter,a rectangle 3"int by 2L wine will ,: N. "GE NS`;G'iOi M betaveen Me bottom Nora and My*met member. 6)Provide memantcal connection(by Moen)Mwea to bearing plate atlotln(e)1,& l i 7)Provide mechanical correction Other)ci to bearinMn g pine capable stwanding IN mupllhat)oinh(s)exmptat=lb)1=316, NO $366 ch1 ,Von. x ei ••* � e)"SemMgMpdMb Mintldingheem"Member end put model was used In the anshysis and design Mthis hues. 9)HMger(s)mothermmnenlan device(,)shall be provided suHluentto suppagmmmntrted loaa(sJ 1165 Wei and HO lbupir ❑.Q; eLsv/ / 15512Mbonom mom. me Eesigrvmte06on of such commuc bdevlm(O is ma responsibility of omen. Q•, STATE /O/ .: m 10)In e LOAD CASE($)amount,loads w loads applied to the arms as are noted a6 more(F)or back(6). LOAD CASE(S) Standard0'10 1)Deaadd+R6WLee(lelMma):Lumber Inman-1.25,Plate maease=lu ,I,WSS QN.. .UriGSA` Ven:1a-d4,34.64,"s-54,1-5=-20ii Concentrated Loads(Ib) MIcANI S.Magor PE No.53681 Ven:le-1156(F) Wes USA,Ina FL CM 6634 6904 Page East SNa.Tampa FL 33010 Dae: May 27,2016 Qw,RMx -swortlxM,Fneessers.REEa M0rt5 dl iWSIMa INCLYOEaMrt1(REFEREXCEVIOE 664613 m.169N0y6BEFaaErRE '' G nvolitllnmeonNH16 Wlet@canneden The Gugna emeJ only upon poranwlen n,ovm.antl IaloonlntlM1itl,mlbuNlpcomlwn- rot Mlem eetwe vatIM bWItlNO d-rensr ni teary lM opplk.roll,I r.,c rymnel- rd-iower n..us Iona deet I Meoveral e�2tll„atl.el,,,.,.,alapllwltlalea, we.enlb�.I�e,ellntllWbnnlmne„.bnntlle,enwWmem,,not,. .101(slxosecealwpell,xl,eelw�n. MTek' e abAyae.,u lw nowei ora to creeel cdwme wlln pwable penenalny.y old pmpeny bmnae•.Far vena-1nud tlere.oana me yon ai lermaem cmRob ewc.Flselnli,raer3iessiond1meen-m I].nkw,"e Iv°zi]nlielaM6.oNArwa KYl aumme Cwepae.M imp:.iLS-aeaia Ve. her,Tyw Gly Fly man 1. Y Wp i n + Tryr+Yrrl@Ypnp wnpfiMr' Wh'H'Oi ]Job ItIffaidge foulard) Ga.I�pr1V-a I.naveri in,FO Ma/27 al saw Ppe1 68-1 &11A IDMS VFSIXWJNUYMLEzgM ?i PKVM GTIOUE i oa onFIUUIHgGe CzCMM5 wa laI Ke Vx-1x SSB SSB Eula=1'.XB W= 6110= xw 11 4 1e B 0.00 12 1.611 C 11 2 10 1 Eii aN= 9 B ] 310= c. 1.SM q.10 LOADING(peft SPACING. 280 CSI. DEFL. N (tog we Ud PLATES GRIP TCLL ID.0 Plate Grip DOL 1.25 TO 0.32 VeQLL) 8.19 U9 s899 NO MT30 24Ut90 TLOL 7.0 Wmbsr DOL 1.25 SL 0.]T Ved(TL) 8A9 1-e x189 180 BCLL 0.0 • Rep Slrese Ina YES M 0.71 Hoa(TL) LM 6 Na We BCDL 10.0 Cafe FBC2014b1fle 00] (Ma ) Weight:107Ib FT=2W3 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing diredly apps or 0.11-9 oc pudns, event BOTCHORO 2x4 SP No.2 and valkale. WEBS 2,4 SP No.2 BOT CHORD Rigid coling away applied a 6-11-8 me bradng. MRek rewmmende 1M1d fit0billzws andrequired wee braGng 0e inadlled dudrp thea ereC110n,in acwNenw WN SIeWber REACTIONS. (ImsYe) 1.72516-7251 Mix Has 1.180(3412) Mix UPIMt-165(3412),11112) FORCES. (Ib)-Max.Compzidex.Ten.-AS 11250(to)or Nes except"ran spawn. TOPCHORD 1-10--1222/510,2.10-1193558.2-11=980580,1-11 -90113]8,34.81 1/308 BOTCHORD LB=-681/1050,8.8-9101650,]8-9101858,8-]-310858 WEBS 2-%:I 529,39.01252,46-869Ma1 NOTES- 1)MM'.ASCE 7-10;W tt-13anph(3aeccmd gust)Vutl=101 mph;TCDLW.2psl;SCOL-8.0pd;M1-2511;B=788',L=568;save=68:Cel.11: Exp C',End.,GCpi-0.10;MWFRB(directional)and CA ExNnar12)0.I1to 581,Inherent)5-61108-118 Exleriat III 16-6-10 zone;C-C for members and lards B MWFRS he numbers shies,Lumber DOL-180 plate grip DOL=1.60 a JE`IS 102g A 2)Provide adequate drainage to prevent water pending. eT 1 Wits3)This ss has been designed for a 100 vasbM ww t bottom Mod live nennlron1 w11M1 any other Me leads. ♦Y P .y I'qC AI 4)-This truss has been designed for live load 020Cpst on the bottom chard In all areae where a redengle 380 tall by 288 Woe*11 m between the bottom Glad and any other mem has :��;'�1GENSF'•,�O 5)Provide mechanical connection(by dhers)of Was to bearing We at joint(s)1.6. 8)Pmvlde meCM1anKaI Co80edi0n(by 0ihea)W Wsa to Oeanng pile capable dwAhslantling lOB lb uplMtllaint(s)exwpt(1-Ib)1-165, =�"T No 68681 . 61 - or( ••. ])"Semirigid pMhbreaks including heela"Member and Bxily model was used In the analysis and deagn offinis Wee. 7 } 0 7 STATE OF �2UC T MNhal S.Mapd PE NeWaill III USA,Inc.FL CBR 6831 bane Parke Eed BAeL TYnpe0.03810 DM May 27,2016 Qwax xeVu4ytlWpnpruuwemlxE4p N01as ox]rosAM amLweO aero Avfaexwaaaaw wmrreerarz uaa MIN a`m mmwl vew'h4ha mpalcae,up-I-'-I,-.ma B harm lnaAYW budria om nenb not ticicticies -- o a�lne Ver en parumekn end ,..,-1.1.divan V.xre o-A symn tlin6ee99�`bacnptiedge YeeMtbcdlII�MIW.u.Wucob.Mluch. mrubm-y.Fdalsml kmParW aM owmarom wacl, MiTek PersmalnNry ark Gama eft, 'an. .Wil bion a,Minna¢ um' mp turns, Axel/1nvV bbl Ndr.Weay.na aCu wedllp<emP.ne^r Mi11 Fan Povd. s�mnl�b ln'vie:`o.a ,am ,aa Pima wnwre.xlex.teesnwr.wnemz ANwMM xxx3u. T.mp=.a ream 1 J b T., Trues Type Or, Ply nnN] aPYia + uerepxn ] 1 TIauMMNawMe.eh.Pbros M+ Mwasy Ox1eb..'.Mie Hrteseveral Fn M.ynwecw M+e the 1 ID:23gA_vFS,MJpUyO .Clef. IL67a175Bb PM?PBB49RaMyat.7OMCWS iA6A 1599 ' -+0.p I i-mu i+af .,as Fa 5 Sol 1317 aw o 154 II 8 ses ] = e No, LOADING last) SPACING- 240 CSI. DEFL. In (P.) Vitali IW PLATES GRIP TOLL 200 Plea Grip DOL in TC 0.88 Ven(LL) -0.OB 5-7 X999 240 MT20 2411190 TOOL T.0 LumberDOL 1.25 SC 0.88 Ven(TL) -0.25 2-7 -731 180 Bca 0.0• Rep agrees Inn YES 4113 0.]0 Hors(TL) 0.02 6 We me BCDL 10.0 Code FBC2014/iPl2007 IN, Vit 754 FTa2DN LUMBER- BMCING- TOpCHORD 2xCSIP No.2 TOPCHORD Structural wood sheemin9 directly applied or 4-74;ec Path , except BOT CHORD 2.4 SP No 3 and veniwN. MBS 2x4 SP No.2 BOTCHORO Rigid coling directly applied or 911 to trading. MRekrawmme,m ihH9abllWra andraceiiedchownatlng be Inatalbd durin0ln,ae eretllm,'n acwNence age Stabilizer REACTIONS. (Imsize) e=564WHII,2=661 Max Hors 2-1 12) My UpliiR6-96(LC 12),2-208112) FORCES. (Ib)-Mar.Comp.Odax.Ten.-Allman 250(a)or leas except Mien sham. TOP CHORD 2-S-W91220,M -1026232,;.4-11041!54,4-5-1029WZ5-e--497*21 BOTCHORO 2-7101976 Y4£BS 3-711151149 NOTES- 1)Wend ASCE 7-10;Vu0=130mph(3-s orml gue6 Vesd-101mph;TCDL=42peC BODL-9.Opet;h=250;8=760;L-5411;eeve=6R C8L II; i CI End.,GCd=0.111;MVUFRS(Ulrerldrag and C-C EMericr(2)-1.6-0 W 310.13,Imariogl) 1G13015-]-4 zone;OC for 2)Thembers and foram S MWFRS for reactions show;Under OOL=1.60 pate grip DOL=1.W 44p11111I1p1g is"as has been designed for a 10.0 pat bottom chard live Was n9nwncurrentelm any other live loads. J L S. 40 3)-T5la mise has been designed fora rive load of2D.0,11 on the bottom Glom hall areae where a rectangle 3-6-0all by 2-g0wide will �% �PE Mq diw M between me Pon.chord and any ether members. �G NyF.GHQ i 4)Provide mechanical connetllon(by Others)of miss to beating Plate at inhPil)e. ` 5)Provide mechanical connection(by others)of UI to basing plate dimwlmstanding 100 lb upi atjoim(s)except Jt-1O)6-176, No 63661 e)Seemirigitl pBGhbreaks including heel['Member end fully modelwas used inure anaNsMand design mmos.ism1 ;* w, it z q••.• STATE 'OF :�1J/� ',awA'�Si`ESI�ONA ENG\=: Michael S.Meow FE W.53881 Mi USA,Ins.Run 6534 6904 Paris EMt III Tampa R.M10 Dm: May 27,2016 pmasoewa.wmyawrelrw..e.e..xee auo myto ON non laoathaveo ands sawaaaxe"NE wtsin .savazareafFwa We. peva,sial ocNwlmwl.m.o 1a.maoeeba wNuoe�porame,en.nan a.aemr.�nblaew tvlla�O�rm=ems ed mrc we.lb P...c.Nw —h rvlrrcaop`oawwlrymemie.our. meeapr. .^ekwwrtllemlr aerlpnmo me o..rm nuia"I,paece. aaamplMleme1em leuempulnbi.ibwll.,ssweemdrurenmtlpwm,ae °H mnahaleIlersper-Owrlb- Mi ek' eMgrrc retllonlaNlry en o rt lcceogewlm pwtlbbpenanel lnlW notl properly WrmpOe. nada ...repuEnp lne ]cYryingrmaMmaellabb homlrvu Plate WlYua131aNslee Slrcel.eul1e 31]�AkwN3tlmN�A G.eo.aabatane aOlWMva eu^PeneM aWpub Evert&W. bb emP2.FL Yale JM TNu Nee Tps Dry Ply n>lnN IeaW)M M3 Monop'W 16 1 TxuNw des,ComryrtM., MIQes,,OF i.Na./6r i—Mirtlnaui Inc Fn Mry 3i st M10 Awl U23l vjFslXWJbpUYDbLExCfs"IYTgLB]N]SBb..PKCNE HR SM% WCMaS -180 4168 BAp 1d-0 4168 LN gods-Ilea �5w II aF m2 an 0 B i 2 LT— d 0 tsw II 3u= A1613 Pleb OMota I%Yt- M['63-1 EEael LOAdNO(pa0 SPACING- 2.0.0 CSI. OEFL. M (la) VOM LM PLATES GRIP TOLL 20.0Pale Gap DOL 1.25 TO 0.31 Ve0(LLI 0.06 26 x999 240 MMU 244/190 TOOL ].0 Lumber DOL 1.25 BC 0.21 Valli -0.06 26 >999 180 SCLL 0.0Rep Stneas Inc, YES M 0.21 Al -0.01 5 We Na BCDL 10.0 Coca FBC20141TPI20W (Mdm) Vital 4o lb FT-20% LUMBER- BMCING- TOPCHORD244SPNo2 TOP CHORD Strunmal wad Mail diredly appled or 5-0O oc putlma, ezapl BOTCHORD 2x4SP No.2 and Methods. AESS 2,4 SP No.2 BOTCHORD Rqm ailing Mimi applied or 5614 oc bucing. MITek mcdM menca Ntl 3bbll m and required oma beans be Inalalbd during Iruu eadbn,In vwNence with Stabilizer nda ld al REACTIONS, (union 5.3141Mwelanlul,24191658 Mex Ham 2.109112) Mad UPME-209(LC 12),2--2891L012) FORCES. (tie)-Max.Comp.IMer.Ton,-All bras 250(W)or Ins except when shown. TOPCHORD 2-7=E99I856,]-B=B0IBSB.3A-6361861 BOTCHORD 26--10321640.55=1032/840 WEBS 38--29l 3-5=66]110]6 NOTES- 1)ATnd:ASCE]-fo;Vu"l Mmph(3aecand gust)Vasd-101mph;TCDL=4.2psf,BCDL=B.Ops[h=25R'.13=76$:L=544 tam=6h',Cat.11; Est)C;End,GOpl-0.18;MAFRS Idladbnall and C-L EMarbn21-1-8-DIo 3-1613,Inbrbr(1)51613t°&10.4zomr porUbHenO a4a51111zppa 2)This Ross has for been did etl members aOforest&10.0 psfbollomchoM S for f e load nonconwlremwMOany ot�PlIkens b DOGE=1.fi0 ,%% PEL S. A-f aa00 3)'This muse has been augnad per a laid load of M.Opsf on the bollom chord O all areas where a motangis B"hall by 26a alae willJNG`..•C EN q�y/ems MpehNeen the bollan Nom and any order members. ` 9 p.'Vh SF`••.� a 4)Rehr to gidoiW truss to brute conneNons. 5)PNNde mechanical wMenlon(by others)of trues to balling plate Capable of withstanding l M lb uplM At pinl(el exapl(Jt-Ib)5-2N, NO $3681 2.289. At' - •* �_ 6) Semi-rigid pitdlbreaks induding heels'Member and fully model was used In the Mai and deaign Mais Wu. '13•'. STATE /OF . 0Z �44Sis'0NA;g��GAp Mkrzel S.Msgb PE No.51681 Ml USA,Inc FL Cod$4134 6904 Pads Sart BIM.Tames A.SIT Dam. May 27,2016 Q waanev.w.Mr a..N-c..n.r...,a asap xpns ox n«e MNb run seat wma eavauxca vAa w.ina....swutae eaFRRa use. peflwroualn m.°nnw^m1Li=Mac°nroda.RxeeobnSemea°nan°°°nvmom.l—hwas.amunwannamemm^Nirem.m°^<I nm o huswu�,,hsi N.n.salen°dens l-*1-MY1. n°l a.. w�-w.atna w°P.^mw�. is a+9 kn°lase°_r_. bAenpPe.xun w.ina NI`anlacio we+tllwlbm. l°mll>a+en°Pn+ond irvm.anlepyl/I Nao"^poen a.�nlma a° 9mdM me ml nano Tek' i Yry�nNmi Ma••wlRCb b°mlrvu%oM wl�ue zieN'Iee slxi,sJle 31]nNmµibbrl�o2ya11M CM.M.pw.ee.naenleNalne C°nNm.�. eawv.M E� TareM1010w.FL Ip Jeb Twa Trade Type QV Py RTiNa 1. xb ImxpbiNw 1 iwWNBUWpCmewlb. MMry.Qa GNebI Al6MliINMkMD,k.Fa hadND.W51:MA10Faaa1 ID:L9xiA_eFalX9ybDIlYDbtAxClab]USrDaMkugyilA3LPw280eL069rABEDIJzHSiCMea ISS13 1&1D0 3613 aI'a 4?e i aM Sulo=191.9 40 3[l0= Ufa II a.1a= 3 13 4 9 la 3 15 to a B bt 9 5M 2 z -z 1 11 10 17 p 1e 1a p 30 21 9M= yM= ] 1.SG II dada= qe II we= Illy 19,110,11 a� LOAdNG(pall SPACING- 2-00 CSI. DEFL. In (lice) paid Lid PLATES GRIP TCLL W. PMM OaP DOL 1.25 TC 0.51 VenlLy 0.09941 a99B 240 MT2(I 24411go TCDL I. W.bw DOL 1.25 BC O.M Veq TL) 4.24 1- 1 M98 180 :CDL0.0• Rep Speae Ind NO W9 0.49 Hwa(TL) D W 7 Na We BCDL 00 Cede FBC20141TPI200] (MMM) Wrah1'.100Ib FT•2094 LUMBER- BRACING. TOPCHORD2x4SPNo.2 TOPCHORD SWdumiw dsheeMingdlnmyeppliedor37-oocpudlns, except BOTCHORD 205P No.2 end Model WEBS 20 SP Na3 BOTCHORD RGid ceiling directly applied or 88-oac beding. M2ek---ands Met SMell -endrequireddenbndng ee Ilntalled Suring Imsa endbn,he aceomanm wed Sfebll¢ar REACTIONS. (tapas) 1.1255D2-0.7=155210.24 Max Man 1=140(LO 8) Max UgMl�W0(LC B).7=834(LC e) FORCES. Ob)-Mex.Comp.BMaa.Ten.-N brcet 250(Ib)er bss erupt Mfien sM1own. TOPOHORD 1.2-23]N73,2J-222]218,512--188318]2,412--1989W2,4-13=14931511, 1514-1/981511,51/-8931511.515-1/9&511,1S18m1/9d511,616=tIeL511. BOTCHORD 1-11-777208,1611-]410.1]>]61219 ,41]-]tl2132.&18-]tl2132. 1519-]412132,B-1 =]/112132 4YEBG 311=10286,0.9.0995.0.8.830901.58=5oL958,68=858/181] i NOTESMores- e5 Ra EL aS I3IIIh 1) TES'.ASCE 7-1D;VUX=130mph(3eechnM gap Vua=tOtmph;TCDL=/.2psl;BCDL=6.Opsl;h-2511;8=768;L-SM:save=8b;Cet II: \A I EVC;End..GCpt-o.iO;MWFRB(strecSonaD;LumberDOL•1.80 plat gNP DOL-1.W "p GAP 44, - 2)PrmAde adequate drainage W prevent sister pending. 3)This lmdf has been designed rare 1D.o wf benom mom leve lead repositioned with any older live knees, ��•:�yOENgF.,.iQ�a 4)•1mis Wes has been designed fors nor load 020.0pafen the beeom mom in an anaa lMiereared.ngle 56-0lall by x-iD aces will `_• No 53681 M eelween the eonant chord and any omw members. \ � 5l * Pre"tld in ch hical connection(by aboard)of MISS to bearing plate at f0inl(s)1.7 � blechanical correction(by orders)of Wad to hearing Plate capable M withstanding 100 b uplift ill Ron s)local Ut=IbliV0D, P.d:m7.54. 7l•Gemhagia ohUdeaw Inducing has%'Member and bony model was used in Me analysis and design Mthbtmea_ 0 STATE/OF «7� B)Hangegal or other connection daWe(s)shall be provided su®cienue suepon concentrated loed(s)137 W Main and 141 Ib up ill p!y ` 611-0.13]In aohn and 141 M up ill e-11.12.137 In Moan and lel le up 0 l Ol 1-12,1371e dam and lel W up at J2l 1-12,137 be and29911iftsae 621fibnplsl&'and 141 to up ill 1411.12. 1z 41b 137 W eeaoist&1i&1i-biz obnsa edam111Th 941lid.affi N2-11nd 137 Is dif and 141 In up-12.9cD1b000smalnnection fp mord, iIjIFSSIONA;�,\G`,,, evice(al la me npommilay of amen. 911n Me LOAD CASE(S)sedlon.beds applied to the fe OMe W s3 a nomd ae WM(F)w beck(B). Mbh S.Mead PE fe.53581 MRek USA,Int.RCan 8534 LOAD CASE(Sl Standard 0901 Peds EaM 81aa.Tampa R.Wl0 Data May 27,2016 p wxaw.w.vwr as,,I m aced a...he TMa oxo xrcf...x oMe.ca 1A.M."If rw.Imemof a eFFoaa use vamrvI-nnry me aidq.e ee�oe Ido,P amt bo,..�. e a m,a.melaauII ef,�aaa if vo mlem. a "-i"a " ,dM . II.ry of aeden PI-edo I'd pwnP�n..,Pndn'MI erlel'I'u`e o.�'er l MRe Weeingee... eu 9IntllcorM6q rcvenl��arineoiWl NPud aur:v:ennmlucnae memeenmrv. aa0onmtemeanry aye Pamn^eMerocly .ulxors cru uelary ane loprem HlnporrnM PenondlMun a.aoroPemeemrce. r>aenemlwimrcnre urea me mbkmmL dune.cd.1-1 drKnunone1 dn.nd nrveu ma trio wnems,en /,xsNnlV4wuxyeXNna.osa-eFUM east eugp eamxm.m saw PMVEM xNe. So"NP�mexen owilable tram I-`11e llhtlil,218 N.I"Snodof,Sull,312 LkmntlM. 9]10. inrpa FL]/610 hb T. rns.ryp. Dy Ply nrnu reow2v rv0 x.nxueeax 1 1 1wa.namayc[mpon.nu, uaxy,w 2.e10,Ip 19 Are urt.\'A.rq.fnu.yn@:5c06 m'.Pg 2 ID331U/L .,XwJlPUy0Ma2ne M 04MxuDylw]LP MDxLM9s $Ed VH5 WM LOAD CASE(9) SWnaaW 1)O.ea+ROW Liv.(babnce8):Lumber Inweee-138,PlMs Ina se-1,25 Unbo ww.)PB) Ve":1-3554,18.54,1-7-20 ConwnVMW Loads(lb) Vert:3-115(B)11--2I0(B)9 7(B)4-115(8)12-115(8)10•-115(8)14=115(B)15=115(B)16-115(B)17• 7(B)18.4](8)19=7(8)2 ?(B)21- 7(B) pP1eemro.nmr a.r.nP..mxe.-1 Bun u.res Our Arm rxnrmeo uMe69PraADuE PAae a 7411 e.1. 11181"M use,ne m6 a �i; -onvoribnrweonNwllY.r/+reucann.eren ngn ,e e M�etlmN aon rm�.lenevn.onbl.laal bWaln4coiweenr.nor w,aaya m.Belle we.IM buleYq engruerrvtlnvYyrb opikoNlry PraeYP Pvortelenana erlyncvynare my anbn Fle meemal ��Ya n. u.cF.inak.r.axr.w..�nre,�unaxln�,rd�Iq,n..�,.narweM�e member ora dremwmnonaPem,nn,xanex, MiTek eaxmmreex�arorb.wN xra ro oxranrwiow•wlm Pomble Panora inWnma woP.xy eomoee- .a.....e.d.. mo iWkorbn,Moae.axlwry.xecMn oneboc'. ,n.. una wxryaremy�ee Axslnvn ooalXy cm.nu.ou.el.naenlwmme ComPon.x 6ea.G.11.1.M. uM1Nrxeimelkn owWbk M1wnrw vinre wlllure Harv.be sMer.swre s12.uemnenn.vn n]la. anw eL Yl1a N4 Tram Tluu Type Qty Pty al]W Ie05P1N O NWNp 1 Too.N BUMP CompzN. MIhry.as 'ress"'.an.4nNIrdYb,IneMan'.—el-1.ind- 1G23Nt/LrFet%T'JCpUYCOL@L1e62U81WMhuDyiIA3LPuZBBzM]BMATad tHSzCMM S I 1L1112 IDPO i � S10d {60 •]-• V]-5 Sule see= t.sx• II Nw= 3 II • to fi •.WII 3• II It 2 10 .gy1 d e q yI4 Ut- e _ e era_ >N c: _ 111. do. 1p74 ii E4H1 LOAOINO(pep SPACING- 2-0O CSI. DEFL In (Mc) WM tM PLATES GRIP TCLL 20.0 PIMe End DOL 1.25 TC 039 Veri 0.11 1-9 >8. ND Win. 2MI190 TCDL 7.0 Wmba DOL 1.25 BC 0.65 Verdi -0.43 6-] >3]1 180 BELL 0.0Rep Stress,Ina YES WB OS• H.(TL) 0.01 6 Na Na BOOL 10.0 Cade FSC2014)TPI200] (Matrb) Vfeigint i1i FT=20% LUMBER. BRACING. TOPCHORD 2x4 SP No.2 TOP CHORD SiNdurol woof erealring diredty appl'led or880apurgna, eaxpl BOT CHORD gas SP No.2 end werawds. WEBS gas SP No.2 BOTCHORO Rigid based directly applied or GO abracing. MRek rawmme in thSWSMbllkas and request a0u bndng be inal.Nea bonne inn.readimM,In Men.wSteel a, REACTIONS. (Iblarse) 1=180x432,GMB40.2-0,8=]fi&0.5-0 Mu Hors 1=138(LC 12) Max UpIM 1=13i 12),6--122(LC 12).8=3261LC 121 FORCES. (Ib)-Mu.CompJMu.Ton.-All lace.250(b)orNa except when brown. TOPCHORD 312=33282,112=331)92 SOTOHORD 8-9=38&•86,24--317pt7,74=9N 61 7--158nlS WEBS 8-8=5061192.3.].4250,68=420230 NOTES. 1)Wind,ASCE 7-10;VUb=130mph(3-second gut)Veatl=tOtmph;TCDLM.2pm BCDL=6.Ops1;h-25R;B=]6R:1=5101 sawri Cel.11', Elly C:Encl.,G ic,In 10;MWFR9 C Or rabothentl and f Freida)0.1-12 rr 589,inleno n Lumber DOL=1. 0 Alae ga DOL ID 18-0.2 zine;Adequate NR expmea:eve Mr ider pang antl krone 6 MWFRS for medi0ne s,M1oxn;Lumber DOL=1.60 plea pnP OOL=160 p51111ps, 2)ProvideMe be drainage to or a 10 wait panam9. •\ATe6EL S. aae4 3)TWO WU M1Mbeeen doomefor A tDpit ond of moroNn O and the boy aonwnenl w enwany other lrvebeae �. . ..P M/� 2, el•They town he.b0andeaipnend any other mercers. 0n Ills,boH0m NON Nell ereaewrereanNn91e 3-6-0Wil 0y280vnae will J��G•\,GENSE;•GzOP� d bod.imi'he boHOmrman entlanyhaat members,. 51 Pmvitle mecranlwl connatlion Iby olM1en)M Irusa to Eeatlng PIaM el lolrlt(e)6. 6)Prowd.o .h.mMCOnmedia(be otter!Mdue,to bearing Plate capable of withstanding 1 W lb UPIM M I01ni l except Stole) No 53661 ,8.326. *� -''. ; ])'SemkigW pXMbreaks indutlin9 hi Member end fa ly model was used in the analyst and design W IWO W u. yr ..G: r •�Lliw� -.. .S '91 STATE OF rte` oCn AAASS•�ONA •eE�1Y�% Mlctual S.Magid FE N0.53fi81 Mae USB,Ina.R Carl" 6901 Pada EMI BNd Tampa FL 33810 Data May 27,2016 Amenowa.v nvaMW pe�mnw.wN aelvxora ox nm.lxpwawaoavrerla6aaaxca rlpaw]m.e..saevMm6aaOrreuse r' De ld—ld Bureonnwlm MRNW.... Nn.Theee.pne Lmeemiyu nmeanxevn once Mon TeFMW w icalp.<•Mo„?nr.rant ` erwe„>s.tee auelnaaeoia;�ermx.enrvme WPewegb oradlan Pwnmmm.na wOpaN menm�ne aeap oMe n.^erJenen. a cap tiiWmleJeru pavan!bucMneeNnelnlunl Muweb eMlu.nnN member N. aellYnnitempu.n onapumnn:lbn..q MiTek' my nM mpereMcebys vera pe�wepen.nalniury oneµPe,rvanmo9e.r>aenwnlpaa.na.eeam'w me a .,bran ale tleHerv.em.11moM daepporMmn nnarwl rvnemr.gee Sylm dualeY<Mene.WSM nM eGuubon CempaneM ea.wlb EaulM. . ,l IMwmeaenov0loe fr Tt PkMF9ule.210N.Lee Stmer.5utle312.Ala d,o.VA9310. Tei FL to JW + Tru rvea Type py ply 7nneas +sdsmse v ap»w 1 TN»ereaveryComPomMr, MIMry,OA 'caraaaerhanatur."beuaM1xt ku.PoMry9ps1:Ma016 Pye1 ID23NaA_vFs1X9YbpUYObLa ls62hgDRONMXy KUIFv7SoiOUXWdrs UXp%OMW S10.e 6M 11-1J 15Ae 888 11a. 5169 6100 L 651 Sao 6+Dei Sax-1153 — . [I e 7 1J611 II 1w= +dor W II p a ggg 12 2 O+ 11 I$ w= aw— B fa '= has Nau15,51 = sae tato 1.7 LOADINGFOQ SPACING- 2-0-0 Cat. 011 In (dc) Udell ud PLITES GRIP TOLL 20.0 Plate CHIP DOL 1.25 TO 0570 Vesta) 0.1D 1.11 >an 210 MTW 214190 m TCDL 7.0 Luber DOL 1.25 BC 0.51 Vi 4.29 &9 >547 180 BCLL 0.0• Rep Syees M» YES WS 0.18 Hopi -0.00 10 NO Na BCDL 10.0 Code FBC20147`12057 (Mays) Weight iW lb FT=20% LUMBER. BRACING- TOPCHOR0 2x4 SP No.2 TOPCHORD SWqurel wood shica ing directly gipped or 6-0-0 oc pualns, except SOTCHORD 2x1 SP Not aMVMiula. WEBS 2x1 She No.2 BOTCHORD Flat calling directly applied or 660 m bsecing. MITek recommend:ihN 9Wblluen and repaired w»brach, be Inalalled during W»eroGlim,N accordance with Slabillze' REACTIONS. (IWense) 1.171 G ,0M481A $1(1=7]010.5-0 Mn Hoa 1=131(LC 12) Mn Uplift -"LC 12),11-126112),l0-327(LC 12) FORCES. (lb)-Mas.Comp.Mlax.Than.-AHANdes 25D lib)or handsel when Mown. TOPCHORD 3,447711;01"477160 BOTCHORD 1b11=-1511510.2.1M-382/35%%89=12W50 WEBS 3-10-29L101.3A-17M662,0.9--2691181.5-0-1111157 NOTES- 1)W rd'.ASCE 7-10;WK-1 30ri(9 wdmdvnd Ii VaW-1D1 mph;TCDLwL2psf:BCDL=6.DW,,h-230:8=76ft;L=54ft,erwrimi Cat.ll: Exp CI Encl..GCs-0.18:~RS(direcional)and C-CENerlodl!)D1-12 to 568,IMedol(1)59-910 1351 zone;paRh tart ialllll/ tepoeed,C-Cfor memo»v and forma B~RS for reactions shown;Lumber DOL=160 plate gi 00L-1.60 \\\saaPEL S. �1j12 2)Provide conduct.drainage 10 prevent wider ponding. ll. washas been designed for a 10.0 pay carom Mom live load n0nconwnerd wAn any other nm Iola.. `C\�G ••GE N'••��j��iw 4)-The was has been assigned fora live load of20.Opsf on the comm Mord in all areas wfiem a rectangle 3-6L tall by 260 wide will � 'VY sF•'.O . M betwmn the bmtom chord and any Omar members. , 5)Provide mechanical 53681 l connection(by others)0 Vass l0 beanng plate at Joists)S. ••. s 61 Provide mechanical connection(by afters)0 muss In bearing plata capable MwMstanaing 100 th up11ft at joint(s)1 except 0-11h)8=12fi_�Y* ,10=327. 7)"Semirigid prcidmab Including real,"Memberondlbsym stem a mea'n the maybe and design maps".. 79 STATE /OF : LU Z 0 ,ASS 0NA%� Michael S.Magid PE No SFW MRek U30.1nc R Can all SAN Paha Etas Bi Tampa PL 39810 Data: May 27,2016 p wABMxO.VHry Alan Pw•_aw aN.N,red Nod rxaLma0.allk nseeaxcaaaea Xwa.ra,...seem»aaaORa mE. Bn orfs bu,eoo1P In mev,8111 ecian.mi,0e5ignSbmee oNy uPm�amalen Nemo ones Man lntllMW bNleinp comaonenl.ne Nil Orw wham ewe .rM1e Nlmmaee,lonermun.eery me¢PPaconRN IBn Pommekn ane ga�ery r.capamrerlw empn nro mewemt MAY b�lltl�eq ea,len.am�nq,nee.ebkwevmlx»ccHlVpillntllMeunl lmw,waaadl>chwemembw. H.atlbei¢nwk N w,d nemenenlweeme MiTek •uawy,rcgilree lwerloeiliNV ON eP,.en co P,e I,po,9rw PenonallryuwondpoPeMtla^np^.rwgenvalgWen me,vinga,e mbXrorbn. amp K ewn¢n ane oral wr"�wer era rme wnemr.res Ax I�OveIN nikne.oa4»eeuouwdwvwwe.m or vak.can erve. Sol.lnann neowiloble M1emlw akb Frlilule.2la N.LeelFaet 5uik 112.Abnmdb. Ylela. ism»FL 1%10 J . JCD Tnu Trvu Type Or, Ply Tmnw 1a9W151 O xep Xlp 1 TwWM BUIWry Caw{<mpL MNaN.9A 11p,1930x 6 MITeFm1.11.1,..FII all Ni N1a Papel ID211G/LWmlXiYJCpUYDOLdzCbb3ngDRCNWXyMUIFNSoiOU% SOrw_9aeUXpKzCMa3 5168 668 S 14-1-12 _.. 1&i-0 5168 M. 66< SSS .=I be 1.5114 II OOp FIT 2 < 12 8 vat II 11 3 10 ,gy1 d p qq N= aw— I^ T e _ 8 ad— 9p _ AM M 10.10a LOADING ba0 SPACING. 2-09 Can. DEFL In (lac) 6de8 LId PLATES GRIP TCLL 20.0 Plate CHIP VOL L25 TC OA1 VenlLy 4.ffi 6T >500 240 MT2D 244/190 TCDL ].D W.WDOL 1.25 BC 0.91 , TL) -0.T9 67 >303 180 BCLL 0.0• Rep&ran Into YES W9 0.31 Hcafft.) 0.01 B nle Ne BCDL 10.0 Coate FBC201,41P1200] (Mama Might:99 to FT-20% LUMBER- BRACING. TOPCHORD 2x4 SP No.2 TOPOHDRD Sbuctural wool sheetning directly applied or 049 oc Pulpns, except BOTCHORD 2x48P No.2 and vertical VMEBS 2x46P No.2 BOTOHORD Rigid mNng diregM applied or 2-24 ac bucMg. MITek rads had Net Stabilizers and rogwmd .mss bradng Ca meblled durbg buu erodbn.In aacomalhna wM StabilUer REACTIONS (blelze) 1.1]4/68-6,64]742.8.8=]]8@60 Mix Hors1.116(LC 12) Max UP In _Jdz ILC 12),50112).6-310(LC 12) FORCES. (b)-Max.COMpJMaa,Ten.-All parem,250(1b)or less excenemen an., TOPDHORD N -286147 BOT CHORD 68-N454,2-9=2]0283.74• 4474,6]-2WaB5 WEBS 3-8•-5861141,5]•0141]."=-440265 NOTES 1)Wind:ASCE 7-10;W IM1130 mph(Ysecond a.%)VaW tOt mph;TCDL4.2NrT BWL=6.0pef,h-258;0=76R L=54ft,aaveadiR Cat.II; Exp C;Encl..GCpi-0.18',MWFRS(dlrWiOnapandC EMedor(2)G1-12toSb9,IMedogi)5 Bto8-8-0,EMCHp(2)Bb8to16-1-2 21 zoneImaPorch left uaten b1e0 Iafor membersint and and forces 6 MWFRS ran leachers shown;Lumber DOL-1.60 FWAt ads DOL-1.6D ,,YTT1E111a1Sllllaa',, 3)The i.e.he.been tleel9mel far a 10.0 psf bottom Mold law load nonwndament wall any other kve bads. '% NP Mq 4j, 4)-This trues has been de6gmed par a rwe load m 20.0pfon the bottom chord in all areas whim,a raaangb 344 tall by 243 wide will ,JXG ;••"EN•••,•G� .between the bottom Mom and any other members. 'vy0 3F '•� '. 5)Provide mechanical correction(by others)WWss to bearing Plat mloMt(e16. ` NO 53681 6)Pmvbe mechanical conneNon(by others)ofimss to bunng plate capable ofwrthetandingINIt,uplift elpirms)..at(Jl•b)1-103, 6=123.By310. Ya: 'A ]I'Semi-rigid pltMbreaks including heels'Memberend BxtNmodelwasused In the analysis and diawgm orthb Wss. 1 an STATE OF W Z .,�SS;ONA1 ENSYIA MkMal S.Megld PE No.53S81 NATO USA,Inc.FL GR 6631 6901 Paid Each BW.Tampa 8.33810 Bate: May 27,2016 pap Mg.winter raise Pa awaxNasse TE3 aM her a.suclad. de race a7l,w.lasag.man.lna ass, cid Mufeanl,Wish MRMa com<cloc ml1 eeelgne bay ed orwu pexan,a ,ar—a ne 441.7 iNWla b1ld,I9MconMmnl nal m.m1w<u�e.roe wlunga.�Igne,mlu vMN meapppeabllilviaeagmawameren anew =N rrvn ne &a ing Lnelcoleaab-IlIlea."pause. rdmluu and cllaMmemeen ry� tltlebwllempwaN ane rymwn<n1 Go<Irq Mitek who,,y�ampolN lwxlablllNalN lepewnl Idea." ndrldintemniuN enapropeMenmege. gem111madncereaoraing me dconm,gomae.eaeaeb.eratlMOMpedng otivnx onalw Mrmlt lee aXSNal quelly CXM1Xa.DIhB9 eN a[el euaelnp Ganpm•e1 1111 P.*.Fwn Wa. IMmmenen a mmTw Plate Meture.218 N.Loo Most Sone 312.nlvnnelw,VA 22314. T—IL 031. Job Tru. Tara Tpre Oly Pp TpnnN L06P. ReelBgtitl 1 1 I TyyNMI&tlare Comgn,MeR MWry OA TaW,p�la PI6MRMIMIfleen ln[FeMq P1.31'.0)Pla Ppet ID,Z3aA-aFe1X9YJcpUYDeL4C1eF4NEumN'+OMryeNNT&'Fetfl.WUEeH4UCIE4I CME2 ¢ p BbB SBa t'2a Buk•198.3 Na= 1.9zt II 5 a lW 13 /G 3W II .12= 3 gy1 4 d 10 Iq b0= 9M= 8 ] m= 913dH1 1970 LOADING(ps0 SPA0ING- 2-00 ON OEFL In (nog BEM W PLATES GRIP TC Z0.0 PIata GHP DOL 135 TC 0.Go VeE(LL) 0.10 1-10 ,684 240 kf]20 314IiW TCDL ].D Lumher00L 1.25 BC 0.51 Van(]q 4.19 &8 ,643 180 BBCLL RUN,COL 10.0 Code P1,020141111`12007 In 4RP1T00] MMx113 HOR(TL) 0.01 ] Na Na Might:as lb FT-2M BER- BMCING- LUM UM CHORD 2x4 SP No.2 TOP CHORD Bbudurol.0 eheenie9 d1i aP'Iwd as 80-0ae anew excopt end vmli els. B07CHORD 2x4 SP No3 WEBS 2x4 SP No.3 BOT CHORD Rigid celMq tliredly.,,fiadd 18tr6 -err MCGllq. MRek reummandp Nel Snebilizen pnd roquiroE doss bradnq be inalelktl tlutlnq W sa eralkin,In Rxwdenu arts Stablllmr REACTIONS UNsme) 1=151XF341,]-46]N32,9=008105-0 MU Harz 1=to51LC 12) Max UpIMt=-711LC 12),T--1OB(LC 12),9--35g1-C 12) FORCES. (lb)-Mex.C.np.11i Too.-MlTarc..250(to)or loss except wren shown. TOPCHORD 45--724/131 GOT WEBSHORD 49 915 2 .4:41-27611Effiaa 52."= -]0/1 60 5]8,S].y32J1p4 NOTES- 1)Wind:ASCE 7-10;Vu6=13Dmph(3-second yuan)Vasd-101 mph;TCDL-e.2pd;BCUL-9.Oped,h-25M;B-76X:L-54R;save=6X:Cat.11: ExP 0;End.GCpi=0.16:MWPRS(dl.dionep and C-0 Exterbr(2)0.1-12 W 4 8.Inbdor(1)4-Bb b 18&4 zona;wO le eepose ;C-0 far ensued Torten A MWFRS for median.Noes,Lumber DOL=1.00 pairs grip DOL-1.00 WS. upM 4� � � 2)Provide adequate drainage to prevent ,`e water ponding. �\ PS 3)This as hes Dean assigned nor 010.0 psi boXdn chord live dn an Toed nonconmidewant other Ne leads 4)-This truss hes been de0igned far a live Ned ef 20.Opsi m the Whom chard in all 0s,.areas,a rodOn91e 3f0 ten by 2-0-0witle will ,, ' ..........S --, an herseen the before chord and any other..rational. w l 5)Provide meahaniul aonnemon(byOnes,)0 nor.to bearst)plate at ldd(s)7. 3681 O No 5 S fared meonameal conned'ton(bydeers)oftmasbbeannginamupabbafwnhsrendinglWlbuplMd)oint(s)lexupn fA=lb)]•109�*• -'T * � .9.354. ])"Semin8ld pdMbs,eks inducting heek"Member endfnlly motlal ares aced In na anetysis and designdnla Wse. :s - -9D /STATE OF10 . :4t,` 4 OR �2A2SS�ONA��Npp Michael S.And FE No.530n1 MRsk USA Inc R.Cad 66M 6804 PrO W BIM.Tampa R.39610 DM: May 27,2016 Q....vear�e--lossmM.es.1.ile'parinns-se"K.N."'e'..sa rnt,...rwnmelseaF ... -e „-W.-ors.ilme ala evao�:':.n.�Niee-Nn.."'.-Nni4r�'�a woo.`p e�dwoa°i�n�deaae��°e .10..., r.,1nnn a n b�pma-Imuse..lm,M..e.ae/.,c1,Me�,�,m-�,.-n. al--wM.n.ea e-,,,we-me,eeMa MiTek' ae lo.dl.emn Mem P«.mmm-wore oe.mwo.�caal.lurvaadwwwr+^.^aw.rwa-M..m o��d.ex-,-wbme lne 'i.nKa .. .�rwo.mwv+.am1-�e,.ae m�.mr.m,.•.e M�In gwaneMen=.me.ae..e aeM e.m1-a e.ma.-.•1 .n.F.^®'e. ra��.Mer,.mlw�PlaM nMnMe.xle .tee slag wee cox.ee.o-a v cola Tww.FL 9.Ip I , Joe irves rvee s Type qy pry I6aap]N W RUNevinda. 1 A]I]Yep T-Seeniu Mrycan—cres, MNvry,ap II..Zllaans"MaxlnLelfin.ln[ "'u"2]Wb1"MIS Pepsi IMMKIA_vFsIMJbpUYMb Ch 3- a OdBBC2 dWUGrc D7NnkSRI¢M Met tQO add ' ted zda I sed I sa.0 1 sed I +-toe ' $ale-Ina e nm a 407= z.4 II 4nz= 2 4 6 G yA= m 14444 11 I9 10 h4= W 9 = S16B SSB LOADING how) SPACING- 200 CSI. OEFL, in me) amid US PLATES GRIP TCLL 20.0 Flats Grip 00L 1,25 TC 0.41 VMMLL) Ld 12 B-8 =8% 240 MTN 244)190 TCOL ].D Lumber DOL 1.25 BC 0.81 Vert(LL) 4 .SO " x531 130 BOLL 00 ' ReI]BWw lner NO WB 0.51 Hom(TL) 0.01 B Na Me BOOL 10.0 Code FBCWI4VTPI20W (MM ) Aril 97lb F7=20% LUMBER- BRACING- TOP CHORD 2x4 SP 10.2 TOPCHORO Slrvdurelwooa snwVling akedry applied or800oc Dutlins, except BOTCHORO 2x4 SP Ne.2 and ventcels. VVESS 20 SP IM,2 BOT CHORD RigN miftng directly applbd ar 1000 oc b hg. Except'. 600 ac bradng:10-11. MITek recommence IM1M 61antl reyGassbncinp he Inslalletl oaring W se ereer dipn,Ihn auoMan.,ce with Blabilizer Ir REACTIONS. (IWsiea) S-4]410.2-8,2.2549.1.8,10•]59)0.5-0 Mae Herz 2.107(LC 8) Max UpIMB=121(LC 21),2-2071LC 8).10=297(1C 8) FORCES. pm)-Mn.Cmnp.114M.Ten.-AIIbIces250(Ib)M lessexcaplatlen sham. TOPCHORD ""971148 BOTCHORD 10.11--41525e,4-0128&180,610-15W514,8-8--144483 KEBG 31L-2511143,610=-02111]9,6-p -191498,68-5071171 NOTES 1)Wind:ASCE 7-10;VUX=13Onph(3-sewn Bust)VDW=101 mph;TCDL=4.2pM',BCDL=6.OpV,,h=2511:B=76ft;-=- ft:eMMOVI:Cal.ll: Exp C.Encl..GCpi=0.18;MWFRS(d iveceonap:po2h Nfl expowdl Lumber DOL=180 plate gnp DOL=1.60 s8LL1111 p4, 2)Provge aemguete dalrege to comment"or contend. �Ie 3)This was hes been designed far.10.0 parbottom more kve load monaanellrrent a 4m any other live bads. Ap\a`NSL S. 4)-Tills was has been designed fora lNe load a M.Opafon the bottom dloN In all areas more a mounngle S6o tall by 2-OO was will O IS between the bottom dlom and any other members �1� . �` ;'�,�G E N SF'•,�O sl Provide mamanlwl ca0nedion(by others)0Muse to bearing plate at points)3. No 53661 6)Provide mechanical connection(by agels)0 Wes to beamnO plate capable cAmfunMnaing 100lb uplift at Mural)except Ut-b)8-121, 2=207.10=297. * miWraparound ])'Re -rigid pitQbreaks IndutlbMem O M1eeM' ber ena Manyed mal was used In the analysis antl design of Oed laea. - ; 8)Hangers or other connedion denua le)shell be pmtlded epmaiem to wppon cmceMruetl Iwtl(Ip 591E down and 37 M up M 266, and 591E down and 37 lb up at 4A-0on top chord,antl 161e down and 371E up x121-0,and 131E down and 12 He up N 4.44 an � eunem=hem. The dealenlaeMdion m such conadlon trivial H the responelbllfty arothela. '9? STATE OF JJ/` 9)1n the LOAD CASE($)section,loads appiiea to Ne race M the Musa arc noted am Mont(F)or back(B). P:•_�` LOAD CASE(3) Standard 4j ss••-' ` ` 1)Oeaa 4 Rata Lane(b.lanced)'.Lumen iromax a=1.25 Plass1n«6ew=1.25 eg,,,'ON AL pAA� Urge.Loam(ph) E Ven:t-3=54,35=64.36-54.67-54,2-11-20 610-20 Storage S.Mpld PE NwSie81 Concentrated Loads(to) MRek U$A Inc R-CerVH34 Vert:3-16(9)12=16(8)13=3(8)14-5(B) 6901 Puke 6R Nord.Tempa R.399t0 CMe May 21,2016 4Wa fr-c ly r1hemescorne Ems Thisto,vI c ap INCLYJ, aminmi hu— 11, di -buMouPngoo,noa,en anNlMln MleW cwnedmlM1beefgnb Wlee WYu n rerwlm•nama anJll bran Ftli-MW bNNnpcarMnenl.nal L� eei&u�IheeuMLp aetlanerlm]n ue9yrMOPdkoMIYPoe eyiPw^brmme w�eM in wtellb ee9a Fm lnecwam MiTek MiTek 91Nlmrebilta provent nLru.pelnelw.elm9,..b ene]dewa memem °r. miicna Mlnwan maPmem.me,anm retela nubary oM marevenladaWe Wln poaWbgneMlryunene.WhIndmmae. M.'ahml........ .....p.noCXw eYe 0....e.macta.ero1-1.1daaNp 011e. mel-IS..ml,Iee ndxrIWulayeMexa.Wa.N dee aC3leweM eamem.m rylMermeXen ewlodehanlnm Pbb FTXule.]IeN WSneeL SuXe]IR,llemntlnm.VP9]I<. Tmp�PL NajBlve ,ea, Job Tmss Trvee Typ My Pry I job Saturnine f.meae.1) n'tan 160b]ee 1D WpGMn TrvnMmteullEnpGmawY, MIMey,M 160 a"W is WTµeamm..Inc Fn an a,0-:61:14van.Pope, 0 DIV]LvFslX' JbUyDbL@Cfsb5FMM35PFy5KOByTg FTM]fi3]IYk6L' BOSSMOD 1. wo-a 1-09 r 189 111-¢ 6413 SGO Y1H some 131.0 4114= IM 4 11 6 49 4 1614 1.5x4 a r ] 2 10 3 8 a = 9v0 = .4 7= .wea. 101211 Pape Offishats fX.YE- 80-1-0 EdOeL 15'0-5404-01 LOADING(pal) SPACING- 2-0-0 OSI. DEFL. M pot Yang Let PLATES DRIP TOLL 20.0 PWe GOP DOL 1.25 TC 0.32 Ved(LL) -0.011 7-8 > 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 SC 0.71 VerKTL) 4.23 7-8 1857 180 BCLL 0.0- Rep St.Iter NO beat 0.12 HOrz(TL) 0.06 7 We We BCDL 10.0 Coda FBCHInTP12007 (Malta) Weigh;82 ka FT-20% LUMBER. BRACING- TOPCHORD Max SP No.2 TOPCHORD Struawalwwd aM1aNMng dlrealyappgad o,3.114 c,purlins. BOTCHORD 2"SP NO.2 BOTCHORD RMM ceieng directly applied or 7-10-12 w bracing. VvEBS 2r4 SP No MRek rcwmmeMe inN Slabll-are and- --W Mass bracing be insblMtl during imse ereaim,'n scwrdence Mann S..c.., REACTIONS. (IblsNe) ]=108&USe,2-1181N58 Max Hors 2=1IMLC 24) Max Uplift 7=333(.0 8),2-426gLC 8) FORCES. (IM-Meta.CompJMea.Ten,-All formal fifinorlecaexwptatum Orman. TOPCHORD 23-197&82],3-1=1825/5811,C-11=-161]/555,511--1817ISSS.SW-1856/d18, 62 '875 90TDHORO 2-1010-M17/5171110-12=438/1810,615=430H640,8-9-630/1840,7-8-55011741 WEBS 0.10-111552,511--131549 NOTES- 1)Unbalanced moolyw loads have been considered Dennis design. 2)ExpDAEnd.GCP=019;MVVFRS(4reniOnep,LumberlDOLP1.6D platetripD;OBCOLo.OpaI;M1=25T;B=78S,L64A;aeve2M;ON.II; ASSa%4Pel1`ISdp�Aa2 3)Provide adequate drainage to prevent wNer ponding. �' N A ApI 4)This Masa has been designed 0-r a 10.0 Pat bonen chord live load nonwnwRem win any Other lore loads. ��[�G�•�GENS•••Gz �i� 5)-Tho Maes hes been designed Ior a live load ofIDopf w Ne bottom chpld in all eroas wnerea fiea.file 3.6-0 tall by 2-0-0 wide will 0% c ; V 1<` •.� R bNween the bottom al rad and any Omar members. -- No 53687 6)Pro deme anicalwmedlon(by Mhers)Oftmsslo Ee.On,platewpabM.fwnhstmding1001buplMNpint(s)exwpngt=lb)7=330, 2425. 7)'Sembrpid pHUbreeks Nauding heels'Member and fixity model was used in me analysis and design Menstrual. 8)Hengegq or Omer connotation panels)shall be prevl0ed sufficient b support expropriationsIpad(s)13]Ib doem and 141 Ih up N 7-0.0,: r/ C and 137 Ib down and 141 lb up N &fiQ and no lb doom and 26116 up a 10A-0an top prod,and 289 to tlmT and 40 to up at 7-"-0-- p STATE j617 e4U and B6lbdwmN8 ,and289mdevnand40thupan 611<onbottom Uprd. ThedesignlseleMim WsuTwnnecfwndmv (sI bine reaponalbnity Momere. ( 'tp Q 9)India LOAD CASE(S)Rudier.beds eppliedWmefaceODtheWn are noted eafbmDF)orback(8), a/AF• � R (j 1� LOAD CASEIs) standard pAONAX- ASA, 1)Dead+Rod Live(odomad) Lumberlexpra -1.25,PINo "Ineaw-135 Sig1t UnMOrm Loads(pit) Mi¢haal S.Magid PE No 53601 Ven:1.4-54,4-5-34.57=54,2-7--20 MR¢k USA,Inc.FL Can 664 Conwn ra e l Loads DID 6914 Parke Ent Bald.Tampa FL 33610 Van 4-115(F)5=172(F)10--251(F)8-251IF)11-1I S(F)12-47(F) Date: May 27 2016 Q wa.-wms Avera m,rme.1 ass.. sox.And,.11 OEp.aEIaaENCE pada.111,m.I.M.9asoRE use �;' I 0e¢pnwbttt m..*X11 e..e-111ton.ma aevon a paled anti 1p01 mameren.Io—,oM n... ndNavm"^V2 bre".11e nu, o mmmlmaeeo.ore. a 0mea dololrer mo•rv.nrym.oppo.o"illn0r aergn pomm.r.nonepm qnc 'a"m1o,n.arerm was pEmgn. ea.bolnel.M.Earow.�em",,.ala atrwlNeuarw�r..."a11El.rmomm.ro.n.�N� m�tb"..i tempwv/aml oema11m1r bating MiTek' u wawee'Wrog.rn.mlNa110 o'-,pe.ompr.wln mm�d.pmroamnlwa.e wa�/xaMmmoy. v.m.wlweo11..1.aOrtlem. febN lMermeBewn e.EelVOv!Ovmrusplare F,tt,W 218MM 1e Oea,�It.312AawWa0 V/ CMene.bse�e.n6 rCu euMIM<empewnl T-ta R. ooh. Joe Totes ruse Typ Oly vy TemMz 1em5WN uD Ilwwpglw., 2 TrvxNeI BUWnp Comgne,4. MI'm peovievice'rNoren Wry.W iNOrlyr1p.,a glaF Inherit be.Fn A al W.11 ppel ID MN vFslMJWYDbLU CI FMM3SPFVSKOByTg FN%] UIX768p jBQuCMEO _1$0 Si0 &68 + 1-0-0 540 34e 368 4B-0 I 1112= +.W 11 5 B 9b! ap II x4 3 yy 2 81 1z u n u m is a m 6 n 1B 9e= a 44= T mu art= em= m6= 1 I I Pave DR%ed(XYF Is.o-9-O.o-2-0I.la D540dd1 LOADING(p.D SPACING- 2.0.0 CSI. DEFL. In paid Udell Up PLATE GRIP TCLL 20.0 PMta Gdp DOL 135 TC D.32 Ver(LL) DO6 10.11 >999 240 MT20 241/190 TCDL 7.0 Lumber DOL 135 BC 0.68 Ved(TL) -0.1610.11 >999 100 BCLL 11.0' Rep Shares lncr NO WB D.74 Hood(TL) 004 7 Ne We BODL 10.0 Code FSC20147P12007 (Matra) Weigh:237 to FT:20% LUMBER- BMCING- TOPCHORD 20 SP Noa TOPCHORO SbummalwwdshabingdlrsctNapplil or4-115ocWdba, exci l BOTCHORD 2x6 SP N0.2 and veinal.. WEBS 20 SP Not BOTCHORD Riga ceiling directly applied or 1660 ac bracing. REACTIONS. phrase) 7.3643W-8,2=3069C," Ma Harz 2=285(LC 0) Max Uplh7=11041LC 8),2=910(LC 8) FORCES. Ib)-Max.CDmp.M,aa.Ton.-All brave 25D(Ib)or leas except when shown. TOPCHORO 2.3-587511594.3d-4098/1139,45°-2535(/28 BOTCHORD 2-02=1581/5187,12-13•-1591/518],11-13--1591/518],11-04=1591/518], 1044=15911516].1615=1111(JBzs.o-15=-1111/J6zs.o-16---1111/36zs. 616=n11612s,69=651 7,4- rZ380,3 8-16=65112143 WEBS 611=1b/te12,310=1952/60],410=-0652,0,40=23211]24.5-0-10519]13. S]--3111&1068 NOTES- 1)2,ly Was to be connMed together when 106(0.131'x3')nails as follows: yy3LI23F84 Eaonem dtora.co n..ded a.m11ow vs-z rr.staggered ac 67-0o<. ��NpEL S. 4f"q a Web.connected as mil. 2x4-1 row at 6&0 ac. 2)Allle"s aromnslemed equally apgled to all plies,excepignoted ufront(F)or back(aliases nqe LOAD CASES)section.Plylo pry .:•�-�OENSF connections have been provided to dblrlbWe only loads noted as(F)or(B),unless immerse lndkaled Q 3)`and:ASCE 7-10;VUR-1301m t)esome gusVasd-101mph:MDL-4.2pV;BCDL=6Opsf,b=25q 3=7611;L=SM;eave-BX;Cal.ll; %�, NO 55.3681 Exp C;End.,OOpI-0.18;MWFRS(direct ionep',Lumber DOL=1.60 plate grit,DOL=1.60 Yt f } C 4)Provide adequate manage to prevem water ponding. _ ♦ i 5)This INS$has been designed for a 100 pal oom CM1om IIVe load nonwnwne0t with any ether live loads, 6)-This iotashe.We.designed for a live load.1trooper ran the botm toCham s in.11 m where aretlan,Ia 3.60 tall by 2-0-1)Ads w111 fit betesenthe beach chord and any other members. 'A: STATE ;OF :`mow 7)Provide mechanical conneetion(b,Dmers7 of W p s.to timing place W joinp43 7. �4.O t.A / _:UJ 8)Provide mechanical cmnaction(by othendiff" eMa obsering plpeba.1withslmdlng 10010 up1illtlpimla)except N=b)]=1104, (> e40 R(p, N 2-=910. 'aS/ !_ 8ualEvlatlanalysis s4 '0)Hvgre)wdhennembnea(.).hel bePoi d.W ,enlbauppwmnetrbdbW(a86bdanend321buPat 1513, l,, `�? Menflear meet was used In par 1601,downand411,uped 3.513,13861,downand4551bupa15412,7591bdownand220bupH ]-412,]59bdownand22(I Mlthael 6.Maglm PE Nd53681 bupat 9112,]52bmownend2321,upre 114-12,and]68edownand238bupe113.412.end]851bmownand238bupm MRek.S .Ires,FL Cert 6634 15412 on bodom chum, The dmigMeelemlon of such connection devi a(s)is the responsibility M others. 691N Parp East BIv11.Tampa FL 33610 LOAD CASE(S) Standard Date: May 27,2016 Qw4aMxe.vwr a.wp.p,�wn.xw.mnaapxpin oxiwaaxpm xuprn mlenhccohopws ld. mTeooeclm.mleenlp.adaW ONVupm pao.,ionrexreaFnaNnemxmca.mraea-ecraowlq.oiomalenne,ioro.n.a.aloaa.iameaauplelelnapaacFwnodru4pcwvnacw Mile! .Ioqx ...bmi-m bMonow,iompe,dew,e'edrloold l iocFgol�M1uav oM mm MrelnnnN-a ..apeMaw'Mpc. penwal V+sl..repdpfi lc a spa I..Bn6 so"I'..-aam r.b r,1..11.1. v'..I's N.lee 50ee.eulb]I2 abwNlmnVP�]dll CMeAe.pae4aan41CM auMlp Cempanen+ R TampaA 066r01w JoC Tn TMUType 0" Pry tt 1]853 1. Vp MW Nip OMv I Z lomNdo"...'al. Mmny.W Mp f W a 3p1a Mliek lnJUWb,IN.M MW 3]M:51:W 2016 Plat ID DKoFa1%iy pMbL=fsdE FMM35PFyBNOByTgaFYJN3P IX7MPffgBOUCMA LOAD CASE(S) Valid l 1)Dead+Rod LW aslanoed):Lumber Inwam•1.35,Plate Inaeao,1.25 Undolm Loam Ipm Ven:1-5=51,S6� 4,2-7 -21) CulKenbaied Load.(ib) Ven11=l MBIFI 12 -85(F)13-1SNF)1L=]58(F)15=]59(F)1&-0521FI 17�752(F)18�752(F) QWYRMNO VxXy lrlpnpnmflm nIRe.Sa Np]Ea dN IIXe INDMttVOEp MrENNEPERNCE IIOE WF]I]2 m.laeNMeaEPORENE Oetlpn vdle1 I weanHvn1 MNeNSecomeclm.mNtle�lpr�4MSMmry ganryrvmalersfFwn.aMo b en InEMeu 1 euMirycomca.enl.rol aeappe�w.n.MrvlbwwPopYh Mae:pp pommeleepM p.d^b. le mnae�gp mm ll»wew3 ebMWmo e.a�`aa��e'��ei ec eirs prceplewl5.p rs16eiw�ninwf.aB eNd]ormom memeN,e�� nm�ma pdo.yew�ce�mmre,rs�i�e MRek' BaMYffo�ltlll111,1ly flaeYryc nlclopnwnlceWpse Wm pwtlebpenowliryuymtl pa Ml Qwne. rcMIe p SpM1rvlMeimeXeneowiloble lmmlmn Fble NflXub,131BN.1ee 51rce1.5W1e 313.LInmJbVa Yt310. d36ilanJ K5Ou3elnpCmmpemml WPMn FVI& ad P.....talo�' 0 Jcb Trvrs Tnse Type Oy Ply nt M e06m51 V NWXIp I TnnY.W BUMq WIgo,wY, NAMp.aP 1.soar1 ...'siviev e.lnp -noun" 1110Ale Peps, ID'.DIGf�vFsl WJVUYDbLEZLIsawSvkG ISHp620&V. aG gsnpJluFSky"Mtl3 1880 1-00 ~ 684 SY12 an. the - 'nor Scal 4 5 ew ,2 ans o 3 a 10 2 8 11 7 R asso, e a4= LOADINOURI) SPACING- 2.OA CSI. DEFL. n (Ice) men W PIATES GRIP TOLL 20.0 Plane GOP DOL 1R5 TO 0.35 Vei -0.12 68 >999 240 MT20 2"190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vai 4.27 2-8 >730 180 BCIL 0.0 • Rap Sbess Inv YES WS 0.84 Ha�(TL) 0.02 6 n/a me WbMM'e81b FT=2U% CDL Cor F1302014"12007 (MAIN) LUMBER. BRACING- TOP CHORD 2x4 SP Nb.2 TOPCHORD aWc,unl xroctl enetlbin9alrcctry appYea or589 ac WFllne, except BOTCHORD 2x4 SP No.2 eM I.O. la. WEBS 2x4 SP N0.2 BOT LHORO Ripitl nilinI N:,ry appllod.in 161 ac bndnp. MiTek rtwmmanae on.Ston U. 0.entl nqulrttl crone bncin9 be inaiellea tluan9 tmaP..at.,in eccoraanwvv Sdbil¢er REACTIONS. (IMebe) 6=601ro-2-8,2=70GOF8 Max Har 2.262(LC 12) Mu UpIM6=187(LC 12),2=214(LC 12) Max Gray 8.621(LC 17),2.7O ULC 17) FORCES. (Ib).Mex.COmp.RNx.Ten.-bill forces 25D(to)or lees except when Shown. TOPCHORD 2-9-9117951.9-10=903958310-867A62.3.4-Tlli BOTCHORD 2-8-516960.8-11--26&435.7-11=2631435.7-12=2831435.612=263/435 WEBS 58-308929.4-0=131/509.4-6--584961 NOTES. 1)W4nd:ASCE 7-10;VuRl Mmph(1se M gusq Vasa=tO1mp1;TCDL=4.2psf:BCDL-B.Opat;h=25R,B=76n;L=548:erve-6S',C.L ll: \\3p111O41 ExPC;EncI.,GOpi-0.18:MW RS(diredlonapena GCEM.6n (2)-1E-0tb 31613,IMerlw(1)1161310 11-DO,&teaog2l 11-0-0b \\\\ gL S. 1144A 16ne:C-0 7-420for members and force.S MWFftS for reeclbna shown:Lumber DOL=1.60 plate grlP OOL=1.80 \\ taP Mq I, M 2)ProNe.awwM dronape t0 prtvem wear pgname `:�J�',•��O E N SF•.03jp 4 3)Toswashas been designed fora 10.0 pal bonwn mom live loatl nonwnweeM w8h any other Fve bade. ` 4)'Thiscars has been designed fora live load of N.0pefon1h.bottom chord in all artnwhere a racMngle 160YII by2-0 videwill . NG 53681 M between the bo m EIorE and any other member,calm BCDL-10.0paf. 5)Provide mechanical wnnect'lon(by others)of trues W bearing Plate at)OM(a)6. C 6)Provide mechanlul connacion(by other)of Vussto bearing plate capeblect.humenaing IMlb.pl'lhallsx.)except 0t=11b)(3-i8Z 7)^semi-rigid pNchomi Including hands"Member and fixity model lives used in the analysis and design of this wsa. %13 STATE 'OF i`91iS;ONA1,S,,"" MICMeI S.Magid PE NO.5WI Aill UK In,FL Girt" 6901 Paris Eam INA Tampa R.33510 Dow May 27,2016 Qw.M1NO-IMM YYM P.nmeNnlad"AD Sople ON me AND MCLYOab Wise WERE P.bE MF,n^a.,bNN.,a REFOREYSE. � .,on calla la meunl,Mhb ral..conrernon RL di 6medonN open poem.,.n.ncvn.nM lr dwl hulMmp wmp"onl not orwo,ntme.kebm„re.m.dwamg emwrW elNl.emy llw npPu�obgtr nt ee,lgnwmrm,engw pm;rp n to lnl.eedgn lmntnedvamr MiTek' ovidngaedgn. enw, Inel=nledel,p,.,<nl b ooepetlwlnwm lrvs..bnne/wenn,emma,.n n;,h. i Isno. rydwpemw,wnthYnw,a ,obr,iraw o'rreµlmd lore onl6tvew loperem cdWpee vnm pmunb Pemnamp,ry era Shamir avenge. Fuoenewl awanrce regdnl C.m eMoo,orn vonso bxingal hisser and lrw ryrtenn.see anivA IeMFCkNeo.MCJF dna aOlauWlp Cempaw•M Ba,PVYe Fast®W. fieM1rylMmmaXannowllenk,mm,w PWR MSIXule.410 N.tee Shxl,SOX.]13.Nemntlro.vn R]]t<. Temp.FL aes,0 19le0W]L es vas Tyye Ory Ply mtleM ve XNI Wp I ...anburNyacmponxne M,Ary,P1 I].Na~ira11e Mneirms or Fn NryTG:writale opal ID:23V2A,WsIXWJWMbLa4l S"GoOttSH0208E41ke(ie92•KrMuFSglb 'I IL4-0 liisle-Is,s am= two= • a sea r 1.A•_ 3 10 • 2 ar m 0= b4_ 1sa I ].BO LOADING(psQ SPACING- 21,0 081. OEFL In (krc) VtlM Lia GRIP TCLL 20.0Plane On,OIL 125 TC Ole VaNRL7 -0.15 3t X99 240 [�-�Tldg 241190 TOOL ].0 Lumber DOL 1.25 BC 0.74 VM(R) -039 Zt XOt 180 BC11 O.a ' Rep Strode Inv YES VAS 0.0.9 Hars(tt) 0.01 S Ne Ne BCOL 10.0 Cone FBC2014i"P12007 (Mi VAGPI.06lb Fri LUMBER- BRACING- TOP CHORD give SP Na.2 TOPCHORD SWmumi1 d3heathingdlrec9 apPlieav42.110cpualns, except BOTCHORD 2114 SP Nat and veNlcals. WEBS 2x4 SP Ni BOT CHORD RI9W ceiling directly applied or 7-04 an bracing. M"a'recommendsmat mebif ars ami requlrcn cross bncinq 1,eins-Neat tluang Wes ismotion,m aocord`.0 w1NS-Mf¢er n.whi new REACTIONS, (Italme) 6=6011G2.8,2=]04058 Max Moa 2=222(LC 12) Max UPIR6-175(LC 12).2=-226(LC 12) FORCES. (Ib)-M¢Comp./Mer.Ten.-Allbms25C(lb)ur ssexmoi enelmwn. TOPOHORO 2-9-9501013.1F1045W420,510-051429,3-4--7061276,411-507901, 111-5117MI.M-540ri BOT CHORD 2-0-S66I807 WEBS }8--2861292.50-329158 NOTES- 1)Wind ASCE 7-10;Wit-1 dial(laecond gust)Vervi mph;TCDtN3Paf,BCOL-6.Opa1:h=25;B=]6R,L-541;inewri Cat.II; i C;Encl.,GOP-0.18;MWFRS directorial)and C-C Exteriod2)-Ii to}I Di Inleriig 10-13 to III Extelior(2)9-0-0 10 TE•gp IIpEE4 167.4 ani for nwmbels and forced&MWFRS fixreactors Shares,Lumber DOL-1.60 plate III DOL-1.5 N,NO&pSL S. M a4� 2)Provide adequate dnl es,W present water ponding. 3)This buss has been designee for a 10.01bottom mom We live load naie. onncument with any other kve bad ; �GN•�GE NS•.��jj�� 4)•Thatmss has been designee fare live load Dlla.Opatanlhe bottom china in allaroaeammea rectangle 3"Igsl 1y2-0-0wiaewill w �; V F •.Q i cat between the bottom mom and any other members. , No 53681 5)Provide mechanical cunneamn(by Milers)of tvn to bearing plate at)aint(s)6. 6)Provide mechanical connection(by olllen)al Were to behind plate capable mwithellnding 10011,uplitad ja p7 evwpt(t-o)8=175. * Ct'� -226. { 7J'Seml-rigid pllmbreaks Including heels'Member end thirty model was used In Ne analysis and design ofthis truss. STATE 'OF rUJ- F %•�AASS•,ONA1 S00% MMUN S.MaOid PE Ne59601 MGek USA. iFL Cert 61134 6904 Parke Eaat Blvd.Tampa R.93610 Data May 27,2076 pweaWNa.VvaylWppvriwenNRFAPNO]EE ONIWEINaMCLWFOYfE•REiEIYNCEP4aEMr.a<]]rw.leevlrlaaEfaREUFE ..ion mM or ant,w.MiM6 awwwaos IN,wants,.bound orA'uPon pomrrcrm llMM\ena hloronlMMMalbulainp comPanenl.dol Beb<utt.IM1e Wp]FpdenynxmpdvwiH lM1e caPacac•IV nitletlenpovmeknaM pr�pmrylacwpnWerFhamgnlnlolhe ovmnr an,rdrg Jepn. xlnalndlml�M%r1,wvenl WCMnanllno%pt lunrermolmtlrwamambe, N� dniwallempmv,nMP ivarhracNa Mllek' .cal 1i'vueea mranmrcrn m coaopm..,rnporakPenowlrv�ry nnr wa��/P/l1adraemnw. eeaalwiaonne maorn�,p lna ran aNryl r11em1aMn�oit hmmlnvnn cad nanlNe,IR B N Laetnum SWIe3r2.1kranadrb�VP93m CMeda.Wa eN aCV audery<PmpanM T PerYe Eaet9M. empv.FL-8111 ,IOb rnu rves Type Gb Poi mt]vu 100501& Cemem T IN.-auMry Wmpstral Mssai r. ].&OeM�fa Ze-M6i&6in Im.PoNayBOIZC"'res" HU1 10231UA_vFet%iYJEpUY06LdtLISE-0eT6U80VU3eeDGOLb1xPU6G$C2eFpv]vLHUmCM4_ Autut ttdtt 1X08-0 $0 STd does 1:11.1 41= 4 am , 1bM 10 ,a.. 6 3 0 11 e e «_ 3 = 5J= 10 Halt Plein al XY LORDING(pep aPACING- 2-00 C81. OEFL. m (rod Vied Us pi S GRIP TCLL 20.0 Plate Grp DOL 1.25 TO 0.32 VeR(L[) -0.10 24 >999 T40 MTZO 2441180 TCDL ].0 Lumber DOL 135 BC 0.]1 V.RI A.2] 2-] >]39 180 BOLL 0.0' Rep Stress Ina YES IN 0.11 FriesCri-) 0.03 6 We Na lNeighL]3Is FT=30% SC 10 Code C 4/T I T (MMM) LUMBER- BRACING. TOP CHORD 2X4 SP 110.2 TOP CHORD Strvmuml wood sheMMng dircdly ppled or 568 oc puRele. BOT CHORD 2x4 SP No.2 BOTCHORO Rigid ceiling specify applied or 10.0.0 ac mlWEBS 2Xs SP No.2 Mrsk recommends that Stabllizen and requlmd cross bracing be Installed during mall aegion,In axordance with Slabllher REACTIONS. (INined 6.60210.2-8,2=7060.5-8 Mas Herr 2-139111) Mall UPIB6-150112).2-251(LL 12) FORCES. Iib)-Mas.Comp.Mar.Ten.-All brine 250(Ih)qr lees acepo wren eM1ewn. TOP CHORD 2.0=95]/43],8-ee-8841438,}9-84]/446,3.1-I34I3M,4-10-7191362. ,.10-7MI05C 611=$8]/482,611-94&452 BOTCHORD 24-32]1]95.6-]-328/]96 WEBS 4-0-20]14]3.6]-26I 17e-2571262 NOTES- t)Unbalanced ram Was leads neve been considered for this$sage. 21 fift Easp C:Enl.GCpi=018'MWFR93(directienal)w4CL10Etl M02)CGi-6-0b3-1613LIntealceor(11110.1310 naauFainlmf22))e�6o�o eeeeeePELIg gg 1,44 1110.13.oNs(>C for memb..and foides&M RS for ma.-Bona sbown:Lumber DOL-1.611 DIM.prp 00L=1 fid N .q 3)TNls truss has been designed for a 1010 psi bottom&mdN.lead fmosm.nent wish any mher IN.bads. ;,�G!'�p ENg-•.G/Q 4a 4)-The i.e.has been he for alive load of 20,40 on the boom chord In all areae where a roNn91e 3-6H)hall by 2-0-0 wide will Mb.hasen the bottom chard and any other lnelnbers. NG 53681 5)ProNIdem (by echemcel connectu, mren)of truss b passed Palo.M pi-thu 6. j' '1 as Z 6)Prowse meManlwl Wnnemion(by ceners)ofi.e.W bemnd plate capable m woslanding 1001b uplift Mlolm(s)eempt(j1=1b18'150. . *� 2=151. ])"Smm&I9b psebbresW including M1eela'Mender and T«dy model was used N the analyst and design mini.Was. .-33 �tTC '9r, ESTATE OF OR ID F•GN I % 1111111111111 ,0 �0NAL Et MbraM S.Megm PE X10.53681 Will,W.Ins.R Out 11634 M04 para Fut 9Nd.Terrible R 33610 Dam: May 27,2016 Qw4unxP.wrry e.Nr,P..eww.are aue Names ON her AND 1011"D their ftbNNd mb was w,n "N"a ene,4.erna.ua.. � OeeOners.- ,e seallehrsaw cmrxct.rs.inh tlep�ee.,M enh uP.n Wmmelma o- rd OM en h.-I-scarp cnmP.mnt.n.1 .ew mtem v.l«e.b.me WYMpee.anr.m n.sins!n..ncmaelllrvme.o�0.,=„<lea.,,ewoe4va wervt.meeelw.im.tno ,r Meek' ofrorpow, tr«a,OF4icoetlbb«evenl WCIJnYMIMIvrou.I liwrvebaM1«tl,wtlmembm M'. tl.Ndwmp.,W.1J PmmmtnracMO .w,w�reaPr.01«no.nv.reroP«�.m.al.Pe�+m P.�mePer.«ramrvry=•e«.Pe+r a.m.ce. foden«mwNs-u,.e.,ememe so NrMenna-owbmerho^Iwwel..talnrelXNalxI.......I3 e]i2,N-nldrio 0AG�W enl.n..Mua.M eesl e.Mlev e.rnP.em1 �P!'apsho.d. Joe n luv type Gly Ply mveN 180b]N m Common gnaw Z Image,Palms Lompone d. ..so as ].Nae+ 'Cf's 1 ql rt UR7 MM.IZ MMry31M:01a]3o10 Ppe 1 10:23KvLvFxIICIYJLpUYDOL@gvdeglMUR]ENii2PCPFNTCybkYB}MJaORMWInzCM¢ 1fAA 1 I.pa yr-0 { 13L 'Y3A S1L $oYe=1919 .e0= a WG 5 eW� 5 s 0 qqe 2 1 11 a 10 8 1] + 14 ] IB 10 be= 5 LOADING(psB SPACING- 20-0 OBI. DEFL. M (hoer) Well 11U PLATE$ GRIP LOATCL20.0 PMU Gtlp DOL 1.2fi TC 0.46 VMgLL) -0.03 57 >999 20 MT20 244,190 TCDL 7.0 Lumber DOL 1.35 Be 0.84 VaN(Ty 4.18 57 >889 180 ..LL 0.0' Rep Sbesa her NO NG O.b Hal 0.05 6 Na nle WmGM:157 to FT=20% $CDL 00 Ced FBC2 4`TP120D7 (Meds) LUMBER- BMCING- TOP CHORD 206PNo.2 TOPOHORD Strumral wad sheathing alndlyeplifid.,49-e a purlins. SOTCHORD 2v6 SP No.2 BOT CHORD Rigla meths directly+ppl'md err 10-00 o1 hecM9. WEBS 2x4 SP No.2 REACTIONS. (Ihsbs) 6=3855162-8,2.3091033 May Harz 2=138(LC 7) Max UpIIn8=100(XLC 8),2-949(LC 8) FORCES. (to)-Mo.Comptadax Tea.All forum+250(W)or was stand wren open. TOPOHORD 2-3=387&1676,3- 21911445,45 22411248,S6=5MWIM8 BOT CHORD 2-11-142&5168,N-12=1@$15168,1612-142615168,610-162&5166, 313-143615168,8-13-1428/5168,514-1b315230.7-14-1b315230. 115-1b3I5230,1&16-140315230.6-18-lbN5230 WEBS }10=47011)61x.30-lHV593,4-0-103313574,55=-1945IM3.S7= 1911872 NOTES. 112-plytmaatobecmnededto9 erwM10d(0.131"x3')neiNeafollows: Top cams cmneded M.hollows.2x4-1 form a 69.0 do. Bottom dldm.mnnealed+a follows:2x6-2 rows alep9arad a10-7-0 a. \\\PBL IS fdV/// Webs cormoved as follows:2x4-1 row e10.&0 ac \ I 2)All loessarc considered equally applied to ell Fund,exCepl n nabod ea front(F)orbak(0)food on Me LOAD CASE(S)section.Ply to ply \\\ �PE Ms) //, mommniann have been provided to distribute only Ideas noted an(F)or(B).unlee.ehemye transient. `Jw�G ; .........( S•. Gx 3)Unbalanced ranrve loads have been aonnlderea fortnia design. ,� C;'\.T q,'-..0 4)Vo &ASCE]-10',VUn=13omPn(}seam gust)Veaa-mlmph:TCDu4.2p.f:$CDL=6.0pef,n=25R,a=7611:Lrt4n:may+=Sn:CM.II; No 53661 ^; Este,End.,GOpi=0.18;~RS ldiredimap:Lumber OOL=1.60 plea grip DOL-IN 51 Thin ttuc.nu been tleslgned for+lO.O pal boltam chaN lve bad anconcurrent wnn any oncost had lade. * }if 81'This those has been designed for a INC d of abater an the bchard Iallarea.where a hodingle lfi-0Iall by R-60 Wtle M,laWmm - m beween the bpam Moral and any outer members. 7)Praiae m.cnetical annecuon(W covers)of vu..to bearing ple.M pints)5. • �1 J. STATE !OF 41: B)Provide mxhenlwl annedbn lady others)ouhossmbe+nna plate damsels or afetandhg 100 to opunsi gn4s)except 0.1b15=1004, 2=949' T� �< O Rr.OP 9)-SemHigitl pnchheekn Inducing heels"Member end luny model who used m the an+els and Mouth alai.pass be provided ppottrapromparabod Woods)86 Maroon and 32W up at 1�13. 1o) tx on m6101padoomat 2tlis2 spam end1209Mupv+Idovner2o31to uplb dawn ena591 ieommanuped 322lzbueltat 7m12.75+azoamauee20 �� SSi0NAn S,%%h" 15-4-12 m atom cnok. The eeaigN eloptan of inch annedidn devne(s)lame maporromdny of mourp MkxwN S.Metal PE No.53681 MRd I.M.Inc.R can 6631 LOAD CASES) Standard Based Pae EMI 81v0,Two R.M10 1)Dead+Roof Live(b+lmad):Lumber InwNe-135.Plea Inu.am=1.25 Dpy: May 27,2018 �aalemc � memm��ia e.n.I .outapd,=ol ewLUwDm. onnhmoCwewbwPaW�ea�rewp` "MNaeve.mmNo e�exml�waw�a.n`na°eelmf:f„oaet'eoa.NmMen1eaae0dFNF�OmRaE IsRe.EoKab— m°taeexdp: .cwao„ ih ^ t . r. wnr e, <ne� endad�alme M b.ed I. Pes �• ma,.� amnw. .„eis W a � m°.ii" .• : vA xxSumMun�ove x .1-.I: eix4le llmmmm m � •' bse. eOmPo•.•t eea.�ee r^10.^. I YL JobTrus Tluae Tytn ply fly 1s0fp]M .UI Cmnlm4lNn ep n]1] TrveeNM WYYq ComppneMF Mlbry.[N I L].610e1pre30rBMIIDk In0utlYt M.MYryPM:51:nMID P{ea IDMKok VFe1 X9YJbpUY00LEZC1a6ag1VhUR9EN,' PCPFNVCy BMJdMMU BfiM LOAD CASE(S) Slen6er6 Unffom Loads(pB) VM:14-50,4-6-54,2-6=-20 ConodnValed Loam(lb) VeX:10--1406(8)7-752(B)11—86(B)12=1 60(B)13-759(B)14--759(8)1 6=752(0)16=762(8) QWP MOVwyaWp s---REIO NOn5 W1]Me INO rMCLYOEOmRN REosaaNCEPRYEY4112—laOL3p11BEEYREbXE -so larva onp-11MilevMcnnneclm lX6 tlergnnbaaeJ OMv upon parormlm rnwm.onG'e lann"mJmtludbuad cnmpmenl.ml ry9� .o n.Xerinr mu,M,,g ulnen Id h,o, o oo llpnmmn e,a olty o,d—Itle 000,TMOXnovmal e.. "d€rT;n P",I,Ll,N de ie—I os,,, ou.. mn y,.,bp�W]d-XerN member Y�aa6dp Wufdo— nrvJpmnwnen,bwdn9 MiTek' burly ow lepmonm-mapm wnbpnmmnpersonany'a ena XopnMam.aoe. oenealauaam reonmtw me raj(aipn Torzge tleiivery.erectbn I.broclnOol 1.ue LoMMm r.lemt cee I(IMI WepYCXM1Xe.meJl enG pCN XUMq Ganpmenl pp1PMe Fu19W. blely IMmmeXen ow obblromina plots Ftlllule.318 N1ee51xl.SYXe]I2 Pluon2m.vP 3411<. Temp.FL]MIO 11 ra JahThy Tnu T,,. Q,,, PM nude] OreseM y0 Xtl �xth'. 3 a• in lopearleuMne ConaMwil shwhe.9 ]eWeMIa301e M1ieU ""W. C MMgnuayZ 3MIMG0B NDIGtivFx1%9YJGplIY90L@LMe01MUR]EHIx2PCPFN�YCOynxeLyZiJ�'112MhllB3CMu tib 2AA 4�n a.e9 6ule•1]0.0 Ivo 1.We II h10= e e Me s nW 12 2 R 1x 11 ti 10 is B to a 17 i8 ] 4>0 h10= ba nm= h10 II she= WADING(PS) SPACING- 2.0-0 CSI. UEFL. W(Sec) Well w PLATES GRIP TM 20.0 PIMe GRP DOL 1.25 TC O.D VMhLL) 4.0]1611 >9M 240 W" 2tl190 TOOL 7.0 Lumber DOL 115 Be 0.88 Ver TL) -0.1516+1 >999 180 BOLL 0.0• Rep Serie Ino NO WB 0.48 Hom(TL) 0.04 ] We We Might 218 to FT•20% BCDL +0.0 Cade FBC2014'I'P M7 (bul lx) LUMBER- .aAu_G- TOPCHORD Sbudurel wood.heath!,,deadly applied or 4-11-5M.pudina except TMBER. D 2x4 SP Nog 29 SP No.2 dndvamub. BOTOHORD 2 WEBS 2W SP No.2 BOTCHORD RI91E cell!,,tliredly epplietl or 1e bre 640 pd,,. REACTIONS. (Ibhhe) ]=364910.2.9,2=]08910.5-0 Max Hors 2=206(LC 21) Mar UpIM]-1081(LC 6),2-930(LC 8) FORCES. (ib)-Mae.CompJMa2.Ten.-All fees.250(to)or Idea sxcepteden M.. TOP CHORD 2.3=68]0/16]8,3J-438811285,45309]/901,55-908]901,6]-302RR03 BOTCHORD 2-12=1540151D o-2=1540151D 12111 =-H]5(!99,19-151WAS121,11-14-1]Sg96L 3l l f]510981 MRS 311•J911600.110-18R/SR],410=II9I2591.46-121813]9.6-0�123N@19 NOTES- +/2.PIy Moa1pbeeured an Etpgns erwUs l 11M(o.19r1s7 nelre csrollwm. ,T aTPE`IS gs x%AA Top chows ca o"ho"' Bs fall folms4-+rawah6&0Oc BMMM oh wnnedad ea bllowe:2e6-2 rows ataB9aretl d 0.]-0oc. T Wada connected-mllowe:2.a-+mw e10-9 2)All lead.are wnsitlered equally applled to all Plied,moth tl noted Ba front(F)or bad(8)face in Me LOAD CASE(S)-di- Pty W Py ;YAG .........E N 5(:9Gj Aj' wn0edbns hays been pmvlded b Mandibular Ont,loads,Mad n(F)or(B),unless othervAm Wdleate 1, � C :•V� C' •.� ^ 3)Wind'.ASCE]-10.VUR=1script(3 Mond gust)Vead-101 mph:TCDLW,2PM;BCDL•6.OPdlh=25R;11=761M.L=54ft;saveossi:Cd.it : _. N0 53881 L Exp C;End..GCPi=0.1B;MWFRS(dVedkm.1) Lumber DOL=180PIabgn1DOL=+.60 3.}: 4)Phe tle edaqu as tlralnege u prnwntwMer pMdMg C 5)Tfra Vunhaa Man deagnedfora 100 pdbnlrom chord Iva load nonwnaneMweh MnyoMerlweboda. y 6)-TTsiruaehae Mendealonedbraliveload M20UP31onthebotmmchoMInallwas Wndrc endn91e 9621 ta11b 2-0-0wiM III p TE OF M ba wd,me bOnwn mom end any other members ])Prvvae memaowal connedbn(by dhen)of Mora m bear ng plate MIo e(a)] 8)Provide mememcah wnneNon(by oNare).1Wm to been,,plate capable of wdMhandng im b uplift dpnh.)vewpl lh=Ib)] 101 ; •p� GR 'Qp �\�,� 2-990. 80) us)-SMMMg4 ed In the drusads and design&Mi. 1(60 b rioarr anti llb ul)Mw 5S19,a1388llbddown Oir and h4561bb uq sh h5-1u 32]59 Wcdoxn nd 2N lot upldtl1+13]591b dw.'n end 220 iAAAASSiO N A;��G�� Ib upW 9+12,152 Wtlown and Z291b uptl 1l<12,end]e0 lbdownand2291Cuper l312..nd752IbdMMand229lbuPO Sound S.Magid PE X0.53981 1S412 on bottom ch raL The dile,fadedion M sum Ma nediw device(.)is We responsibility W others. MITd U64.Inc.FL CBR6GM 6904 Pane EaN BIW.Tampa 6.39610 LOAD CASE(S) standard Dare: May 27,2016 waarl inarap eerenw»•.neMuoxdrea MarMxexo alClPprplwaaaa6xaeaxm P.soaw3m....3a'eaneaxersparusa. DDeean win or um mv,enlxleW CGe,gr�errmIna m"91I be O11 olcnl umeb�u Iso an l ^i„cWo,"Ole'nn°ee,4 mlaw,henlve;er mboore-Itab°W�na Mi eK bxl�.d=e,wne�rag no-Itliu Grownlnnt O'Oue Nmpw-0eH�M na b,old aenae�ilk�em o-onnp eaow°. 1cMcnliM,.nwaMe,eeu'mrv.ereMne,MreawnP alnrae.M,ame.anle,e.eee uxe�v�walvoe.d..psear Mee aeu auMlav<ump,eenl ou,,,lnuarneoe ew,elehami,w ewronnxam.xl9 u.wslreeL wile six Me+c xal4. 1 ' .lab trues nt.e ryFa Ory My mnesi wyw ro xnxa6lMd 2 'irveWNBuxYq Ca�pweMe, MWeay,W 'UMb fWn lnUR7EWee,IzPFNYC ce:61:139I &E B IO:I31(i/LyFe1XiVApUVObLazLfWag1MUR)ENiyRPLPFNYLyI'keLyZNCX2MZSRB6Ma LORD CASE(S) SWntlerJ 1)Dead a Roof Live(WMnced):Lumber Inawse=l R5,Plate Increase-1.25 Unirmm Lwas(PIl) Ven'.1<-51,". 4,2-1=30 CPncenlrtlW LPaae(Ib) Ven:11-1386(F)II=86(F)19=160(F)14 759(F)15=759(F)16=752(F)17=753(F)18-753(F) ,& lWNP.Vwbyd pe—u—+ d eeloxorzs ax mnlxn ixttUCEo.vnax xFe[rtNCE pmaewle a auoWi euylwnyauortroa. fin�n. nal wy�a�ua emyw�IF WTe1®cmuc�onJFu ae�gnu Loma onN wen pmomelenZd n moa �.,.�K�,reraN �Pnrm�el,�My,L.noo��eLa�ny.�LePmm.e�e.. .,��P�m1elLnae<m. . Al ek' n'�m�Panp..emmm naaoleab mPmmm woemo.rmeN�e.Mmio+�ee.nermmw memLm+om. aamo..uemo.wr o.e oemm.mn�e.o�eP i:m..oy�mwree m,arouNLm l.o,...m eaiwm,nu Pmem P•.+m�mlM.rv.�wmmara.mnw.Fm P•�ieMa.�a maomrPme le�lyl mMan mubdeM1 mu Fme FnoNe'i8NnLea'Msl—Lso'I�:'i i`nk,onLAa.ly°]xlyl f. apspay.ne Kl�Femlq eumooneM eWesefm Emu&N. Tmpe.FL N810 P 3pE Tape ruesrype Dn N rillia5e dw M nD HrXIFp91Mw 1 1 TmrWNOUIgq CmmponeMe, Mb.H.M itAOe FDr 10mI0MnexYWeMer.In 91RW(nMM+O2yPBeDM1OTNGMry IDE3RrtivFel%T'MgNTDOLdsClaFklMvgSmiy{p2Mp e0 ] "100 4108 �iea sa4 u.12 ae sae=lav 4a4= me= m II 4 11 13 0 19 14 0 Goo 12 d 2 0 ID 0 15 17 18B ] h4 0 15th 11 Bp= y4= BIr10 = 4 4 LOADING(pe0 SPACING• 2b0 C81. DEPL. n (Ice) WM Ib PLATES GRIP TOLL 20.0 Pkb Gnp DOL 1.35 TO 0.63 VergLL) -0.W 2.10 >998 240 MT20 24M1W TCDL 7.0 Wmbm DOL 1.25 SC 0.68 Val(Tq -0]9 2-tD a999 160 BCLL 0.0' Rep SVesa lner NO M0.83 Hoal 0.05 7 ON els Might 90 as FT=20% BCDL 100 Cade FBC2014RPi (Our ISRACING- LUMBER- TOPDHORD SWmmlwwdsMMhingdirodty.pp%d.,42-11- PNKns, .awpt TOPCHORD 2x4 SP No,2 and ul4oeb. BOT CHORD 20 SP NOR BOT CHORD Rigid wiling directly applied.17-1"ad blades. WE66 2x45P NOR MiTo "OreMa Nd 9Yblluen entl required vOie Mating be ndaYed tlu ng buee arodlon,in accordance wMI SYbiluer REACTIONS. (IMu2e) 7=12240.22,2=109711153 Malt HOM 2.183(LC 6) NO,Uplift 1=401(LD e),2= 78(LC 8) FORCES. (Ib)-Max.Comp 1W.aTen.-All forces 250(b) les.eveept when iI.. TOPOHORD 2-Y-18011520,34-165)1469,4.11--140 7.11-12-1464/46],112=-1463165] BOT CHORD 2.10=550/1556,9-10.138/1295.9-15-63911295,1516-43811295,8.16= 3911295, &1]-13911295,1]48.13&1295,]-18> 3911285 WEBS 419.01413,5-0=DI431,S]-158&530 NOTES- 1)Wmd'.ASCE]-10;Vab-130mph(3a nd guu)Vend-101mph;TCDL=4.3psf:BCDL-6.Opd:h=-250,11=710:L-54tl:gave�60;Cat W plklll.q Ex,OI Encl..GOPI=0.18:MWFRS(dredlonag:Lumber Di S. Odp DOL-L60 `\\\ 2)Provide adequate drainage to proved water ponding. ,b TIua W w has been designed for a 1O.0 par cheaper dION IIVe bad nonwnwnenl with any Other five lwtls. O P' M GN/ 4j•Thk Wsa M1ae been designed braid lud a120.0ps1 on Ne bowl cTON In at areaswimreemNngle}gp WI by able all ��`Gt�,C•ENSF Mbetween the Cocom obi and any other memo... plate at joini 7, NO 53681 ' 5)Pmvitle medlvllul unnedbn(by Others)of truss to bearins �.. - 6)Pi mechanical connecion(by OlMlaj of Ws.tO warns Pi.,able M wMaWntling 100 lb.eft al jOlnt(s)exwpt ljl=b)1=101. 2, •: *p 2.370. 7 ♦ C ])"fiem4rl hd psam"b including heels"Member and ftAy modi was used in me analysis antl cabin oRM1LL Wsa. 6)Hand or Who,wnneomin biviw(cjshall w proVlded sufficient to support concentrated lOad(q 13]Ib tloxn and 141buDet ]-DDS p; STATE OF 11 11 down and W to.1 as 40.12,137 IC dpwn mol 1411b up d 11-0.12,and 137 Ib doom and 161 b Pat 1}612,and 137 to dawn and 1411b YD d 15-D-12 on top chad,and 2891b down and 40bup ai i-0-0.861E da+md 4LL12,960tlownd 11-0-II.andi y,• ! 961bdwmd +So-l2.and 941b dwm al +5-0.12 On b011am Mond. The deei,bekdbn of soon connection devke(.11.me '• T 'c� ORt� reacon.Ibilily d ode.. msspG\\ 9j In the LOAD GASE(S)sedlon.beds eppliedtOfiefece oflhe buss arc holed ee ftpn!(Fj Or cock(B). //S,0NA1"�o%% LOAD CASES) StandardMnwN S.Nov PE Ski1jDead♦Roof Live(wkncetl)'.1i Inaeew-1RE Plate Increarra RS MRek USA,Ins,LL Cert 6631 Uniform Loa.(PIG W Puke Ee5191vd,Tam.ALL 336111 Ven:1-a=.51,46'-54.2-]-20 Date: May 27,2016 VVM,yM P.'a^rr.ey deaug hmar ON.asYm ra.1.FO MF¢.FFFFPFMCE PROEWIIIa m.INOYmI.aFFO6FY5E. ,&„Aran.�wurccM'elM wnewenm.na..ml.eeaonebo,.eann•wnv.r.m.le.len..n..ne�.ln .nm.�api eieeerien n°o l'n nlw a MNiTYe■k' .Belve Vre,IMeJtlkq eesVSnnrrvrluulH nye?vPScaelSNorEVlpnvnromelen ane pro eAv nc o e bullelnV tleslan W�mBNoMeiopeveN cdkpe Mplh gWMepurariel IW"dP-1.-N^far si puleon�cenrepmeop enidoclry o,_, _ollenelcwge eefvery ereclbn ars_..,al hwn oM aun n'ri tte 4Nannl Wean Caw.ofedv.ne'co,,aua9gcompanenl 7P]4Pab SeNry Inlaimalkn a"ab hcm,,UalbbIm.i 210..we Ii Suite 312,4kmntlna.VA Y➢Il IR ,pb Tlre.. rn..Tyye ar pN n.t>vEe +smme+ z10 Ra Mpow. 1 }nuWerl9uMry Cmpmend. Mpxry.OF M4 iCIBMIBNIie4lnbueilule. RUl GhMM:0:YPWhOY 10:331(z/LVFsiX'iYJbpUYOMGzC1.6K1MVg6m'IpONZrDF`"tlRIIVGIrMMV01yPB.0110Y&CMq LOAD CASE(B) &.dn ConcerOAW Loads(Ib) VeN 4415(8)10=351(8)11-115(6)13-115(B)13-115(B)14-115(B)15=47(B)16-11(6)17=J7(B)16-0(6) vMH asYprpP..0 $-TMSaxop/czWEOXrtEx REFEIZXCEpage REUSE ApelapnRw11ela a»anry..i„nW°n oWexGY x^ir tlevrercn ecretl°rvy upon poromelm rwmv pne syn�celvleuo�euMlne omrwnenz wl tlerpnermoriverlry eep I'c°bIIIIV oloeipnp°remekrspM pr^perly In re lFkenpnlnrolb°verel °e,riema e�'a^°e m�alpra=°iea.Nism proven)e�enl^re°rineme�m m,r..eeaml^renom nxmeer.n ry. aanuer^p°rw nna pe^^°ne,mr«Inp MITek' 1 ° rc 1edapm QDk pers°nminNrN p^e papMytlorenUe. hpene»IUUNoncereperoly lFe b Oncoibn.xl°rapesiOOII ntlelvery,er«Ik^pne Ewclryolnentl Iron ryrlemc a 51/IM�OUZ1oory CM°ne. NO.CN C..,—., 1 ] BNE. SekrylMennallan ewikde M1cm l^w pMklmMule.318 xlee SM1eel.Score]I].nkmndia. 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