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 1.1 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.
Project no:PC.2201
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
17'-4"
2
20'-10"
3
B
1
3'-6" 11"
17'-4" 11'-1"
2'-6" 5'
King post
A
+14'-10"
3'-6" 3'-5"
1'
Animo Regis SRL
2'-6" 5'
Asphalt shingles
A
Anthony Culligan
A
4'-5"
8'
W4'-6"
11'-10" Bathroom FL.:
W01 Dim.5' x 5'
+8'-3"
W01 Dim.5' x 5'
W01 Dim.5' x 5' +8' 1 Roof framing
5
Tiles
N.A:
10"
Laundry
4
FL.:
49 sq ft
Tiles D02
N.A:
P.: 31'-10.9"
2'-6" 7'
7'-1"
7'-1"
D02
HP | Sill 2'
18 sq ft
P.: 17'-1.1"
Plumbing
King post
+7'
King post
F06
B
B
Wooden siding
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
B
+15' 3 Roof
King post W02
10"
B
3
King post
W02
HP | Sill 2'
7'-1"
2'-6" 5'
F04
10"
A
2
21'-5"
8'-1" 7'-1"
1
Design Architect
N
Client
B
2'-6" 7'
N
2'-6" 5'
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
King post
Jack studs
+2'
King post
5' 7' 6'-3"
Entrance
D01
P.:
5' 7'7'-6" 33'-5"
257 sq ft
Jack studs
64'-2.0"
5' 7'
Entrance
N.A:
E
F03
D01
HP | Sill 2'
5' 5'
Parquet
±0' 0 Ground floor -1' -1 Foundation
C
2'-6"
2'-6"
Open plan living room FL.:
±0'
-1'
16'
W01
5' 5'
HP | Sill 2'
Island or dining table
Jack studs
W01
A
5' 7'
+0'
1
5' 5'
A
5' 5'
F01
33'-5" 7'-6"
E
7'-6" 32'-10"
32'-10" 7'-6"
A
C
W
C
W
C
6'-3"
6'-3"
6'-3"
EI01
100 -
West Elevation 3/8" = 1'-0"
-1'
A
+14'-10"
+15' 3 Roof
F05
D
D03
2'-6" 7'
D
2'-10"
D
D03
2'-6" 7'
Fireplace
King post
Asphalt shingles
D
King post
King post
Study
N.A:
42 sq ft
Bedroom 2
P.: 26'-4.5"
5'-6"
1'-7"
King post
HP | Sill 2'
1'
3
5' 5'
5' 5'
21'-5"
1
3'-5" 3'-6"
1'
B
N
8'-8"
3
B
1
2
9'
+14'-10"
1'
D
8'-6" 1' 11" 11" 11" 11" 11" 11" 11" 1' 9" 1'
1'
Truss
Top plate
Truss
E
F
1'
1'
1'
1'
1' 1' 8'-8"
1'
1'
1'
1'
1'
20'-10"
1
1'
1' 1' 8'-8"
1'
1'
Width
7'-0"
5'-0"
Plan view
Frontal view
Description Glazed exterior side hung double door
5'
2
7'-0"
2'-6"
Interior solid leaf side hung door
2'-6" 2'-6"
7'-1"
7'-1"
W01 Dim.5' x 5'
D03
+8' 1 Roof framing
+7'
2
7'-0"
2'-6"
2'-6"
Interior solid leaf sliding door
2'-6"
W01
5
5'-0"
5'-0"
5'
N
Double side hung window
5'
W02
2
5'-0"
2'-6"
2'-6"
Side hung window with 1 opening
2'-6"
13
6'-3"
6'-3"
+2'
±0'
±0' 0 Ground floor -1' -1 Foundation
-1'
A
100 -
7'-6"
A
C
30'
C
30'
C
D
D
E
W02 Dim.2'-6" x 5'
+8'-3"
E
1' F
9'
F
3
17'-4" 20'
1
B
100 -
9'
W02 Dim.2'-6" x 5'
+8' 1 Roof framing
Wooden siding
+2'
1' F
±0' 2
S
Roof framing 3/8" = 1'-0"
+15' 3 Roof
D
+7'
E
South Elevation 3/8" = 1'-0"
A
+14'-10"
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 accordingly.
GSPublisherVersion 0.0.100.99
D02
B
1' 10" 10" 10" 10" 3'-6" 2
S
100 -
1'
W01 Dim.5' x 5'
+8'-3"
8'-6"
1'
A
Rafter
2
Height
5'
1'
Top plate
B
1'
Ridge beam
B
7'-6"
Truss
D01
Pcs.
Wooden siding
8'-6"
Rafter
1'
W
C
29'-4" 13'-9"7" 1' 1' 9" 11" 11" 11" 11" 11" 1'
B
ID
+15' 3 Roof
A
32'
Top plate
A
W
Rafter
A
E
10" 10" 10" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 3'-6" 8'-6" 7'-6" 6'-3" 7'-1" 32'-10"
7'-1" 1' 10" 10" 10" 10" 10" 10" 1'
A
Door and window schedule
1'
9'
1'
1'
20' 17'-4"
3
ProjectInformation
8'-8"
3'-6" 4'-3"
East Elevation 3/8" = 1'-0"
-1'
3
B
Roof 3/8" = 1'-0"
100 -
±0' 0 Ground floor -1' -1 Foundation
North Elvation 3/8" = 1'-0"
Cabin House 1.1
Design Architect: Arch. Andrei Vasilief
Foundation | Floor | Roof Plans Drawing Information
2
17'-4"
100 -
5'
1
Ground floor 3/8" = 1'-0"
7'
B
±0' 0 Ground floor -1' -1 Foundation
3
Foundation 100 3/8" = 1'-0" -
N
±0'
F
3'-5" 3'-6"
2
S
100 -
5' 5'
6'-1" 17'-4"
5'
B
Wooden siding
E
2
W01
F02
3'-6"
20'-10"
1 S
W01
32'
17'-4"
King post
E
F
+8' 1 Roof framing
+7'-6"
7'
F
+8'-3"
10"
HP | Sill 2'
3'-5"
3'-6"
3'-6"
3'-6" F
84 sq ft
10"
E
N.A:
10'-11"
5' 5'
E
Parquet
D01 Dim.5' x 7'
P.: 37'-1.5"
King post
E
FL.:
D01 Dim.5' x 7'
7'
10"
Parquet
9'-5" 8'-6"
5' 5'
FL.:
8'
HP | Sill 2'
W01
5' 5'
8'-6"
8'-6"
8'-6"
3
A101 3/8" = 5/3/2022
1'-0"
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
D07
+8' Roof framing
+15' Roof
PLEASE NOTE: Trusses will either be commercially purchased or designed by a licensed professional, i.e. a structural engineer
Truss will be designed by a licenced professional or commercially bought
Design Architect
D08
+15' Roof
+8' Roof framing
D03
D03
D11
D05
D06
D04
D02
D02
D09
±0' Ground floor -1' Foundation
D01
D01
Details
Exterior wall light
14
1'
6
Storage
EWL
1'-10"
Hanging light
2
H
10"
1
21'-5"
2 2
2'-8"
Switch
8
Wall light
9
Attached to interior wall
WL
ID
1
6'-8"
Coffee table
Pcs.
1
Fireplace
Pcs.
1
1
5'-4"
Carpet
1
7'-1"
8'-1" 7'-1"
9'
Double bed with bedside tables
Plan view
ID
Shower cabin
1
Pcs.
1
7'-10"
Indoor heat pump unit
1
Island or dining table
1
Plan view
1
2'
6'-7"
Armchair
1'-11"
Kitchen elevation 3/4" = 1'-0"
ID
Toillet
Pcs.
1
2'-10"
Single vanity
1
Wall mounted TV
Plan view
1
ID
Washer and dryer
Pcs.
1
Plan view
W
2'
1'-2"
19 4'
2'-7"
7'-10"
Stool
4
10'-1"
Wardrobe
1 7'-10"
1'-5"
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.
Cabin House 1.1
A
B
C
-1'
D
E
F
701 -
GSPublisherVersion 0.0.100.99
ID
2'
2'
Desk with chair
3
5' 7' 6'-3"
Plan view
2'
3'-6" 3'-5"
2'-6"
1'-10"
ProjectInformation
Plan view
6'-8"
2
1'
3 seater sofa
Pcs.
1'-10"
WL
10"
5' 7'
EWL
5' 7'
EWL
5' 7'7'-6" 33'-5"
2'
EI01 -
2'
ID
2'-4"
2'-6" 5'
W02
2'-6" 5'
2
2
3
Electrical plan 3/8" = 1'-0"
9'-5" 8'-6"
1'-10"
Light switch
2'-5"
3'-5" 3'-6"
Dishwasher
43
HP | Sill 2'
4'-6"
D02
+0'
WL
10"
3'-5" 3'-6"
D01
Hanging from ceiling
P
2
2
D03
WL
P
P
1'
2
D01
2
Cooktop base
3'
17'-4" 11'-1"
EWL
WL
2
H
H
2
10'-11"
HP | Sill 2'
W01
5' 5'
2'-6" 7'
2'
Built into the kitchen
Sink
Pendant Light
Storage
1'
2
21'-5"
2'-6" 7'
1'-11"
7'
Kitchen built-in light
8"
1
1'-11"
2
2
11'-10"
WL
WL
EWL
6'-1" 17'-4"
5' 5'
1'-10"
Backsplash
4'-3"
4'-5"
Junction box
1'-5"
16'
WL
D03
8'
2'
Hanging from the ceiling
Built in refrigerator
2'-6" 7'
Storage
Built in LED light
2'-6" 5'
W02
HP | Sill 2'
D02
2'-6" 5'
Built-in hood
Furniture schedule 1' = 1'-0"
Drawing Information
WL
WL
2'-6" 7'
2'-8"
Exterior architectural lighting, attached to the facade
HP | Sill 2'
5'-6"
2
10"
HP | Sill 2'
2
W01
5' 5'
5' 5'
HP | Sill 2'
1
11"
2
1'
1
HP | Sill 2'
Plan view 2
Double socket
10"
EWL
W01
5' 5'
EWL
5' 5'
10"
W01
Pcs.
2"
8'
5' 5'
W01
5' 5'
2'-6"
ID
1'-8"
5' 5'
7'-1"
2'-1"
2'-10"
6'-3"
Section B 3/8" = 1'-0"
Range hood exhaust
2'
5' 5'
Electrical schedule
A
33'-5" 7'-6"
8'-6"
1'-7"
B
3'-5"
C
D
E
F
0. -
3'-6"
100 -
Section A 3/8" = 1'-0"
A
100 -
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
2'
±0' Ground floor -1' Foundation
D10
D09
Project no:PC.2201
Author: Arch. Andrei Vasilief
Sections | Electrical Layout | Kitchen Elevation | Furniture Schedule
A102
3/8" = 1'-0", 3/4" = 1'-0", 1' = 1'-0"
Height Number ID Plan view (where of Pieces applicable)
3"
2"
8'-2.3"
Blocking stud
Length (where applicable)
---
3'-1.4"
4
---
2x6 stud
1'
28'-9.0"
10" 10" 10" 10" 10" 10"
1'
Window header
5"
5'-4"
6" 10" 10"
5'-4"
2"
---
3'-2.4"
9
---
---
5'-11.3"
6"
2"
0'-11.5"
2"
52
---
4'-0.0"
---
---
10
4"
7'-7.0"
7'-11.5"
---
F01 -
Framing elevation | Exterior wall 1/4 3/8" = 1'-0"
King post
---
2'-10.0"
---
Window header
4"
6"
---
1"
1"
1" 1" 10"
5'-2"
56
---
10'-6.3"
3
6"
---
King post Blocking stud
Window header
1'
1'
1'
1'
1" 10" 1"
5'-2"
5'-0.0"
1"
1"
1"
4" 4"
1"
Rough sill
2'-9"
11"
1'
1'
1'
1'
4" 2" 2" 4"
1'
1'
1'
1'
1" 10" 1"
2'-8"
Rough sill
6"
Cripple stud
2x6 stud
2"
2"
1'-6.0"
Top plate
Top plate
Rafter
6"
Sole plate
Blocking stud
2
Cripple stud 7
0'-9.3"
6"
2
4"
2"
3"
1'-1"
16'-9.0"
Window header
Porch stud 4x4
8
5'-4"
Trimmer stud
2"
1
6"
---
10
Blocking stud 7
7'-11.5"
2"
2"
6"
6" 11" 1'-1"
Trimmer stud
Rough sill
Cripple stud
57
King post
Top plate
---
1
2x6 stud
Height Number ID Plan view (where of Pieces applicable)
6"
2"
1
52
Length (where applicable)
6"
2x3 stud
Length (where applicable)
Wooden framing elements schedule
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
Height Number ID Plan view (where of Pieces applicable)
Wooden framing elements schedule
Design Architect
Wooden framing elements schedule
---
5'-8.0"
Top plate
Cripple stud
6"
8'-5.5"
---
2" 2" 2"
6"
3'-5.0"
---
3'-6.1"
King post
Blocking stud
2x6 stud
1' 11" 11" 11" 11" 11" 11" 11" 1'
5" 1" 1"
King post
1" 5" 1" 1" 9" 10" 1"
5'-2"
5'-3"
5"
---
21'-4.0"
---
32'-11.8"
---
3'-6.0"
5'-8.0"
2'-6.1"
3
F03 -
Framing elevation | Exterior wall 3/4 3/8" = 1'-0"
King post
6'-6.9"
---
17'-10.5"
1
1
---
---
4'-5.5"
18
7'-4.7"
8'-0.5"
33
426
2"
3"
---
Blocking stud
Top plate
2"
---
1
6"
2" 2"
6'-5.0"
---
3'-4.1"
---
3'-4.0"
1298'-7.7"
1719'-2.9"
Interior door header
Interior door header
2x3 stud
1'-2"
Blocking stud
Top plate
Interior door header
---
1' 10" 10" 10" 10" 10" 10" 1'
Sole plate
1
---
---
Jack studs
Sole plate 1
Framing elevation | Exterior wall 4/4 3/8" = 1'-0"
Top plate
5'-0.0"
1
---
0'-2.0"
Framing elevation | Exterior wall 2/4 F04 3/8" = 1'-0" -
2'-10.0"
---
6
6"
---
---
F02 -
Exterior door header
1
3"
1
7'-11.5"
---
0'-1.0"
2'-10.0"
---
6"
8'-2.3"
6"
2"
6"
2"
1
---
---
2"
2
6"
2"
3"
Porch beam 1
1
2"
2'-10.0"
2
King post 17
29'-9.0"
1
6"
---
4
8
---
1
Jack studs 4
1
Rough sill
3"
4
5'-0.0"
2"
Interior door header
---
Wood deck support
2"
6"
2
Ridge beam
2"
Exterior door header
2" 2" 2'-8" 1" 9" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 9" 1" 2'-8"
1" 1" 1" 2" 1" 1" 2" 2'-7" 9" 11" 11" 11" 8" 1'-1" 11" 9" 1" 2'-7" 9" 11" 11" Sole plate
Sole plate
Jack studs
3'-2.0"
1
---
---
8'-10.2"
Roof tiles
F05 -
Framing elevation | Interior wall 1/2 3/8" = 1'-0"
Bill of quantities 1/2 | cubic feet
16'-8.9"
---
5'-5.3"
---
1'-4.1"
1
2
2
6"
7'-8.0"
---
28'-9.0"
3"
1
2"
Porch Rafter
---
---
1'-10.2"
6"
2"
3
2"
Material name
2
---
16'-9.0"
Porch beam
---
---
2'-2.7"
2'-4.0"
2
2
4
3"
1'-5.6"
3"
2"
---
3"
1
2"
1
2"
Top plate
1
---
---
---
F06 -
4'-5.5"
Exterior deck flooring
8'-0.5"
Wood deck support
1'-10.2"
Bill of quantities 2/2 | square feet
Storey
Volume
Gravel or crushed stone, 4'' minimum thickness
Ground floor
152.4
Insulation
Ground floor
Insulation
Material name
Storey
Surface
1/2'' Gypsum board
Ground floor
2,209.5
295.4
1/2'' Gypsum board
Roof
2,210.2
Roof
471.6
Exterior deck flooring
Ground floor
177.5
Reinforced concrete
Foundation
979.9
Exterior wooden siding
Ground floor
642.3
Reinforced concrete
Ground floor
152.4
Floor tile
Ground floor
73.6
Interior wall paint
Ground floor
1,316.7
Polyethylene moisture barrier
Ground floor
853.1
Roof
974.6
Vapour barrier
Ground floor
625.5
Vapour barrier
Roof
687.8
Ground floor
251.9
Roof tiles
Wall tile
701 -
Frame elements schedule 1' = 1'-0"
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
B -
Porch section 3/4" = 1'-0"
Framing elevation | Interior wall 2/2 3/8" = 1'-0"
Wooden parquet
Ground floor
406.9
Cabin House 1.1 ProjectInformation
---
1
Project no:PC.2201
Author: Arch. Andrei Vasilief
Framing elevations | Bill of quantities Drawing Information
30'-0.5"
6"
---
3"
2
2"
1
2"
Porch Rafter
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"