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3/4"veal ON <br /> Truss Repair for: / 2—ibbon<teg 2x,ribbon at <br /> / chards by alhms. top chard by others. <br /> 3955 Cherry Avenue ,eirlabels. `.Pr , <br /> building. I — <br /> Orono, MN 42-0-0 <br /> I:1�,! !. Vii. <br /> a a -F1L - -- �� <br /> } 1 `7i_-1- ---iS_ f� 1 n- - `—I--71 - F-1- n 7l <br /> 9 . L, .. , <br /> ch4 dob y t bottom <br /> twrtls by others. <br /> n O Truss End Doted Tm.o End Derail <br /> Typ <br /> Floor Cantilever Eoterbr-Typical Floor Interior-Typical <br /> �- <br /> -i��' 4�/q` FSI ) u P'i' u F7 5) .i , 1 d <br /> i <br /> LLI i LLI I it LL <br /> —' — Remove existing 3 ply buckled post �a'be _har others". <br /> Q by others. --- - - <br /> - below header. Replace w/ (1) 6x6" III IIL� <br /> SPF#2 or better. Install Simpson III �'�"u'° <br /> _t_ _ Bean by others =. <br /> ABA66Z post base w/ a min of (8) Z a�ebb be ?maxg„ �,rbbanab�«n <br /> snores by an,era. <br /> cN, <br /> 16d nails into post and 5/8" anchor Truss End Detail ruaaEndow� <br /> °LL bolt into concrete. Install Simpson F�`Be°""°"B"m-Ty°"a' `"°A« dle,Dm <br /> BC46 post capw/ 6 16d nails into `"°r `' <br /> post and (6) 16d nails into beam. _ ) to ft with <br /> a.graPd��ItMs�tdda�. <br /> r Improperly '' <br /> supported aZ� <br /> ,..-- <br /> truss F8N1,4 e <br /> Cd l42 Irl <br /> c T E door girder droryad1-112' <br /> [ \, — Floor for chord loony tons. <br /> Truss End Detaf <br /> I I Improperly -1-'' F,5L ' Top Chord Bearing Truss at Floor Girder <br /> 1 ' ' ; supported <br /> truss F8 <br /> 71 4 <br /> 2 Structural Details Provided by: <br /> S -------5-M--- ° ' - Becklin & Whitney <br /> 71----11 <br /> _ <br /> 139 1st Ave. E. Ste 200 <br /> H P.O. Box 471 <br /> ,_-�,_ i LL -D-0.I_ ,D900 �2-0 Cambridge, MN 55008 <br /> 19.2"OC . T 44142-0-04 <br /> L 12-8-0 8-4-0 13-0-0 8-0-0 e. <br /> T I HEREBY CERTIFY THAT THIS PLAN, <br /> 1st Floor Truss Layout SPECIFICATION, OR REPORT WAS <br /> PREPARED BY ME OR UNDER MY <br /> 1/6"=1'-0" <br /> DIRECT SUPERVISION AND THAT I AM A <br /> DULY REGISTERED PROFESSIONAL <br /> ,,,, ENGINEER UNDER THE LAWS OF THE <br /> NOTE: 0. <br /> `.........................' STATE OF MINNESOTA. <br /> It is recommended that 2x6 strongbacks,on edge,spaced , �V, <br /> at a max of 10'-0"o.c.and fastened to each truss with ...2 <br /> (3)-16d nails prior to appliation of floor sheathing. _ LICENSED _ _ <br /> ; PROFESSIONAL 1 - ')r,,e/PA,,r,fr. 6 iip,Pe.0 1 e- <br /> Strong-backs are to be attached to walls at their - ! ENGINEER <br /> outer ends or restrained by other means. - <br /> Truss erector(s)should refer to the included HIB-91 (nom• 18494 ,.r AQ: <br /> Summary Sheet,Commentary and Recommendations for "9 .' 0 WILLIAM A. BECKLIN, P.E. <br /> Handling,Installing&Bracing Metal Plate Connected Wood �.�(.......... .v./ <br /> Trusses by the Truss Plate Institute(TPI)(orange in color). '.., OF MitS 0.• DATE: January 9, 2018 LIC. NO. 18494 <br />