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4 <br />GENERAL NOTES <br />EXTERIOR FINISH SCHEDULE <br />KEYED NOTES <br />KEY PL <br />I. <br />2. <br />3. <br />5, <br />ALL ROOF SLOPES SHALL BE 4:12 UNLESS NOTED OTHERWISE <br />E>TERIOR FINISH TO BE SMOOTH SAND FLOAT STUCCO FINISH U.N.O. <br />GENERAL CONTRACTOR TO VERIFY ALL GRADE ELEVATIONS <br />PROVIDE 1 ROPER FLASHING AT ALL REQUIRED AREAS t0 ENSURE A <br />WATERTIGHT : CONDITION <br />AL;.. CORNER BEADS TO BE I0090 PLASTIC/ VINYL, NO METAL <br />P-1 <br />P-2 <br />P-3 <br />P-4 <br />SHERWIN WILLIAMS - COLOR SWiOsZ�S -PURE WHITE <br />SHERWIN WILLIAMS - COLOR SWIO-71 - GRAY SCREEN <br />PANTONE - 1688C <br />SHERWIN WILLIAMS -COLOR SW101I -GRAY SCREEN <br />0 <br />3 <br />o <br />4 <br />`✓ <br />V <br />APPROXIMATE GRADE / PAVEMENT - VERIFY <br />CONCRETE CURB / SIDEWALK - SEE ARCHITECTURAL SITE PLAN <br />APPROXIMATE LINE OF ROOF / WALL BEHIND PARAPET <br />STANDING SEAM METAL ROOF SYSTEM - SEE ROOF PLAN <br />ALUM FASCIA WRAP - SEE WALL SECTIONS <br />ALUMINUM SCUPPER AND DOWNSPOUT SYSTEM -SHEET FLOW ONTO <br />CONCRETE SPLASH BLOCK <br />16 <br />000ORDINATE <br />18 <br />19 <br />20 <br />EIFS BAND - SEE DETAIL 5/A5g <br />WGNAGE BY SIGMA OVIVENDORDE LOCKING AE REQUIREE - <br />DRAWINGS <br />METAL DOOR SYSTEM - SEE FLOOR PLAN AND SCHEDULE <br />ALUMINUM HURRICANE RATED LOUVER - SEE WINDOW SCHEDULE <br />FOR MORE INFORMATION <br />EXTERIOR ROLL -UP GARAGE DOOR SYSTEM - SEE WINDOW / <br />0 <br />28 <br />29 <br />o <br />30 <br />o <br />STUCCO BASE - SEE WALL SECTIONS <br />DECORATIVE EIFS TRIM (SIMULATED LOUVERS) - SEE DETAIL A/A59 <br />TPO TO RUN UP BACKSIDE OF PARAPET WALL SYSTEM - SEE WALL <br />SECTIONS <br />ROOF TOP CONDENSING UNIT (CU) MOUNTED ON 14" EQUIPMENT <br />CURB. TOP OF CU 15 APPROXIMATELY 21'-4" A.F.F. <br />IIA4b <br />_. ....... __........_......_�- '•S'`:?i:r:^�:.:i':k":::`:� yi:":9;'.b. "s:.>�:v^v'?:r . ;........ki%e.S.2`o5.c�;iv:'�isss��r. <br />T <br />"`y j ����£ ❑ 4 <br />i €_" E, �su;z,;:; ;,,>-zk ryzu 11 cv <br />-------�\ <br />� � � : 2� ,; �_�„ , ,A •,,• � �..� .., <br />f <br />6. <br />1. <br />P. <br />S. <br />EIPS FROFiLE5 - SEE CORRESPONDING PROFILE DETAILS ON <br />SHEET ASS <br />GENERAL CONTRACTOR TO SUPPLY ELECTRIC SERVICE FOR SIGNAGE <br />(SEE ELECTRICAL PLAN) AND COORDINATE SIZE WITH VENDOR AND <br />OWNER <br />.ALL. Gi�TTERS AND DOWNSPOUTS TO BE PAINTED WITH ADJACENT <br />COLOR - TYPICALAL <br />RE. ER TO SONNY`S CAR WASH DRAWINGS FOR ADDITIONAL <br />P-5 <br />P-6 <br />ICI <br />SHERWIN WILLIAMS - COLOR SW6063 - SABLE <br />SHERWIN WILLIAMS -COLOR SW62�SI -DOWN HOME <br />SNAP -CLAD ALUMINUM STANDING SEAM METAL ROOFING <br />SYSTEM -STONE WHITE <br />0 <br />a <br />0 <br />ID <br />11 <br />LIGHT FIXTURE - SEE ELECTRICAL <br />ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE <br />FLOOR PLAN AND DOOR SCHEDULE <br />SMOOTH SAND FLOAT FINISH STUCCO - SEE WALL SECTIONS <br />OPEN TO BEYOND <br />FRY-REGLET 2" NON -VENTED REVEAL - DC5-625-200 <br />21 <br />22 <br />23 <br />24 <br />DOOR SCHEDULE <br />ALUMINUM RAIN DEFLECTOR -SEE DETAIL 2/A6a <br />METAL FRAMED OVERHANG - SEE WALL SECTIONS AND <br />STRUCTURAL DRAWINGS <br />KNOX BOX MOUNTED At (PC" AFF. -SEE PLAN FOR LOCATION <br />8"x8" "R" MALTESE CROSS SIGN IN ACCORDANCE WITH SECTION <br />63322 FS. SIGN SHALL BE AFFIXED 24" FROM RIGHT SIDE OF <br />INFORMATION. <br />12 <br />CMU PARAPET WALL SYSTEM BEYOND <br />ENTRANCE AND SHALL BE MOUNTED 4-6 FEET FROM GROUND. <br />SEE PLAN FOR LOCATION. <br />13 <br />G <br />I" THICK E.(F.5 TRIM - SEE ELEVATIONS FOR WIDTHS - TYPICAL <br />25 <br />MASONRY CONTROL JOINT TO ALIGN WITH STUCCO <br />14 <br />CMU PARAPET WALL SYSTEM WITH EIFS TRIM AND METAL COPING <br />- SEE WALL SECTIONS <br />26 <br />CONTROL JOINTS <br />VERTICAL < HORIZONTAL STUCCO CONTROL JOINTS - SEE WALL <br />15 <br />SECONDARY OVERFLOW SCUPPER - SEE DETAIL 3/A3 <br />SECTIONS - TYPICAL <br />'CAP C <br />PAR -A! <br />TOP C <br />26'-8" AFF. <br />TOP OF <br />MASONRY <br />22'-C" AFF. <br />TOP OF <br />PARAPET <br />A.F.F. <br />........... A <br />JOIST BEARING <br />TOP OF SLAB <br />"VARIES" <br />TOP OF TUNNEL <br />SLAB (SEE <br />STRUCTURAL) <br />Lor <br />E>CTERI OR ELEVATION - WE%71 <br />SCALE: 3/16" = i'-0" <br />30'-01, AFF. <br />Y TOP OF <br />MASONRY <br />26'-8" A.F.F. <br />TOP OF <br />MASONRY <br />OIL 22'-0" AFF. <br />TOP OF <br />MASONRY <br />1 11 <br />I6 -8 AFF. <br />! <br />JOIST BEARING <br />12'-4" AFF. <br />BOTTOM OF <br />CANOPY <br />AFF............ <br />F. <br />BOTTOM OF <br />DOOR OPENING <br />8'-2" AFF. <br />TOP OF DOOR <br />OPENING <br />V-6" AFF. <br />Y TOP OF <br />REVEAL <br />i, 0'-0" Fr-.E. <br />TOP OF SLAB <br />I "ELV I tTCxUE <br />E>CTERIOim ELEVATION - NORt H <br />SCALE; 3/16" W I'-0" SCALE: 3/16" s V-011 02D 1 E X <br />5 24'-0" A.F.F. <br />TOP OF <br />MASONRY <br />22'-0" AFF. <br />TOP OF <br />P-4 1 PARAPET <br />P-3 <br />P-4 <br />12'-4" A.F.F. <br />BOTTOM OF <br />CANOPY <br />V-6" AFF. <br />TOP OF <br />REVEAL <br />0'-01, FF.E. <br />.... ................ TOP OF SLAB <br />"VARIES" <br />TOP OF TUNNEL <br />SLAB (SEE <br />STRUCTURAL) <br />=1_-411 1A1_/A11 a—f—mil <br />REVISIONS <br />BY <br />� r � <br />N <br />00 <br />~' <br />o <br />C' U <br />C\J vi <br />iJ <br />O <br />LO cJ <br />Q <br />O <br />►--� 0 N � 3 <br />00 <br />►� <br />N <br />co <br />�r <br />1 <br />; <br />HIP <br />0 <br />j <br />0 <br />o: <br />00 <br />o Q <br />0 w <br />-I <br />Z <br />- f o0 <br />y F—, m o <br />X Q 72 <br />0 <br />• 4 rJ <br />r co <br />r~ <br />0 <br />ti <br />O <br />C 0) <br />t't <br />� <br />.� 3 W) c <br />m Q � <br />�_^/� <br />V/ U <br />w <br />O <br />Z > C)U) <br />- <br />m m a <br />f1 <br />U- N <br />( <br />m <br />Z <br />Date: 08. 25. 21 <br />Scale: AS NOTED <br />Project Mgr: AC <br />Drawn: MS <br />Job: 21-082 <br />Sheet <br />A4b <br />