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 2.0 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.
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
SA M PL E. N O O TF R O PE R RM CO IT NS IN T G RU CT IO N
SITE PLAN NOTES:
_G101
2
1
2 B
S
Foundation 3/8" = 1'-0" +11'-6"
1' 1'-1" 1' 1'
-4"
W02
F02
E A
B
B
B
1'-5"
1'
1' 1'
B
2'-6"
5' 7' D01
1'-8"
Entrance
10'-1"
1'-5"
9'-4" 9'-4" 12'-2"
9'-4" 10'-1"
1
2
1'-5"
1
S
B
14'-10" 17'-8"
17'-8"
14'-10"
W
17'-8" 14'-10"
1'
1'
1'
A
2'-6" 6'
B
2'-6"
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
100 -
1'
1'
9'-4"
B
2'-6"
B
HP | Sill 1'
1'
HP | Sill 0'
B
A
1'
W02
2'-6" 6'
A
1'
2'-6" 6'
W02
A
HP | Sill 1'
A
A
F03
HP | Sill 1'
A
1'
+0'
1'
45'-0.0"
1'
P.:
14'-10"
119 sq ft
E
N.A:
14'-10" 15'-7"
Parquet
15'-7"
FL.:
14'
14'-10" 15'-7"
15'-7"
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 W
E
14'-10"
W
14'-10"
1
1' 1' 14'-10"
1' Open plan living room
1'
F01
A
2
12'-7" 9'-4"
1'
1'
W02
2'-6" 6'
1'
2'-6" 6'
W02
8'-6"
A
1'-5"
1' 1'-1"
A
1
1'
A
HP | Sill 1'
A
HP | Sill 1'
A
12'-2" 9'-4" 9'-4"
1'-5"
F04
N
B
2
10'-1" 9'-4"
9'-4"
N
1
Design Architect
B
1
1'-5"
N
B
2
1'
N
1'
B
1
100 -
Ground floor 3/8" = 1'-0"
1
2
S
100 -
Roof framing 3/8" = 1'-0"
+11'-6"
1'-7"
9'-4" 12'-7"
2
B
9'-4"
S
B
100 -
Roof 3/8" = 1'-0"
+11'-6"
+11'-6"
Wooden siding
W02 W02 W02 W02 Dim.2'-6" x 6' Dim.2'-6" x 6' Dim.2'-6" x 6' Dim.2'-6" x 6'
+8' 1 Roof framing
D01 Dim.5' x 7'
+8' 1 Roof framing
+7'
W02 Dim.2'-6" x 6'
+7'
+7'
Wooden siding
Wooden siding
+1'
-1'
100 -
West Elevation 3/8" = 1'-0"
D06
±0' 0 Ground floor -1' -1 Foundation
-4"
100 -
North Elvation 3/8" = 1'-0" 100 -
+8' Roof framing
East Elevation 3/8" = 1'-0"
100 -
South Elevation 3/8" = 1'-0"
N
Door and window schedule ID
D01
Pcs.
1
Height
7'-0"
Width
5'-0"
Plan view
Frontal view
7'
±0' 0 Ground floor -1' -1 Foundation
-4"
+1'
5'
D03
Description
Sliding door
D07
D05
W02
5
6'-0"
2'-6"
6'
5'
2'-6"
Fixed glass window
Work Cabin 2.0
D02
D01
100 of this drawing is The original -
GSPublisherVersion 0.0.100.99
D04
D09
24''x36''. If thish copy is any other size it has either been reduced or enlarged. Take appropriate precautions accordingly.
D02
±0' Ground floor -1' Foundation
Section B 3/8" = 1'-0"
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
D01
100 -
Section A 3/8" = 1'-0"
Drawing Information
6
ProjectInformation
2'-6"
Author: Arch. Andrei Vasilief
Foundation | Plans | Sections | Door and window schedule
A101 3/8" =
1'-0"
Design Architect
B
1
2
ID
10'-1" 9'-4"
ID
10'-1" 9'-4" 10'-1"
Exterior wall light
Pcs.
Plan view
4
Switch
EWL
0. -
Electrical plan 1/2" = 1'-0"
1
378.2
Interior wall paint
Ground floor
318.9
Polyethylene moisture barrier
Ground floor
245.8
1'
Vapour barrier
Ground floor
331.0
Vapour barrier
Roof
203.6
10"
1'
1'
1'
1'
1'
1'
2"
1' 9"
2" 2'-8"
4"
King post
Jack stud Rough sill
2"
2"
2"
Framing elevation | Exterior wall 1/4 F02 1/2" = 1'-0" -
2'-8" 2"
2"
2" 2" 2" 2" 2" 7" 2" 2'-8" 2" 2'-8" 2" 2'-8" 9" 8"
Framing elevation | Exterior wall 2/4 F03 1/2" = 1'-0" -
Framing elevation | Exterior wall 3/4 F04 1/2" = 1'-0" -
1'-1.9"
---
6"
1'-7.7"
---
1
6"
2'-3.9"
---
4
6"
2'-9.0"
---
6"
0'-8.0"
---
---
5'-4.0"
6"
7'-1.0"
---
2
6"
8'-8.0"
---
2
6"
10'-8.0"
---
---
12'-5.0"
---
2'-6.0"
---
14'-4.2"
---
14'-4.3"
---
8'-10.2"
---
14'-4.2"
---
14'-4.3"
---
9'-0.5"
---
2'-10.0"
Rafter 16
Square feet materials 1' = 1'-0"
Rough sill 10 Sole plate 1 1 2 Top plate 2 2
King post
4 Window header 5 Wood deck support
2x6 stud
1
Rough sill
Sole plate
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
2"
2x6 stud
Sole plate
F01 -
5'-2"
---
119.0
10'
1'
6'-1"
1'
8'-2.0"
King post
1
2"8" 4"
1'
1
12
9" 11" 11" 11" 11" 11" 11" 11" 11" 8"
8"4"
1'
7'-1"
1'
8'-2"
9" 1'
3"
6"
1
4"
4"
King post
2x6 stud
Window header
Exterior door header
9'
4" King post
Ground floor
B02 -
Top plate
---
Jack stud
227.1
9'-1"
1
5
Light switch
8
10'-2.0"
Exterior door header
Roof
Wooden parquet
---
Cripple stud
Ground floor
Roof tiles
Exterior architectural lighting, attached to the facade
658.1
Exterior wooden siding
2
3
2
B
Details
9'-10.6"
10 120
Framing elevation | Exterior wall 4/4 1/2" = 1'-0"
701 -
---
2'-7.3"
---
9'-9.2"
---
2'-5.3"
468'-1.1"
419'-11.4"
Frame elements schedule 1' = 1'-0"
Work Cabin 2.0 ProjectInformation
Electrical schedule
Roof
---
Author: Arch. Andrei Vasilief
Electrical | Framing | Bill of quantities Drawing Information
W02
Double socket
1
717.0
2"
-4"
Ground floor
9'-8.3"
Blocking stud
2'-9" 4"
D01
EWL
2'-6"
EWL
5' 7'
2'-6"
2'-6"
EWL
Surface
1/2'' Gypsum board
B
2'-6" 6'
B
Storey
2"
6"
2"
14
Cubic feet materials 1' = 1'-0"
2"
6"
2"
10
2"
6"
2"
1
2"
42.3
2"
Ground floor
2"
Reinforced concrete
2"
6"
2"
1
2"
95.2
---
2"
Foundation
9'-5.9"
6"
14'-10" 15'-7"
15'-7"
W02
Reinforced concrete
---
2"
6"
146.4
9'-5.1"
2"
1
Roof
---
2"
6"
9'-4.5"
2"
1
---
2"
6"
9'-3.6"
2"
1
---
6"
137.0
9'-1.3"
6"
Ground floor
---
2"
Insulation
8'-10.9"
6"
6"
---
6"
1
8'-8.6"
6"
42.3
---
6"
Ground floor
8'-6.3"
6"
Gravel or crushed stone, 4'' minimum thickness
1/2'' Gypsum board
HP | Sill 1'
6"
6"
Bill of quantities 2/2 | square feet
W02
HP | Sill 1'
HP | Sill 0'
1 1
Material name
2'-6" 6'
6"
Volume
B01 -
A
1
---
6"
2'-6" 6'
6"
8'-3.9"
2"
HP | Sill 1'
A
W02
HP | Sill 1'
14'
14'-10" 15'-7"
15'-7"
+0'
1
Storey
Insulation
2'-6" 6'
6"
---
2"
2'-6" 6'
Material name
8'-2"
HP | Sill 1'
2
EWL
W02
2
8'-6"
Bill of quantities 1/2 | cubic feet
1
8'-2.6"
2"
2
6"
6"
A
1
6"
2x6 stud
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
A
Wooden framing elements schedule Number Height Length(where of Plan view (where applicable) Pieces applicable)
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"