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WALL SECTION <br />SCALE: 1/2" = 1'-0" <br />f <br />18' - 0" A.F.F. <br />TRUSS BEARING <br />15'-4" A.F.F. <br />FINISHED <br />CE IL ING <br />13'-4" AFF. <br />BOTTOM OF <br />SOFF I T <br />0'-0" F.F.E. <br />TOP OF SLAB <br />KEYED NOTES <br />0 CLASS "A" SPANISH STYLE CLAY ROOF OVER HOT MOP OVER <br />030 FELT OVER 5/5" EXTERIOR GRADE PLYWOOD ROOF SHEATHING <br />O2 1/2" PLYWOOD DRAFTSTOPPING - SEE ROOF PLAN FOR LOCATION <br />OPRE-ENGINEERED WOOD TRUSSES - SEE STRUCTURAL <br />O4 BACKER ROD AND SEALENT <br />O5 REINFORCED CONCRETE TIE -BEAM - SEE STRUCTURAL. <br />OPRECAST CONCRETE LINTEL - SEE STRUCTURAL <br />O8" C.M.U. BLOCK WALL - SEE STRUCTURAL <br />OS b" 18 GA. METAL STUD FRAMING AT 16" O.C. <br />OS FOUNDATION SYSTEM - SEE STRUCTURAL <br />10 APPROXIMATE GRADE <br />11 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL <br />12 -1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED <br />METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR <br />GRADE PLYWOOD SHEATHING <br />13 PROVIDE R-IS SPRAYED INSULATION TO UNDERSIDE OF ROOF <br />DECK TYPICAL <br />14 5/5" SMOOTH SAND FLOAT FINISH STUCCO <br />15 BRICK PAVERS MUDSET OVER 4" CONCRETE SLAB. <br />Vo LIGHT FIXTURE - SEE ELECTRICAL <br />1D DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE <br />IS ALUMINUM WRAPPED WOOD FASCIA - SEE DETAIL 5/A4a. <br />18 ALUMINUM GUTTER / DOWNSPOUT SYSTEM - SEE ROOF PLANS AND <br />EXTERIOR ELEVATIONS <br />20 -1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER STRUCTURAL <br />METAL LATH. <br />21 G.M.U. COLUMN BEYOND <br />22 FLASHING AS REQUIRED. <br />23 FUTURE REINFORCED CONCRETE SLAB. <br />24 TYPICAL CONCRETE CURB - SEE SITE PLAN. <br />25 PAVEMENT SURFACE - SEE CIVIL DRAWINGS. <br />26 CLIP ANGLE - SEE STRUCTURAL. <br />2D CONCRETE BEAM BEYOND - SEE STRUCTURAL. <br />28 STUCCO CONTROL JOINT - TYPICAL. <br />2S 4" 3000 PSI CONCRETE SIDEWALK WITH rox& WIA x W1.4 WWF, WITH 8" <br />THICKENED EDGE AND (1) 05 CONT. RECESS SLAB AS REQUIRED <br />FOR BRICK PAVERS. <br />30 FOAM COBBLE - SEE DETAIL A/A4c. <br />31 FOAM COBBLE - SEE DETAIL 5/A4c. <br />32 DECORATIVE EIFS MEDALLION - SEE EXTERIOR ELEVATIONS <br />33 STUCCO PARGE COAT <br />GENERAL NOTES <br />1. D INDICATES PROFILE DETAIL- SEE CORRESPONDING PROFILE <br />DETAILS ON C/A4a. <br />2. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE BEAM SIZE, <br />REINFORCING, AND ALL STRUCTURAL CONNECTIONS. <br />3. SEE STRUCTURAL FOR ALL METAL STUD FRAMING CONNECTIONS. <br />KEY PLAN <br />REVISIONS <br />BY <br />er <br />Y � <br />C�) <br />d <br />N <br />m � <br />Y N V <br />c Y N � � � <br />rn a <br />/ U <br />O C • <br />i---r OlfJ tC <br />N .L <br />O uLo <br />it d E <br />Q 00 30 <br />N . <br />0 <br />v E � a <br />N <br />� 1 <br />°81ae <br />W U £� <br />E . <br />' <br />5�4 <br />x y <br />0 U . <br />ccv' . <br />0 <br /><11 <br />c'" co <br />N <br />C� .> o 0 <br />Q C <br />C/� aj <br />U_ <br />O <br />� Z <br />_J a' <br />U C <br />O J <br />m Q E <br />U N N <br />o <br />t <br />> <br />o m a ai <br />a N <br />-� <br />�o0 <br />3 p M <br />a� J <br />z LA_ <br />Date: 03. 25. 13 <br />Scale: AS NOTED <br />Project Mgr: AAY <br />Drawn: DC <br />Job: 13-08a <br />Sheet <br />A4b <br />