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EO <br />METAL SE <br />FASTENER <br />SEALANT <br />MASONR'T <br />SEE STRU <br />5/a" st'101 <br />FINISH 6Ti <br />DETAIL <br />SCALE: 3" = 1'-0" <br />ALUMINUM COPING WITH HEMED <br />LEADING EDGE SET IN <br />ADHESIVE OVER ICE AND <br />WATER SHIELD WATERPROOF <br />MEMBRANE <br />1/2"0 x (o" ANCHOR BOLTS OR <br />EXPANSION ANCHORS AT 4a" O.C. <br />2x P.T. WOOD NAILER <br />LOCK FLASHING <br />SEALANT <br />MASONRY WALL SYSTEM <br />SEE STRUCTURAL <br />5/8" SMOOTH SAND FLOAT <br />FINISH STUCCO <br />6" METAL <br />(TYPICAL <br />6TRUCTUR <br />3 51/81, ME' <br />As REQUIF <br />STEEL BE, <br />STRUCTUR, <br />1/01, V-10C <br />FINISH OVI <br />LATH OvE <br />STUCCO W <br />EXTERIOR <br />PLYWOOD <br />15LOCKINC <br />SEALANT <br />DETAIL <br />SCALE; 3" z 1'-0" <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 />3 5/6" METAL STUD <br />FRAMING AS 4. ANY WOOD FRAMING IN CONTACT WITH CONCRETE OR CMU TO 5E <br />REQUIRED PRESSURE TREATED WOOD. <br />5. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL 5EAMS, <br />1/2" CD GYPSUM CEILING 5OAkD JOISTSAND ALL CONCRETE REINFORCING. <br />I x 2 WOOD TRIM (o. CONTRACTOR TO COORDINATE ALL CEILING HEIGHTS WITH <br />STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY ARCHITECT <br />CROWN MOLD - HHH 10S WITH ANY DISCREPANCIES UPON DISCOVERY. <br />3 5/5" METAL STUD FRAMING <br />AS REQUIRED <br />1/2 " G.W�15 <br />5LOCKING AS REQUIRED <br />SEALANT <br />WINDOW SYSTEM - SEE <br />FLOOR PLAN <br />161-811 A.F.F. - <br />TOP OF <br />PARAPET <br />/COLUMN <br />TOP OF <br />KEYED NOTES <br />0 SINGLE PLY ROOFING MEMBRANE OVER MIN. 3.20" 150BOARZ) <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 -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 CORN�ER MOLD - HHIH 1(cp5 <br />(D -116" 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 />(D STEEL 5EAM SEE STRUCTURAL <br />GSTEEL ANGLE SEE STRUCTURAL <br />GCONT. SPRINGLOCK FLASHING eY "FRY REGLET11 <br />(D ro" METAL 5TUD5 AT 16" O.C. (TYPICAL) - SEE STRUCTURAL <br />0 METAL ROOF DECK - SEE STRUCTURAL <br />0 FOUNDATION SYSTEM - SEE STRUCTURAL <br />GLINE OF PARAPET / WALL BEYOND <br />(D EXISTING 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 DECKAT STUD <br />PARAPET WALL FACE - SEE STRUCTURAL <br />GREINFORCED CONCRETE 5LA5 ON GRADE - SEE STRUCTURAL <br />(a CLEAN, COMPACTED, TERMITE TREATED FILL <br />0 APPROXIMATE GRADE <br />0 EXISTING CONCRETE SLA15 ON GRADE - SEE STRUCTURAL <br />G1/2" EXPANSION JOINT MATERIAL <br />GCONCRETE SIDEWALK - SEE SITE PLAN <br />(a FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI <br />G4" METAL STUDS AT Wo" O.C. (TYPICAL) - SEE STRUCTURAL <br />GCONTINUOUS 5ASE - SEE FINISH 6CHEDULESAND SHEET IDI <br />(a EXISTING FOUNDATION SYSTEM - SEE STRUCTURAL <br />0 LAY-INACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING <br />PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS <br />1/2" CD GYPSUM CEILING 5OARID - SEE CEILING PLAN AND <br />DETAILS <br />0 1/2" GYPSUM WALL 50ARD <br />(D 1/2" GYPSUM WALL 50ARD OVER 3/4" FURRING STRIPS AT 16" O.C. <br />OVER V RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF <br />ROOF DECK <br />(D EXISTING EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL <br />GCONCRETE BEAM - SEE STRUCTURAL <br />0 LIGHT FIXTURE - SEE ELECTRICAL <br />(9 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE <br />0 ROOF DRAIN SYSTEM - SEE ROOF PLANS <br />G(p" PVC, LEADER SYSTEM FROM ROOF DRAIN TO STORMWATER <br />SYSTEM - SEE ROOF PLAN AND CIVIL DRAWINGS <br />R-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS - <br />SEE FLOOR PLAN <br />WOOD CROWN MOLD - HHH IOS 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 />GEXISTING CONCRETE BEAM - SEE STRUCTURAL <br />-,CULTURED" STONE VENEER OVER SCRATCH COAT STUCCO. SEE <br />EXTERIOR ELEVATIONS <br />0 6" PRECAST LINTEL - SEE STRUCTURAL <br />(9 5/6" SMOOTH SAND FLOAT FINISH STUCCO OVER CMU WALL <br />(D REINFORCED KNOCK -OUT 5LOCK TIE BEAM - SEE STRUCTURAL <br />(9 3 5/5" METAL STUD FRAMING WALL AT Iro" O.C. <br />0 KNOCK -OUT BLOCK COURSE - SEE STRUCTURAL <br />(9 LINE Of: EXISTING METAL ROOF DECK AND NEW ROOF DECK <br />0 EXISTING CONCRETE VAULT ROOF / WALL <br />(D 1/2" GW�15. OVER 2" "Z" CHANNEL FRAMING <br />8 RECESSED PEDIMAT. SEE FINISH SCHEDULES <br />GDRILL AND EPDXY (1)05 AT 6" 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 />EXISTING CMIJ WALL SYSTEM - G.C. TO VERIFY IF CMU WALL DOES <br />NOT EXIST PROVIDE AS SHOWN <br />KEY PLAN <br />REVISIONS BY <br />or <br />m ul) 71 <br />Lr) <br />CN <br />:D <br />CS <br />C LJ <br />a :3 �- <br />11L z <br />LLi Li <br />u <br />0 <br />< 0 L.Li L- <br />00 <br />LLJ C; <br />0 <br />> m <br />0 v--- -C <br />F— C-4 <br /><z 0 <br />LLJ 00 <br />r4) <br />E2 0 <br />*6 OW <br />_J D <br />Date: 06. 12. 12 <br />Scale: AS NOTED <br />Project Mgr: AAY <br />Drawn: AZP <br />Job: 10-61 <br />Sheet <br />A6d <br />N <br />WALL SECTION <br />0 <br />,CALE: 3/4" = 1'-0" <br />SECTION.dwg, 6/13/2012 2:02:31 PM, Adobe PDF.pc3 <br />