Gall Blvd - Zephyr Commons Bldg (3)

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SHEET NOTES 7'-l" su SLOPE 12'-4 7/8" CV 9'-613/16" 1'-5. 0 �v EOS N w o FEATHER CONCRETE LO 6112" �' SLAB AT DOOR TO ENSURE 1/2" MAX TRANSITION Ll Elar ed Slab Plan Elar ed Slab Plan 1 at Side Entry 1/2" = 1'-0" at Unit C1 1/2" = 1'-0" 13'-51 /2" 1'-5" 1 le 10'-7 1/2" V-61 NJ I\ Enlarged Slab Plan at Unit B2 1/4" = 1'-0" I .,1_„11 10'-9 1/2" V-5" 13'-71 /2" Enlarged Slab Plan at Building Entrance 1/4" = 1'-0" 1-11 I/V Buildina TvDe I - Slab Control Plan 13'-l" 1' 5" 1 U-3" 1'-5" Enlarged Slab Plan at Unit Al 1/4" = 1'-0" 61 /2" 12'-1 114" 61 /2" 12'-1 1 /4" 6112" 010.1 \ 01.00, ~ w w 6112" 0 51/4" 51/4" 0 6112" co Cn C/) _ N N N fV -0'-1" to j `� -0'-1" - EOS EOS L9 10'-9 1/2" 1'-5" 10'-9 1/2" 1'-q11�0 25'-10" Enlarged Slab Plan at Unit Al and Al 1 /4" = 1'-0" 00P n 0/4" nX/CDAI I CI AQ nIRACAICIfMI 0 26'-9" 11141 1'-5" 11'-2" EOS _ EOS 01 EOS N i a a 0 51 /4" 51 /4" I 61/2" FEATHER CONCRETE FEATHER CONCRETE SLAB AT DOOR TO SLAB AT DOOR TO ENSURE 1/2" MAX ENSURE 1/2" MAX TRANSITION TRANSITION Ela�B2! Slab Plan 10 at Unitd B5 1 V-21/2" 6" 9'-31 /2" 1'-5" EOS �? N CV w cc 0 0 61/2" - FEATHER CONCRETE = r` SLAB AT DOOR TO zo ENSURE 1/2" MAX TRANSITION I Enlarged Slab Plan at Unit B3 1/4" = 1'-0" 12'-0" 61 /2" 61/2" a 10 1/2" 10 x 0'-11,EOS 0'0"1'-5" 10'-3" 1'-5" 13'-1" Enlarged Slab Plan 3 at Unit Al near Stairs 1/4" = 1'-0" 14'-71 /2" q LO 1 /4" = 1'-0" I r w a 0 61/2" U' 61/2" N n, EOS � 1'-5" 12'-4" 1'-5" 15'-2" Enlarged Slab Plan at Unit B1 FEATHER CONCRETE 1 /4" = 1'-0" o SLAB AT DOOR TO N ENSURE 1/2" MAX , TRANSITION a "' 0 101/2" co I EOS 10'-5 1/2" l'-5" 13'-31 /2" Enlarged Slab Plan t 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 0 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 4-1/2" AFF, UNO 02 ELEVATOR PIT AT -5'-0" AFF, VERIFY SIZE AND DEPTH WITH ELEVATOR 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 INDICATES LEVEL SLAB TO SLOPE SLAB X INDICATES STEP IN SLAB FRAMING OFFSET DETAILS EDGE OF FRAMING :A SHEATHING EDGE OF SL EDGE OF FRAMING EDGE OF SLAB 1/ 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 0Rnn1701A SET DISTRIBUTIONS: 11/24/,' 100% DD Set i 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Building Type I - Architectural Slab Plan 3/32" = 1'-0" A5.1 0