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16'-a" A.F.F. 11-L <br />TOP OF 141-11 <br />PARAPET <br />13'-B" AFF <br />TOP OF <br />PARAPET <br />10'-4"Aff. 10-L <br />50TTOM OF <br />SOFFIT <br />i <br />.5'-4" A.F.F. rL <br />TOP OF WINDOWV� <br />OPENING <br />0'-0" FFE. <br />TOP OF SLA5 <br />GENERAL NOTES <br />1. EXTERIOR STUCCO TO 5E SMOOTH SAND FLOAT STUCCO FINISH, <br />TYPICAL. <br />2. SEE FLOOR PLAN AND EXTERIOR ELEVATIONS FOR WALL SECTION <br />LOCATIONS. <br />3. SEE EXTERIOR ELEVATIONS FOR ALL EXTERIOR FINISHES. <br />4. ANY WOOD FRAMING IN CONTACT WITH CONCRETE OR CMU TO 5F_ <br />PRESSURE TREATED WOOD. <br />5. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL IBEAMS, <br />JOISTS AND ALL CONCRETE REINFORCING. <br />ro. CONTRACTOR TO COORDINATE ALL CEILING HEIGHTS WITH <br />STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY ARCHITECT <br />WITH ANY DISCREPANCIES UPON DISCOVERY. <br />,all A.F.F. <br />= OF <br />RAPET <br />a" Aff. <br />OF <br />-4" Aff. <br />)TTOM OF <br />FFIT <br />4" Aff. rL - <br />F OF WINDOWII� <br />IENING <br />-01, F.F.E. - <br />)F OF SLA15 � <br />KEYED NOTES <br />0 SINGLE FLY ROOFING MEM5RANE OVER MIN. 3.20" 1505OARID <br />INSULATION - IBUILD UP INSULATION AS REQUIRED TO PROVIDE 1/411 <br />MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS <br />(D CONT. 4" CANT STRIP <br />(D -1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER GALV. METAL LATH <br />OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE <br />PLYWOOD SHEATHING <br />GWOOD CORNER MOLD - WHP _165 <br />(D 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER GALV. METAL LATH <br />G6" C.M.0 WALL SYSTEM - SEE STRUCTURAL FOR VERTICAL AND <br />HORIZONTAL REINFORCEMENT <br />0 STEEL 5AR JOIST - SEE STRUCTURAL <br />GSTEEL 5EAM SEE STRUCTURAL <br />(D STEEL ANGLE SEE STRUCTURAL <br />GCONT. SPRINGLOCK FLASHING 5Y "FRY REGLET" <br />(D &" METAL STUDS AT Iro" O.C. (TYPICAL) - SEE STRUCTURAL <br />0 METAL ROOF PECK - SEE STRUCTURAL <br />GFOUNDATION SYSTEM - SEE STRUCTURAL <br />GLINE OF PARAPET / WALL 5EYON0 <br />GEXISTING STEEL 5AR J015T - SEE STRUCTURAL <br />GEXISTING STEEL 5EAM - SEE STRUCTURAL <br />(D EXISTING METAL ROOF DECK - SEE STRUCTURAL <br />GREMOVE PORTION OF EX15TING METAL ROOF DECK AT STUD <br />PARAPET WALL FACE - SEE STRUCTURAL <br />GREINFORCED CONCRETE 5LA5 ON GRADE - SEE STRUCTURAL <br />0 CLEAN, COMPACTED, TERMITE TREATED FILL <br />0 APPROXIMATE GRADE <br />0 EXISTING CONCRETE SLA5 ON GRADE - SEE STRUCTURAL <br />(a 1/2" EXPANSION JOINT MATERIAL <br />GCONCRETE SIDEWALK - SEE SITE PLAN <br />FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI <br />4" METAL STUDS AT 16" O.C. (TYPICAL) - SEE -STRUCTURAL <br />0 CONTINUOUS 5ASE - SEE FINISH S-CHEDULESAND SHEET IDI <br />0 EXISTING FOUNDATION SYSTEM - SEE STRUCTURAL <br />GLAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING <br />PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS <br />1/2" CD GYPSUM CEILING 5OARI_-> - SEE CEILING PLANAND <br />DETAILS <br />0 1/2" GYPSUM WALL 5OARD <br />(D 1/2" GYPSUM WALL 5OARD OVER 3/4" FURRING STRIP5AT 16" O.C. <br />OVER I" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF <br />ROOF DECK. <br />GEXISTING EXTERIOR CMU WALL SYSTEM - SEE -STRUCTURAL <br />GCONCRETE IBEAM - SEE STRUCTURAL <br />GLIGHT FIXTURE - SEE ELECTRICAL <br />(9 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE <br />0 ROOF DRAIN SYSTEM - SEE ROOF PLANS <br />6" PVC LEADER SYSTEM FROM ROOF DRAIN TO STORMWATER <br />SYSTEM - SEE ROOF PLANAND CIVIL DRAWINGS <br />R-11 IBLANKET INSULATION AT SOUND PROOF PARTITIONS - <br />SEE FLOOR PLAN <br />WOOD CROWN MOLD - HHH 1013 WITH I x 2 WOOD TRIM <br />G1/2" EXTERIOR GRADE PLYWOOD SHEATHING <br />ALUMINUM COPING SET CAP FLASHING IN ADHESIVE OVER ICE AND <br />WATER SHIELD WATERPROOF MEM5RANE <br />GEXISTING CONCRETE IBEAM - SEE STRUCTURAL <br />G-,CULTURED" STONE VENEER OVER SCRATCH COAT STUCCO. SEE <br />EXTERIOR ELEVATIONS <br />0 6" PRECAST LINTEL - SEE STRUCTURAL <br />(9 5/8" SMOOTH SAND FLOAT FINISH STUCCO OVER CMU WALL <br />0 REINFORCED KNOCK -OUT 5LOCK TIE 5EAM - SEE STRUCTURAL <br />3 5/6" METAL STUD FRAMING WALL AT Iro" O.C. <br />KNOCK -OUT IBLOCK COURSE - SEE STRUCTURAL <br />LINE OF EX15TING METAL ROOF DECKAND NEW ROOF DECK <br />(D EXISTING CONCRETE VAULT ROOF / WALL <br />0 1/2" G.WB. OVER 2" "Z" CHANNEL FRAMING <br />0 RECESSED PEDIMAT. SEE FINISH SCHEDULES <br />DRILL AND EPDXY (1)05 AT 6" O.C. VERT. REINF. INTO EX15TING CMU <br />WALL WITH 12" MIN. EM5EDMENT. SEE STRUCTURAL <br />NEW CONCRETE SLA5 TO ALIGN WITH EXISTING ADJACENT <br />CONCRETE SLA5. <br />GCLIP ANGLE - SEE STRUCTURAL <br />(D DOWEL CONNECTION 5ETWEEN NEW SLA15AND EXISTING - SEE <br />STRUCTURAL <br />EXISTING CMU WALL SYSTEM - G.C. TO VERIFY IF CMU WALL DOES <br />NOT EXIST PROVIDE AS SHOWN <br />KEY PLAN <br />REVISIONS BY <br />00 <br />Cn <br />tic_ <br />CQ <br />E <br />jo <br />C\1 <br />Qxv <br />00 <br />C\1 <br />CD <br />> <br />Qd <br />EL <br />.0 <br />Z LLJ <br />_J <br />a-uz (1) <br />x L. <br />Ld Li a <br />—i u :1-r- <br />Cr <br />V) 0 <br />0 L.Li LL- <br />0 <br />LLJ <br />m -C <br />L) <br />> <br />0 _C <br />C <br />4) F— c,4 <br />Z C) <br />00 <br />Ld <br />Dom <br />M LL_ <br />Date: 06. 12. 12 <br />Scale: AS NOTED <br />Project Mgr: AAY <br />Drawn: AZP <br />Job: 10-61 <br />Sheet <br />A6h <br />0 WALL SECTION <br />SCALE: 3/4" = I'-01' <br />H;�?rQje"5\PrQjects Z010\10bl - FMC Urgent Care\04-CD\01-CD.A\04-Architectural\A6 - WALL SECTION.dwg, 6/13/2012 2.02:55 PM, Adobe PDF.pc3 <br />G)lWALL SECTION <br />*---ALE: 3/4" - I'-011 <br />