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Approved truss anchor by others <br />Shingle loading (37 lbs 12 <br />Plumb cut overhangs 5.CP5 <br />BOOF TRUSS END DETAIL <br />TRUSS CONNECTIONS <br />UNLESS OTHERWISE NOTED, USE SIMPSON HHETAI-20'S FOR TRUSS <br />TO MASONRY WALL CONNECTIONS. <br />USE SIMPSON MTS1 6'S FOR TRUSS TO FRAME CONNECTIONS. <br />USE SIMPSON DBL HHETA20'S FROM GIRDER TO MASONRY,. <br />USE SIMPSON DBL. HTS30'S FROM GIDER TO FRAME WALLS. <br />lko(),F <br />SCALE: 1/4"= 1' <br />jjf11"-0:r..- <br />fif G I At <br />ZS <br />7 <br />Ul <br />IL <br />911, <br />0 <br />vir <br />Lo <br />00 <br />C) <br />U <br />Cf) <br />U <br />Cf) <br />C-) <br />Cc <br />0 <br />C/) U- <br />0 Z: <br />Z:) C/) <br />0 <br />Z-) <br />C;6 <br />C/) <br />co -j <br />z <br />LIU <br />U N L§j <br />C� <br />L'J Uj <br />(0 C) <br />04 <br />co <br />0 <br />LLJ <br />Ct <br />Q <br />LU <br />U, <br />LU <br />0 <br />0 <br />0 <br />C/) <br />CIO <br />Ljj <br />LL, <br />C� <br />7 <br />rj� <br />SHEET <br />C- <br />U <br />Uj <br />LU <br />( CC <br />or <br />z <br />0 <br />U" <br />0 <br />d� <br />Q <br />0 <br />0PI <br />1 z <br />0 <br />OF 5 <br />j <br />