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33'4' A.F.F. ob <br />BRG. HGT. IF <br />BUILDING SECTION <br />SCALF: 114" = 1'-0" <br />BUILDING SECTION ` - - - - - oe <br />SCALE: 1/4" = T-O" <br />d4 364' A.F.F. <br />IV T/ CMU WALL <br />34'-4" A.F.F. <br />BRIG. HGT. <br />22'-10" A.F.F. <br />THIRD FLOOR <br />_ 12-10" A.F.F. <br />SECOND FLOOR <br />_ 0' 0" A.F.F. <br />GROUND FLOOR <br />J <br />A501 <br />3T-4" A.F.F. <br />Ti CMU WALL <br />34'-4" A.F.F. <br />BRIG. HGT. <br />22-10" A.F.F. <br />THIRD FLOOR <br />12'-8" A.F.F. <br />T/ STEEL <br />_ 0'-0" A.F.F. <br />GROUND FLOOR <br />DETAIL <br />SCALE: 1 1/2" = V-0" <br />KEYNOTES (SHEETS A501 & A502) 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. 5/8" MOISTURE RESISTANT GYPSUM BOARD OVER 6" (20 GA.) METAL STUDS. <br />14. DOOR AND FRAME ASSEMBLY - SEE DOOR SCHEDULE. <br />15. STOREFRONT WINDOW ASSEMBLY - SEE WINDOW ELEVATIONS. <br />16. STOREFRONT DOOR ASSEMBLY - SEE DOOR SCHEDULE. <br />17. FINISHED GRADE, PROVIDE TERMITE TREATMENT TO EXTERIOR GRADE MIN. 1'-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. 518" GYPSUM BOARD SOFFIT OVER MISC. STEEL (20 GA.) STUD FRAMING. <br />24. 3 5/8" (20 GA.) METAL STUDS @ 16" O.C. WITH BATT INSULATION AND 5/8" GYPSUM BOARD EACH <br />SIDE. <br />25. 6" (20 GA.) METAL STUDS @ 16" O.C. WITH BATT INSULATION AND 5/8" GYPSUM BOARD EACH SIDE. <br />26. ALUMINUM FRAME WINDOW ASSEMBLY - SEE WINDOW ELEVATIONS. <br />27. SELF-SUPPORTING FOLDING PARTITION WALL (BEYOND). <br />28. CONCRETE BEAM - SEE STRUCTURAL DRAWINGS. <br />29. CONCRETE COLUMN - SEE STRUCTURAL DRAWINGS. <br />30. MILLWORK - SEE MILLWORK ELEVATIONS. <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. T.V. BY OWNER. <br />40. 1/4" REVEAL. <br />41, TAPERED FAUX BEAM TO BE FLUSH WITH ADJACENT CONCRETE BEAM - SEE DETAIL. <br />42. P.T. BLOCKING / NAILER. <br />43. 518" EXTERIOR STUCCO (PAINTED) OVER GALV. METAL LATH OVER WATER PROOFING MEMBRANE <br />OVER 1/2" EXTERIOR SHEATHING. <br />44. BREAK METAL FASCIA- KYNAR FINISH. <br />45. DRIP FLASHING AND CONT. CLEAT - KYNAR FINISH. <br />46. CASED OPENING. <br />Furr, <br />Wegman & <br />Banks <br />Architects, P.A. AR0006480 <br />625 EAST ORANGE ST. <br />LAKELAND, FL 33801 <br />E-MAIL: INFOQFWBARCHITECTS.COM <br />WW W.FWBARCHITECTS.COM <br />PH. 863.688.1211 <br />® COPYRIGHT 2W 1 <br />FURR. WEGMAN & BANKS ARCHITECTS, PA <br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE <br />PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. <br />NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS <br />AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. <br />ALL RIGHTS RESERVED. <br />Ln <br />N ko <br />� CO <br />z t0 <br />a (3) - <br />In Z4:Iz <br />z 1n <br />LA, <br />Q � � <br />a <br />z U <br />H W <br />Q = <br />U <br />Q <br />J <br />z <br />O <br />w <br />w <br />W <br />z <br />O <br />a <br />0 <br />U <br />w <br />0 <br />z <br />O <br />U) <br />w <br />w <br />Q <br />aN <br />C" <br />LO <br />CO <br />(� <br />N <br />O <br />N <br />ti <br />N <br />00 <br />0 <br />w <br />F- <br />Q <br />07 <br />F- <br />Z <br />W <br />2 <br />Z) <br />Ur <br />0 <br />U) <br />Z <br />0 <br />Z <br />Up <br />o <br />0 <br />J J <br />U <br />U <br />� <br />F- <br />Cl)z <br />z L <br />f n <br />w rCf)i <br />U <br />Z <br />02 X" <br />o <br />co J <br />CD <br />J <br />o <br />Z00 <br />T- <br />o� <br />`� <br />W <br />< <br />> <br />> a. �= <br />2 <br />Co' <br />VJ ^ < (ON <br />a. <br />PROJ MGR: <br />7CKDBY:ACKMAB <br />JOB NUMBER: <br />21-19 <br />SHEET NUMBER: <br />A501 <br />CD <br />