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YY; <br />0 rOUNDATION PLAN <br />SCALE: 3/16" = I'-O" <br />KEYED NOTES <br />OI EXISTING CONCRETE SLAB (VERIFY) <br />OEXISTING MASONRY WALL SYSTEM (VERIFY) <br />OEXISTING STEEL COLUMN (VERIFY) <br />OEXISTING CONCRETE FOOTING (VERIFY) <br />O5 INFILL EXISTING SLAB DEPRESSION AS REQUIRED - SEE <br />ARCHITECTURAL DRAWINGS <br />OCONCRETE SIDEWALK - SEE SfTE PLAN <br />OS" MASONRY STEM WALL AND BEARING WALL / COLUMN WITH *5 <br />VERT. IN GROUT FILLED CELLS AT 24" O.C. MAX. - TYP. U.N.O. <br />OINFILL EXISTING MASONRY OPENING AS REQUIRED - REFER TO <br />DETAIL 3/51b <br />O(2) 05 VERT. IN SOLID GROUT FILLED CELLS AT BEAM / GIRDER <br />BEARING TYP. <br />10 PLUMBING FIXTURES - SEE ARCHITECTURAL FLOOR PLANS <br />II ROOF DRAIN AND OVERFLOW ROOF DRAIN INSIDE MASONRY <br />COLUMN - SEE ARCHITECTURAL DRAWINGS <br />12 NEW MASONRY OPENING - REFER TO ARCHITECTURAL DRAWINGS <br />AND DETAIL 1/5Ib <br />ROUNDATION FLAN NOTES <br />1. CENTER ALL FOOTINGS BELOW WALL OR COLUMN U.N.O. <br />2. TOP OF FOOTING ELEVATION TO BE (-) 1'-4" B.F.F. TYP. U.N.O. (MATCH <br />EXISTING) - PROVIDE 12" MIN, SOIL COVER OVERALL EXTERIOR <br />FOOTINGS - CONTRACTOR TO COORDINATE TOP / BOTTOM OF FOOTING <br />ELEVATIONS WITH EXISTING SITE CONDITIONS - CONTRACTOR TO FIELD <br />VERIFY FOOTING ELEVATIONS AND NOTIFY ARCHITECT/ ENGINEER OF <br />ANY DISCREPANCIES <br />3. REFER TO ARCHITECTURAL SITE PLANS FOR EXTERIOR SLAB AND <br />SIDEWALK INFORMATION <br />4. REBAR REQUIREMENTS FOR MASONRY WALLS ARE TO INCLUDE (3) *5 <br />REBAR IN CONCRETE FILLED CELLS AT EACH CORNER (U.N.O.) - (1) *5 <br />REBAR IN CONCRETE FILLED CELL ON EITHER SIDE OF MASONRY <br />OPENINGS AND AT 24" O.C. MAX. (U.N.O.) - HOOK REINFORCING INTO <br />FOOTING AND LAP SPLICE WITH CONT, REINFORCING - REFER TO PLAN <br />FOR ADDITIONAL SPECIFIC REINFORCING <br />5. REBAR REQUIREMENTS FOR INFILL MASONRY WALLS ARE TO INCLUDE <br />*5 REBAR AT 48" O.C. MAX. (U.N.O.) - REFER TO PLAN FOR <br />ADDITIONAL SPECIFIC REINFORCING <br />FOOTH SCHEDULE <br />MAR I SIZE I DEPTH I REINFORCING, I REMARKS <br />12" MIN. <br />(6) 05 EACH WAY <br />FI <br />4'-8" x 4'-8" <br />_ _ .- _ <br />(MATCH <br />_EXISTING) <br />- TOP AND BOTTOM-- <br />I <br />12" MIN. <br />(8) $5 SHORT WAY T 4 5 <br />F2 <br />T-4" x 5'4" <br />(MATCH <br />lb) S I" WAY T 4 5 <br />EXISTING) <br />12" MIN, <br />(5) 05 EACH WAY <br />F3 <br />4 -0 x 4'-0 <br />(MATCH <br />TOP AND BOTTOM <br />1 <br />EXISTING) <br />12" MIN. <br />(3) 05 CONT. T 4 5 <br />F4 <br />T-0 x CONT. <br />(MATCH <br />05 TRANSV. AT 16" O.C. T 4 5 <br />1 <br />EXISTING) <br />12" MIN. <br />(5) 05 EACH WAY <br />F5 <br />4'-0" x 4'-0" <br />(MATCH <br />TOP AND BOTTOM <br />EXISTING) <br />12" MIN. <br />(6) 45 EACH WAY <br />F6 <br />5'-4" x 5'-4" <br />(MATCH <br />TOP AND BOTTOM <br />1 <br />EXISTING) <br />REMARKS: <br />I. TOP OF FOOTING (-) 1'-4" B.F.F. (MATCH EXISTING) <br />REVISIONS <br />BY <br />f -7- <br />00 <br />00 <br />1�� U (D 7 <br />N U <br />t` <br />U <br />CC11 <br />I�� U N <br />• LQ L <br />N <br />Y Q rn 0 o <br />3 � 3 <br />3 <br />�—� o x <br />� c <br />0 <br />N <br />Cl) <br />W <br />a <br />U CO <br />N 00 <br />CD Z a, LO <br />M <br />Zw rnz <br />�[ 0 W <br />E <br />W � <br />W O <br />~00 <br />Z uzL <br />• x <br />VE <br />LL <br />:z <br />W o <br />" 00 <br />CD-)U <br />Z -w <br />1n 0) <br />_ <br />g <br />> I <br />_ tv <br />r- <br />0 N <br />�^ <br />U <br />��2 <br />J 00 <br />L <br />0 <br />d <br />U V <br />- Z <br />Z � <br />J _l <br />U M <br />O m J <br />c <br />oVW v'0 <br />VE <br />=U <br />a W >. 0 <br />U <br />CL <br />Q J C) <br />oaCD <br />O 0 <br />Li-LcW <br />Date: 12. 23. 14 <br />Scale: AS NOTED <br />Project Mgr: DSH <br />Drawn: SEH <br />Job: 14-137 <br />Sheet <br />S 1 a <br />H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\01-CDA\04-Architectural\SOla-FND.dwg, 12/23/2014 2:44:23 PK sharrison, Xerox 6604 PS.pc3 <br />