The hemlock boards will be used for siding on the two houses. These are 6'' x 1 1/2'' planks of various lengths that will be cut longitudinally into two beveled planks. They will be installed horizontally onto vertical nailing strips on the outside of the walls.
6x2 and 8x2 planks will be used for the second floor floors.
Shorter board of black cherry shown here placed on top of the longer hemlock planks will be used for mouldings and flooring.
Tuesday, September 29, 2009
Thursday, September 24, 2009
Windows and doors: Summary
Elite - Tradition:
- 2 Fixed: Aluminum clad; white
- 11 Double hung: Aluminum clad 4'10'' x 2'6''; white
- 4 Casement: Aluminum clad; white
- 2 Fixed: Aluminum clad; white
- 11 Double hung: Aluminum clad 4'10'' x 2'6''; white
- 4 Casement: Aluminum clad; white
- 1 Double Casement 3'4h x 4w'
- 1 Double Casement: 2'6''hX5''w
- 1 Single casement: 2'6''x2'6''
- 1 single casement: 3'4'' x 2'6''
Windows and doors: Description
Pantry
Second floor
Kitchen
Bedroom
Bathroom:
Cathedral wall:
Living Area (south and east side):
- 1 Casement 2'6''x2'6''
Second floor
Kitchen
Bedroom
Bathroom:
- 1 Double Casement: 2'6''hX5''w
- 1 Double hung: 4'10'' x 2'6''
Cathedral wall:
- 2 Fixed (upper): 4'10'' x 2'6''
- 2 Double hung: 4'10'' x 2'6''
- 1 Casement: 3'4'' x 2'6''
Living Area (south and east side):
- 6 Double hung 4'10'' x 2'6'' :
Tuesday, September 22, 2009
Current foundation system and footprint
This foundation option shows
I've consulted various foundation builders on the feasability of pouring a concrete wall directly onto the bedrock using insulated concreted forms (ICFs). Even the contractors (along with representatives form the ICF manufacturers) willing to do it said that it is less labor intensive and hence cheaper to build a stepped footing directly on the rock, place the ICF's flat on the footing, and pour on the walls onto the footings. It appears any saving in concrete is mitigated by the awkwardness and increased labor costs of scribing the ICF's to the rock.
A 2ft-wide footing also has the advantage of a) being more resistant to washout than a 10'' foundation wall b) not requiring drilled rebar (the rock is undulating and uneven, so that footings will be be held firmly in place), and c) being decoupled from the actual foundation for a certain amount of seismic damping in the event of earthquake.
That makes this the preferred option.
References:
- 2' wide footing on the bedrock.
- 8'' (7 7/8'') foundation wall (2'-4' high) supporting insulated wall truss system
- 8'' pilasters to support posts of timber frame.
- 21/2'' insulated concrete forms (Aarx)
- 2'' Styrofoam SM board on outside of foundation; flush with sheathing from wall system
- High point is on southwest corner of house.
- Footings layed on bare rock; footing for chimney and interior posts anchored to stone
- ICF's put in place, sill anchors and sub-floor utility cut through ICF's, and walls poured
- Weeping tile placed to drain interior; layer of clear stone placed to cover weeping tile; moisture barrier put in place; all interior covered with clear stone
- frame and roof built on foundation walls
- hydronic heating tubing and equipment installed and 4'' hydronic slab poured
I've consulted various foundation builders on the feasability of pouring a concrete wall directly onto the bedrock using insulated concreted forms (ICFs). Even the contractors (along with representatives form the ICF manufacturers) willing to do it said that it is less labor intensive and hence cheaper to build a stepped footing directly on the rock, place the ICF's flat on the footing, and pour on the walls onto the footings. It appears any saving in concrete is mitigated by the awkwardness and increased labor costs of scribing the ICF's to the rock.
A 2ft-wide footing also has the advantage of a) being more resistant to washout than a 10'' foundation wall b) not requiring drilled rebar (the rock is undulating and uneven, so that footings will be be held firmly in place), and c) being decoupled from the actual foundation for a certain amount of seismic damping in the event of earthquake.
That makes this the preferred option.
References:
Tuesday, September 8, 2009
Revised wall system I
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