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10" <br />N <br />EIFS <br />G)lEIFS P�iO�IL S <br />SCALE: 3" - I'-0" <br />EIFS 03 <br />1 <br />HETA40 <br />U. <br />5 f a <br />- -1 ra <br />3 <br />12 <br />12 <br />14 <br />�U <br />V <br />16 <br />I V-4" AFF. <br />MASONRY <br />OPENING <br />8" <br />3 <br />8 <br />12 <br />r <br />n <br />a <br />rri <br />12 <br />r_ <br />21 <br />3 <br />OI DETAIL <br />SCALE: 1 1/2" - I'-0" <br />i me <br />L <br />vw <br />�w <br />=z <br />OIDETAIL <br />SCALE: 1 1/2" - I'-0" <br />4 <br />12 <br />a <br />KEYED NOTES <br />Ol <br />CLASS "A" SPANISH STYLE CLAY ROOF OVER "90 HOT MOP OVER <br />PRE-ENG. WOOD TRUSS AT <br />"30 FELT OVER 5/5" EXTERIOR GRADE PLYWOOD ROOF SHEATHING <br />24" O.C. - SEE STRUCTURAL <br />O2 <br />1/2" PLYWOOD DRAFTSTOPPING -SEE ROOF PLAN FOR LOCATION <br />5/5" EXTERIOR GRADE <br />3O <br />PRE-ENGINEERED WOOD TRUSSES - SEE STRUCTURAL <br />PLYWOOD - SEE <br />STRUCTURAL <br />0 <br />BACKER ROD AND SEALENT <br />B <br />O5 <br />REINFORCED CONCRETE TIE -BEAM - SEE STRUCTURAL. <br />A4a <br />PRECAST CONCRETE LINTEL - SEE STRUCTURAL <br />! O a" G.M.U. BLOCK WALL - SEE STRUCTURAL <br />O8 b" la GA. METAL STUD FRAMING AT Iro" O.C. <br />' ' 9 FOUNDATION SYSTEM - SEE STRUCTURAL <br />O <br />APPROXIMATE GRADE <br />III <br />CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL <br />I <br />12 <br />-I/a" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED <br />METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR <br />l <br />GRADE PLYWOOD SHEATHING <br />13 <br />PROVIDE R-19 SPRAYED INSULATION TO UNDERSIDE OF ROOF <br />2 _0 <br />I8'-0" A.F.F. <br />DECK TYPICAL <br />-1/8" SMOOTH SAND FLOAT FINISH TRUSS BEARING <br />14 <br />5/a" SMOOTH SAND FLOAT FINISH STUCCO <br />STUCCO OVER STRUCTURAL <br />GALVANIZED METAL LATH <br />15 <br />BRICK PAVERS MUDSET OVER 4" CONCRETE SLAB. <br />�— EIFS PROFILE - SEE <br />16 <br />LIGHT FIXTURE - SEE ELECTRICAL <br />DETAIL C/A4a <br />1D <br />DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE <br />5/6" SMOOTH SAND FLOAT <br />16 <br />ALUMINUM WRAPPED WOOD FASCIA - SEE DETAIL 5/A4a. <br />SEE STRUCTURAL DRAWINGS FOR <br />FINISH STUCCO <br />CONCRETE BEAM - SEE <br />MORE INFORMATION REGARDING <br />CONNECTORS, STRAPS, TIE -DOWNS <br />19 <br />ALUMINUM GUTTER /DOWNSPOUT SYSTEM -SEE ROOF PLANS AND <br />STRUCTURAL FOR <br />AND REINFORCING. <br />EXTERIOR ELEVATIONS <br />REINFORCING <br />20 <br />-1/S" SMOOTH SAND FLOAT FINISH STUCCO OVER STRUCTURAL <br />METAL LATH. <br />21 <br />C.M.U. COLUMN BEYOND <br />22 <br />FLASHING AS REQUIRED. <br />23 <br />FUTURE REINFORCED CONCRETE SLAB. <br />24 <br />TYPICAL CONCRETE CURB - SEE SITE PLAN. <br />25 <br />PAVEMENT SURFACE - SEE CIVIL DRAWINGS. <br />2ro <br />CLIP ANGLE - SEE STRUCTURAL. <br />DCONCRETE <br />BEAM BEYOND - SEE STRUCTURAL. <br />28 <br />STUCCO CONTROL JOINT - TYPICAL. <br />2 B <br />4" 3000 PSI CONCRETE SIDEWALK WITH 6x6 WIA x WIA WWF, WITH 5" <br />THICKENED EDGE AND (I) 05 CONT. RECESS SLAB AS REQUIRED <br />FOR BRICK PAVERS. <br />30 <br />FOAM CORBLE - SEE DETAIL A/A4c. <br />1 <br />31 <br />FOAM CORBLE - SEE DETAIL 5/A4c. <br />3 <br />32 <br />DECORATIVE EIFS MEDALLION - SEE EXTERIOR ELEVATIONS <br />I-IETA40 <br />33 <br />STUCCO PARGE COAT <br />CANE RAL NOTES <br />1• El 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 />00 <br />00 <br />"T N <br />cU <br />t, <br />C�a <br />®� o C <br />*—� O 5 L <br />Q E <br />Q rn oo po3 <br />4 ti 3 <br />ti . <br />O NCn <br />c <br />0 <br />a <br />N <br />C� <br />r <br />� <br />U�IZ W <br />NIX <br />o 0— <br />N 41, <br />0 <br />N T' <br />0 0 <br />O 4 <br />O <br />N <br />.O, <br />O �+ U U <br />R � <br />C <br />O <br />U_ <br />0 <br />� Z <br />_J CC <br />0 J <br />m J E <br />a� U N <br />o <br />> -C <br />v m � <br />Q IV <br />N M C <br />E D <br />3 p <br />a� J <br />z Ii. <br />Date: 03. 25. 13 <br />Scale: AS NOTED <br />Project Mgr: AAY <br />Drawn: DC <br />Job: 13-08a <br />Sheet <br />A4a <br />