Storey
Volume
SA CO M P N L ST E PE R . N U O RM C T T F I IT O O IN N R G. O R
Material name Gravel or crushed stone, 4'' minimum thickness
Ground floor
34.0
Insulation
Ground floor
120.2
Roof
122.9
Reinforced concrete
Foundation
84.2
Reinforced concrete
Ground floor
34.0
Insulation
B01 -
Design Architect
Bill of quantities 1/2 | cubic feet
Cubic feet materials 1' = 1'-0"
Bill of quantities 2/2 | square feet Storey
Surface
1/2'' Gypsum board
Ground floor
640.4
1/2'' Gypsum board
Roof
552.5
Exterior wooden siding
Ground floor
339.9
Interior wall paint
Ground floor
280.6
Polyethylene moisture barrier
Ground floor
197.2
Roof
190.7
Vapour barrier
Ground floor
292.7
Vapour barrier
Roof
170.9
Ground floor
95.2
Wooden parquet
B02 -
Square feet materials 1' = 1'-0"
SITE PLAN NOTES:
FLOOR PLAND AND ROOF PLAN NOTES:
01. PLANS ARE DESIGNED TO 2015 INTERNATIONAL BUILDING CODES. CONTRACTOR TO VERIFY PLANS CONFORM TO LOCAL BUILDING STANDARDS PRIOR TO CONSTRUCTION.
GENERAL NOTES: 01. PLANS ARE DESIGNED TO 2015 INTERNATIONAL BUILDING CODES. CONTRACTOR TO VERIFY PLANS CONFORM TO LOCAL BUILDING STANDARDS PRIOR CONSTRUCTION.
WALL AND PARTITION NOTES: 01. INSTALL ALL 'ZIP' SHEATING ON WALLS IN HORIZONTAL ORIENTATION, RUNNING PERPENDICULAR TO THE WOOD STUD WALLS.
02. GENERAL CONTRACTOR SHALL VERIFY ALL EXISITNG CONDITIONS IN FIELDD AND NOTIFY OWNER AND ARCHITECT OF ANY DISCREPANCIES IN THE PLANS.
02. INSTALL ALL PEEL AND STICK MEMBRANE OVER ALL JOINTS, HORIZONTAL AND VERTICAL, BETWEEM 'ZIP' SHEATING PANELS. INSTALL PEEL AND STICK MEMBRANE OVER ALL 'ZIP' SHEATING AT WINDOW SILLS AND JAMBS.
02. GENERAL CONTRACTOR SHALL VERIFY ALL EXISITNG CONDITIONS IN FIELD AND NOTIFY OWNER AND ARCHITECT OF ANY DISCREPANCIES IN THE PLANS.
03. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND OTHER TRADES 04. GENERAL CONTRACTOR SHALL VERIFY ROOF OVERHANG ALLOWANCES WITH THE CITY PRIOR TO CONSTRUCTION. 05. ALL DESIGN WORK BEYOND THE PROPERTY LINE OF THE PROJECT, INLCUDING ANY CIVIL ENGINEERING WORK, SHALL BE BY OTHERS.
06. GENERAL CONTRACTOR SHAALL VERIFY POSITIVE DRAINAGE, AT LEAST THREE INCHES EVERY TEN FEET, AWAY FROM BUILDING LINE IN ALL DIRECTIONS. 07. GENERAL CONTRACTOR SHALL REFERENCE CIVIL ENGINEERING DRAWINGS FOR ALL CIVIL AND SITE UTILITY WORK.
03. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND OTHER TRADES 04. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION OF APPLIANCES AND FIXTURES WITH SUB-CONTRACTOR TRADES BASED ON SELECTIONS. INSTALL ALL FIXTURES AND APPLIANCES PER MANUFACTURER'S RECOMMENDATIONS. CONTACT ARCHITECT PRIOR TO INSTALLATION IF OWNER SUBSTITUTIONS AFFECT DESIGN. 05. INSTALL INWALL BLOCKING AS REQUIRED FOR ALL FIXTURES, APPLIANCES AND ACCESSORIES AS REQUIRED TO SUPPORT SAID ITEMS. 06. DO NOT SCALE DRAWINGS. IF REQUIRED DIMENSIONS ARE NOT INDICATED, GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT FOR RESOLUTION.
The original of this drawing is 17''x22''. If thish copy is any other size it has either been reduced or enlarged. Take appropriate precautions accodringly.
GSPublisherVersion 0.0.100.99
GENERAL NOTES:
03. ALL INTERIOR PARTITIONS ARE 2X4s EXCEPT FOR PLUMBING WALLS AND POCKET DOOR WALLS WHICH SHALL BE 2X6s, UNLESS NOTED OTHERWISE.
01. FOUNDATION DEPTH, DESIGN, REINFORCEMENT TYPE AND AMOUNT, AS WELL AS ALL FOUNDATION RELATED DESIGN WORK WILL BE HANDLED BY A LICENSED PROFESSIONAL 02. ALL SUPPORT TRUSSES USED IN THE DESIGN WILL EITHER BE COMERCIALLY BOUGHT OR DESIGNED BY A LICENSED PROFESSIONAL. 03. GENERAL CONTRACTOR SHALL VERIFY THE BILL OF QUANTITY PRIOR TO STARTING CONSTRUCTION. 04. THE BILL OF QUANTITY PROVIDED IS GENERAL AND CONTAINS ALL THE MAJOR MATERIALS. GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPPLEMENTING IT WITH ANY REQUIRED ADDITIONS.
Work Cabin 1.0 ProjectInformation
Roof tiles
FINISH NOTES: 01. ALL INTERIOR WALLS AND CEILINGS SHALL BE GYPSUM BOARD IN ACCORDANCE WITH FIRE RATING REQUIRED BY APPLICABLE CODE.
Author: Arch. Andrei Vasilief
Cover Drawing Information
Material name
_G101 1'
=
1'-0"
2
1
10'-1" 9'-4"
A
P.:
39'-4.8"
A
A
12'
W02
2'-6" 6'
W
95 sq ft
E
N.A:
2'-6" 6'
12'-10" 12' 12'-10"
Parquet
W02
FL.:
F03
W02
1
HP | Sill 1'
Open plan living room
2'-6" 6'
HP | Sill 1'
F01
11'-2"
12' 12'-10"
12'-10"
W
E
12'
12'
HP | Sill 1'
8'-6"
+0'
A
A
HP | Sill 0'
B
9'-4"
1
2
B
S
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
100 -
-4"
D01
B
2'-6" 6'
B
5' 7'
B
HP | Sill 1'
B
A
12'-7" 9'-4"
A
A
A
12'
A
W
A
E
A
1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1"
A
B
A
A
B
B
W02
F02
Entrance
10'-1" 9'-4" 10'-1"
1'-5"
1
2
B
9'-4" 9'-4" 12'-2"
1'-5"
1
B
1 S
B
100 -
Roof framing 3/8" = 1'-0"
Etaj | Upper floor 3/8" = 1'-0"
+11'-6"
W02 Dim.2'-6" x 6'
W02 Dim.2'-6" x 6' +7'
+8' Roof framing
D05
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
D03
+1'
D02
+1'
±0'
±0' 0 Ground floor -1' -1 Foundation
-4"
-1'
100 -
East Elevation 3/8" = 1'-0"
South Elevation 100 3/8" = 1'-0" -
+11'-6"
D01
A
Electrical schedule
Wooden siding
2'-6" 6'
±0' 0 Ground floor -1' -1 Foundation
West Elevation 100 3/8" = 1'-0" 24''x36''. If thish copy is any other size it has either been reduced or enlarged. Take appropriate precautions accordingly.
EWL
5' 7'
4
Switch
1
D01
North Elvation 3/8" = 1'-0"
0. -
EWL
Exterior architectural lighting, attached to the facade
Work Cabin 1.0
Light switch
8
W02
HP | Sill 1'
B
-4"
1'
Door and window schedule
A
ID
Pcs.
Height
Width
Plan view
Frontal view
Description
HP | Sill 1'
EWL
-4"
2'-6" 6'
HP | Sill 0'
2'-6" 6'
Details
3
Exterior wall light
+0'
A
Plan view 2
12'-10" 12' 12'-10"
HP | Sill 1'
Wooden siding
11'-2"
12'-10"
+8' 1 Roof framing
12' 12'-10"
2
2'-6" 6'
Pcs.
Double socket
W02
HP | Sill 1'
+8'-10"
ID
EWL
W02
2
8'-6"
N
Section A 3/8" = 1'-0"
2
+8'-10"
D05
D02
Section B 100 3/8" = 1'-0" -
A
+11'-6"
D03
±0' Ground floor -1' Foundation
-4"
D01
100 -
D06
ProjectInformation
+8' 1 Roof framing
D01 Dim.5' x 7' +7' Wooden siding
B
EWL
D01
1
7'-0"
5'-0"
5' 5'
W02
Electrical plan 3/8" = 1'-0"
Sliding door
W02
4
6'-0"
2'-6"
2'-6" 2'-6"
5
Fixed glass window
Drawing Information
+8'-10"
7'
+7'
W02 Dim.2'-6" x 6' W02 Dim.2'-6" x 6'
D07
6'
Wooden siding
GSPublisherVersion 0.0.100.99
2
S
Parter | Ground floor 100 3/8" = 1'-0" -
+11'-6"
9'-4" 12'-7"
2
S
Foundation 100 3/8" = 1'-0" -
100 The original of this drawing is
2
1'-5"
1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 12'
1'-5"
F04
W
12'-2" 9'-4" 9'-4"
1
SA CO M P N L ST E PE R . N U O RM C T T F I IT O O IN N R G. O R
9'-4"
A
2
Design Architect
1
N
B
E
2
N
B
12' 14'-10"
1
N
B
14'-10"
N
B
Author: Arch. Andrei Vasilief
Foundation | Floor | Roof Plans | Elevations | Sections | Electrical
A101 3/8" =
1'-0"
8
6"
12
6"
10"
4"
9'-1"
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
8"
3"
5'-2"
2"
3"
2"
9'
2" 2"
2'-8"
1"
2x6 stud
Jack stud
7'-1"
8'-2"
9"
1
Exterior door header
King post
2x6 stud
---
9'-8.3"
---
9'-10.6"
---
10'-2.0"
---
8'-2.0"
---
Blocking stud
4"
King post
9'-5.9"
6"
1
6"
1
6"
3
6"
1'-1.9"
6"
6"
Framing elevation | Exterior wall 4/4 1/2" = 1'-0"
---
6"
1
8'-2"
F04 -
9'-5.1"
2"
6"
2"
Framing elevation | Exterior wall 3/4 1/2" = 1'-0"
---
---
12'-5.0"
6"
1
4"
2" 8"
F03 -
9'-4.5"
---
---
2'-6.0"
6"
6"
---
10'-8.0"
---
8'-10.2"
6"
1
9'-3.6"
6"
---
---
11'-6.6"
6"
6"
---
2
8'-8.0"
---
9'-0.5"
6"
1
9'-1.3"
6"
---
11'-6.6"
6"
6"
---
2
---
2'-10.0"
2"
1
8'-10.9"
King post
---
2'-7.3"
2"
6"
2"
1
Rough sill
2"
6"
2"
1
2x6 stud
2"
6"
---
2"
1
King post
5'-1"
8'-8.6"
2"
6"
---
2"
1
8'-6.3"
2"
6"
---
2"
1
8'-3.9"
2"
6"
2"
1
8"
2"
2"
11"
2"
2"
11"
2"
2'-8"
11"
---
3'-3.4"
---
9'-9.2"
---
2'-5.3"
413'-10.1"
348'-10.9"
Rafter 12 Rough sill 8 Sole plate 2 2 Top plate 4 4 Window header 4 Wood deck support 1
---
2"
2"
11"
1'-7.7"
---
2"
2"
11"
---
2'-3.9"
---
2"
2"
11"
8'-2.6"
2'-9.0"
---
1 1 10 106
Cripple stud 4
Rough sill
6"
2"
2'-8"
11"
6"
10'
10'-2"
6'-1"
King post
11"
1
2"
4"
2x6 stud
ID
Wooden framing elements schedule Height Length Number Plan (where (where of Pieces view applicable) applicable)
2"
ID
Wooden framing elements schedule Height Length Number Plan (where (where of Pieces view applicable) applicable)
2"
2'-9"
Window header
9"
1" 2"
Design Architect
4"
4"
SA CO M P N L ST E PE R . N U O RM C T T F I IT O O IN N R G. O R Top plate
0'-8.0"
---
---
5'-4.0"
7'-1.0"
---
Exterior door header
Sole plate
F02 -
Framing elevation | Exterior wall 2/4 1/2" = 1'-0"
The original of this drawing is 17''x22''. If thish copy is any other size it has either been reduced or enlarged. Take appropriate precautions accodringly.
GSPublisherVersion 0.0.100.99
10
701 -
6"
6"
Work Cabin 1.0
Frame elements schedule 1' = 1'-0"
ProjectInformation
Framing elevation | Exterior wall 1/4 1/2" = 1'-0"
Jack stud
Author: Arch. Andrei Vasilief
Framing Drawing Information
8" 4"
2"
F01 -
1
2"
Sole plate
A102 1/2" = 1'-0", 1' = 1'-0"
Design Architect
SA CO M P N L ST E PE R . N U O RM C T T F I IT O O IN N R G. O R Caulking+ Insulation
Roof ridge
Flashing
Interior finish
Double header
Roofing
Ridge board
Window sill detail 1 1/2"= 1'-0"
Siding (see elevations) 1''x3'' Furring @ 16'' OC minimum (alternative 1''x3'' Furring @ 12'' OC for oblique siding Air barrier 1/2'' Aspenite 2''x6'' Studs @ 16'' OC minimum Insulation Vapour barrier 1''x3'' Furring @ 16'' OC 1/2'' Gypsum board
D03 -
PT Sill plate
1/2'' Plywood Sealed joint
Flashing
Concrete slab, 4'' minimum thickness Polyethylene moisture barrier
Roughcast
Finish grade
2'' minimimum rigid insulation
Waterproof membrane
Gravel or crushed stone, 4'' minimum thickness
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
D01 -
Jack studs
D08 -
Exterior wall section 1 1/2"= 1'-0"
Roof ridge detail 1 1/2"= 1'-0"
Asphalt shingles Self adhesive 1/2'' plywood subflooring Minimum 1'' air space Trusses (to be dimensioned by an engineer or appropriate professional) Minimum 8'' insulation Vapour barrier 1/2'' gypsum board
Full studs
PLEASE NOTE: Roof support design and individual components dimnesions will be done by a licenced professional, i.e. structural engineer.
F1 -
Top plate of studd wall frame Ledger Fascia Header
Soffit of pywood or t&g boards Continous screened or slotted vent strip
Triple 2x10 section joists used for truss support
Frieze board
D11 -
D07 -
Eave detail 1 1/2"= 1'-0"
Exterior finish Flashing over drip cap turn up 2''
Slab on grade detail 1 1/2"= 1'-0"
Rabbeted door frame
Concrete foundation
Header sized to span door opening
Interior finish 1/2'' shim space filled with insulation
Crushed stone
Typical foundation footing section
Footind height: minimum 10''
Backfill
D02 -
Ceramic tile Dry-set or latex-portland cement mortar 1/4'' minimum Cement topping for smooth, level surface Concrete slab
Interior casing
Construction Details
Flexible sealant
D06 -
Exterior door head detail 1 1/2"= 1'-0"
Header sized tospan window opening
Exterior finish Flashing over drip cap turn up 2''
5 feet minimum depth
Interior finish
D10 -
Tile flooring and wall finish detail 1 1/2"= 1'-0"
Wood strip flooring Polyethylene film 2x4 wood subflooring Concrete slab
Baseboard trim
Interior partition wall
Provide space for ventilation and expansion of wood flooring along the perimeter
Foundation footing detail 1 1/2"= 1'-0"
D05 -
Window head detail D09 1 1/2"= 1'-0" -
Project no:CD v1
Author: Arch. Andrei Vasilief
Construction details
1/2'' shim space filled with insulation
Footind width: minimum 24''
The original of this drawing is 17''x22''. If thish copy is any other size it has either been reduced or enlarged. Take appropriate precautions accodringly.
GSPublisherVersion 0.0.100.99
Interior wall detail Ceramic tile 1 1/2"= 1'-0" Dry-set or latex-portland cement mortar 1/4'' minimum Gypsum board Mounting clips 2''x3'' Studs @ 16'' OC Mounting clips Gypsum board Two coat gypsum plaster 1/2'' thick
Insulation
Filter cloth
PLEASE NOTE: Roof support design and individual components dimnesions will be done by a licenced professional, i.e. structural engineer.
Exterior door framing 3/4" = 1'-0"
Two coat gypsum plaster 1/2'' thick Gypsum board Mounting clips 2''x3'' Studs @ 16'' OC Mounting clips Gypsum board Two coat gypsum plaster 1/2'' thick
Head casing
4'' diameter drain
Blocking
ProjectInformation
D04 -
Header
Wood flooring detail 1 1/2"= 1'-0"
Drawing Information
Exterior finish
A201 1 1/2"= 1'-0", 3/4" = 1'-0"