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A-8.0 1 1 <br />3� MEW <br />A-8.0 I <br />1 <br />E�i <br />TOP OF PARAPET. <br />SEE STRUCT. DWGS. <br />1 <br />1 <br />19 <br />o a <br />1 <br />1 <br />1 <br />21 <br />1 <br />15 <br />16 <br />17 <br />1 <br />1 <br />I <br />1 <br />O G <br />,{ <br />I <br />1 <br />+ 17'-4" <br />JOIST BEARING <br />41\ <br />SEE STRUCT. DWGS. <br />r <br />r \ <br />6 <br />ti <br />+ 14'-6" <br />f <br />T.O. WINDOW <br />25 <br />+ 10'-0" <br />T.O. WINDOW <br />& B.O. CANOPY <br />0 <br />z <br />=O <br />N 0 X <br />28 M w <br />w <br />+ 0'-01 <br />F.F. <br />W <br />z <br />2 � <br />ow <br />M <br />z <br />23 <br />32 30 36 <br />jk + 24'-8" 7 <br />TOP OF PARAPET. <br />SEE STRUCT. DWGS. 1 0 C 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 I 1 <br />A-8 0 1 1 19 <br />1 1 <br />24 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />Dl� <br />1 <br />I <br />1 21 15 16 17 <br />20 1 <br />I 1 <br />+ 17'-4" <br />JOIST BEARING @ <br />LOW POINT <br />SEE STRUCT. DWGS. <br />1 <br />1 <br />1 6 <br />_ 1 <br />T.O. WINDOW <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />I <br />25 <br />1 <br />1 <br />0 <br />1 <br />1 <br />1 <br />1 <br />' <br />I <br />1 <br />+ 10'-0" <br />1 <br />1 <br />T.O. WINDOW <br />&B.O.CANOPY <br />18 <br />i <br />I <br />,,. l( , 32 30 36 <br />�+ 0'-0" <br />F.F. 77 <br />� I ( <br />8 <br />SECTION KEY NOTES <br />ITEM # <br />DESCRIPTION <br />8" CMU PARAPET, 3/4" 3 COAT SMOOTH STUCCO PAINTED. <br />CMU WALL BEYOND, 5/8" SMOOTH STUCCO W/ 1" SCORE LINE & PAINTED. <br />❑12" <br />2 <br />SEE ELEVATIONS <br />3/4" - 3 COAT STUCCO ON PAPER BACKED METAL LATH (1) LAYER ON 30 LB. FELT <br />1AGA. <br />PAPER ON 5/8" EXTERIOR GRADE DENSGLASS SHEATHING SECURELY ON 3.5" 16 <br />STUD FRAMING SPACED @ 16" O.C. G.C. SHALL PROVIDE CONTROL JOINTS <br />@ EVERY 10'-0" O.C_ UNLESS OTHERWISE SPECIFIED IN EXTERIOR ELEVATIONS. <br />PAINT FINISH TO BE SELECTED BY ARCHITECT/OWNER. SEE SECTION 3/A-8.0 <br />4❑ <br />LEDGESTONE COLUMNS (TYP.) OWENS CORNING CULTURED STONE COUNTY <br />LEDGESTONE- CHARDONAY CSV-20006. GC. PROVIDE SAMPLE AND INSTALL <br />AS PER MANUFACT. RECOMMEND. <br />aNOT <br />USED <br />REINFORCE CONCRETE BEAM. RE: STRUCTURE. <br />METAL COPING SECURELY ATTACHED TO P.T. WOOD NAILER. <br />❑CONTINUOUS <br />7 <br />COLOR TO BE SELECTED BY OWNER / ARCHITECT. <br />❑g <br />CONCRETE FOOTING, RE: STRUCTURE. <br />CONTINUOUS 1/2" EXPANSION FIBER, TYP. <br />MIL. VISQUEEN STEGO WRAP POLYETHYLENE OVER WELL COMPACTED FILL. <br />E6 <br />10 <br />SEE STRUCTURAL DRAWINGS, TYP. <br />11 <br />EXPOSED COMPACTED FILL. <br />12 <br />4" REINFORCED SLAB ON GRADE <br />13 <br />STEEL JOISTS. RE: SEE STRUCTURE DWGS. <br />14 <br />NOT USED <br />15 <br />METAL DECK. ,RE: STRUCTURE. <br />16 <br />ROOF INSULATION. SEE ROOF PLAN & ROOF DETAILS. <br />ROOF SYSTEM JOHN MANSVILLE SBS MODIFIED BITUMEN W/ GLASKAP CR <br />17 <br />MEMBRANE, N.O.A. 16-0413.21 OR EQUAL. PROVIDE MIN. 4" INSULATION W/ <br />MIN. R-19 INSULATION VALUE. <br />18 <br />TRUELITE ALUMINUM AND GLASS STOREFRONT & ALUMINUM DOORS, <br />COLOR: MATCH SHERWIN WILLIAMS 7757 HIGH REFLECTIVE WHITE. REFER TO <br />WINDOW AND DOOR SCHEDULE, <br />18 <br />PICK UP WINDOW "QUIKSERV" MODEL BP-7241 E IP, NOA 18-0814.01 OR EQUAL <br />19 <br />PARAPET BEYOND. <br />CONTINUOUS 4" ENERGY GUARD CANT STRIP SET IN BITUMEN AS MANUFACTURED <br />20 <br />BY JOHN MANSVILLE <br />21 <br />ROOF FLASHING. <br />22 <br />PARQADIGMLED AMC-2415 W/ FLEX SR WHITE LED TAPE, OPAL LENS AND END <br />CAPS FULL WIDTH OF CANOPY @ ASEMBLY TENANT CANOPIES ONLY. <br />23 <br />6" CURB. SEE CIVIL DWG'S . <br />24 <br />SCORE LINE STUCCO FINISH. SEE ELEVATIONS FOR SPECS. <br />CANTILEVERED CANOPY W/ STEEL OUTRIGGERS BY AMERICAN PRODUCTS INC. OR <br />25 <br />EQUAL. PROVIDE SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A <br />DELEGATE LICENSED PROFESSIONAL ENGINEER, CONTRACTOR SHALL PROVIDE A <br />COPY OF THE SHOP DRAWINGS TO THE TENANT FOR REVIEW. <br />HNOT <br />USED <br />27 <br />TOP OF WINDOW SILL @ 36" ABOVE THE INTERIOR FINISHED FLOOR & 42" <br />ABOVE THE DRIVE THROUGH LANE SURFACE_ <br />28 <br />LANE ASPHALT. SEE CIVIL DWGS. <br />29 <br />NOT USED <br />30 <br />EXPOSED GRADE SPACE SPECIFIC REQUIREMENTS PER LANDLORD / TENANT <br />WORK LETTER AGREEMENT REFER TO GENERAL NOTES ITEMS 54/ 55/ 56 ON <br />SHEET A-0.1 FOR REQUIREMENTS. <br />EXPOSED GRADE COMPOSED OF CLEAN COMPACTED FILL TO A MIN. OF 95% <br />31 <br />DENSITY 5" BELOW PROPOSED FINISH CONCRETE SLAB ELEVATION. <br />32 <br />8" X 8" CAST IN PLACE CONCRETE SILL AT ALL DOORS & STOREFRONT <br />PENETRATIONS REFER TO SHEET A-8.1 DETAIL 8 <br />33 <br />CONCRETE SIDEWALK SLAB/BRUSH FINISH WITH TOOLED JOINTS AT 5'-0" MAX ON <br />95% COMPACTED GRANULAR FILL.MAXIMUM RUNNING SLOPE IS 5%. MAXIMUM <br />CROSS SLOPE IS 2%. REFER TO CIVIL DRAWINGS. <br />34 <br />EXPOSED STRUCTURE <br />35 <br />METAL CANOPY OVERHANGING ABOVE STOREFRONT. <br />REF: ELEVATIONS FOR DETAILS <br />36 <br />PROPOSED FINISH FLOOR <br />37 <br />STEEL GIRDER. SEE STRUCTURAL DRAWINGS. <br />P■ <br />esignTec <br />nternationall <br />Associates, Inc. AA26001933 <br />Architecture • Planning • Interior Design <br />14125 N.W. 80th Ave. Suite 303 <br />Miami Lakes, Fl. 33016 <br />T. 786-235-9097 <br />F. 305-362-4420 <br />dtiinfo@dtiarchitect. cord <br />www dtiarchitect.com <br />Revisions: <br />Date Description <br />IL <br />c) <br />O <br />z0FQ <br />N <br />M <br />� <br />� <br />O <br />n <br />W <br />�W <br />W <br />LL <br />W <br />O <br />Q <br />J <br />° <br />Z>55Cn <br />W <br />U <br />E- <br />Q <br />O <br />1 <br />W <br />Q <br />0 <br />z <br />z <br />jLM <br />a <br />QOW <br />oLO <br />� <br />mi <br />Z <br />M <br />04 <br />W <br />Jz� <br />CL <br />} <br />�p <br />w <br />a <br />D <br />W <br />U. <br />1'2O <br />WE <br />a <br />C <br />OC <br />O <br />�VW <br />M� <br />U)>M <br />z <br />Q <br />= <br />L) O=W <br />0. <br />t� <br />W <br />N <br />OW <br />L <br />= <br />`W <br />N <br />Job Number: <br />19093.01 <br />File name: <br />Issued Date: <br />03.30.20 <br />Drawn by: <br />J.0 <br />Checked by: <br />C.P <br />I SHEET NAME I' <br />WALL <br />SECTIONS <br />WALL SECTION <br />1 SCALE: 3/4" = 1'-0" <br />WALL SECTION <br />2 SCALE: 3/4" = V-0" <br />WALL SECTION <br />3 SCALE: 3/4" = V-0" <br />SHEET NUMBER <br />A-6.0 <br />