HomeMy WebLinkAboutA02 FOUNDATION PLANGRADING NOTES:
CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.
PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.19'-10 1/2"5'-4 3/16" 17'-0 7/8" 1'-6"1'-4" 6'-8" 17'-6 15/16" 4'-1 9/16"11'-3 9/16" 11'-3 1/2"
9'-9 1/2"
9'-9 1/2"
CRAWL SPACE
4" MINIMUM PEA GRAVEL
6" MIL VAPOR BARRIER
INSULATE PERIMETER WALL
WITH MINIMUM 2" RIGID INSULATION.
INSULATE BACK SIDE
OF BAND BOARD AND
KNEE WALL WITH
BATT INSULATION
2x10 JOISTS AT 16" O.C.
CORRUGATED CRAWL
SPACE ACCESS WELL
LINE OF 8" THICK
FOUNDATION WALL
WITH BRICK LEDGE LINE OF POURED
CONCRETE SPREAD
FOOTING
CRAWL SPACE
ACCESS PANEL C2020 SURROUNDINGSTHIS PLAN IS PROPERTY OFSURROUNDINGS.ANY UNAUTHORIZED USE ORREPRODUCTION OF THIS PLAN, INWHOLE OR IN PART ISPROHIBITED. BERNARD DESIGNWILL USE ALL LEGAL MEANSAVAILABLE TO PURSUE THEUNAUTHORIZED USE OF THISPLAN OR ANY DESIGN ELEMENTSCONTAINED THEREIN.Foundation Plan
SCALE: 1/4" = 1'-0"Carlberg ResidenceFamily Room AdditionQueens Manor - Section 2 - Lot 1911066 Queens Way Circle Carmel, Indiana 46032Date
09.28.20 Indiana Design Centert200 S. Rangeline Road Suite 120A Carmel, Indiana46032Description
Foundation
Plan
Sheet Number
A-02
FOUNDATION NOTES:
ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL. STEP
FOOTINGS A REQUIRED TO MAINTAIN REQUIRED DEPTH BELOW
FINISH GRADES.
CONCRETE STRENGTH,
3,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN BASED
ON 2,500 PSI).
3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION.
MAXIMUM SLUMP, 4"
10/16/20