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00 <br />rn <br />N <br />r_4 <br />N <br />O <br />i <br />r-, <br />BUILDING SECTION <br />SCALE: 1/2" = 1'-O" <br />n <br />BUILDING SECTION <br />SCALE: 1/2" = 1'-0" <br />22'-10" AF.F. <br />THIRD FLOOR <br />12'-10" A.F.F. <br />SECOND FLOOR <br />0'-0" A.F.F. <br />GROUND FLOOR <br />BUILDING SECTION <br />SCALE: 1/2" = V-0" <br />KEYNOTES (SHEETS A503 & A504) 00 <br />01. TPO ROOF OVER (2) LAYERS OF 3" RIGID POLYISO INSULATION (TOTAL R-38 VALUE) OVER 3/4" <br />EXTERIOR SHEATHING OVER COMPOSITE METAL ROOF DECK. <br />02. STEEL BAR JOISTS - SEE STRUCTURAL DRAWINGS. <br />03. 8" x 8" x 16" CMU WALL - SEE STRUCTURAL FOR REINFORCING. <br />04. 12" x 8" x 16" CMU WALL - SEE STRUCTURAL FOR REINFORCING. <br />05. 1/2" EXTERIOR STUCCO (2-COAT) OVER LIQUID APPLIED WATER BARRIER. <br />06. CONCRETE TIE BEAM - SEE STRUCTURAL DRAWINGS. <br />07. ALUMINUM GUTTER AND DOWNSPOUT. <br />08. FOUNDATION - SEE STRUCTURAL DRAWINGS. <br />09. 4" CONCRETE SLAB OVER 10 MIL. WATER PROOF MEMBRANE OVER COMPACTED TREATED FILL; <br />TAPE ALL JOINTS - SEE STRUCTURAL DRAWINGS. <br />10. 8" HOLLOW CORE FLOOR SLAB WITH 2" CONCRETE TOPPING - SEE STRUCTURAL DRAWINGS. <br />11. 5/8" GYPSUM BOARD OVER 2 1/2" (20 GA.) METAL STUDS AND 2" RIGID INSULATION. <br />12. 5/8" GYPSUM BOARD OVER 2 1/2" (20 GA.) METAL STUDS. <br />13. DRIP FLASHING AND CONT. CLEAT - KYNAR FINISH. <br />14. DOOR AND FRAME ASSEMBLY - SEE DOOR SCHEDULE. <br />15. STOREFRONT WINDOW ASSEMBLY- SEE WINDOW ELEVATIONS. <br />16. BREAK METAL FASCIA - KYNAR FINISH. <br />17. FINISHED GRADE, PROVIDE TERMITE TREATMENT TO EXTERIOR GRADE MIN. V-0" BEYOND <br />PRIMARY STRUCTURE SIDEWALLS. (THIS INCLUDES ALL EXTERIOR CONCRETE ADJACENT TO <br />BUILDING) TYP. <br />18. 1-HOUR FIRE RATED CEILING ASSEMBLY- SEE LIFE SAFETY DRAWINGS. <br />19. SEE CIVIL DRAWINGS FOR EXTENT OF STORM WATER COLLECTION SYSTEM. <br />20. PRE -FABRICATED METAL CANOPY WITH BRACKETS BY MANUFACTURER. <br />21. 5/8" GYPSUM BOARD CEILING OVER 7/8" HAT CHANNELS @ 16" O.C. OVER 1 1/2" METAL STUDS @ <br />24" O.C. <br />22. 5/8" GYPSUM BOARD CEILING OVER 1 1/2" FURRING CHANNELS @ 16" O.C. <br />23. 5/8" GYPSUM BOARD SOFFIT OVER MISC. STEEL (20 GA.) STUD FRAMING. <br />24. P.T. BLOCKING AS REQUIRED. <br />25. STRUCTURAL STEEL CHANNEL - SEE STRUCTURAL DRAWINGS. <br />26. ALUMINUM FRAME WINDOW ASSEMBLY - SEE WINDOW ELEVATIONS. <br />27. 1/2" EXTERIOR STUCCO (PAINTED) OVER CONCRETE BEAM. <br />28. CONCRETE BEAM - SEE STRUCTURAL DRAWINGS. <br />29. CONCRETE COLUMN - SEE STRUCTURAL DRAWINGS. <br />30. 5/8" EXTERIOR STUCCO (PAINTED) OVER GALV. METAL LATH OVER WATER PROOFING MEMBRANE <br />OVER 1/2" EXTERIOR SHEATHING. <br />31. HARDIE PLANK SIDING OVER 3/4" EXTERIOR SHEATHING. <br />32. PARAPET WALL ALUMINUM COPING - KYNAR FINISH. <br />33. EXTERIOR PAVERED PATIO. <br />34. STEEL CANOPY STRUCTURE - SEE STRUCTURAL DRAWINGS. <br />35. EXTERIOR RATED GRID CEILING SYSTEM. <br />36. TPO ROOF OVER TAPERED RIGID INSULATION OVER 1 1/2" METAL ROOF DECK. <br />37. PRE-ENGINEERED CONCRETE STAIR AND LANDINGS SYSTEM BY SPECIALTY ENGINEER. <br />38. 1 1/2" DIA. PAINTED STEEL GUARDRAIL/ HANDRAIL COMBO WITH STEEL BRACKET. <br />39. PRECAST CONCRETE SILL. <br />40. MASONRY FLASHING EQ. TO FRY REGLET "ST" TYPE "SPRINGLOK" AT STUCCO - COLOR WHITE. <br />Furr, <br />Wegman & <br />Banks <br />Architects, P.A. AR0006480 <br />625 EAST ORANGE ST. <br />LAKELAND, FL 33801 <br />E-MAIL: INFO@FW BARCHITECTS.COM <br />W W W.FW BARCHITECTS.COM <br />PH. 863.688.1211 <br />® COPYRIGHT 2021 <br />FURR, WEGMAN & BANKS ARCHITECTS, PA <br />THE DESIGN AND CONCEPTS DEPICTED HEREWMI ARE THE SOLE <br />PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. <br />NO REPRODUCTION. REVISION OR REUSE OF THISDRAWING IS <br />AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. <br />ALL RIGHTS RESERVED. <br />Ln <br />to <br />Z lD <br />Q <br />Z o ED <br />W <br />a <br />� _ <br />Q -�i <br />Q �f <br />Z W V <br />H � <br />Q' <br />Q = <br />U <br />Q <br />J <br />z <br />O <br />w <br />w <br />C0 <br />z <br />O <br />I= <br />a <br />U <br />U) <br />w <br />0 <br />z <br />O <br />T <br />w <br />w <br />Q <br />0 <br />r <br />N <br />O <br />N <br />ti <br />N <br />00 <br />O <br />Li <br />Q <br />Cl <br />U) <br />H <br />Z <br />w <br />rV n <br />U <br />Z <br />Q <br />z <br />Up <br />o <br />J J <br />U <br />J� <br />Z <br />D <br />Z <br />(j <br />�z � <br />Z <br />o <br />U <br />M <br />D <br />U <br />w <br />cL.LI <br />0 LL' <br />C� //)� <br />VJ <br />G <br />0 L7J <br />O <br />J <br />QJ <br />T <br />J <br />m Q �= <br />} <br />w <br />U)Q <br />rnW <br />2 <br />io N <br />PROJ MGR: <br />CKD BY: <br />ACK <br />MAB <br />JOB NUMBER: <br />21-19 <br />SHEET NUMBER: <br />A503 <br />m <br />