PROJECT CATALOGUE | Work Cabin 1.0 | Sample CD set

Storey

Volume

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

Material name Gravel or crushed stone, 4'' minimum thickness

Ground floor

34.0

Insulation

Ground floor

120.2

Roof

122.9

Reinforced concrete

Foundation

84.2

Reinforced concrete

Ground floor

34.0

Insulation

B01 -

Design Architect

Bill of quantities 1/2 | cubic feet

Cubic feet materials 1' = 1'-0"

Bill of quantities 2/2 | square feet Storey

Surface

1/2'' Gypsum board

Ground floor

640.4

1/2'' Gypsum board

Roof

552.5

Exterior wooden siding

Ground floor

339.9

Interior wall paint

Ground floor

280.6

Polyethylene moisture barrier

Ground floor

197.2

Roof

190.7

Vapour barrier

Ground floor

292.7

Vapour barrier

Roof

170.9

Ground floor

95.2

Wooden parquet

B02 -

Square feet materials 1' = 1'-0"

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.

02. GENERAL CONTRACTOR SHALL VERIFY ALL EXISITNG CONDITIONS IN FIELD AND NOTIFY OWNER AND ARCHITECT OF ANY DISCREPANCIES IN THE PLANS.

03. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND OTHER TRADES 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

GENERAL NOTES:

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 1.0 ProjectInformation

Roof tiles

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

Material name

_G101 1'

=

1'-0"

2

1

10'-1" 9'-4"

A

P.:

39'-4.8"

A

A

12'

W02

2'-6" 6'

W

95 sq ft

E

N.A:

2'-6" 6'

12'-10" 12' 12'-10"

Parquet

W02

FL.:

F03

W02

1

HP | Sill 1'

Open plan living room

2'-6" 6'

HP | Sill 1'

F01

11'-2"

12' 12'-10"

12'-10"

W

E

12'

12'

HP | Sill 1'

8'-6"

+0'

A

A

HP | Sill 0'

B

9'-4"

1

2

B

S

PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.

100 -

-4"

D01

B

2'-6" 6'

B

5' 7'

B

HP | Sill 1'

B

A

12'-7" 9'-4"

A

A

A

12'

A

W

A

E

A

1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1"

A

B

A

A

B

B

W02

F02

Entrance

10'-1" 9'-4" 10'-1"

1'-5"

1

2

B

9'-4" 9'-4" 12'-2"

1'-5"

1

B

1 S

B

100 -

Roof framing 3/8" = 1'-0"

Etaj | Upper floor 3/8" = 1'-0"

+11'-6"

W02 Dim.2'-6" x 6'

W02 Dim.2'-6" x 6' +7'

+8' Roof framing

D05

PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.

D03

+1'

D02

+1'

±0'

±0' 0 Ground floor -1' -1 Foundation

-4"

-1'

100 -

East Elevation 3/8" = 1'-0"

South Elevation 100 3/8" = 1'-0" -

+11'-6"

D01

A

Electrical schedule

Wooden siding

2'-6" 6'

±0' 0 Ground floor -1' -1 Foundation

West Elevation 100 3/8" = 1'-0" 24''x36''. If thish copy is any other size it has either been reduced or enlarged. Take appropriate precautions accordingly.

EWL

5' 7'

4

Switch

1

D01

North Elvation 3/8" = 1'-0"

0.

-

EWL

Exterior architectural lighting, attached to the facade

Work Cabin 1.0

Light switch

8

W02

HP | Sill 1'

B

-4"

1'

Door and window schedule

A

ID

Pcs.

Height

Width

Plan view

Frontal view

Description

HP | Sill 1'

EWL

-4"

2'-6" 6'

HP | Sill 0'

2'-6" 6'

Details

3

Exterior wall light

+0'

A

Plan view 2

12'-10" 12' 12'-10"

HP | Sill 1'

Wooden siding

11'-2"

12'-10"

+8' 1 Roof framing

12' 12'-10"

2

2'-6" 6'

Pcs.

Double socket

W02

HP | Sill 1'

+8'-10"

ID

EWL

W02

2

8'-6"

N

Section A 3/8" = 1'-0"

2

+8'-10"

D05

D02

Section B 100 3/8" = 1'-0" -

A

+11'-6"

D03

±0' Ground floor -1' Foundation

-4"

D01

100 -

D06

ProjectInformation

+8' 1 Roof framing

D01 Dim.5' x 7' +7' Wooden siding

B

EWL

D01

1

7'-0"

5'-0"

5' 5'

W02

Electrical plan 3/8" = 1'-0"

Sliding door

W02

4

6'-0"

2'-6"

2'-6" 2'-6"

5

Fixed glass window

Drawing Information

+8'-10"

7'

+7'

W02 Dim.2'-6" x 6' W02 Dim.2'-6" x 6'

D07

6'

Wooden siding

GSPublisherVersion 0.0.100.99

2

S

Parter | Ground floor 100 3/8" = 1'-0" -

+11'-6"

9'-4" 12'-7"

2

S

Foundation 100 3/8" = 1'-0" -

100 The original of this drawing is

2

1'-5"

1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 12'

1'-5"

F04

W

12'-2" 9'-4" 9'-4"

1

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

9'-4"

A

2

Design Architect

1

N

B

E

2

N

B

12' 14'-10"

1

N

B

14'-10"

N

B

Author: Arch. Andrei Vasilief

Foundation | Floor | Roof Plans | Elevations | Sections | Electrical

A101 3/8" =

1'-0"

8

6"

12

6"

10"

4"

9'-1"

1'

1'

1'

1'

1'

1'

1'

1'

1'

1'

8"

3"

5'-2"

2"

3"

2"

9'

2" 2"

2'-8"

1"

2x6 stud

Jack stud

7'-1"

8'-2"

9"

1

Exterior door header

King post

2x6 stud

---

9'-8.3"

---

9'-10.6"

---

10'-2.0"

---

8'-2.0"

---

Blocking stud

4"

King post

9'-5.9"

6"

1

6"

1

6"

3

6"

1'-1.9"

6"

6"

Framing elevation | Exterior wall 4/4 1/2" = 1'-0"

---

6"

1

8'-2"

F04 -

9'-5.1"

2"

6"

2"

Framing elevation | Exterior wall 3/4 1/2" = 1'-0"

---

---

12'-5.0"

6"

1

4"

2" 8"

F03 -

9'-4.5"

---

---

2'-6.0"

6"

6"

---

10'-8.0"

---

8'-10.2"

6"

1

9'-3.6"

6"

---

---

11'-6.6"

6"

6"

---

2

8'-8.0"

---

9'-0.5"

6"

1

9'-1.3"

6"

---

11'-6.6"

6"

6"

---

2

---

2'-10.0"

2"

1

8'-10.9"

King post

---

2'-7.3"

2"

6"

2"

1

Rough sill

2"

6"

2"

1

2x6 stud

2"

6"

---

2"

1

King post

5'-1"

8'-8.6"

2"

6"

---

2"

1

8'-6.3"

2"

6"

---

2"

1

8'-3.9"

2"

6"

2"

1

8"

2"

2"

11"

2"

2"

11"

2"

2'-8"

11"

---

3'-3.4"

---

9'-9.2"

---

2'-5.3"

413'-10.1"

348'-10.9"

Rafter 12 Rough sill 8 Sole plate 2 2 Top plate 4 4 Window header 4 Wood deck support 1

---

2"

2"

11"

1'-7.7"

---

2"

2"

11"

---

2'-3.9"

---

2"

2"

11"

8'-2.6"

2'-9.0"

---

1 1 10 106

Cripple stud 4

Rough sill

6"

2"

2'-8"

11"

6"

10'

10'-2"

6'-1"

King post

11"

1

2"

4"

2x6 stud

ID

Wooden framing elements schedule Height Length Number Plan (where (where of Pieces view applicable) applicable)

2"

ID

Wooden framing elements schedule Height Length Number Plan (where (where of Pieces view applicable) applicable)

2"

2'-9"

Window header

9"

1" 2"

Design Architect

4"

4"

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 Top plate

0'-8.0"

---

---

5'-4.0"

7'-1.0"

---

Exterior door header

Sole plate

F02 -

Framing elevation | Exterior wall 2/4 1/2" = 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

10

701 -

6"

6"

Work Cabin 1.0

Frame elements schedule 1' = 1'-0"

ProjectInformation

Framing elevation | Exterior wall 1/4 1/2" = 1'-0"

Jack stud

Author: Arch. Andrei Vasilief

Framing Drawing Information

8" 4"

2"

F01 -

1

2"

Sole plate

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"