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rn <br />n <br />BUILDING SECTION <br />SCALE: 1/2" = 1'-O" <br />BUILDING SECTION <br />SCALE: 1/2" = 1'-0" <br />BUILDING SECTION <br />SCALE: 1/2" = V-0" <br />4 <br />1'-0" A.F.F. <br />ID FLOOR <br />DETAIL <br />SCALE: 1 1/2" = 1'-0" <br />DETAIL <br />SCALE: 1 1/2" = V-0" <br />DETAIL <br />SCALE: 1 1/2" = 1'-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 2 112" (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: INFOQFWBARCHITECTS.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 HEREWFH ARE THE SOLE <br />PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. <br />NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING 15 <br />AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. <br />ALL RIGHTS RESERVED, <br />In <br />In l0 <br />le m <br />Z <br />Q (3) _ <br />m 4:�z <br />Z ❑ <br />❑ ly Ld <br />Z W v <br />Q H <br />a = <br />n <br />w <br />Q <br />J <br />z <br />O <br />Ll.l <br />W <br />U) <br />i-- <br />z <br />O <br />U <br />W <br />W <br />0 <br />z <br />O <br />LL I <br />lz <br />Lu <br />0 <br />aN M Lo CD r-_ <br />N <br />CD <br />N <br />ti <br />N <br />Co <br />CD <br />w <br />Q <br />N <br />z <br />W <br />(� o <br />Z 0 <br />z <br />00 o <br />J _l U <br />Z J� D <br />O CD <br />07 <br />z z <br />U CoZ L o <br />w Co U <br />W Z 0LL o <br />U) p� o <br />T J <br />J •�- z J <br />J � 0 :: w <br />_ (� <br />c> Q � Llj <br />a = c(o N <br />PROJ MGR: CKD BY: <br />ACK MAB <br />JOB NUMBER: <br />21-19 <br />SHEET NUMBER: <br />A504 <br />CT <br />