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-­­ .1111, 1 <br />ALUMINUM <br />HEMED Lf <br />SET IN Ar- <br />ICE AND i <br />WATERPR <br />METAL SE <br />FABTENEF <br />SEALANT <br />CONTINUO <br />EXTEND F <br />PLY ON F <br />UP AND C <br />OF PARAI <br />UNDER cc <br />UrA ) IDETAIL <br />I SCALE: 3" = 1--0" <br />01 WALL 51-=(STION <br />SCALE: 3/4" = I'-011 <br />3 5/a" METAL STUD FRAMING <br />SEE STRUCTURAL <br />ALUMINUM COPING WITH HEMED - <br />LEADING EDGE SET IN ADHESIVE <br />OVER ICE AND WATER OHIELD <br />WATERPROOF MEM5RAI`4t <br />ONE LAYER OF 1/2" <br />1/2"o x (o" ANCHOR 5014T5 OR---� <br />EXTERIOR GRADE <br />EXPANSION ANCHORS At 4a" O.C. <br />PLYWOOD SHEATHING <br />USE &HIM TO SLOPE <br />ONE LAYER OF 1/2-, ExttRicR <br />TOWARDS ROOF <br />GRADE PLYWOOD 81-15ATHING - <br />AS REQUIRED <br />USE &HIM TO SLOPE Tl:�WARD-S <br />ROOF AS REQUIRED <br />METAL SELF 5EALING <br />FASTENERS AT 4a" O.C., <br />2x P.T. WOOD NAILER <br />LOCK FLASHING <br />SEALANT <br />roll METAL STUDS AT I&" <br />0,C. (TYPICAL) - SEE <br />STRUCTURAL <br />-1/all SMOOTH SAND <br />STUCCO FIN16H OVER <br />GALV. METAL LATH OVER <br />"T'T-VEK" STUCCO WRAP <br />OVER 1/21' EXTERIOR <br />GRADE PLYWOOD <br />SHEATHING <br />Is <br />SEALANT - <br />MA60NRY WALL SYSTEM - <br />SEE STRUCTURAL <br />5/6" SMOOTH SAND FLOAT <br />FIN16H STUCCO <br />DETAIL <br />SCALE: 3" = V-V <br />a <br />ERA <br />tL- �Fr= <br />01 PETAL <br />SCALE: 3" z V-V <br />-2 r. IQ 11 M=r A I Wr"n ==AMIM4. <br />-_E STRUCTURAL <br />-UMINUM COPING WITH HEMIED <br />E-ADING EDGE SET IN ADHESIVE <br />vER ICE AND WATER SHIELD <br />ATERPROOF MEMBRANE <br />V4, x 6" ANCHOR BOLTS OR <br />XPANSION ANCHORS AT 46" O.C. <br />NE LAYER OF 1/2" EXTERIOR <br />RADE PLYWOOD SHEATHING <br />5E SHIM TO SLOPE TOWARDS <br />!OOF As REQUIRED <br />OCK FLASHING <br />,EALANT <br />x P.T. WOOD NAILER <br />1ASONRY WALL SYSTEM - <br />�EE STRUCTURAL <br />)16" SMOOTH SAND FLOAT <br />:INISH STUCCO <br />TOP OF <br />PARAPET <br />/COLUMN <br />13'-6" A.F.F. - <br />TOP OF <br />PARAPET <br />10'-4" AFF. - <br />50TTOM OF <br />SOFFIT <br />01-01, F.F.E. <br />TOP OF SLAB <br />GENERAL lqolr=s <br />1. EXTERIOR STUCCO TO BE 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 BE <br />PRESSURE TREATED WOOD. <br />5. SEE STRUCTURAL DRAWINGS FOR ALL STSJ1JCTURAL STEEL BEAMS, <br />JOISTS AND ALL CONCRETE REINFORCING. <br />(o. 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 FLY ROOFING MEMBRANE OVER MIN. 3.20" 15015OARD <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 />WOOD CORNER MOLD - HHH -Iro5 <br />(D '116" SMOOTH SAND FLOAT FIN15H 67UCCO OVER GALV. METAL LATH <br />G8" C.M.0 WALL SYSTEM - SEE STRUCTURAL FOR VERTICAL AND <br />HORIZONTAL REINFORCEMENT <br />STEEL BAR JOIST - SEE STRUCTURAL <br />STEEL BEAM - SEE STRUCTURAL <br />STEEL ANGLE - SEE STRUCTURAL <br />CONT. SPRINGLOCK FLASHING BY "FRY REGLET'l <br />(D 6" METAL STUDS AT IV' O.C. (TYPICAL) - SEE STRUCTURAL <br />(D METAL ROOF DECK - SEE STRUCTURAL <br />GFOUNDATION 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 EX15TING METAL ROOF DECK ATSTUD <br />PARAPET WALL FACE - SEE STRUCTURAL <br />GREINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL <br />0 CLEAN, COMPACTED, TERMITE TREATED FILL <br />GAPPROXIMATE GRADE <br />GEXISTING CONCRETE SLAB ON GRADE - SEE 6TRUCTUR,4L <br />G1/2" EXPANSION JOINT MATERIAL <br />GCONCRETE SIDEWALK - SEE SITE PLAN <br />0 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI <br />G4" METAL STUDS AT Iro" O.C. (TYPICAL) - SEE STRUCTURAL <br />(D CONTINUOUS BASE - SEE FIN15H SCHEDULES AND SHEET 101 <br />GEXISTING FOUNDATION SYSTEM - SEE STRUCTURAL <br />LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING <br />PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS <br />1/2" CD GYPr2UM CEILING BOARD - SEE CEILING PLAN AND <br />DETAILS <br />(D 1/2" GYPSUM WALL 50ARD <br />(D 1/2" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT Iro" O.C. <br />OVER I" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF <br />ROOF DECK. <br />EXISTING EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL <br />GCONCRETE BEAM - SEE STRUCTURAL <br />GLIGHT FIXTURE - SEE ELECTRICAL <br />GDOOR / WINDOW SYSTEM - -SEE DOOR / WINDOW SCHEDULE <br />0 ROOF DRAIN SYSTEM - SEE ROOF PLANS <br />ro" 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 1013 WITH I x 2 WOOD TRIM <br />G1/2" EXTERIOR GRADE PLYWOOD SHEATHING <br />(D 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 />a" PRECAST LINTEL - SEE STRUCTURAL <br />5/8" SMOOTH SAND FLOAT FINISH STUCCO OVER CMU WALL <br />REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL <br />3 5/5" METAL STUD FRAMING WALL AT I(o" O.C. <br />GKNOCK -OUT BLOCK COURSE - SEE STRUCTURAL <br />(9 LINE OF EXISTING METAL ROOF DECK AND NEW ROOF DECK <br />(D EXISTING CONCRETE VAULT ROOF / WALL <br />(D 1/2" G.W.5. OVER 2" "Z" CHANNEL FRAMING <br />(D RECESSED PEDIMAT. ISEE FINISH SCHEDULES <br />DRILLAND EPDXY (1)05 AT 6" O.C. VERT. REINF. INTO EXISTING CMU <br />WALL WITH 12" MIN. EMBEDMENT. SEE STRUCTURAL <br />NEW CONCRETE SLAB TO ALIGN WITH EXISTING ADJACENT <br />CONCRETE SLAB. <br />CLIP ANGLE - SEE STRUCTURAL <br />(D DOWEL CONNECTION BETWEEN NEW SLAB AND 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 />C\1 <br />x <br />C\1 M <br />c) <br />00 <br />C\1 <br />E <br />C-A <br />CID <br />00 <br />Cq <br />0 <br />Lu <br />x L) Z <br />LL1 LAJ <br />V) <br />ui LL- <br />_y (A <br />0 0 L_ = <br />UJ < a — <br />m -C <br />> <br />0 <br />F— c,4 <br />Z 0(i) <br />00 <br />LLI W) <br />0 <br />COW <br />*5 -1 -1 <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 />A6a <br />