HomeMy WebLinkAboutA100 - FOUNDATION & BASEMENT PLANUPUPSEW
A201
1
A2013 A201 2
A201
4
Basement
W SW SFURNLVL BEAM
LVL BEAM
COLUMNCOLUMN
15' - 0"
15' - 0"
WALL ROUGH IN ONLY
12' - 4"
40' - 8"
37' - 0"
16' - 0"
6' - 0"
43' - 0"
3' - 6"
18' - 4"
G000
2
RADON PIT
WINDOW WELL
TW3046SUMP
SUMP6"x14" POCKET
6"x14" POCKET
6"x14" POCKET
COLUMN
COLUMN
COLUMN
1
A401
2
A401
FOOTINGS
20x8
HVAC
FOOTINGS
24x24x8
FOOTINGS
24x24x8
FOOTINGS
24x24x8
FOOTINGS
24x24x8 FOOTINGS
24x24x8
2' - 6"
6' - 0"
6' - 11"
1 1/2" SLEEVE
48" DOWN
4" SLEEVE
16" DOWN
3" SLEEVE
12" DOWN
FOOTINGS
20x8 TYP
FOOTING
20x8
24' - 8"11' - 0" 5' - 0"
1' - 4"
9' - 3"
1' - 4"
9' - 3"
4' - 6"
15' - 0"
11' - 4"
40' - 8"
35' - 8"
43' - 0"
16' - 0" 24' - 8"
6' - 0"
37' - 0"
26' - 4"
1
A401
PORCH SLAB
PORCH SLAB
FOOTING POCKET FOOTING POCKET
SLAB SLOPED TOWARDS
DOORS
FOOTING POCKET
FOOTING POCKET
C2017 CALIBRATED CONSULTING
654 Hickory Dr
Tipton, IN 46072
T 765-432-8150
General Contractor:
PROJECT #:
DRAWN BY: CLIFF
24x36 SHEET:
11x17 SHEET:
SCALE
BRYAN RAGAN CONS.
3056 S. 100 E.
TIPTON, IN 46072
T 765-292-2502
F 765-292-2502
CALIBRATED CONSULTING LLC
DATE:JUNE 16, 2020
1/4" = 1'-0"Jennifer BairdNEW HOME310 2nd Street SouthwestCarmel, IN 4603200210
A100
FOUNDATION
& BASEMENT
PLAN
1/8" = 1'-0"
Living Space
Name Area Level
Bedroom 2 215 SF Main Level
Powder 30 SF Main Level
Foyer 43 SF Main Level
Main Bathroom 49 SF Main Level
Laundry 64 SF Main Level
Mudroom 48 SF Main Level
Hearth Room 390 SF Main Level
Kitchen 365 SF Main Level
Coat Closet 11 SF Main Level
Stair 38 SF Main Level
Dining 221 SF Main Level
Closet 2 46 SF Main Level
Pantry 18 SF Main Level
Loft 470 SF Second Floor
Master Closet 66 SF Second Floor
Master Bedroom 271 SF Second Floor
Master Bathroom 113 SF Second Floor
Bedroom 3 202 SF Second Floor
Total Living Space
Level Area
Main Level 1537 SF
Second Floor 1121 SF
Grand total: 18 2658 SF
Non Living Space
Name Area Level
Basement 1544 SF Basement
Garage 630 SF Main Level
Back Porch 129 SF Main Level
Front Porch 152 SF Main Level
Grand total: 4 2455 SF
GENERAL NOTES
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD
VERIFICATION OF EXISTING SITE AND GRADES.
1.
THE CONTRACTOR HOLDS RESPONSIBILITY TO REVIEW ALL
PLANS FOR ACCURACY TO CORRECTLY UNDERSTAND HIS
RESPONSIBILITY OF THE SCOPE OF WORK AND ASSUMES
COMPLETE LIABILITY OF MISUNDERSTOOD DESIGN OR
OMISSIONS IN DESIGN.
2.
STRUCTURAL COMPONENTS ARE DESIGNED AS A CLOSE
APPROXIMATION AND MAY CHANGE AT ANY TIME. IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY NEEDS AND
SIZES EVEN IF SHOWN ON THE PLANS.
3.
CONTRACTORS RESPONSIBILITY TO FOLLOW ALL LOCAL AND
STATE BUILDING CODES
4.
SCHEDULES ARE EXACT MEASURES MEANING NO WASTE
HAS BEEN CALCULATED INTO TOTALS.
5.
FRAMING NOTES
DIMENSIONS -ALL DIMENSIONS ARE PULLED FROM
STRUTURAL FRAMING; TYPICAL NOMINAL LUMBER SIZES ARE
DRAWN ACCURATELY, I.E. 2X4 STUD IS DRAWN 1.5"X3.5",
FRAMED WALLS ARE 2X4 UNLESS NOTED OTHERWISE,
FOUNDATION WALLS ARE 8" UNLESS NOTED OTHERWISE
1.
WALLS -9' CEILINGS ON MAIN, 8' CEILINGS ON BASEMENT,
8' CEILINGS ON SECOND FLOOR, 2X4 INTERIOR WALLS,
2X4 EXTERIOR WALLS
2.
DOOR ROUGH-IN -KEEP DOOR ROUGH-INS A MINIMUM 4-1/2"
AWAY FROM WALL CORNERS TO ALLOW FOR PROPER
INSTALLATION OF CASEWORK
3.
WINDOWS -ANDERSON WINDOWS SERIES PRODUCT NUMBER
SPECIFIED. IF OTHER MODEL OR MANUFACTURER IS USED
PLEASE USE MATCHING WINDOW SIZE.
3. RevisionsNo. Date Description08/28/20
Nick Mishler