HomeMy WebLinkAbout051121 A-03 Foundation Plan Roof Plan and ElevationsGRADING NOTES:
CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.
PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.
6"
1'-0"
1'-0"
1'-0" 1'-0"
1'-0"
1'-0"
6"
6"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0" 2'-0"
2'-0"
14'-0" from column centerline
to column centerline
Both directions
12" CMU FOUNDATION WALL
LINE OF FOOTING
14'-0" from column centerline
to column centerline
Both directions
14'-0" from column centerline
to column centerline
Both directions
14'-0" from column centerline
to column centerline
Both directions
CENTERLINE OF
POSTS ABOVE
LINE OF GUTTER
LINE OF ROOF
RIDGE
RIDGE
RIDGE
RIDGE
LINE OF
BEAM BELOW
8:12
SLOPE
8:12
SLOPE
8:12
SLOPE
8:12
SLOPE
BRICK VENEER
LIMESTONE CAP
CEDAR-WRAPPED POST
CEDAR-WRAPPED BEAM
GUTTER
FIBERGLASS SHINGLES
12
8
C
2021 SURROUNDINGS
THIS PLAN IS PROPERTY OF
SURROUNDINGS.
ANY UNAUTHORIZED USE OR
REPRODUCTION OF THIS PLAN, IN
WHOLE OR IN PART IS
PROHIBITED. SURROUNDINGS
WILL USE ALL LEGAL MEANS
AVAILABLE TO PURSUE THE
UNAUTHORIZED USE OF THIS
PLAN OR ANY DESIGN ELEMENTS
CONTAINED THEREIN.
Lanai Foundation Plan
SCALE: 1/4" = 1'-0"
Carlberg Residence
Freestanding Lanai and Patio
Queens Manor - Section 2 - Lot 19
11066 Queens Way Circle Carmel, Indiana 46032
Date
05.11.21
Indiana Design Centert
200 S. Rangeline Road Suite 120A Carmel, Indiana 46032
Description
Plans and
Elevations
Sheet Number
A-03
Lanai Roof Plan
SCALE: 1/4" = 1'-0"
Northeast and Northwest Elevations
SCALE: 1/4" = 1'-0"
Southeast and Southwest Elevations
SCALE: 1/4" = 1'-0"
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"
06/03/21