115 Bridge Street Lower Barn foundationAREA OF EXISTING 2-STORY BARN BASEMENT
AVERAGE FINISHED GRADE AT 121.5'
I
OPEN-SIDED TRACTOR SHED
B B
[Il~-------l1t!l~1 _____________ lf~-----------"-
1 26'-0" l + 1
TRACTOR SHED FOOTING PLAN
6X6 ACQ POST ANCHORED TO SONOTUBE
AVERAGE FINISHED GRADE AT
EXTERIOR: 121.5'
ACME Design
20 Turkey Hill Road
Westhampton, MA
01027
413-587-9470 PH
413-529-2201 F
DISPLACEMENT CALCULATIONS
2'-0''
1 1 l,
8" STEM WALL
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
2800 PSI MINIMUM CONCRETE PAD
#4 E AR AT 8" GRID
SECTION 8-8: 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"
r r ---~-------------B-------------G
'
[}]
A A
4BJ
' -[fil
'
-----'4.--------------~-------------~-------------~
FOOTING PLAN
ACME Design
20 Turkey Hill Road
Westhampton, MA
01027
413-587-9470 PH
413-529-2201 F
WALL FRAMING PER DETAIL
+ 3'-0"
ACME Design
20 Turkey Hill Road
Westhampton, MA
01027
413-587-9470 PH
413-529-2201 F
WALL CONSTRUCTION
' ~ 6X6 ACO 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'
1 O" SONOTUBE PIER
2800 PSi MINIMUM CONCRETE PAD
#4 REBAR AT 8" GRID
l 1
SECTION A-A: TYPICAL PAD FOOTING & PIER SUPPORT FOR NEW LIVESTOCK BARN
115 BRIDGE STREET, NORTHAMPTON