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Building Construction Paper 1,Nov/Dec. 2008  
Questions:   1 2 3 4   Main
General Comments
Weakness/Remedies
Strength
Specifications




































































SPECIFICATIONS

FOUNDATION: 675 X 225 concrete strip laid at a depth of 750 below the ground level
FLOORS: 300 hardcore. 150 concrete. 25 cement/sand mortar screed
WALLS: all walls are 225 thick sandcrete hollow blocks with 12 mortar rendering on both sides.
BEAMS/ LINTELS: 225 X 225 reinforced concrete

COLUMNS: 225 X 225 reinforced concrete on 675 x 675 reinforced concrete paid foundation.
DOORS: D1 - 1200 x 2100 glazed metal door

D2 - 900 x 2100 flush wooden door in 50 x 100 hardwood timber frame
WINDOWS All windows are glazed aluminium sliding type expect W4 which is top hung

W1 - 1800 x 1200 (3-bay)

W2 - 1200 x 1200 (2-bay)

W3 - 900 x 600 (2-bay)

W4 - 600 x 600 (Top Hung)

ARCHES Reinforced concrete semi-circular type.

Arch1: Span - 2290

Height - 2700

Arch 2: Span - 3600

Height - 2400

WARDROBE 2175 X 600 with plywood sliding doors in 40 x 75 hardwood timber frame
VERANDAH: Metal balustrade 900 high
THRESHOLD STEPS: Tread - 300 Rise - 150 Width - 1500.
SI - Front gable double 15 from dining parapet wall to verandah. S2 - Right -side gable double pitched 12 from parapet wall.

S3 - From parapet wall to kitchen mono-pitch 15
Parapet 300 above roof. '
Eaves projection - 750.
Verge projection - 750
Height from finished floor to ceiling - 3000.

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