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20'-8" Af <br />TOP OF <br />PARAPET <br />Eo <br />DETAIL <br />SCALE: 3" z I'-V <br />4EA <br />Sim. <br />3 5/6" METAL STUD FRAMING - <br />SEE STRUCTURAL <br />ALUMINUM COPING WITH HEMED <br />LEADING EDGE SET IN ADHESIVE <br />OVER ICE AND WATER SHIELD <br />WATERPROOF MEMBRANE <br />1/2 " 0 x ro " ANCHOR BOLTS OR <br />EXPANSION ANCHORS AT 46" O.C. <br />ONE LAYER OF 1/2" EXTERIOR <br />GRADE PLYWOOD SHEATHING - <br />USE SHIM TO SLOPE TOWARDS <br />ROOF AS REQUIRED <br />LOCK FLASHING <br />SEALANT <br />2x P.T. WOOD NAILER <br />MA50NRY WALL SYSTEM - <br />SEE STRUCTURAL <br />"CULTURED" STONE VENEER OVER <br />MORTAR - SEE EXTERIOR <br />ELEVATIONS <br />IV-6" AFF. <br />TOP OF <br />PARAPET <br />/COLUMN <br />TOP OF TOP OF <br />PARAPET <br />I I PARAPET <br />10'-4" A.F.F. r_� <br />BOTTOM OF <br />SOFFIT <br />01-01, F.F.E. <br />TOP OF SL <br />101 WALL 51-H(STION <br />SCALE: 3/4" = 1'-0" <br />WALL SECTION <br />SCALE: 3/4" - V-011 <br />10'-4" Aff. <br />BOTTOM OF <br />SOFFIT <br />V-4" AFF. <br />TOP OF WINDOUJRI� <br />OPENING <br />5'-4" Aff. <br />50TTOM OF <br />WINDOW <br />OPENING <br />V-0" F.F.E. __L <br />TOP OF SLA5 <br />G ENE R_A. L N 0 T E S <br />=-XTERIOR STUCCO TO BE SMOOTH SAND FLOAT STUCCO FINISH, <br />rYPICAL. <br />�EE FLOOR PLAN AND EXTERIOR ELEVATIONS FOR WALL SECTION <br />-OCATIONS. <br />�EE EXTERIOR ELEVATIONS FOR ALL EXTERIOR FINISHES. <br />ANY WOOD FRAMING IN CONTACT WITH CONCRETE OR CMU TO BE <br />ORES5URE TREATED WOOD. <br />== AT=lf-THWAI MQAIIJIM�'_C� r-n= Al I l:',TC;lHt-TH=Al ar==l =k=AM0_ <br />JOISTS AND ALL CONCRETE REINFORCING. <br />6. CONTRACTOR TO COORDINATE ALL CEILING HEIGHTS WITH <br />STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY ARCHITECT <br />WITH ANY DISCREPANCIES UPON DISCOVERY. <br />KEYED NOTES <br />0 SINGLE PLY ROOFING MEMBRANE OVER MIN. 3.20" 15050ARD <br />INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/4" <br />MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS <br />(D CONT. 4" CANT STRIP <br />(D 116" SMOOTH SAND FLOAT FIN15H STUCCO OVER GALV. METAL LATH <br />OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE <br />PLYWOOD SHEATHING <br />GWOOD CORNER MOLD - HHH 165 <br />GI/a" SMOOTH SAND FLOAT FINISH STUCCO OVER GALv. METAL LATH <br />Ga" C.M.0 WALL SYSTEM - SEE STRUCTURAL FOR VERTICAL AND <br />HORIZONTAL REINFORCEMENT <br />(D STEEL BAR J015T - SEE STRUCTURAL <br />GSTEEL BEAM - SEE STRUCTURAL <br />GSTEEL ANGLE - SEE STRUCTURAL <br />GCONT. SPRINGLOCK FLASHING MY "PRY REGLET" <br />(D &" METAL STUDSAT 16" O.C. (TYPICAL) - SEE STRUCTURAL <br />0 METAL ROOF DECK - SEE STRUCTURAL <br />FOUNDATION 5Y5TEM - SEE STRUCTURAL <br />LINE OF PARAPET / WALL BEYOND <br />GEXISTING STEEL BAR JOIST - SEE STRUCTURAL <br />GEXISTING STEEL BEAM - SEE STRUCTURAL <br />0 EXISTING METAL ROOF DECK - SEE STRUCTURAL <br />GREMOVE PORTION OF EXISTING METAL ROOF DECK AT STUD <br />PARAPET WALL FACE - SEE STRUCTURAL <br />GREINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL <br />0 CLEAN, COMPACTED, TERMITE TREATED FILL <br />0 APPROXIMATE GRADE <br />0 EXISTING CONCRETE SLAB ON GRADE - SEE STRUCTURAL <br />G1/2" EXPANSION JOINT MATERIAL <br />(a CONCRETE SIDEWALK - SEE SITE PLAN <br />0 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI <br />(a 4" METAL 5TUDSAT Iro" O.C. (TYPICAL) - SEE STRUCTURAL <br />(D CONTINUOUS BASE - SEE FIN15H &C-HEDULESAND SHEET IDI <br />GEXISTING 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 BOARD - SEE CEILING PLAN AND <br />DETAILS <br />(D 1/2" GYPSUM WALL BOARD <br />(D 1/2" GYPSUM WALL 50ARD OVER 3/411 FURRING STRIP5AT Iroll 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 BEAM - SEE -STRUCTURAL <br />GLIGHT FIXTURE - SEE ELECTRICAL <br />(9 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE <br />0 ROOF PRAIN SYSTEM - SEE ROOF PLANS <br />0 (o" PVC LEADER SYSTEM FROM ROOF DRAIN TO STORMWATER <br />SYSTEM - SEE ROOF PLAN AND CIVIL DRAWINGS <br />GR-11 BLANKET 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 MEMBRANE <br />EXISTING CONCRETE BEAM - SEE STRUCTURAL <br />G"CULTURED" STONE VENEER OVER SCRATCH COAT STUCCO. SEE <br />EXTERIOR ELEVATIONS <br />0 6" PRECA5T LINTEL - SEE STRUCTURAL <br />(9 5/5" SMOOTH SAND FLOAT FIN15H STUCCO OVER CMU WALL <br />(D REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL <br />G3 5/5" METAL $TUD FRAMING WALL AT Iro" O.C. <br />KNOCK -OUT BLOCK COURSE - SEE STRUCTURAL <br />LINE OF EXISTING METAL ROOF DECK AND NEW ROOF DECK <br />GEXISTING CONCRETE VAULT ROOF / WALL <br />0 1/2" G.W.5. OVER 2" "Z" CHANNEL FRAMING <br />0 RECESSED PEDIMAT. SEE FINISH SCHEDULES <br />DRILL AND EPDXY (1)05 AT 8" O.C. VERT. REINF. INTO EXISTING CMU <br />WALL WITH 12" MIN. EMBEDMENT. SEE STRUCTURAL <br />NEW CONCRETE SLA5 TO ALIGN WITH EXISTING ADJACENT <br />CONCRETE SLAB. <br />CLIP ANGLE - SEE STRUCTURAL <br />0 DOWEL CONNECTION BETWEEN NEW SLAB AND EXISTING - SEE <br />STRUCTURAL <br />GEXISTING CMU WALL SYSTEM - G.C. TO VERIFY IF CMU WALL DOES <br />NOT EXIST PROVIDE AS SHOWN <br />KEY PLAN <br />H:\Pr ojects\Projects 2010\1061 - FMC Urgent Ca re\04-C D\01 -C D,A\04 -Architect u ra I\A6 - WALL SECTIQN.dwg, 611312012 2:02:26 PM, Adobe PDF.pc3 <br />