HomeMy WebLinkAboutVWC CONV STORE3 A1.2 10-14-2021I
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IREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021
FOR PERMITTING AND CONSTRUCTIONSCALE: 1/4" = 1'-0"
FOUNDATION PLAN
CONCRETE REQUIREMENTS AND SPECIFICATIONS:
IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE
SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.
SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS
CONFLICT WITH THESE STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITH
EACH OTHER, THE STRICTEST PROVISIONS SHALL GOVERN.
GOVERNING CODES: INTERNATIONAL BUILDING CODE, 2008, WITH CURRENT
INDIANA AMENDMENTS.
FOUNDATIONS:
NOTIFY THE ARCHITECT AS SOON AS POSSIBLE OF ANY UNUSUAL SOIL
CONDITIONS, SUCH AS UNEXPECTED SPRING OR SEEPAGE WATER, OR SOIL OF
QUESTIONABLE BEARING CAPACITY.
ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL OR ENGINEERED FILL
WITH AN ALLOWABLE BEARING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT.
PERIMETER FOOTINGS SHALL BEAR A MINIMUM OF 3'-0" BELOW EXTERIOR
GRADE. STEP FOOTINGS AS REQUIRED. WHERE UNDERGROUND UTILITIES
ENTER OR EXIT THE BUILDING, STEP TOPS OF ALL FOOTINGS BELOW UTILITY
INVERT ELEVATIONS.
DESIGN NET SOIL PRESSURES
SPREAD FOOTINGS:
CONTINUOUS FOOTERS
2,000 PSI
1,500 PSI.
BACKFILL AND FILL MATERIALS: PROVIDE SATISFACTORY SOIL MATERIALS FOR
BACKFILL AND FILL, FREE OF CLAY, DEBRIS, WASTE, FROZEN MATERIALS,
VEGETABLE AND OTHER DELETERIOUS MATTER.
REINFORCED CONCRETE:
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-95, "BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE".
SPECIFICATIONS: IN GENERAL, COMPLY WITH ACI 301-96, "STANDARD
SPECIFICATIONS FOR STRUCTURAL CONCRETE".
PLACEMENT AND CURING OF CONCRETE SHALL CONFORM TO ACI 305 "HOT
WEATHER CONCRETING" AND ACI 306 "COLD WEATHER CONCRETING".
ALL REINFORCING DETAILS SHALL CONFORM TO ACI 315-86, "MANUAL OF
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"
UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.
ALL DEFORMED REINFORCING BARS: ASTM A615, GRADE 60
ALL WELDED WIRE FABRIC:ASTM A185, DELIVERED IN FLAT SHEETS
REINFORCING SUPPLIER SHALL PROVIDE ALL BAR ACCESSORIES, CHAIRS, AND
SUPPORTS NECESSARY TO SECURE STEEL IN ACCORDANCE WITH "ACT CODE
OF STANDARD PRACTICE".
WHERE ANY STEPS IN FALL FOOTING ELEVATIONS OCCUR, PROVIDE MAXIMUM
STEP OF ONE VERTICAL TO TWO HORIZONTAL.
CONCRETE COVER: UNLESS OTHERWISE NOTED, DETAIL REINFORCING TO
PROVIDE MINIMUM COVER AS FOLLOWS:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:3
INCHES
CONCRETE EXPOSED TO EARTH OR WEATHER, #5 RE-BARS OR SMALLER:
1/2 INCHES
ALL OTHER:2 INCHES
1
CONCRETE CONTRACTOR SHALL VERIFY SOIL BEARING PRIOR TO CONCRETE
PLACEMENT. REPORT DEVIATIONS TO GENERAL CONTRACTOR AND
ARCHITECT.
CONCRETE IN THE FOLLOWING AREAS SHALL CONSIST OF NATURAL SAND FINE
AGGREGATE AND NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO
ASTM C33, TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150, AND SHALL
HAVE THE FOLLOWING COMPRESSIVE STRENGTH AT 28 DAYS:
FOOTINGS AND PADS:
SLABS-ON-GRADE
AND PIERS:
3,000 PSI
4,000 PSI
RETAINING WALLS, CURBS, SIDEWALKS, AND SLABS EXPOSED TO DE-
ICERS.
4,000 PSI (6% + 1% ENTRAINED AIR BY
VOLUME)
NO PART OF THE STRUCTURE SHALL BE PLACED ON FROZEN OR WET SOIL.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE
FOUNDATION AND SOIL WITHIN THE BUILDING AREA FROM FREEZING DURING
WINTER CONSTRUCTION.
FOOTINGS AND PIERS:
DOWELS IN FOOTINGS SHALL MATCH VERTICAL PIER REINFORCING.
PROVIDE CORNER BARS AT FOOTING CORNERS TO MATCH HORIZONTAL
REINFORCING. MINIMUM LENGTHS OF EACH LEG TO BE 45 BAR DIAMETERS.
BACKFILL AGAINST BOTH SIDES OF WALLS EQUALLY UNTIL THE LOWER
ELEVATION IS ATTAINED. BRACE ALL FOUNDATION WALLS BEFORE
BACKFILLING AND COMPACTING.
PROVIDE LEAN CONCRETE (CLASS IV) UNDER FOUNDATIONS FOR ACCIDENTAL
OVER-EXCAVATION, SOFT SPOTS, AND TRENCHES.
BUILT-IN WORK:
INSTALL ALL ANCHORS, INSERTS, NOSINGS, REGLETS AND LIKE ITEMS
FURNISHED BY OTHER TRADES FOR INSTALLATION IN CONCRETE WORK. ALL
BUILT-IN ITEMS SHALL BE IN PROPER
LOCATION AND SHALL BE SO MAINTAINED DURING THE PERFORMANCE OF
CONCRETE WORK.
SLEEVES, CONDUITS, PIPES AND LIKE ITEMS PASSING THROUGH FLOORS,
WALLS, OR BEAMS SHALL BE OF SUCH SIZE OR IN SUCH LOCATION AS NOT TO
IMPAIR UNDULY THE STRENGTH OF THE CONSTRUCTION.
VAPOR BARRIER PLACEMENT:
USE A CONCRETE MIXTURE WITH AN ADEQUATE CEMENT FACTOR - MINIMUM OF
5 1/2 BAGS PER CUBIC YARD. USE A SMALL AMOUNT OF AIR-ENTRAINMENT IN
THE MIXTURE TO REDUCE BLEEDING - ABOUT 3% TO 5% AIR. EXTERIOR
CONCRETE SHALL HAVE 5 1/2% AIR. PLACE CONCRETE AT LOWEST PRACTICAL
SLUMP. A WATER-REDUCING ADMIXTURE MAY BE USED TO LOWER THE MIX
WATER CONTENT, IF USED STRICTLY ACCORDING TO WRITTEN
MANUFACTURER'S INSTRUCTIONS.
PERIMETER INSULATION:
A TOTAL OF FOUR FEET WIDTH OF PERIMETER INSULATION SHALL BE PUT IN
PLACE. THIS CAN BE A COMBINATION OF HORIZONTAL AND VERTICAL RIGID
INSULATION, AS SHOWN ON DRAWINGS.
4'-0" x 4'-0" x 1'-0"
CONCRETE FOOTER PAD
#5 REBARS 12" O.C. EACH WAY
24" x 24" CONCRETE COLUMN PIER
2'-0"8'-8"2'-0"9"
87'-4"50'-8"40'-11"1'-5"9"1'-5"29'-5"
27'-8"1'-5"9"2'-0"8'-8"2'-0"9"1'-5"42'-8"8"1'-0"4"2'-5"2'-11"8"8"4'-0"1'-4"7'-4"4" THICK CONCRETE FLOOR
SEE SPECIFICATIONS
COOLER FOOTPRINT
SEE SPECIAL FLOOR DETAILS
SEE SPECIAL FLOOR DETAILS
FREEZER FOOTPRINT
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