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 18''x24''. 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 2.0 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
18' 17'-4" 6'-6" 3'-3"
8'-8"
6'-6"
8'-8" 3
7'-0"
5'-0"
2'-6" 5'
W02
HP | Sill 2'
N.A:
Tiles 56 sq ft
Parquet
N.A:
106 sq ft
9'-5"
FL.:
FL.:
9'-5"
4
9'-1"
9'-5"
Bathroom
P.: 46'-6.2"
HP | Sill 2'
King post
18'-1"
F05
D03
D03
2'-6" 5'
W02
P.: 35'-4.3"
Description
Glazed exterior side hung double door
1'
D03
4
7'-0"
2'-4"
D04
1
7'-0"
2'-6"
Interior solid leaf side hung door
2'-4"
2'-6"
Anthony Culligan
Interior solid leaf side hung door
2'-6"
W01
4
5'-0"
5'-0"
5'
Double side hung window
W02
4
5'-0"
2'-6"
Side hung window with 1 opening
2'-6"
17
A
Top plate
1'
Plumbing
2'-6"
D03
Animo Regis SRL
Interior solid leaf side hung door
1'
18 sq ft
2'-6" 7'
P.: 17'-5.9"
12 sq ft
13'-10.7"
N.A:
2'-6"
-4"
2'-4" 7'
P.:
Parquet
2'-6"
5'
1'
Tiles
FL.:
10"
6'-9"
5
N.A:
2'-4" 7'
6'-9"
D03
2
Laundry | Technical FL.:
3'-2"
D03
D04
2'-6" 7'
Dressing5'-10" room
W
4'-2"
3'-7"
3'-3"
2'-4" 7'
2'-4" 7'
10"
A
A
7'-0"
A
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
King post
1
7'
A
9'-5"
5' 7'
2'-6" 5'
D03
7'
King post
2
9'-5"
Frontal view
5'
W02
D01
Bedroom
9'-5"
Plan view
6'-9"
F04
W02
A
A
Width
5'
A
A
Height
5'
HP | Sill 2'
A
Pcs.
D01
HP | Sill 2'
A
ID
17'-4"
10"
A
Door and window schedule
3'-3"
5' 7'
2'-6" 5'
3'-3"
17'-4"
2
Design Architect
1
2
Client
1
7'
2
1' 11" 11" 11" 11" 11" 11" 11" 11" 11" 11"
1
1
2
1
2
8'-8"
8'-8"
D01
HP | Sill 2'
5' 7'
HP | Sill 2'
E
E
King post
E
Ridge beam Truss
A
D
E
W01
F02
5' 5'
6'-1" 17'-4" 18'
5' 5'
1'
8'-8"
3'-3" 3'-3"
100 -
8'-8"
17'-4"
1
2
Parter | Ground floor 3/8" = 1'-0"
2
100 -
Roof framing 3/8" = 1'-0"
1'-4"
+14'-10"
A
8'
Top plate
5' 5'
10"
W01
5' 5'
3'-3"
W01
1'
D
Jack studs
King post
HP | Sill 2'
D
Jack studs
1
Foundation 3/8" = 1'-0"
20' 17'-4"
1'-4"
3'-3"
17'-4"
100 -
E
305 sq ft
70'-0.5"
King post
1'-11"
8' 5' 5'
8'
8'
P.:
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
8'
Parquet
8'
FL.:
5' 5'
A
Open plan living room 1
D
E
Entrance
D01
HP | Sill 2'
A
N.A:
E
5' 7'
8'
D
+0'
Entrance
D
A
18'-9"
A
5' 5'
3'
A
W01
8' 5' 5'
Island or dining table
C
8'
F01
32'-2"
11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 1'
E
Jack studs
EI01
C
C
W
33' 14'-9" 33'
33'
C
King post
W
C
E
14'-9" 32'-2"
W
C
32'-2" 14'-9"
King post
32'-2"
1'
F03
+14'-10"
+15' 3 Roof
+15' 3 Roof
A
W01 Dim.5' x 5'
9'-5"
9'-5"
Asphalt shingles
A
Wooden siding
W01 Dim.5' x 5'
+8'-3"
+8' 1 Roof framing
W02 Dim.2'-6" x 5'
+8'-3"
D01 Dim.5' x 7'
W02 Dim.2'-6" x 5'
+7'
+8' 1 Roof framing
A
6'-9"
6'-9"
Wooden siding
-4"
35'
35'
-1'
100 -
±0' 0 Ground floor -1' -1 Foundation
-1'
South Elevation 100 3/8" = 1'-0" -
8'
8' A
±0' 0 Ground floor -1' -1 Foundation
C
E
W
C
+2'
+14'-10"
South Elevation 3/8" = 1'-0"
+14'-10"
+15' 3 Roof
+15' 3 Roof
A
N
Asphalt shingles D
E
D01 Dim.5' x 7'
W02 Dim.2'-6" x 5'
+7'
8'
8'
+8'-3"
D01 Dim.5' x 7'
1
+7'
Wooden siding
W01 Dim.5' x 5'
+8' 1 Roof framing
+2'
1' +0'
2
Etaj | Upper floor 3/8" = 1'-0"
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
W01 Dim.5' x 5'
100 -
-4"
±0' 0 Ground floor -1' -1 Foundation
South Elevation 100 3/8" = 1'-0" -
±0' -1'
±0' 0 Ground floor -1' -1 Foundation
South Elevation 3/8" = 1'-0"
Cabin House 2.0
Design Architect: Arch. Andrei Vasilief
Foundation | Floor | Roof Plans Drawing Information
100 -
17'-4" 20'
+2' 9'
+8'-3"
Wooden siding
20' 9'
+8' 1 Roof framing
+7'
E
1'
W02 Dim.2'-6" x 5'
ProjectInformation
D
A101 3/8" =
1'-0"
4/28/2022
+15' Roof
D07
+8' Roof framing
Truss will be designed by a licenced professional or commercially bought
+15' Roof
D11
D03
D03
+8' Roof framing
D05 D04
D02
D06
D10
D09
D02
D09
±0' Ground floor -1' Foundation
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
100 -
Section B 3/8" = 1'-0"
3'-3"
2'-7"
10
W01
10
Exterior architectural lighting, attached to the facade
EWL
1
1'
WL
2
H
Hanging from the ceiling
2'-7"
1
Kitchen built-in light
1
Built into the kitchen
Pendant Light
2
Hanging from ceiling
Switch
8
Wall light
12
1'
2'-7"
1'-10"
2
18' 17'-4"
5' 7'
D01
2
2
2 WL
P
W02
WL
5' 7'
WL
5' 7'
10"
HP | Sill 2'
D03
D03
3'-2"
6'-6"
2'-6" 7'
+0'
HP | Sill 2'
WL
HP | Sill 2'
2'-6" 5'
HP | Sill 2'
2
1'
WL
Attached to interior wall
ID
Pcs.
3 seater sofa
1
Plan view
6'-8"
1
2'-5"
-4"
Dishwasher
1'-10"
Pcs.
Coffee table
1
Kitchen elevation 3/4" = 1'-0"
Plan view
ID
Pcs.
Shower cabin
1
1
9'
Island or dining table
1
ID
Pcs.
Wall mounted TV
1
Washer and dryer
1
Cabin House 2.0
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
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.
9'-5"
A
C
D
E
Electrical plan 3/8" = 1'-0"
8'
ID
Indoor heat pump unit
2'
3'-3"
Armchair
Carpet
33' 14'-9" 33'
Cooktop base
2'
2'-6" 5'
EWL
2'-6" 5'
EWL
EWL
EWL
3'-3"
3'-3"
W02
1'-10"
EI01 -
7'-1"
2
W02
2'
Light switch
EWL
5'-10"
2
WL
D01
P
Sink
2'-4"
B
2
2
2
H
H
2
W01
5' 5'
D01
2'-4" 7'
Storage
1'-11"
WL
P
Junction box
46
Backsplash
11"
EWL
WL
WL4'-2"
WL
5' 7'
1'-10"
11"
10"
2
6'-1" 17'-4" 18'
EWL
B
2'-4" 7'
Storage
5'-8"
Built in refrigerator
D03
5' 5'
Built-in hood
2'
9'-1"
Hanging light
6'-6"
3'-7"
2'-6" 5'
W02
HP | Sill 2'
18'-9"
1'-10"
Built in LED light
D03
2'-4" 7'
2'-6" 7'
10"
D04
3'-3"
HP | Sill 2'
W01
5' 5'
5' 5'
D03
2'-4" 7'
Storage
6'-8"
WL
WL
HP | Sill 2'
1'-10"
8"
1
HP | Sill 2'
2'
701 -
ProjectInformation
EWL
10"
EWL
5' 5'
5' 5'
EWL
Exterior wall light
1'-10"
1'
Furniture schedule 1' = 1'-0"
Drawing Information
3'-3"
2"
18'-1"
2
Double socket
4'-2"
9'-5"
Details
1'-10"
W01
Plan view
Range hood exhaust
2'
3'
6'-9"
Pcs.
2'
8' 5' 5'
ID
3'
33'
A
1'-11"
A
3'-3"
8' 5' 5'
C
3'-3"
A
D
E
0. -
Electrical schedule
11"
Section A 3/8" = 1'-0"
5'-3"
100 -
D01
2'-1"
D01
2'
±0' Ground floor -1' Foundation
GSPublisherVersion 0.0.100.99
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
D08
Author: Arch. Andrei Vasilief
Sections | Electrical Layout | Kitchen Elevation | Furniture Schedule
A102
3/8" = 1'-0", 3/4" = 1'-0", 1' = 1'-0"
2"
Cripple stud
Sole plate
16'-8.9"
1
---
3'-4.0"
1
4 4
---------
2'-10.0" 5'-0.0" 5'-8.0"
2'-10.0"
---
1
2
4 4
6"
6
---
5'-10.5"
---
9'-1.1"
---
2'-9.5"
---
31'-9.0"
---
3'-4.0"
---
16'-9.0"
7
70
411
---
3'-4.5"
---
20'-11.1"
---
21'-3.1"
---
39'-2.0"
---
3'-1.4"
---
3'-2.4"
1341'-10.1"
1619'-8.4"
Plan view
1'-3.0"
8
5'-0.0"
---
---
Length(where applicable)
2"
---
Height (where applicable)
2"
1
Number of Pieces
1
1'-3.3"
6"
12
6"
6"
3
8'-8.3"
---
6"
1
King post
8'-5.5"
---
1 1
5'-10.5"
2
---
9'-1.1"
2
---
15'-8.6"
4
---
16'-9.0"
Wood deck support
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.
2"
---
2"
3'-0.1"
6"
7'-1.0"
Design Architect
1'-2"
4" 9"
2" 2'-8"
2"
11" 11" 11" 2" 2'-8"
2"
4"
Framing elevation | Exterior wall 3/4 3/8" = 1'-0"
7'-11.5"
Bill of quantities 1/2 | cubic feet
Material name
Storey
Volume
Gravel or crushed stone, 4'' minimum thickness
Ground floor
168.6
Insulation
Ground floor
308.0
Insulation
Roof
518.2
Reinforced concrete
Foundation
688.7
Reinforced concrete
Ground floor
168.6
B01 -
Cubic feet materials 1' = 1'-0"
Bill of quantities 2/2 | square feet
Material name
Storey
Surface
1/2'' Gypsum board
Ground floor
2,376.4
1/2'' Gypsum board
Roof
2,423.6
Exterior deck finish
Ground floor
254.1
Exterior wooden siding
Ground floor
653.0
Floor tile
Ground floor
72.1
Interior wall paint
Ground floor
1,374.4
Polyethylene moisture barrier
Ground floor
947.4
Roof
838.8
Vapour barrier
Ground floor
639.0
Vapour barrier
Roof
752.6
Wall tile
Ground floor
356.9
Wooden parquet
Ground floor
449.4
-----
Window header
1
6"
1
---
14
3"
---
5'-0.0"
6"
---
2'-9.5"
8
---
5'-8.0"
6"
7'-11.5"
3"
6"
3"
Jack studs
2"
1
---
6"
2'-10.0"
1
2'-8.0"
6"
---
2'-8.0"
---
3"
---
1
6"
3"
5
GSPublisherVersion 0.0.100.99
3
6"
3"
1
701 -
31'-9.0"
ID
Trimmer stud
Interior door header
Rafter
---
Top plate
1
8
1
32'-5.7"
Length(where applicable)
2"
---
Height (where applicable)
Plan view
2
6"
6"
---
Number of Pieces
6"
10'-6.3"
ID
3"
---
Rough sill
1
3
4"
---
2'-10.0"
---
Roof tiles
3'-4.4"
Frame elements schedule 1' = 1'-0"
B02 -
Square feet materials 1' = 1'-0"
Cabin House 2.0 ProjectInformation
1'-6.0"
Length(where applicable)
2"
---
Height (where applicable)
Wooden framing elements schedule
2"
---
Wooden framing elements schedule
2"
0'-9.3"
Framing elevation | Interior wall 1/2 3/8" = 1'-0"
Sole plate
Exterior door header
6"
6"
---
6
6"
PLEASE NOTE: Quantity of concrete is for a generic foundations, the final quantity will have to be adapted based on the design of the foundation.
3"
2"
0'-11.5"
F05 -
2"
8
9" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 9" 2" 2'-6"
2"
3"
Cripple stud
2" 1'-3" 11" 10" 10" 10" 10" 10" 8" 11"
Framing elevation | Exterior wall 2/4 F03 3/8" = 1'-0" -
6"
6"
2"
6"
2"
12
7'-11.5"
2
Blocking stud 8
2"
6"
2'-10"
Ridge beam 1
56
5'-2" Jack studs
Cripple stud
3"
---
2"
8'-2.3"
Plan view
6"
2x6 stud
2" 1'-3" 1'-3" 2"
Sole plate
3"
Number of Pieces
2"
ID
6"
Length(where applicable)
6"
Height (where applicable)
6"
3"
2"
62
5'-2"
1'-6" 4"
6"
Wooden framing elements schedule
64
2x3 stud
4" 11" 2"
4"
Cripple stud
Wooden framing elements schedule Plan view
King post
Author: Arch. Andrei Vasilief
Framing elevations | Bill of quantities Drawing Information
2"
Framing elevation | Exterior wall 4/4 3/8" = 1'-0"
Number of Pieces
5"
2"
2" 9" 1' 10" 2" 2'-8" 5'
5'-2"
Top plate
F04 -
5'-4"
Rough sill
6"
Rough sill
1' 11"
Rough sill
1'-6" 4"
1'-6" 4"
King post
1'
1'
4" 9"
2" 10" 1' 9" 2"
6'-10"
2" 2'-8"
1'
Blocking stud
Blocking stud
Window header 5"
Exterior door header
King post
2x6 stud
Framing elevation | Exterior wall 1/4 F02 3/8" = 1'-0" -
Top plate
ID
4"
2x6 stud
Trimmer stud
F01 -
2" 1'-3"
Top plate
5'
5'-2"
Window header 10" 5'-2" 2" 1'
Top plate
1'-10"
2" 1'-3" 1'-3" 2"
5'
5'-2"
Window header
Blocking stud
6'-10"
1' 2"
Top plate
5'
11" 11" 11" 11" 11" 11" 11" 11" 1' 11" 8" 10" 10" 10" 10" 10" 11" 1'-3" 2" 8'
1'
1'-2" 4"
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 Blocking stud
A103 3/8" = 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"