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r! <br />ALUMINUM COPING WITH <br />HEMED LEADING EDGE <br />SET IN ADHESIVE OVER <br />ICE AND WATER 5HIELD <br />WATERPROOF MEM5RANE <br />METAL -SELF SEALING — <br />FASTENERS AT 45" O.C. <br />SEALANT <br />-1/8" SMOOTH 6AND &TUC <br />FIN15H OVER GALV. r'IET,� <br />LATH OVER "TYVE<" <br />STUCCO WRAP OVER 1/2" <br />EXTERIOR GRADE <br />PLYWOOD SHEATHING <br />x x x x <br />------------------------------- ------------------------------- <br />'A I <br />- <br />— <br />L <br />IGI DETAIL <br />SCALE: 3" = 1'-0" <br />101 WALL 5ECTION <br />SCALE: 3/4" = 1'-0" <br />ONE LAYER OF 1/2" <br />EXTERIOR GRADE <br />PLYWOOD SHEATHING <br />USE SHIM TO SLOPE <br />TOWARDS ROOF AS <br />REQUIRED <br />LOCK FLASHING <br />SEALANT <br />(o" METAL STUDS AT 16" <br />O.C. (TYPICAL� - SEE <br />STRUCTURAL <br />-1/,5" SMOOTH SAND <br />STUCCO FIN16H OVER <br />GALV. METAL LATH OVER <br />"TYVEK" STUCCO WRAP <br />OVER 1/2" EXTERIOR <br />GRADE PLYWOOD <br />SHEATHING <br />3 5/5" ME <br />FRAMING <br />- SEE CEI <br />1/2" CC) G' <br />CEILING E <br />I x 2 WOO! <br />CROWN M, <br />3 5/01, ME <br />AS REQUI <br />1/2" G.W,S <br />BLOCKINC <br />SEALANT <br />WINDOW 5 <br />rl_(_�K r—L-AAIN AANI-,1 W1NL,,1Q.,W <br />SCHEDULE <br />S1oETAIL <br />SCALE: 3" = V-V <br />/011N <br />STEEL BEAM - SEE <br />STRUCTURAL <br />3 5/5" METAL STUD FRAMING <br />AS REQUIRED <br />1/2" CD GYPSUM CEILING <br />BOARD <br />BLOCKING AS REQUIRED <br />SEALANT <br />3 5/81, ME <br />AT 16" O.0 <br />PLAN <br />STEEL BE <br />STRUCTUS <br />5LOCKINC <br />1/21, CD G, <br />5OARI-_> <br />SEALANT <br />WINDOW 9 <br />rL"^_�m 1-4114L.� WIINL./I�.Iw <br />SCHEDULE <br />01 DETAIL <br />S,-ALE: 3" = V-V <br />3 5/6" METAL STUD FRAMING <br />AS REQUIRED <br />I/a" SMOOTH SAND STUCCO <br />FINISH OVER GALV. METAL <br />LATH OVER 'ITYvEK" STUCCO <br />WRAP OVER 1/2" EXTERIOR <br />GRADE PLYWOOD SHEATHING <br />BLOCKING AS REQUIRED <br />SEALANT <br />16'-8" AFF. <br />TOP OF <br />PARAPET <br />/COLUMN <br />131-611A.F.F. I-L <br />TOP OF 1�j <br />PARAPET <br />10'-4" Aff. rL <br />50TTOM OF: 'IV <br />SOFFIT <br />V-4" AFF. rL <br />f—OPOF r5OOR/ 111�7 <br />WINDOW <br />OPENINGS <br />01-01, F.F.E. rL <br />TOP OF SLAB 4IJ <br />GEN-ERAL NOTES <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 />1 <br />4. ANY WOOD FRAMING IN CONTACT WITH CONCRETE OR CMU TO BE <br />PRESSURE TREATED WOOD. <br />5. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL BEAMS, <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" 15050ARID <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 />-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 - HHH Iro5 <br />(D -1/8" SMOOTH ISAND FLOAT FIN15H -STUCCO OVER GALV. METAL LATH <br />G6" C.M.0 WALL SYSTEM - SEE STRUCTURAL FOR VERTICAL AND <br />HORIZONTAL REINFORCEMENT <br />0 STEEL BAR JOIST - SEE STRUCTURAL <br />0 STEEL BEAM SEE STRUCTURAL <br />(D STEEL ANGLE SEE STRUCTURAL. <br />GCONT. SPRINGLOCK FLASHING BY "FRY REGLET11 <br />0 6" METAL STUDS AT 16" O.C. (TYPICAL) - SEE STRUCTURAL <br />0 METAL ROOF DECK - SEE STRUCTURAL <br />GFOUNDATION SYSTEM - SEE STRUCTURAL <br />GLINE 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 />(a 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 />GCONCRETE SIDEWALK - SEE 51TE PLAN <br />FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI <br />4" METAL STUDS AT 16" O.C. (TYPICAL) - SEE STRUCTURAL <br />(D CONTINUOUS BASE - SEE FINISH SCHEDULE$ AND 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" CC) GYPSUM CEILING BOARD - SEE CEILING PLAN AND <br />DETAILS <br />0 1/2" GYPSUM WALL BOARD <br />0 1/2" GYPSUM WALL 50ARD OVER 3/4" FURRING STRIPS AT Iro" 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 />0 LIGHT FIXTURE - SEE ELECTRICAL <br />(s DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE <br />0 ROOF DRAIN SYSTEM - SEE ROOF PLANS <br />0 V' PVC LEADER SYSTEM FROM ROOF DRAIN TO 5TORMWATER <br />SYSTEM - SEE ROOF PLANAND CIVIL DRAWINGS <br />GR-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS <br />SEE FLOOR PLAN <br />WOOD CROWN MOLD - HHH 105 WITH I x 2 WOOD TRIM <br />G1/2" EXTERIOR GRADE PLYWOOD SHEATHING <br />GALUMINUM COPING SET CAP FLASHING IN ADHESIVE OVER ICE AND <br />WATER SHIELD WATERPROOF MEMBRANE <br />GEXISTING CONCRETE 15EAM - SEE STRUCTURAL <br />"CULTURED" STONE VENEER OVER SCRATCH COAT STUCCO. SEE <br />EXTERIOR ELEVATIONS <br />G6" PRECAST LINTEL - SEE STRUCTURAL <br />(9 5/6" SMOOTH SAND FLOAT FINISH STUCCO OVER CMU WALL <br />(D REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL <br />3 5/5" METAL STUD 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 />(D EXISTING CONCRETE VAULT ROOF / WALL <br />(D 1/211 G.W.5. OVER 211 17" CHANNEL FRAMING <br />RECESSED PEDIMAT. SEE FINISH SCHEDULES <br />DRILL AND EPDXY (L)05 AT 8" O.C. VERT. REINF. INTO EXISTING CMU <br />WALL WITH 12" MIN. EMBEDMENT. SEE STRUCTURAL <br />0 NEU) CONCRETE SLAB TO ALIGN WITH EXISTING ADJACENT <br />CONCRETE SLAB. <br />GCLIP ANGLE - ISEE 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 />REVISIONS <br />BY <br />4 00 <br />u Q0 <br />C\1 <br />00 <br />co, <br />C\1 vi <br />7 <br />7. <br />E <br />co >, <br />I C-A <br />Cq <br />> <br />0 <br />Z <br />LLJ <br />—i F_ <br />CL <br />x (-)Z <br />LL1 <br />5:2 <br />_J L) a- L. <br />< -0 <br />0 W <br />M <br />0 <br />LLJ < <br />> <br />0 <br />-C <br />F- N a- <br />Z C:) <br />00 <br />PO <br />C)m <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 />A6b <br />H:\Prpjects\Projects 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\04-Architectural\A6 - WALL SECTION.dwg, 6/13/2012 2:02:21 PM, Adobe PDF,pc3 <br />