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JOINT SEE ARGHJ I �u - - u� J I Li ) ■ ( I 2 19 I sib I —F� - _ __ �' z � 2 i 10 1 Sib l i l ----- r— ----------------- 1 1 2 Sib I � SIM 4 10 Slb 5 Slb 4 Sib 10 _1 12 1 12 10 12 ■ _ .-� � --- ■ * 2 12 r��- I Sib 12 12 12 2 2 12 1 2 19 I I; ----- ------- -- — — -- — -- --- — ■ --------- -- — e I e @ ■ ------ ■ ■■ ---- ■■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■ N ■ 2 8 - VY _ = I 8 _ 8 2 _ v 8 4 2 7 1 i 6 F3 9 6 9 L-- I ! i 6 T- f 1 6 -- F2 2 I 3 I I I 2 , 1 i ilk Ili l! f j I I i L- - -- ---- ) i 1" 10'-0 3-3" 10'-0 " -0 6' " 4-0 -0 4-0 4-0 006-0 6'-0"2-4 21'-4" 22'-0" 2'-8" 33'-4" 6'-0" 40'-0" 4'-0" 129'-4" J C= OFOUNDATION PLAN SCALE: 3/16" = 1'-0" KEYED NOTES OEXISTING CONCRETE SLAB (VERIFY) 0 EXISTING MASONRY WALL SYSTEM (VERIFY) OEXISTING STEEL COLUMN (VERIFY) OEXISTING CONCRETE FOOTING (VERIFY) OS INFILL EXISTING SLAB DEPRESSION AS REQUIRED - SEE ARCHITECTURAL DRAWINGS OCONCRETE SIDEWALK - SEE SITE PLAN O8" MASONRY STEM WALL AND BEARING WALL / COLUMN WITH 05 VERT. IN GROUT FILLED CELLS AT 24" O.G. MAX, - TYP. U.N.O. OS INFILL EXISTING MASONRY OPENING AS REQUIRED - REFER TO DETAIL 3/51b O(2) 05 VERT. IN SOLID GROUT FILLED CELLS AT BEAM / GIRDER BEARING TYP. 10 PLUMBING FIXTURES - SEE ARCHITECTURAL FLOOR PLANS II ROOF DRAIN AND OVERFLOW ROOF DRAIN INSIDE MASONRY COLUMN - SEE ARCHITECTURAL DRAWINGS 12 NEW MASONRY OPENING - REFER TO ARCHITECTURAL DRAWINGS AND DETAIL 1/51b 13 EXISTING METAL STUD WALL SYSTEM WITH 6", IS GA. (600 5162-43) MIN. METAL STUDS AT 24" O.C. MAX. (VERIFY) 14 EXISTING MASONRY STEM WALL, TIE BEAM AND WALL FOOTING TO REMAIN. CUT AND REMOVE MASONRY WALL ONLY AS REQUIRED(COORD. WITH ARCH.) PATCH FLOOR SLAB AS REQUIRED 15 EXISTING CONT. 1/2" ISOLATION JOINT (VERIFY) 16 NEW 6", IS GA (600 5125-43) METAL STUD INFILL (STUDS AT EACH END AND 24" O.C. MAX) WITH 6", 18 GA, (600 5125-43) METAL TRACK TOP AND BOTTOM. FASTEN EACH END AND TO EXITING STUDS WITH (2) ROWS OF 012 TEK SCREWS AT 16" O.C. MAX. STAGGERED - NOTE: FASTEN EACH TRACK TO EACH STUD WITH (1) #10 TEK SCREW, EACH LEG AT EACH STUD (TYP.) U.N.O. 0 NEW METAL STUD OPENING - REFER TO ARCHITECTURAL DRAWINGS AND DETAIL II IS EXISTING CONCRETE / MASONRY COLUMN (DO NOT DAMAGE) 19 SIMILAR - FOUNDATION ONLY 20 4'-0" x 3'-0" MASONRY PILASTER WITH (14) 05 VERTICALS WITH 02 TIES AT S" O.C. MAX. - GROUT ALL CELLS SOLID - REFER TO 1/A6c FOR CONCRETE TIE BEAMS (8" x 16" WITH (2) 05 CONT. TOP AND BOTTOM WITH °3 TIES AT 8" O.C. MAX.) AND MASONRY TIE BEAM (8" x 16" WITH (I) 05 CONT. TOP AND BOTTOM) FOUNDATION PLAN NOTES I. CENTER ALL FOOTINGS BELOW WALL OR COLUMN U.N.O. 2. TOP OF FOOTING ELEVATION TO BE (-) I'-4" B.F.F. TYP. U.N.O. (MATCH EXISTING) - PROVIDE 12" MIN. SOIL COVER OVER ALL EXTERIOR FOOTINGS - CONTRACTOR TO COORDINATE TOP / BOTTOM OF FOOTING ELEVATIONS WITH EXISTING SITE CONDITIONS - CONTRACTOR TO FIELD VERIFY FOOTING ELEVATIONS AND NOTIFY ARCHITECT/ ENGINEER OF ANY DISCREPANCIES 3. REFER TO ARCHITECTURAL SITE PLANS FOR EXTERIOR SLAB AND SIDEWALK INFORMATION 4. REBAR REQUIREMENTS FOR MASONRY WALLS ARE TO INCLUDE (3) 05 REBAR IN CONCRETE FILLED CELLS AT EACH CORNER (U.N.O.) - (1) 05 REBAR IN CONCRETE FILLED CELL ON EITHER SIDE OF MASONRY OPENINGS AND AT 24" O.C. MAX. (U.N.O.) - HOOK REINFORCING INTO FOOTING AND LAP SPLICE WITH CONT. REINFORCING - REFER TO PLAN FOR ADDITIONAL SPECIFIC REINFORCING 5. REBAR REQUIREMENTS FOR INFILL MASONRY WALLS ARE TO INCLUDE 05 REBAR AT 45" O.C. MAX. (U.N.O.) - REFER TO PLAN FOR ADDITIONAL SPECIFIC REINFORCING FOOTINCap SCHEDULE MAR SIZE DEPTH REINFORCING REMARKS K I6' MIN. (TOP OF FI 4'-6" x 6'-8" FTG = (8) "5 SHORT WAY T 4 B 12 TOP OF (6) 5 LONG WAY T 4 B EXISTING 12" MIN. (8) 05 SHORT WAY T 4 B F2 T-4" x 5'-4" (MATCH (6)15 LONG WAY T 4 B 1,2 EXISTING) 12" MIN. (5) 5 EACH WAY F3 4'-0" x 4'-0" (MATCH TOP AND BOTTOM 1,2 EXISTING) 12" MIN. (3) 05 CONT. T 4 B F4 T-O" x CONT. (MATCH 05 TRANSV. AT 16" O.C. T 4 B 1,2 EXISTING) 12 MIN. (5) 05 EACH WAY F5 4'-0" x 4'-0" (MATCH TOP AND BOTTOM 1,2 EXISTING) 12" MIN. (6) 05 EACH WAY F6 5'-4" x 5-4" (MATCH TOP AND BOTTOM 1,2 E ISTI ) 12" MIN. (5) 05 SHORT WAY T4 B FT I' -0" x 4'-0" (MATCH (2) 5 LONG, WAY T4 B 1,2 EXISTING) I. TOP OF FOOTING l-) I'-4" B.F.F. (MATCH EXISTING) 2. DRILL AND EPDXY FOOTING REINFORCING INTO EXISTING FOOTING, 8" EMBED (TYP.) U.N.O. REVISIONS BY 1Q 03, 10. 15 --- �i Cn CV E v � ti U a ti v G U N s. v ~ E Q o 3 ti Cn � c E o CV 64 M U. V) O V " z z --°p.�;o- a 0:I Rai � 0, 0�CQ U Cn U (0 ca u') 0400 z � � I C 00 O J L0 zLLJ rnz o w W o C" F— z U zLL- • x C—D C � � zu� o-C o ao C JLO Li I Q N ¢ I) o -� j = (r7 c� 3 N D C) — Z J J U O m •L- J � < C W —0 =)— 0 0 =U m� —=pt > Li L.L.P0 0 U �O (/) as .0 Q) (D N Q 0 J 0 Q (a E U_ Op J Ld L-m Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet S1a H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural\SOla-FND.dwg, 3/24/2015 10:38:56 AM, sharrison, Xerox 6604 PS.pc3