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.
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 3.0 ProjectInformation
03. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND OTHER TRADES
GENERAL NOTES:
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.
Design Architect
AM PL E. N O O T R FO PE R RM CO IT NS IN T G. RU CT IO N SITE PLAN NOTES:
_G101 1:100
N
B
1
2
N
B
1
2
B
1
2
10'-1" 9'-4"
9'-4"
N
N
1
2
12'-2" 9'-4"
Design Architect
B
12'-7" 9'-4"
F04
A
A
B
B
A
1'
A
1'
1' 1'
1' 1' 5'-10"
1'
1'
1'
1' 11" 11" 11" 11" 11" 11" 11" 1' 6'-3" 21'-9"
P.: 27'-4.9"
1'
44 sq ft
Rafter
1' 11" 11" 11" 11" 11" 11" 11" 1'
N.A:
2'-6" 5'
5'-10"
Tiles
5'-10"
FL.:
W02
4
HP | Sill 2'
2'-6" 5'
Bathroom
5'-5"
HP | Sill 2'
W02
5'-10"
5'-10"
5'-10"
8'-6"
A
5'-10"
A
5'-10"
A
SA M PL E. N O O T R FO PE R RM CO N IT S IN T G. RU CT IO N
A
8'-6"
D
D
D
6'-3" 24'-9"
1'
1'
9'-9"
1'
1' 1'
Top plate
1'
1' 1'
1'
D
C
D
D
5' 5'
D
6'-3"
6'-3"
-4"
1' 1' 9'-9"
47'-9.2"
C
1'
131 sq ft
9'-9"
P.:
C
1'
Parquet
N.A:
1'
FL.:
Rafter
A
HP | Sill 2'
D
Rafter
1'
15'-7"
1
9'-9"
5' 7'
Open plan living room
Entrance
5' 5'
C
+0'
D01
A
HP | Sill 2'
C
9'-9"
A
21'-9"
22'-7"
E
6'-3"
Entrance
D01
HP | Sill 2'
22'-7"
22'-7"
C
9'-9"
9'-9"
A
5' 7'
F01
W01
C
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
W01
6'-3"
22'-7"
E
21'-9"
21'-9" C
5' 5'
W
6'-3"
W
6'-3"
F03
B
9'-9"
B
24'-9"
B
1'
B
1'
B
1'
B
2'-4" 7'
D03
W01
10'-1"
9'-4" 1
100 -
9'-4" 10'-1"
2
B
S
1
9'-4" 12'-2"
2
B
Foundation 100 3/8" = 1'-0" -
+11'-6"
F02
1
S
2
B
Ground floor 3/8" = 1'-0"
9'-4" 12'-7" 1
S
100 -
Roof framing 3/8" = 1'-0"
+11'-6"
2 B
100 -
S
Etaj | Upper floor 3/8" = 1'-0"
+11'-6"
+11'-6"
Asphalt shingles
W01 Dim.5' x 5'
+8' 1 Roof framing
+2'
Wooden siding
-4"
100 -
±0' 0 Ground floor -1' -1 Foundation
North Elvation 100 3/8" = 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
West Elevation 100 3/8" = 1'-0" -
+7'
W02 Dim.2'-6" x 5' +7'
+2'
W01 Dim.5' x 5'
N +7'
+2' Work Cabin 3.0
Wooden siding
East Elevation 100 3/8" = 1'-0" -
Wooden siding
-4"
ProjectInformation
Wooden siding
W01 Dim.5' x 5'
D01 Dim.5' x 7'
South Elevation 3/8" = 1'-0"
Project no:PC.2201
Author: Arch. Andrei Vasilief
Foundation | Plans | Elevations Drawing Information
W02 +7' Dim.2'-6" x 5'
D01 Dim.5' x 7'
A101 3/8" =
1'-0"
8'-6"
Exterior wall light
4"
1'
10
EWL
5'-10"
2'-6" 5'
W02
HP | Sill 2'
Switch
2
Window header
Light switch
3"
4" 5" 6" 2"
2'-8"
5" 6" 2" 2" 7" 2"
18
B
22'-7"
6'-3"
22'-7"
11"
2" 8" 9" 9" 9" 8" 3"
2x6 stud
11"
11"
11"
11"
11"
King post
King post
Rough sill
F01 -
11" 8"
3"
2x6 stud Sole plate
Framing elevation | Exterior wall 1/4 1/2" = 1'-0"
F04 -
Framing elevation | Exterior wall 4/4 1/2" = 1'-0"
5'-2"
Sole plate
2'-8"
2'-3"
10'-6"
4"
1'-1"
5"
3"
5'
5'
8'-8"
2" 9" 7"
Jack stud
5" 4" 2" 6" 3"
2x6 stud Rough sill Cripple stud
D05
D09
100 -
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.
1
7'-0"
7'-0"
5'-0"
2'-4"
5'
D02
±0' Ground floor -1' Foundation
Section B 100 3/8" = 1'-0" -
D01
±0' Ground floor -1' Foundation
Section A 3/8" = 1'-0"
5'
Description Glazed exterior side hung double door Interior solid leaf side hung door
2'-4" 2'-4"
W01
3
5'-0"
5'-0"
5' 5'
D05
D04
D01
D03
2
Door and window schedule Plan Width Frontal view view
W02
2
5'-0"
2'-6"
2'-6"
Double side hung window Side hung window
2'-6"
8
Work Cabin 3.0 ProjectInformation
D04
D01
Pcs Height .
Framing elevation | Exterior wall 2/4 1/2" = 1'-0"
Drawing Information
+8' Roof framing
ID
F02 -
7'
Framing elevation | Exterior wall 3/4 1/2" = 1'-0"
D06
D10
5'-2"
5'
F03 -
+8' Roof framing
D02
4"
2'-7"
5'-2"
2" 5" 2" 6" 7" 2"
7" 9" 2"
1'-9" 4"
3" 8" 9" 9" 9" 8" 2"
1" 1" 2" 6" 2"
D07
D11
4"
5'
EWL
Electrical plan 3/8" = 1'-0"
D03
3"
Window header
7'
0. -
4"
2'-7"
D
2
B
Jack stud
2"
1
EWL
Blocking stud
5'
9'-4" 10'-1"
2x6 stud
1'-9" 4"
10'-1"
Exterior door header
Blocking stud
King post
2
W01
-4"
7'-1"
2
5' 5'
EWL EWL
Top plate
1'-9" 2" 2"
HP | Sill 2'
EWL
4"
8'-6"
2" 2"
4"
A
9'-9"
5' 7'
D01
15'-7"
HP | Sill 2'
5' 5'
+0'
9'-9"
A
GSPublisherVersion 0.0.100.99
9" 11"
C
W01
C
D
D01
HP | Sill 2'
W01
5' 7'
22'-7"
22'-7"
6'-3"
EWL
5' 5'
5'-2"
3"
2" 1'-9" 4"
2
2'-4" 7'
B
1" 1" 2" 6" 2"
5'-2"
Jack stud
D03
2
Top plate
11"
Exterior architectural lighting, attached to the facade
EWL
5'-5"
HP | Sill 2'
W02
5'-10"
6
SA M PL E. N O O T R FO PE R RM CO IT NS IN T G. RU CT IO N
Double socket
A
2'-6" 5'
Details
2
A EWL
Plan view
5'-2"
10'-1" 9'-4"
Pcs.
8'-8"
ID
2
10'-6"
1
Design Architect
Electrical schedule
B
Project no:PC.2201
Author: Arch. Andrei Vasilief
Sections | Framing | Door and window schedule | Electrical
A102 3/8" = 1'-0", 1/2" = 1'-0"
AM PL E. N O O T R FO PE R RM CO IT NS IN T G. RU CT IO N 3"
1
3"
9'-0.2"
---
9'-2.6"
---
9'-4.7"
---
9'-11.9"
---
---
Gravel or crushed stone, 4'' minimum thickness
Ground floor
59.6
10'-6.4"
---
Insulation
Ground floor
158.9
Insulation
Roof
212.6
Reinforced concrete
Foundation
156.2
Reinforced concrete
Ground floor
59.6
Rafter
24
---
12'-5.0"
Rough sill
4 6
---
2'-6.0"
---
5'-0.0"
B01 -
6"
13
6"
13
6"
9'-11.5"
---
8'-3.9"
---
8'-6.3"
---
8'-2.0"
---
10'-0.4"
---
4 4 4 6
2
2 3
5
6"
5
6"
2"
3"
2"
1
1
1'-10.1"
---
22
2"
6"
---
2'-3.5"
---
187
2"
1
1'-4.9"
0'-9.0"
---
2'-7.4"
---
6"
1'-8.8"
---
6"
---
5'-4.0"
3"
---
2'-8.0"
Roof
957.6
5'-9.0"
Exterior wooden siding
Ground floor
450.2
---
9'-2.9"
Floor tile
Ground floor
44.2
---
9'-0.5"
Interior wall paint
Ground floor
450.1
Polyethylene moisture barrier
Ground floor
317.2
Roof
319.0
Vapour barrier
Ground floor
400.2
Vapour barrier
Roof
319.0
Wall tile
Ground floor
61.8
Wooden parquet
Ground floor
138.4
7'-1.0"
---
Roof tiles
---
2'-10.0"
---
5'-4.0"
---
2'-7.3"
---
21'-11.7"
---
2'-5.3"
671'-6.5"
653'-11.4"
Exterior door header 2
1,014.0
---
Cripple stud 8
Ground floor
1/2'' Gypsum board
Wood deck support
2"
6"
1/2'' Gypsum board
5'-3.8"
Window header
2"
1
3"
Surface
---
Trimmer stud
1
Blocking stud
6"
---
6"
9'-10.6"
6"
---
Top plate
2"
9'-10.1"
8'-10.2"
Storey
6"
2
---
---
Material name
6"
2
6"
9'-8.6"
9'-2.9"
Bill of quantities 2/2 | square feet
6"
6"
---
---
Cubic feet materials 1' = 1'-0"
6"
1
9'-8.3"
5'-9.0"
6"
6"
---
3
---
6"
1
9'-5.9"
2
5'-3.8"
2"
6"
---
2
---
2"
1
9'-3.6"
2"
6"
2"
1
2"
1
6"
2"
6"
2"
1
---
2"
6"
9'-1.3"
2"
1
---
2"
6"
8'-10.9"
2"
1
---
2"
6"
8'-8.6"
2"
1
---
2"
1
6"
8'-6.4"
2"
6"
2"
1
2"
2
2"
2x6 stud
6"
Sole plate
Design Architect
1
---
Volume
B02 -
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
Square feet materials 1' = 1'-0" Work Cabin 3.0 ProjectInformation
3"
8'-9.9"
Storey
6"
1
---
Material name
6"
3"
8'-7.3"
6"
Bill of quantities 1/2 | cubic feet
8'-8.0"
2"
1
4
6"
6"
3"
2"
1
2"
3"
---
2"
1
8'-5.2"
2"
3"
---
2"
1
8'-2.8"
2"
3"
2"
1
4
2"
2x3 stud
Wooden framing elements schedule Number Height (where Length(where ID Plan view of Pieces applicable) applicable) King post
6"
ID
Wooden framing elements schedule Number Height (where Length(where Plan view of Pieces applicable) applicable)
6"
7'-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
Drawing Information
14
2"
Jack stud
Author: Arch. Andrei Vasilief
Framing schedule | Bill of quantity
Interior door header 1
Project no:PC.2201
A103 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"