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
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.
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
03. ALL INTERIOR PARTITIONS ARE 2X4s EXCEPT FOR PLUMBING WALLS AND POCKET DOOR WALLS WHICH SHALL BE 2X6s, UNLESS NOTED OTHERWISE.
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.
Cabin House 2.1 ProjectInformation
03. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND OTHER TRADES
01. FOUNDATION DEPTH, DESIGN, REINFORCEMENT TYPE AND AMOUNT, AS WELL AS ALL FOUNDATION RELATED DESIGN WORK WILL BE HANDLED BY A LICENSED PROFESSIONAL
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
02. GENERAL CONTRACTOR SHALL VERIFY ALL EXISITNG CONDITIONS IN FIELD AND NOTIFY OWNER AND ARCHITECT OF ANY DISCREPANCIES IN THE PLANS.
GENERAL NOTES:
_G101
W02
D01 5' 7'
2'-6" 5'
B
King post
B
11'
Tiles 56 sq ft
3 FL.:
Parquet
N.A:
106 sq ft
P.: 46'-6.2"
P.: 35'-4.3"
D03
FL.: N.A: P.:
Tiles
Parquet
N.A:
18 sq ft
2'-4" 7'
King post
3'-2"
10"
C
±0'
2'-6" 7'
Plumbing
D03
0 N.A:
FL.: Wood finish 249 sq ft
P.: 157'-7.0"
100 -
W
10'-7"
B
B
1
1'
1'
1'
1' 8'-8"
1'
1'
1'
1' 1' 17'-4"
1'
1'
1' 1' 8'-8"
1'
1'
D01 Dim.5' x 7'
W02 Dim.2'-6" x 5'
18'-9"
HP | Sill 2'
D01
18'-9"
Wooden siding
8'
Entrance
20' 17'-4"
+2'
3'-3" 3'-6"
HP | Sill 2'
W01
D01
5' 5'
6'-1" 5'-9" 17'-4"
W02 Dim.2'-6" x 5'
5' 5' 5'-9"
1'
21'-4"
2
8'-8"
±0' 0 Ground floor -1' -1 Foundation
G
3'-5" 3'-8" 3'-6"
100 -
South Elevation 3/8" = 1'-0"
3
1'-4"
+14'-10"
+15' 3 Roof
A
B
Wooden siding W02 Dim.2'-6" x 5'
6'-9"
G
100 Roof framing 3/8" = 1'-0" accordingly. The original- of this drawing is 36''x48''. If thish copy is any other size it has either been reduced or enlarged. Take appropriate precautions
D
+14'-10"
5'
E
D03
1
7'-0"
2'-6"
Interior solid leaf side hung door
7'
E
2'-6" 2'-6"
W01 Dim.5' x 5' +7'
Wooden siding
W01 Dim.5' x 5'
+8' 1 Roof framing
4
7'-0" 2'-4"
D04
1
7'-0"
2'-6"
Interior solid leaf side hung door
2'-4"
Interior solid leaf side hung door
7'
+8'-3"
D03
2'-6"
W01
4
5'-0" 5'-0"
5'
2'-6"
F
5'
F
5'
20'
W02
+2'
4
5'-0"
2'-6"
2'-6"
Double side hung window Side hung window with 1 opening
G
1'
9' 1
17'-4" 20'
9'
±0'
1' 2
-1' 3
Roof 3/8" = 1'-0"
100 -
±0' 0 Ground floor -1' -1 Foundation South Elevation 3/8" = 1'-0"
Cabin House 2.1
Design Architect: Arch. Andrei Vasilief
Foundation | Floor | Roof Plans
17
G
100 -
+15' 3 Roof
A
Door and window schedule Heig Plan Frontal ID Description Pcs. ht Width view view Glazed exterior D01 3 7'-0" 5'-0" side hung 5' double door 7'
A
3
South Elevation 3/8" = 1'-0"
ProjectInformation
F
±0' 0 Ground floor -1' -1 Foundation
100 -
8'
E
N
-1'
8'
A
+8' 1 Roof framing
C
W
E
D
+7'
W02 Dim.2'-6" x 5'
+2'
C
D
D01 Dim.5' x 7'
E
C
1' 1'-1" 1'-2" 1'-10" 4'-2" 3'-6" 2
D01 Dim.5' x 7'
Drawing Information
1'
+7'
+8'-3"
1' 1' 6'-9" Truss
8'-8"
+7'
+8' 1 Roof framing
3'-6"
A
1' 1'-10" 1'-2" 1'-2" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 1' 1' 3'-6" 8' 8' 39'-2"
Ridge beam
G
GSPublisherVersion 0.0.100.99
1'-11"
5' 5'
A
SA M PL E. N O T
1'
Top plate
3'-6" 4'-2"
F
1'-4"
1'
1'
9'-5" 1' 11" 11" 11" 11" 11" 11" 11" 11" 11" 11"
3'-6" E
1
+8'-3"
9'-5"
1'
6'-9" 1' 1' 1' A
8' 5' 5'
3 3'-6" 4'-2" 1' 1'-1" 1'-2" 1'-10"
Top plate
8' 8' 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 1'
W
D
Asphalt shingles
6'-9"
1'
W01
F02
Ground floor 3/8" = 1'-0"
2
A
C
+15' 3 Roof
F
39'-2"
1'
+14'-10"
8'
1'
100 -
5' 5' 5'-10"
King post
8'
1'
HP | Sill 2'
3'-6"
1'
South Elevation 3/8" = 1'-0"
Jack studs
King post
FO R
1'
1'
9'-5"
1'
W01
5' 7'
35'
1'
A
16'-5"
HP | Sill 2'
3
1' 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 1'-2" 1'-2" 1'-10" 9'-5" 3'-6"
1'
305 sq ft 70'-0.5"
King post
G
Foundation 3/8" = 1'-0" 8'-8" 1' 1'
Parquet
CO N ST RU CT IO N
20'-10" 2
1'
5' 5'
3'-6"
17'-4"
FL.:
5' 7'
E
3'-4" 3'-6" 3'-4" G
1
B
F
3'-6"
G
8'-8" 1' 1'
1
P.:
8'
8'
F
3'-6"
F
1
Open plan living room
N.A:
E
+0'
±0' 0 Ground floor -1' -1 Foundation
Jack studs
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
100 -
5' 5'
A
E
17'-4"
Island or dining table
3'
E
W01
8' 5' 5' A
2'-11" Entrance
2'-11" F01
A
Jack studs
EI01
D
O R
D
E
King post
33'
D
33' 14'-9"
King post
E
14'-9" 39'-2"
14'-9"
W
39'-2"
F03
D
W01 Dim.5' x 5'
-1'
Covered porch
P.: 17'-5.9"
12 sq ft 13'-10.7"
FL.:
2'-6" 5'
2'-4" 7'
5
2'-4" 7'
6'-9"
D03
Laundry | Technical
2
D03
2'-6" 7'
5'-10"
Dressing room
3'-7"
4'-2"
W
3'-3" D04
10"
3'-7"
C
D03 2'-4" 7'
C
18'-1"
F05
+8' 1 Roof framing
Wooden siding
HP | Sill 2'
King post
W02
FL.:
W01 Dim.5' x 5'
9'-5"
4
Animo Regis SRL
+8'-3"
Bedroom
9'-1"
9'-5"
9'-5"
5'-5"
2'-6" 5'
W02
HP | Sill 2'
HP | Sill 2'
Bathroom
N.A:
C
Asphalt shingles B
HP | Sill 2'
Design Architect
3'-4" 3'-6" 3'-4"
B
+15' 3 Roof
A
F04
W02
+14'-10"
.
A
5'-9" 6'-6"
3
PE RM IT IN G
A
3'-5" 3'-6" 3'-6" 3'-4"
2
3'-3" 3'-6" 3'-6"
5'-10" 6'-6"
3'-6"
A
9'-5"
18' 17'-4" 5'-9" 5' 7'
1
3'-6"
2'-6" 5'
3
10"
17'-4"
2
20'-10"
9'-1"
1
A101 3/8" = 5/4/2022
1'-0"
D08
100 -
Section B 3/8" = 1'-0"
3'-4" 3'-6" 3'-4"
9'-5"
18'-1"
Pcs.
Plan view 2
Double socket
2'-7"
10
EWL
10
Exterior architectural lighting, attached to the facade
EWL
1
WL
2
H
Hanging from the ceiling
WL
WL
H
Junction box
1
2
Kitchen built-in light
1
Built into the kitchen
Pendant Light
2
Hanging from ceiling
Switch
8
Wall light
12
2'-7"
1'-10" Sink
2 WL
P
2'-6" 5'
W02
WL
5' 7'
WL
5' 7'
10"
HP | Sill 2'
D03
3'-2"
D03
2'-11"
5'-9" 6'-6"
2'-6" 7'
+0'
HP | Sill 2'
WL
Attached to interior wall
HP | Sill 2'
ID
Pcs.
3 seater sofa
1
Plan view
6'-8"
2'
3'-5" 3'-6" 3'-6" 3'-4"
W02
Armchair
1
2'-5"
1
7'-1"
3
Carpet
3'-3" 3'-6" 3'-6"
9'-5"
ID
Pcs.
Coffee table
1
Indoor heat pump unit
±0'
Plan view
ID
Pcs.
Shower cabin
1
9'
Island or dining table
1
ID
Pcs.
Wall mounted TV
1
Washer and dryer
1
Cabin House 2.1
Plan view
4'
2'-10"
Single vanity
1 2'-2"
7'-10"
1
Plan view
W
2'
11 Toillet
1
6'-3"
1'-2"
A
B
C
D
E
F
G
A
The original of this drawing is 24''x36''. If thish copy is any other size it has either been reduced or enlarged. Take appropriate precautions accordingly.
Kitchen elevation 3/4" = 1'-0"
2'
2'-6" 5'
EWL
2'-6" 5'
EWL
EWL
EWL
3'-5" 3'-8" 3'-6" 3
8'
Dishwasher
EI01 -
2
1'
2
Electrical plan 3/8" = 1'-0"
33' 14'-9"
Cooktop base
1'-10"
46
W02
3'-3" 3'-6"
1'-10"
Light switch
EWL
11'
5'-10"
2
WL
WL
HP | Sill 2'
P
2'
2'
2
2
W01
5' 5' 5'-9"
D01
2'-4" 7'
Storage
1'
2'-4"
H
21'-4"
D01
2'-4" 7'
Backsplash
3'
B
18' 17'-4" 5'-9" 5' 7'
9'-1"
D01
5' 7'
1'-10"
6'-8"
P
2
2
2
10'-7"
16'-5"
3'-7"
Storage
5'-8"
2
WL
2
6'-1" 5'-9" 17'-4"
EWL
B
18'-9"
Built-in hood
2'-7"
Built in refrigerator
D03
5' 5'
Storage
11"
5'-10" 6'-6"
10"
Hanging light
EWL
9'-1"
WL4'-2"
3'-7"
2'-6" 5'
W02
5'-5"
2'-6" 7'
18'-9"
HP | Sill 2'
2'-4" 7'
1'-10"
Built in LED light
D03
D04
3'-3"
D03
2'-11"
HP | Sill 2'
W01
5' 5' 5'-10"
5' 5'
2'-4" 7'
1'-10"
8"
WL
WL
HP | Sill 2'
2'
1'-10"
10"
EWL
5' 5'
Exterior wall light
1'-10"
1'
W01
5' 5'
EWL
1'
1
HP | Sill 2'
Range hood exhaust
Details
2'
W01
ID
2'
3'
6'-9"
A
8' 5' 5'
B
33'
C
D
E
F
G
1'-11"
8' 5' 5'
A
0. -
Electrical schedule
701 -
ProjectInformation
Section A 3/8" = 1'-0"
3'-4" 3'-6" 3'-4"
GSPublisherVersion 0.0.100.99
D01
Furniture schedule 1' = 1'-0"
Drawing Information
100 -
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
2"
D01
D02
D09
2'
±0' Ground floor -1' Foundation
D10
D09
1'-11"
D02
D06
4'-2"
D04
D11
11"
D05
D03
11"
+8' Roof framing
D03
5'-3"
D07
Truss will be designed by a licenced professional or commercially bought
2'-1"
+15' Roof
Design Architect
SA CO M P N L ST E PE R . N U O RM C T T F IT IO O IN N R G. O R PLEASE NOTE: Trusses will either be commercially purchased or designed by a licensed professional, i.e. a structural engineer
Author: Arch. Andrei Vasilief
Sections | Electrical Layout | Kitchen Elevation | Furniture Schedule
A102
3/8" = 1'-0", 3/4" = 1'-0", 1' = 1'-0"
10'-6.3"
8
2'-10.0"
Porch stud 4x4
701 -
2'-8.0"
1
---
2'-10.0"
1
---
---
---
6'-5.0"
9'-1.3"
33'-3.5"
1
3" 3"
3'-0.1"
---
5'-10.5"
6"
21'-4.0"
---
39'-3.6"
---
3'-5.0"
2"
---
Rough sill
1
1
---
9'-1.1"
---
15'-8.6"
1454'-10.7"
17'-10.5"
---
---
3'-2.0"
5'-5.3"
6"
---
3'-4.0"
Exterior door header
---
1
---
3
---
---
4" 11" 2"
5'-2"
2" 1'-3" 1'-3" 2"
Sole plate
5'-2"
2" 1'-3" 11" 10" 10" 10" 1'-8" 8" 11"
---
---
1'-10.0"
3'-0.0"
4'-0.0"
6"
1
---
2
4
---
---
Blocking stud
6
---
---
1'-2" 1'
10"
2"
2'-8"
2"
4"
Cripple stud
Framing elevation | Exterior wall 4/4 3/8" = 1'-0"
2" 2'-8"
2"
11" 11" 11" 2" 2'-8"
2"
4"
Trimmer stud
Roof tiles
16'-9.0"
2x3 stud
6"
2'-10"
9" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 9"
Bill of quantities 2/2 | square feet
2'-10" 6"
31'-9.0"
Material name
Porch beam
16'-8.9"
Porch Rafter
3'-4.0"
F05 -
Framing elevation | Interior wall 1/2 3/8" = 1'-0"
5'-10.5"
9'-1.1"
Material name
2'-9.5"
31'-9.0"
C -
Porch section 3/4" = 1'-0"
Storey
Surface
1/2'' Gypsum board
Ground floor
2,376.5
1/2'' Gypsum board
Roof
2,423.6
Exterior deck flooring
Ground floor
260.5
Exterior wooden siding
Ground floor
653.0
Floor tile
Ground floor
72.1
Interior wall paint
Ground floor
1,374.7
Polyethylene moisture barrier
Ground floor
948.0
Roof
1,138.2
Ground floor
639.0
Storey
Volume
Gravel or crushed stone, 4'' minimum thickness
Ground floor
168.6
Roof tiles
Insulation
Ground floor
308.0
Vapour barrier
Insulation
±0'
3'-4.0"
Frame elements schedule 1' = 1'-0"
9"
Interior door header
Exterior deck flooring
4
2"
Framing elevation | Exterior wall 3/4 3/8" = 1'-0"
Bill of quantities 1/2 | cubic feet
3"
---
5'-11.3"
4"
Jack studs
Porch beam
3"
---
5'-2"
Blocking stud
+6'-9"
2
2"
Top plate
2090'-1.3"
+7'-6"
6"
7'-8.0"
1
9"
F04 -
F03 -
3"
---
Framing elevation | Exterior wall 2/4 3/8" = 1'-0"
3'-3.0"
---
2"
524
1'
Cripple stud
2'-9.5"
---
10"
Top plate
King post
52
1
---
2'-8.0"
6"
---
---
21'-1.0"
1'-3.3"
6"
8'-5.5"
---
F02 -
24
---
2"
Rough sill
1'-3.0"
---
3"
7'-11.5"
---
Design Architect
1'-2" 1'-10"
2'-8"
King post
1'-1"
---
3"
2" 2" 2" 2"
5" 2"
Roof
518.2
Reinforced concrete
Foundation
1,148.6
Reinforced concrete
Ground floor
168.6
B01 -
Cubic feet materials 1' = 1'-0"
Vapour barrier
Roof
752.6
Wall tile
Ground floor
356.9
Wooden parquet
Ground floor
450.0
B02 -
Square feet materials 1' = 1'-0"
Cabin House 2.1 ProjectInformation
---
The original of this drawing is 24''x36''. If thish copy is any other size it has either been reduced or enlarged. Take appropriate precautions accordingly.
GSPublisherVersion 0.0.100.99
5"
5'
6" 6"
6"
1
1
6"
72
2"
4
2"
4
5'-4"
Top plate
Porch Rafter 2
1' 11"
1'-2"
---
Sole plate
3"
6
2"
4
2"
2
1'
2x6 stud
+8'-2"
2
1'
Author: Arch. Andrei Vasilief
Framing elevations | Bill of quantities Drawing Information
1
2"
1
2"
1
2"
Porch beam
1'
5'
6
6"
6"
6"
15
10"
1'-10"
5'-0.0"
1
King post
2"
1'-1"
---
6"
3" 6"
5'-2"
Wood deck support
1
2"
8
2'-10.0"
2"
Blocking stud
Window header
5'-8.0"
2
Jack studs
---
4"
Top plate
Top plate
Window header
1
5
5'-8.0"
7'-1"
3"
1
King post
6'-10"
Interior door header
---
---
Blocking stud
5'-0.0"
4
4
5'-0.0"
Framing elevation | Exterior wall 1/4 3/8" = 1'-0"
1'-10"
6"
3
---
---
2'-10.0"
---
6"
Exterior door header
1'-6.0"
6"
6"
2"
4
Cripple stud
Sole plate
1'-10"
---
Rough sill
1'-1"
2
2" 1'-3"
2x6 stud
F01 -
1'-2"
---
2
2
Cripple stud 8
0'-9.3"
8'
Window header
---
6"
2"
6"
---
5'-2"
32'-5.7"
Rough sill
12
7'-11.5"
Window header
6'-10"
2"
---
6"
2" 1'-3" 1'-3" 2"
Trimmer stud
5'
0'-11.5"
14
5'-2"
---
2"
6"
7'-1.0"
---
1
2"
8
3"
2"
2"
---
Ridge beam
Blocking stud
11" 11" 11" 11" 11" 11" 11" 11" 1' 11" 8" 10" 10" 10" 10" 10" 11" 1'-3" 2"
Trimmer stud
2"
7'-11.5"
16'-9.0"
2"
2"
6"
---
1'
64
56
8
---
Rafter
2x6 stud
Blocking stud Top plate
5'
---
6"
7'-7.0"
6"
8'-2.3"
4"
2"
3"
Wooden framing elements schedule Number Plan Height (where Length(where ID of Pieces view applicable) applicable)
2"
62
2"
15
4"
2x3 stud
Wooden framing elements schedule Number Plan Height (where Length(where ID of Pieces view applicable) applicable)
SA CO M P N L ST E PE R . N U O RM C T T F IT IO O IN N R G. O R
Wooden framing elements schedule Number Plan Height (where Length(where ID of Pieces view applicable) applicable)
A103
3/8" = 1'-0", 1' = 1'-0", 3/4" = 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"