Gall Blvd - Zephyr Commons Bldg (3)

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SHEET NOTES Enlarged Slab Plan at Unit Al 1/4 = 1'-0" 7'-1" I, T-3 314" 3-91 /4" I, V-5" 13'-51 /2" 10'-71 /2" 1'-5" 1 V-21/2" 6" 9'-31/2" 010 -0'-1" EOS w N N iv EOS p w SLOPE C0 h, 0 FEATHER CONCRETE SLAB AT DOOR TO, FEATHER CONCRETE ENSURE 1/2" MAX SLAB AT DOOR TO TRANSITION ENSURE 1/2" MAX TRANSITION Elarged Slab Plan at Side Entry 11'-8" w 0 J N 101/2" 1/2" = 1'-0" N -0' 1" N EOS V-5" 10'-91/2" 1'-5" 0' 0" 10 13'-71/2" Enlarged Slab Plan at Building Entrance 1/4" = 1'-0" Enlai at Unit B2 61/2" ed Slab Plan 14'-71 /2" Enlarged Slab Plan 1/4" = 1'-0" v i at Unit B3 1/4" = 1'-0" r• w a 0 6112" U' 61/2" N CV CD EOS 12'-4" 1'-51. 15'-2" Enlal at Unit B1 0'-0" ed Slab Plan 1./4" — 1'-0" FEATHER CONCRETE N o SLAB AT DOOR TO 14".) ENSURE 1/2" MAX TRANSITION a 101/2" n N t0 I I 0'-1n CO ILLLIff � �� V-5" 10'-51/2" V-5" ol 13'-31/2" N in Enlarged Slab Plan at Unit A2 1/4" = 1'-0" A REFER TO SHEET A1.03 FOR GENERAL NOTES B SLAB CONTROL PLANS CONVEY PLAN DIMENSIONS, STEPS, SLOPES, AND OPENINGS TO GUIDE FORMING AND POURING OF CONCRETE SLABS, REFER TO STRUCTURAL DRAWINGS FOR ENGINEER'S SLAB / FOUNDATION CRITERIA, PLANS, DETAILS, REINFORCING, FOUNDATIONS, AND ADDITIONAL NOTES C TYPICAL SLAB ELEVATION 0'-0", UNO D DIMENSIONS SHOWN ARE TO THE EDGE OF SLAB, SLAB STEP, OR CHANGES IN THE SLOPE OF SLAB E MAINTAIN UNIFORM MAX 2% SLOPE WHERE SLOPES ARE INDICATED, UNO F PROVIDE SMOOTH FINISH ON ALL INTERIOR SLAB SURFACES, BROOM FINISH ON ALL EXTERIOR SLAB SURFACES, UNO, BROOM FINISH TO RUN PARALLEL WITH SLOPED SURFACES G COORDINATE ALL EDGE OF SLAB ELEVATIONS AND CONTINUATION OF CONCRETE SIDEWALKS WITH CIVIL DRAWINGS, NO STEP IN TRANSITIONS, UNO, PROVIDE 1/2" COMPRESSIBLE FILLER WHERE SIDEWALK ABUTS BUILDING SLABS, CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND H PLUMBING FIXTURES ARE SHOWN FOR GENERAL LOCATION ONLY, REFER TO PLUMBING DRAWINGS FOR FIXTURE SPECIFICATIONS AND VERIFY WITH APPROVED SUBMITTED FIXTURES PRIOR TO COMMENCEMENT OF UNDERGROUND PLUMBING KEYNOTES 01 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS FOR SPECIFICATION AND DETAILS, SLOPE SLAB TO DRAIN, 2% MAX, PROVIDE CONTROL JOINT AT EACH DRAIN PERPENDICULAR TO CORRIDOR, LOCATED AT 0'-112" AFF, UNO "AFF, VERIFY SIZE AND DEPTH WITH ELEVATOR 02 ELEVATOR PIT AT -5'-0 MANUFACTURER SPECIFICATIONS 03 SUMP PIT AT -7'-0" AFF, VERIFY SIZE, DEPTH, AND LOCATION WITH ELEVATOR MANUFACTURER SPECIFICATIONS 04 CONCRETE A/C PAD (4" THICK), SLOPE AWAY FROM BUILDING, REFER TO SITE PLAN FOR SCHEMATIC PAD LAYOUT AND TO MECHANICAL DRAWINGS FOR A/C CONDENSER DETAILS, CONTRACTOR SHALL COORDINATE FINAL PLACEMENT WITH CIVIL AND LANDSCAPE 05 SIDEWALK PER CIVIL AND LANDSCAPE, PROVIDE 1/2" COMPRESSIBLE FILLER WHERE SIDEWALK ABUTS BUILDING SLABS LEGEND i INDICATES LEVEL SLAB TO SLOPE SLAB XX INDICATES STEP IN SLAB FRAMING OFFSET DETAILS EDGE OF SH EDGE EDGE OF EDGE N FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24121 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Building Type II - Architectural Slab Plan Building Type II - Slab Control Plan 3/32" = 1'-0" A5.20