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FAN6V POSTI & O AMS 61RDER5 ENTERIN6 6C TO INSTALL 51MP50N "PC" GALVANIZED METAL RETE HALLS MUST HAVE OF 0.5 INCH ON TOPS, 51DE5 P05T CAPS AT ALL POSTS/BEAM CONNECTIONS.
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EXI5TIN6 CELLAR NEW 4"x4" P.T. POST ON 6~~ 5P
HAALLL POURED H OHORED a
PTTO. PP05T1 S
EXISTING INTERIOR P
FOUNDATION WALL TO FOOTING d BEAM HITH
6ALV. METAL CONNECTORS BY
- SIMP50N OR EQUAL.
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20,
6.C. SHALL INSTALL N ;k --f PROPOSED (3) 2x6
BRIDGING BETWEEN Y DROPPED 61RDER EACH J015T * EXISTING LOAD N
« - _ - BEARING WALL ABOVE
EXISTING GIRDER B.P - - - EXISTING GIRDER F-
L - EXI5TIN6 a
EQUAL ° EQUAL CRAWL
- - o SPACE
EXISTING EXTERIOR- - u
FOUNDATION HALL ~
EXISTING 24"x24" BRICK PIER t q'v2' EXI5TIN6 I4"xl6" uJ
AREA OF WEIN PJ. BRICK PIER
EXISTING F.J. 70 Be REMOVED d aV1 J;
REPLACED HITH NEW 2x6 F.J. • {
16" O.C. 6.C. SHALL INSTALL
-
TEMPORARY SHORING d f~ 40
a
BRACI146 PRIOR TO DEMOLITION LI
HORK.
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PARTIAL FOUNDATION PLAN: FLOOR JOIST REPAIRS 0 ENTRY FOYER Q a