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GENERAL TES EXTERIOR FINISHSCHEDULE KEYED NOTES KEY PLAN 1 APPROXIMATE GRADE / PAVEMENT - VERIFY 16 EIFS BAND - SEE DETAIL B/A5g 2l STUCCO BASE - SEE WALL SECTIONS }. ALL ROOF SLOPES SHALL BE 4:12 UNLESS NOTED OTHERWISEP-} S{-IERWIN WILLIAMS- CDLDR SWi005 -PURE WHITE 2. EXTERIOR FINISH TO SE SMOOTH SAND FLOAT STUCCO FINISH Ul�i.O. CONCRETE CURB / SIDEWALK - SEE ARCHITECTURAL SITE PLAN I'1 CoINAtE W(7 SIGNAGE PROVIDE VENDOR ELECTRICALCKING AS ND - 28 DECORATIVE EIFS TRIM (SIMULATED LOUVERS) -SEE DETAIL A/A5g _.:.. a P-2 SHERWIN WILLIAMS -COLOR 5WR011 -GRAY SCREEN 3 APPROXIMATE LINE OF ROOF WALL BEHIND PARAPET DRAWINGS 29 7P0 TO RUN UP BACKSIDE OF PARAPET WALL SYSTEM -SEE WALL 3. GENERAL CONTRACTOR RACTOR TO VERIFY ALL GRADE ELEVATIONS O a SECTIONS y ` i �',s . 3 x ? sSYsa.,: •m i -� ,s-"..sx;�, .F£ �x�` O STANDING SEAM METAL ROOF SYSTEM - SEE ROOF PLAN 18 METAL DOOR SYSTEM - SEE FLOOR PLAN AND SCHEDULE.:,..' ` f r z 4 k5: 4. PROVIDE PROPER FLASHING AT ALL REQUIRED AREAS TO ENSURE A P-3 PANTONE - i688C 0 ROOF TOP CONDENSING UNIT (CU) MOUNTED ON 14" EQUIPMENT `' � �� "�� y,::; ,:,: •, :::; s�;�: s ; WATERTIGHT 'CONDITION � L./ ALUM FASCIA WRAP - SEE WALL SECTIONS 19 ALUMINUM HURRICANE RATED LOUVER - SEE WINDOW SCHEDULE CURB. TOP OF CU IS APPROXIMATELY 21'-4" AFF. .... .., FOR MORE 1NFOR1IATION A �O A 5 T I �® PLASTIC/ VINYL, N METAL - - - >.r $, 5. La CORNER BE D O BE 00 PL L, O E L P 4 SHERWIN WILLIAMSWILLIAM5 COLOR 5Wi0-11 GRAY SCREEN ALUMINUM SCUPPER AND DOWNSPOUT SYSTEM SHEET FLOW ONTO CONCRETE SPLASH BLOCK 20 EXTERIOR ROLL -UP GARAGE DOOR SYSTEM - SEE WINDOW / 6. EF5 PROFILES - SEE CORRESPONDING PROFILE DETAILS ON DOOR SCHEDULE 5HEET Ash P-5 SHERWIN WILLIAMS - COLOR 5W6083 - SABLE � LIGHT FIXTURE - SEE ELECTRICAL 21 ALUMINUM RAIN DEFLECTOR - SEE DETAIL 2/A6a G -1. GENERAL CONTRACTOR TO SUPPLY ELECTRIC SERVICE FOR SIGNAGE P-6 S4-IERiUIN WILLIAMS COLOR SlU'o081 DOWN HOME O ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE (SEE ELECTRICAL RICAL PLAN) AND COORDINATE SIZE WITH VENDOR AND - - FLOOR PLAN AND DOOR SCHEDULE 22 METAL FRAMED OVERHANG - SEE WALL SECTIONS AND OWNER STRUCTURAL DRAWINGS �I SNAP -CLAD ALUMINUM STANDING: SEAM METAL ROOFING G SMOOTH SAND FLOAT FINISH STUCCO - SEE WALL SECTIONS 8. ALL GUTTERS AND DOWNSPOUTS TO BE PAINTED WITH ADJACENT � SYSTEM _STONE WHITE a3 KNOX BOX MOUNTED AT 60" AFF. -SEE PLAN FOR LOCATION COLOR - TYPICAL 10 OPEN TO BEYOND 24 8"x8" "R" MAL7E5E CROSS SIGN IN ACCORDANCE WITH SECTION '3. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL it FRY-REGLET 2" NON -VENTED REVEAL - DGS-625-200 633.22 FS. SIGN SHALL BE AFFIXED 24" FROM RIGHT SIDE OF INFOStIATION, ENTRANCE AND SHALL BE MOUNTED 4-6 FEET FROM GROUND. 12 CMU PARAPET WALL SYSTEM BEYOND SEE PLAN FOR LOCATION. 13 1" THICK E.IF,S TRIM - SEE ELEVATIONS FOR WIDTHS - TYPICAL 25 MASONRY CONTROL JOINT TO ALIGN WITH STUCCO G CONTROL JOINTS 14 CMU PARAPET WALL SYSTEM WITH EIFS TRIM AND METAL COPING - SEE WALL SECTIONS 21VERTICAL t HORIZONTAL STUCCO CONTROL JOINTS - SEE WALL SECTIONS - TYPICAL 15 SECONDARY OVERFLOW SCUPPER - SEE DETAIL 3/A3 P-3 1 5 30'-0" AFF. 1 2'-41' 6'-01' / i9'-4" 3'-@" / TOP OF I ! 9 MASONRY 26'-S" AFF. j 0" AFF. _ TOP OF TOP OF 5 MASONRY P- i RFI PARAPET P- I 24' 0" A.F.F. 14 16 TOP C , f'-4 ) 9 9 -- 1. 5 P-6 fi 22' 0" AFF, 26 22'-0" AFF. _ _ _. B�..." TTO}'. OF = ....------------------ ------ -- -. . _ ._...-._... _..._....-- ------ - - ------ -- - -- ...� - --- - --- -- TOP OF WINDOW 0 76 Elly 16 3 T I 26 PARAPET 25 3 9 25 15 9` 25 25 3 ----- ED 9 26 i j - _c' Bi i- �_._-_.1 -- - -_ - -_ _.. -_ -_ - -- - -- __- -_ - _- - -_�_. __ - I-- -- ---- -- - -- -- - - -- - - - - - - - -- _ _ _. --.. } . _. _ _ i L JOIST BEARING _I I I 14'-0" AFF, = -- ' � � 14' 0" AF i I I F. I i JOIST BEARING JOIST BEARING 12'LL -4" A�=. 22 12'-4" AF "o OTTO� OF TOP OF FRAI Ep 22 _ OPENING — - _- - - 5 16 P 4 9 CANOPYP-4 : , .:.. 26 t rt P-3 25` 25 I __--- ----- ..Ak TOP BOOR `r 9 P-3 P-6 OPENING 9 TOP OF DOOR . OPENING _ 10 cvs•. Ii.. co IL 8 25 9 ts► Il / }t I } , --- - ---- : Y -- --- - 3 6 AFF. OR OF - - - t OF REVEA�. REVEAL 0 -0 FF F.F.E. TOP OF SLAB TOP OF SLAB P-3 EIJ P-5 3 i P_I El---/ 5 � ' i 19'-9" 19'-9" 17'-91/2" 22'-8" oEXTERIOR ELEVATION - EAST SCALE: 3/16" = 1'-011 3'-Oil .y 24'^°a11 :_y9lII ' % %d 5 I � I I P-2 -- 3'-@' 4'-0" 16'-8" 4'-S" 2 I 26'-S" AFF. TOP OF 5 MASONRY j P-2 I6 26'-S" AFF. TOP OF i 12 14 11 MASONRY 22 -@ AFF. _ P-} ....... TOP OF 21'-4" AFF, _.:.. �, i f'-4 C 3 4 - �i 29 ED PARAPET TOP OF I i ': PARAPET I6 1, 1 9 21'-4" AFF, n" 9 a I 28 16 4 TOP OF P 1 SLgP 29 Ea- P-ro,\ I , I• .. _ PARAPET I I " I' L. � , A I 3 I _ � I I 1 .I I a6 E:: RFl — -- 4� 6 11 I 26 ,ex Bess ar wash..= P-3 - — 141-0" AFF. @ 12 4 AFF. 9 P I mt ©4 BOTTOM OF I JOIST BEARING 5 P-4 P-3 OPENING 13'-4" AFF. . .....,......... _.... . 5 BOTTOM OF 12'-011 AFF. _ ...... _...... -- LOUVRE Pe6 BOTTOM OF _ I 16 P 4 DOOR OPENING O ..... ......... 101_@1' AFF. a TOP OF WINDO 8'-2" AFF. 9' i 26< 71 OPENING Kf TOP OF DOORiO : _ 8'-2" AFF. OPENING L' - TOP OF DOOR 26 OPENING I I 1�1 24 2 I 3'-6" A.F.F.A3'-6" AFF. _,.. _ _... I1 i : i 11 3'-6" AFF. 23 P-5 TOP OF TOP OF TOP OF REVEAL REVEAL i 2 REVEAL } IA11 1 1 ED� i 21 - i 2'} Z"f P-5 1 11 2i O'_011 FFE. 01-01, FF.E, i @ -0 F.F.E. TOP OF SLAB TOP OF SLAB TOP OF SLAB "VARIES" P'S TOP OF TUNNEL SLAB (SEE 5b 5 A5 STRUCTURAL) EXTERIORELEVATION CT - EXTERIOR ELEVATION - SOUTH SCALE: 3/16" = I'-01E SCALE: 3/16" a II-011