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2'-ro" <br />0. <br />24'-10" AFF. <br />CEILING <br />HIM <br />Of�� /� 1 TO BE MOUNTED, LATHED AND STUCCOED TO IGI <br />O�M �"OTO BE MOUNTED, LATHED AND STUCCOED TO <br />lei V L MATCH WALL FINISH - ALL DIMENSIONS ARE TO 1 ' v L MATCH WALL FINISH - ALL DIMENSIONS ARE TO <br />SCALE: 1 1/2" = 1'-0" FINISH - FIELD VERIFY WIDTH SCALE: 1 1/2" = 1'-0" FINISH - FIELD VERIFY WIDTH <br />18'-0" AFF. <br />TRUSS BEARING <br />I OI WALL -SECT ION THRLI ;4VAC ATTIC i0L4TI`ORM I <br />(4) P.T. 3x12 x 8" <br />LONG W/ (4) g"m <br />BOLTS PER ROW <br />SEE STRUCTURAL <br />I <br />5/5" PLYWOOD <br />ROOF SHEATHING <br />I <br />PRE-ENGINEERED <br />ROOF TRUSSES <br />- <br />SEE STRUCTURAL <br />1 <br />FUTURE V2" G.W.B. <br />I <br />PRE-ENGINEERED ROOF <br />TRUSSES BEYOND- SEE <br />STRUCTURAL <br />2x BLOCKING AS <br />REQUIRED <br />3/4" PLYWOOD <br />03 L 0 <br />3 E,03 03 L CO <br />0 0 <br />0 0 <br />El. <br />o <br />12 GA. CLIP ANGLE <br />WELDED TO STEEL <br />,BEAM - SEE <br />STRUCTURAL <br />�— 6" GEE STUD BRACE <br />SPACED AT EVERY <br />THIRD TRUSS LOCATION <br />- SEE STRUCTURAL <br />101 WALL SECTION THRU HVAC ATTIC PLATFORM <br />SCALE: 1/2" -- I'-0" <br />STEEL BEAM - SEE <br />STRUCTURAL <br />24'-10" AFF. <br />CE IL ING <br />l2) SIMPSON H2.5A <br />18'-0" A.FF. <br />TRUSS BEARING <br />/ TOP OF BEAM <br />5/32" 2" <br />(DIWALL SECTION <br />SCALE: 1/2" = I'-0" <br />SIM. A <br />A4a <br />I <br />15'-0" A.F.F. <br />TRUSS BEARING <br />I <br />I <br />1 <br />V-4" A.F.F. <br />MASONRY <br />OPENING <br />3'-4" A.F.F. <br />MASONRY <br />OPENING <br />0'-0" FFE <br />TOP OF SLAB <br />OWALL SECTION <br />SCALE: 1/2" = 1'-0" <br />SIM. A <br />A4a <br />18' - 0" A.F.F. <br />TRUSS BEARING <br />0'-0" F.F.E. <br />TOP OF SLAB <br />KEYED NOTES <br />Ol GLASS "A" 6PAN16H STYLE CLAY ROOF OVER "90 HOT MOP OVER <br />0*30 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 />OBACKER ROD AND SEALENT <br />OREINFORCED CONCRETE TIE -BEAM - SEE STRUCTURAL. <br />OPRECAST CONCRETE LINTEL - SEE STRUCTURAL <br />O8" C.M.U. BLOCK WALL - SEE STRUCTURAL <br />OS 6" 18 GA. METAL STUD FRAMING AT 16" O.C. <br />OFOUNDATION SYSTEM - SEE STRUCTURAL <br />VD APPROXIMATE GRADE <br />II 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-19 SPRAYED INSULATION TO UNDERSIDE OF ROOF <br />DECK TYPICAL <br />14 5/8" SMOOTH SAND FLOAT FINISH STUCCO <br />15 BRICK PAVERS MUDSET OVER 4" CONCRETE SLAB. <br />16 LIGHT FIXTURE - SEE ELECTRICAL <br />0 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE <br />18 ALUMINUM WRAPPED WOOD FASCIA - SEE DETAIL 5/A4a. <br />19 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 C.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 />29 4" 3000 PSI CONCRETE SIDEWALK WITH 6x6 W1.4 x WIA WWF, WITH 8" <br />THICKENED EDGE AND (1)05 CONT. RECESS SLAB AS REQUIRED <br />FOR BRICK PAVERS. <br />30 FOAM CORBLE - 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 />Ca.ENE iz L NOTE S <br />1. El INDICATES PROFILE DETAIL- SEE CORRESPONDING PROFILE <br />DETAILS ON C/446. <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 BY <br />r <br />�r <br />^ � N <br />_ cD <br />L C�. <br />-I E <br />ct ti <br />Yxr y <br />t_i x _v <br />rn C Q <br />N U <br />O C <br />C) <br />a, ti <br />Y 3 ti 3 <br />O x N <br />ti <br />N <br />(`7 <br />1 <br />0 <br />UVCharU� <br />oa°�"` <br />a„ <br />as �� <br />°o�'a�a> <br />0 co <br />CQ0 <br />N <br />ro O <br />® U b <br />r '� O <br />� Q o <br />e.� <br />O <br />U_ <br />0 <br />U � <br />O J <br />m Q •E <br />a� U N vi <br />O <br />> s <br />0 m °- <br />v Q v t ai <br />0 � c <br />� � O <br />Ow <br />Z Lj-. <br />Date: 03. 25. 13 <br />Scale: AS NOTED <br />Project Mgr: AAY <br />Drawn: DC <br />Job: 13-08a <br />Sheet <br />A4c <br />