Canterbury Estates Condominiums

General Construction Specifications:

(Final Contract Specifications will take priority)

Concrete:

- Piled foundation including piles for structural floor
- 8" x 16" concrete footing (20 mpa)
- 8" x 8' concrete walls reinforced on piles as per engineer's design (25 mpa).
- Weeping tile around perimeter of footing drained directly into sewer with crushed rock over.
- 8" x 30" grade beam over piles reinforced as per engineer's design. (25 mpa).
- Poured concrete sidewalk in exposed aggregate as per plans
- Structural Basement floor poured with expansion board on perimeter, 6" void form, 6 mil vapour barrier, reinforcing steel, average 5" concrete (25 mpa)
- Reinforced concrete front step with handrail as required
- Structural garage floor with separation pit.

Framing:

· 3/8" O.S.B wall sheathing and 7/16" O.S.B. roof sheathing with H clips
· Floor trusses 24" o.c. over steel beam as required.
· 3/4" T & G O.S.B. sub floor glued and screwed with 3/8" fir underlay or equal under tiles
· 2 x 6 wait studs, 24" on centre (spruce) on exterior walls and 2 x 4 studs 16" on centre on partitions with double 2 x 4 party walls.
· Engineered roof trusses 24" on centre 5/12 pitch as per plans.
· R20 wall insulation and R40 loose fill ceiling insulation, 6 mil vapour barrier, caulked and sealed.
· Insulated and dry walled garage. (Ready for primer and paint by others)
· Party walls are fiber insulated with sound bar installation
· 9' walls on main floors

 

NOTE:
The Developer reserves the right to make reasonable alterations to the plans and reasonable substitutions to the specifications included therein, provided that such alterations and substitutions comply with local building requirements. Prices subject to change without notice.