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Job Truas Truss Type Qty Poy SWctural Design Concepts <br /> 1305R <br /> PER13202 RBC COMMON q 1 Slonevwotl/ieynor Resldence <br /> P.E.Robbins,Inc.,Victorie IL 81485 7.340 e Feb 24 2012 MITek Inductrbe,Ina Mon Apr 29 17:28:34 2013 Pepe 1 <br /> -2�-0 , 5-8-5 , 12-3-3 , 19-0-1 23-9-0 <br /> r 2-6-0 ' S-B-5 —� 8-8-14 8-8-14 4-8-15 —� <br /> aa.•,x�.� <br /> �e u <br /> 6 <br /> r.m�x <br /> ae o <br /> � <br /> u�o ewc <br /> a <br /> 66-0 <br /> T � W' za n <br /> — � <br /> e.�= q � <br /> z �b <br /> � � <br /> N <br /> � g a-o-o —I z-ao � <br /> �— 3>>-�o z-s-o — �„ ,o 0 <br /> 6-9-2 � 8-0-0 '`'- <br /> so-o � <br /> , 7-9-4 18-9- , 23-9-0 <br /> ' 7-8-4 r 8-11-14 8-11-14 ' <br /> REPAIR TO CUT IN A 1'DEEP x 8' WIDE TRAY CEILING <br /> STARTING AT 8'-9 1/8"FROM LEFT END OF TRUSS. <br /> CUT NEALTY INSERT 2x6#2 SPF BETWEEN WEBS AS SHOWN <br /> AND VERTICAL 2x4#2 SPF BETWEEN 2x6 AND ORIGINAL <br /> BOTTOM CHORD. <br /> ATTACH 7/16"24/18 APA RATED SHEATHING TO BOTH SIDES <br /> OF TRUSS AS SHOWN WITH 100%PL400 GLUE CONTACT AND <br /> (2)ROWS OF.131"x 2 3/8"NAILS AT 3"C/C INTO ALL MEMBERS. <br /> LOADING(ps� SPACIN6 2-0-0 CSI DEFL In (loc) Udell Ud PLATES GRIP <br /> TCLL 40.0 Pleteslncrease 1.15 TC 0.97 Vert(LL) -0.12 9-11 >899 240 MT20 197H44 <br /> (Roof Snow=40.0) Lumber lncrease 1.15 BC 0.52 VeA(I'L) -0.31 9-11 >698 180 <br /> TCDL 10.0 Re SUess Incr YES WB 0.49 Hoa <br /> BCLL 0.0 �e MNSRC/TPI2002 (Metr(x) rn) 0.05 8 Na Na Welght:1201b FT=0% <br /> BCDL 10.0 <br /> LUMBER BRACiNG <br /> TOP CHORD 2x4 DF i800F t.6E•Except' TOP CHORD Shucturel wood sheathing directly applfed, except end vertk;als. <br /> T1:2x4 DF No2 BOT CHORD Rlpid ceiling direclly applled or 10-QO oc breGnp. <br /> BOT CHORD 2x4 SPF No.2 WEBS 1 Row al mldpl 312,68 <br /> WEBS 2x4 SPF Stud MITek recommends thel Stabilizers and required crosa bradng be inslalled <br /> OTHERS 2x4 SPF Stud durina Was erecHon,in accordence wfth Slabllizer Installatlon auke <br /> REACTIONS (Ib/size) 8=1393/0-38(min.0-2-3),14=1881/0-3-8 (min.0-1-8) <br /> Mex Ho214�239(LC 8) <br /> Max UpIIRB=-37(LC e),14=-137(�C 7) <br /> FORCES (Ib)-Meximum CompreasloMMaximum Tenston <br /> TOP CHORD 1-2=0/157,2-3=-394/85,3-4=-1551/97.4-15=-1403/101,5-15=-1380/127,bt6=-1305/149,&18�1504/109,6-7=-153/129,12-13=-27/1017,2-13�-27/1017.7-8=-198/51 <br /> 80T CHORD 11-12=-42/1283,10.11=0/927,9-10=0/927,8-9=-0/1200 <br /> WEBS 3-11s377H57,5-11=38/569,5-9=-58l497,8-9=-309/174,3-12=-1418/94,8-8=-1644/28 <br /> NOTES <br /> 1)Wind:ASCE 7-06;90mph;TCDL=6.Opsf;BCDl=6.Opaf,h=21ft;Cet.II;Exp B;enGosed;MWFRS(low-rise)gable end zone;canUlever left and rigM expoaed; � <br /> end vertical lefl and righl exposed;Lumber DOL=1.33 plate prip DOL=1.33 � �ha��h1�pb��SP� <br /> 2)TCLL:ASCE 7-05:Pf=40.0 psf(flat root snow);ce�egory n;Exp B;ParGaily Exp.;cc=�.� �herabY �� red bY <br /> 4)ThIsBWns.s�has beendesihned f 0e reter of m n ro f IWe load�of 16.0 af or 1.D0 Umes flat roof bad of 40.0 sf on overhe s non-croncurrent wilh olh RI�IID��or cepo�►Wos p�eP° <br /> a a P P �w di�ect snpef+Kio� <br /> baes. me or upde� my i�had 4�o- <br /> _5)Adach ribboh bWCR to trtias willi3=lotl nails a(3�Slled ta naf ra�.— -- _ _ ___ _ __ . d�ly_Rae __._.__ <br /> 6)This W ss has been designed for e 10.0 psf bottom chord Iive bad nonconcurrent wlth any other INe loads. d�d Iha1� �m� �p�1�0� <br /> 8)Povide mechant�I conneic i n(byeoithers)ot tniss to bearinp p el ePcepab elaf wNhs ending 37 Ib uiplHl at joint 8 and 137 k�up R aljo nl 14�8�9$u� fssiAn��En9ti�°f �ndet fhe <br /> 9)"Semi-rigid pilchbreaks wlth flxed heels"Member end flxlry modei was used in the aneysis and design of this truss. 'n�s ��� <br /> �s Stola <br /> LOADCQSE(S)Slandard R �NS <br /> PHI � � ��, <br /> DA1E� �,a fy�'q <br /> Re U1ro��1Von <br /> o. <br /> ,_.-�--'^""'_ <br />