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■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 13 ■ 11 ■ 12 ■ 13 ■ 14 IN 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 a �"a d -• - .a ad N 1 FOUNDATION PLAN S111 3/16" = 1'-0" ■ ■ FOUNDATION PLAN NOTES: 1. SEE GENERAL NOTES ON DRAWING S001. GENERAL NOTES INCLUDE CODES AND STANDARDS, DESIGN LOADS AND OTHER REQUIREMENTS. 2. T.O. EXISTING GRADE = U-0" A.F.F. (U.N.O.) THIS A REFERENCE ELEVATION ONLY. CONTRACTOR MUST FIELD VERIFY ALL PROVIDED DIMENSIONS. 3. SEE THE MECHANICAL DRAWINGS FOR DIMENSIONS, ELEVATIONS AND DETAILS NOT SHOWN. CONTRACTOR MUST FIELD VERIFY EXISTING DIMENSIONS PRIOR TO FABRICATION OR START OF CONSTRUCTION. 4. T.O. NEW EQUIPMENT PAD ELEVATION = (+) 0'-6" (U.N.O.) 5. SEE DRAWING S501 FOR PRECAST CONCRETE LINTEL SCHEDULE. COORDINATE WALL OPENING REQUIREMENTS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION. 6. SEE DRAWING S603 FOR TYPICAL MASONRY DETAILS. LEGEND #'-##" INDICATES TOP OF CONCRETE SLAB OR FOOTING T.O. SLAB ELEVATION. C# INDICATES STEEL COLUMN TYPE. SEE STEEL COLUMN SCHEDULE FOR COLUMN AND BASEPLATE DETAILS. #.# INDICATES SPREAD FOOTING TYPE. SEE FOOTING SCHEDULE FOR SIZE AND REINFORCEMENT. INDICATES CONTINUOUS FOOTING TYPE. #.# C SEE FOOTING SCHEDULE FOR SIZE AND REINFORCEMENT. #.# TS INDICATES THICKENED SLAB EDGE. SEE SCHEDULE FOR SIZE AND REINFORCEMENT. F.S. --- INDICATES FOOTING STEP PER DETAIL S.J. INDICATES SLAB SAWCUT JOINT PER DETAIL C.S.J. INDICATES CONSTRUCTION JOINT PER TYPICAL DETAIL OR AS REQUIRED OTHERWISE. I.J• INDICATES ISOLATION JOINT WITH 1/2" THICK ASPHALT - IMPREGNATED BOARD. INDICATES STEP OR RECESS IN SLAB. SEE ELEVATION CALLOUT FOR DEPTH. COORD. w/ARCH DRAWINGS. INDICATES CONCRETE WALLS. SEE PLAN FOR TYPE AND WALL SCHEDULE FOR SIZE AND REINFORCEMENT. INDICATES OPENING IN CONCRETE WALL. SEE HEADER AND SILL SCHEDULE AND SECTIONS FOR ADDITIONAL REINFORCEMENT AROUND OPENINGS. INDICATES 8" MASONRY WALL. REINFORCED w/ #6 VERT AT 24" O.C. (MAX) ■ ■ INDICATES 8" MASONRY WALL DOORWAY OPENINGS. PROVIDE VERTICAL FILLED CELL EACH SIDE OF OPENING. INDICATES ADDITIONAL #6 VERTICAL REINFORCEMENT ■ GROUTED SOLID, MATCH REINFORCEMENT SIZE AND QUANTITY INDICATED ON THE MASONY WALL SCHEDULE. TYPICAL ALL MASONRY: GROUT CELLS SOLID AT REINFORCEMENT. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENINGS IN CMU WALLS. SEE TYPICAL DETAILS FOR HIGH AND LOW LIFT GROUTING. GENERAL REVISION MADE F ■ F ■ C ■ ■ ■ ■ ■ McOroyEngineenngj „ STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 ■ WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. ■ SEAL Craig E. McElroy P.E. - FL No. 44741 "NI%11111111// /�i �� P�=�GENs•.'A'i No. 44741 �••• STATE OF F •. ••, .//SOON AdventHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION Hunton B'rad A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS 03.22.22 CCD No. 1 1 ■ ■ TO ENTIRE DRAWING FOUNDATION PLAN AND DETAILS PROJ. NO. H-20232.00 SHEET DRAWN VMM Sill Copyright Huntonl3rady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744