32A_241Q 115 Bridge Street ConservationAREA OF EXISTING 2-STORY BARN BASEMENT
AVERAGE FINISHED GRADE AT 121.5'
0
OPEN -SIDED TRACTOR SHED
B B
o- - - - - - - - - - - - - -
----------
0
TRACTOR SHED FOOTING PLAN
6X6 ACQ POST ANCHORED TO SONOTUBE
ACME Design
20 Turkey Hill Road
Westhampton, MA
01027
413-587-9470 PH
413-529-2201 F
AVERAGE FINISHED GRADE AT
EXTERIOR: 121.5'
— DISPLACEMENT CALCULATIONS
38.8 CU FEET CONCRETE BELOW GRADE
3 CU FEET CONCRETE ABOVE AVG. FINISH GRADE
OF 121.5'
2.625 CU FEET OF 6 X 6 TIMBER BELOW 125' GRADE
8" STEM WALL
2800 PSI MINIMUM CONCRETE PAD
94 REBAR AT 8" GRID
SECTION B-B: TYPICAL FOUNDATION DETAIL
AVERAGE FINISH GRADE = 118.5'
10.9 CUBIC FEET PER FOOTING & COLUMN ASSEMBLY BELOW GRADE
10.9 X 12 = 130.8 CUBIC FEET TOTAL FOUNDATION DISPLACEMENT BELOW GRADE
3.7 CUBIC FEET CONCRETE ABOVE AVERAGE FINISH GRADE OF 118.5'
77 CUBIC FEET OF WOOD FRAMING FROM 119' TO 125'
25'-0"
FOOTING PLAN
ACME Design
20 Turkey Hill Road
Westhampton, MA
01027
413-587-9470 PH
413-529-2201 F
ACME Design
20 Turkey Hill Road
Westhampton, MA
01027
413-587-9470 PH
413-529-2201 F
o WALL CONSTRUCTION
as 6X6 ACQ POST ANCHORED TO SONOTUBE AT 8'-0" O.C.
2 X 6 ACQ FRAMING ATTACHED TO POST HORIZONTALLY
5/8 " PLYWOOD SHEATHING
15# ROOF FELT
METAL SIDING
AVERAGE FINISHED GRADE AT
EXTERIOR: 118.5'
2800 PSI MINIMUM CONCRETE PAD
3'-0"
SECTION A -A: TYPICAL PAD FOOTING & PIER SUPPORT FOR NEW LIVESTOCK BARN
115 BRIDGE STREET, NORTHAMPTON