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Job , T�uss rN55.T�o aty P�' Bennett Building Systems 316 <br /> 79092 P918603 KIfVGPOST 1 1 <br /> - a e e. ea lion I <br /> Unfvetset Fomst Producls Inc.,(3rand RapWs,MI48525,Peggy Beckelt �� � - ' 7,610 o Jen 29 2016 MRek Industries,Inc.Fri Jul 17 OB2II:34 2015 Pege 1 of 1 <br /> Cog�yright02095 Universal_Forest Pr�ducts,inc.A1113ights Reserved <br /> � <br /> ' a��-o � a-�i-e <br /> 2.5z6= <br /> 3.03�2 - z <br /> 5-1'6_ _ '_ _ - <br /> T1 T1 ! <br /> 1 3 � <br /> � o � <br /> SoeNole6 SeeNolob �� I <br /> �. : �=d � <br /> � <br /> 4d1-8 411� _ I <br /> 9-1�-0 i <br /> i <br /> � <br /> � <br /> ' <br /> Plate OBsets Y '2:0-3-0 0-D•1 � <br /> `t, <br /> LOADING(psf) SPdCING 2-0-0 CSI. OEFL in (loc) VdeO L/d PLATES GRIP ' <br /> TCLL 20.0 Piflle Gdp DOL '125 TC D.33 Vert(LL) 0.06 2-3 >999 ?AO MT20 244N90 � <br /> TCDL 7.0 LumberDOL 1.25 BC O.OU Vert(fL) -0.OS 2-3 >999 180_ j <br /> BCLI. 0.0• Rep Stress Iner YES WB 0.00 Ho <br /> BCDL OA. Code FBCZOtA/IP12007 Matrix �� 0.00 n/a n/a <br /> � ) Weight:751b FT=O% , <br /> LUMBER- BRACING <br /> TOP CHORD 2x4 SP NoJ TOP CHORD SWchiral wood sheathiny directly appfied or fr0-0 oc pudlns: [Pj <br /> BOT CHORO Rigid ceiGng direclly applied or 10-0-0 oc bracing. <br /> RELICTIONS, pb/Size) 1=28010.3-0 (min.0-1-8),3=260l03-8(min.0=1-8) ; <br /> Max Ho¢1=635(LC�),3=-635(LC,1) <br /> Max Uplif11=234(LC 5),3=-234(LC 6) , <br /> FOFtCES. (Ib)-MaximumCompreulonlMaxlmumTenslon <br /> TOP CHORD 1-2=-673/894,2-3=-G73/B94 <br /> NO'fES- (8) <br /> 1),This truss has bsen checked for uniform roof live load ooty,except as noted. i <br /> 2)Wind:ASCE 7-10;VuIt=140mph(&second gust)Vasd=l�8mph;TCDL=4.2psf;BCDL=O.Opsf;h=30R;Cat.II;Exp C;Encl.,GCPI=0.18;MWFRS(enveiope)gabte end zone and C-C Exlerior(2)zone;C-C � <br /> for members and forces 6 MWFRS tar reactions shovm;Lumber DOL=1.60 ptale gdp DOL=1.6D <br /> 3)The botlam chord doed load shmvn is suffident anty to coyer the Wss wefght Itself end does not allaw for any additional load to be edded to the borioin chord; <br /> 4)•This tniss has beeo desfgnetl for a Ilva lnad of 20.Opsf on the hottom c1ioN in ell aieas where a reetangle 3-6-0 tall by 2-0-0 v�ide will fil behveen Ihe bottom chord and any other members. ; <br /> 5)Pmyide mechanical canneclion{by olhers)of Uiiss to bearing plalu capable of withslending 234 Ib upliFt at Jaint 1 and 230 Ib up1iR at joinf3. � <br /> 6)Pmvide suppodto reslst a fiaraontal torce of fi35N et Jolrits 1 end 3. E-slg�ed by Kevin FfBeman ; <br /> 7)Baveled plate ar shlm requ(red to provlda full bearing surtace wilh truss chord et Jolnl(s)1,3. � <br /> 0)OasFd on P91ff591.Updated code. ��,,d����e p yaQQ�Q ; <br /> .�� ��'�y�N ��EFi�,�``�� : <br /> ���� ����� `'�-�.`� S. '�q�� ; <br /> � � / �J w�� ''�- G E� �t'''. � ��� <br /> �►a4�.__�/,.:"`�!� �i�n �o.� '� �d�! ��G-al1�'ll''����n��„��9Ss 4 IVo 56254 e � <br /> ��_�-l��� � �; .a d � ' �:* � ; <br /> :���rov��!E3v__._�- c7'�'C"�- L�-t%��3���@������ � � : e � i <br /> � o a � ; <br /> � <br /> : <br /> ,lahn Fariei?)� " , L[l: <br /> C,�odular t3uilding plans[xari7mer Florida CertiPicale 5MP43 i o - �l/� <br /> e <br /> � ���.� •�,o R �o?:���,*' ; <br /> o ... o . . <br /> P��S'`S�Q N Ao b��ea�o { <br /> The profosslonat anglneering seal Indicalos Ihat a Ilconsed professlonai has revievred Ihe dosigri under(he slandards referenced wilhin thls documenl, 7/2D/2015 <br /> nol neEesssrily tho cunent slate buitdlnp eode.The onpineoring soal Is no!an opproval!o uso In e spedfic alolo.7ho final datermineqon on whelhe�� <br /> o Uuss deslgn is acceptabla undor Ihe lo�lly ndopted building codo resl wilh Ihe 6ullding ofliclal or designaled oppolntee. <br /> � WARNIIVG -!/eri6y desigra pafameters an�f R�AD IVOT�S Uolversal Forest Products,lnc. 2801 EAST BELTLINE RD,NE <br /> Trusn ehall not be wl or modified withoul approvai oi Iha W ss deaign onpineec <br /> PHONE(616}364-6'161 FAX(816)-365-0060 GRAND RAPIDS,MI A9525 <br /> Th[s oomponeM has anly bcon desgned forUie laads noled an lhls drawfng.ConsWclian and fifling farces have not baen considored.The 6uiiderfs responstbla <br /> forGRing melhods and syslem dosign.Buildof msponslbdAies ars defined undar TPt1.This deslgn Is 6esed anyupan paramoters shavm,and is(or. <br /> an individual 6uCding component to be inslnllod"and kaded verlisa0y.Applica6�ity ol design paramolars and pmper incorparellon of mmpooenl Is responsi6�ity of building <br /> deslgner-nol Wss deaigner.Braang nhovm Is for Iatoroi support of fndividual web mamhers only.Addflionel lemporary brabing lo insura stah�ly during cu�irudion- <br /> L�Iha msponel6aityof�he ureclo�.AddiOonal pnrmnnenl bradng o(ihe overdOslruclure ly tho�espons@Aity of iho 6uildllig designor.Forgenerel gufdanco fageMing � <br /> fabriwlion,qunlily oontrol,stamga,delivery,oreclion and 6redng,conauit BCSI 1-06 hom ihe Woad Truss Council olAmedca and Truss Ptatn Inslitute Reeommondallan availa6la <br /> (mm WTCA,8300 Eolerprise W,Mad'son,W i 53719 JAsuppartN�RekSuppltemQtaleslufp.fpe � <br />