PROJECT CATALOGUE | Cabin House 2.1 | Sample CD set

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 2.1 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.

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

W02

D01 5' 7'

2'-6" 5'

B

King post

B

11'

Tiles 56 sq ft

3 FL.:

Parquet

N.A:

106 sq ft

P.: 46'-6.2"

P.: 35'-4.3"

D03

FL.: N.A: P.:

Tiles

Parquet

N.A:

18 sq ft

2'-4" 7'

King post

3'-2"

10"

C

±0'

2'-6" 7'

Plumbing

D03

0 N.A:

FL.: Wood finish 249 sq ft

P.: 157'-7.0"

100 -

W

10'-7"

B

B

1

1'

1'

1'

1' 8'-8"

1'

1'

1'

1' 1' 17'-4"

1'

1'

1' 1' 8'-8"

1'

1'

D01 Dim.5' x 7'

W02 Dim.2'-6" x 5'

18'-9"

HP | Sill 2'

D01

18'-9"

Wooden siding

8'

Entrance

20' 17'-4"

+2'

3'-3" 3'-6"

HP | Sill 2'

W01

D01

5' 5'

6'-1" 5'-9" 17'-4"

W02 Dim.2'-6" x 5'

5' 5' 5'-9"

1'

21'-4"

2

8'-8"

±0' 0 Ground floor -1' -1 Foundation

G

3'-5" 3'-8" 3'-6"

100 -

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

3

1'-4"

+14'-10"

+15' 3 Roof

A

B

Wooden siding W02 Dim.2'-6" x 5'

6'-9"

G

100 Roof framing 3/8" = 1'-0" accordingly.

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

D

+14'-10"

5'

E

D03

1

7'-0"

2'-6"

Interior solid leaf side hung door

7'

E

2'-6" 2'-6"

W01 Dim.5' x 5' +7'

Wooden siding

W01 Dim.5' x 5'

+8' 1 Roof framing

4

7'-0" 2'-4"

D04

1

7'-0"

2'-6"

Interior solid leaf side hung door

2'-4"

Interior solid leaf side hung door

7'

+8'-3"

D03

2'-6"

W01

4

5'-0" 5'-0"

5'

2'-6"

F

5'

F

5'

20'

W02

+2'

4

5'-0"

2'-6"

2'-6"

Double side hung window Side hung window with 1 opening

G

1'

9' 1

17'-4" 20'

9'

±0'

1' 2

-1' 3

Roof 3/8" = 1'-0"

100 -

±0' 0 Ground floor -1' -1 Foundation South Elevation 3/8" = 1'-0"

Cabin House 2.1

Design Architect: Arch. Andrei Vasilief

Foundation | Floor | Roof Plans

17

G

100 -

+15' 3 Roof

A

Door and window schedule Heig Plan Frontal ID Description Pcs. ht Width view view Glazed exterior D01 3 7'-0" 5'-0" side hung 5' double door 7'

A

3

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

ProjectInformation

F

±0' 0 Ground floor -1' -1 Foundation

100 -

8'

E

N

-1'

8'

A

+8' 1 Roof framing

C

W

E

D

+7'

W02 Dim.2'-6" x 5'

+2'

C

D

D01 Dim.5' x 7'

E

C

1' 1'-1" 1'-2" 1'-10" 4'-2" 3'-6" 2

D01 Dim.5' x 7'

Drawing Information

1'

+7'

+8'-3"

1' 1' 6'-9" Truss

8'-8"

+7'

+8' 1 Roof framing

3'-6"

A

1' 1'-10" 1'-2" 1'-2" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 1' 1' 3'-6" 8' 8' 39'-2"

Ridge beam

G

GSPublisherVersion 0.0.100.99

1'-11"

5' 5'

A

SA M PL E. N O T

1'

Top plate

3'-6" 4'-2"

F

1'-4"

1'

1'

9'-5" 1' 11" 11" 11" 11" 11" 11" 11" 11" 11" 11"

3'-6" E

1

+8'-3"

9'-5"

1'

6'-9" 1' 1' 1' A

8' 5' 5'

3 3'-6" 4'-2" 1' 1'-1" 1'-2" 1'-10"

Top plate

8' 8' 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 1'

W

D

Asphalt shingles

6'-9"

1'

W01

F02

Ground floor 3/8" = 1'-0"

2

A

C

+15' 3 Roof

F

39'-2"

1'

+14'-10"

8'

1'

100 -

5' 5' 5'-10"

King post

8'

1'

HP | Sill 2'

3'-6"

1'

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

Jack studs

King post

FO R

1'

1'

9'-5"

1'

W01

5' 7'

35'

1'

A

16'-5"

HP | Sill 2'

3

1' 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 1'-2" 1'-2" 1'-10" 9'-5" 3'-6"

1'

305 sq ft 70'-0.5"

King post

G

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

Parquet

CO N ST RU CT IO N

20'-10" 2

1'

5' 5'

3'-6"

17'-4"

FL.:

5' 7'

E

3'-4" 3'-6" 3'-4" G

1

B

F

3'-6"

G

8'-8" 1' 1'

1

P.:

8'

8'

F

3'-6"

F

1

Open plan living room

N.A:

E

+0'

±0' 0 Ground floor -1' -1 Foundation

Jack studs

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

100 -

5' 5'

A

E

17'-4"

Island or dining table

3'

E

W01

8' 5' 5' A

2'-11" Entrance

2'-11" F01

A

Jack studs

EI01

D

O R

D

E

King post

33'

D

33' 14'-9"

King post

E

14'-9" 39'-2"

14'-9"

W

39'-2"

F03

D

W01 Dim.5' x 5'

-1'

Covered porch

P.: 17'-5.9"

12 sq ft 13'-10.7"

FL.:

2'-6" 5'

2'-4" 7'

5

2'-4" 7'

6'-9"

D03

Laundry | Technical

2

D03

2'-6" 7'

5'-10"

Dressing room

3'-7"

4'-2"

W

3'-3" D04

10"

3'-7"

C

D03 2'-4" 7'

C

18'-1"

F05

+8' 1 Roof framing

Wooden siding

HP | Sill 2'

King post

W02

FL.:

W01 Dim.5' x 5'

9'-5"

4

Animo Regis SRL

+8'-3"

Bedroom

9'-1"

9'-5"

9'-5"

5'-5"

2'-6" 5'

W02

HP | Sill 2'

HP | Sill 2'

Bathroom

N.A:

C

Asphalt shingles B

HP | Sill 2'

Design Architect

3'-4" 3'-6" 3'-4"

B

+15' 3 Roof

A

F04

W02

+14'-10"

.

A

5'-9" 6'-6"

3

PE RM IT IN G

A

3'-5" 3'-6" 3'-6" 3'-4"

2

3'-3" 3'-6" 3'-6"

5'-10" 6'-6"

3'-6"

A

9'-5"

18' 17'-4" 5'-9" 5' 7'

1

3'-6"

2'-6" 5'

3

10"

17'-4"

2

20'-10"

9'-1"

1

A101 3/8" = 5/4/2022

1'-0"

D08

100 -

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

3'-4" 3'-6" 3'-4"

9'-5"

18'-1"

Pcs.

Plan view 2

Double socket

2'-7"

10

EWL

10

Exterior architectural lighting, attached to the facade

EWL

1

WL

2

H

Hanging from the ceiling

WL

WL

H

Junction box

1

2

Kitchen built-in light

1

Built into the kitchen

Pendant Light

2

Hanging from ceiling

Switch

8

Wall light

12

2'-7"

1'-10" Sink

2 WL

P

2'-6" 5'

W02

WL

5' 7'

WL

5' 7'

10"

HP | Sill 2'

D03

3'-2"

D03

2'-11"

5'-9" 6'-6"

2'-6" 7'

+0'

HP | Sill 2'

WL

Attached to interior wall

HP | Sill 2'

ID

Pcs.

3 seater sofa

1

Plan view

6'-8"

2'

3'-5" 3'-6" 3'-6" 3'-4"

W02

Armchair

1

2'-5"

1

7'-1"

3

Carpet

3'-3" 3'-6" 3'-6"

9'-5"

ID

Pcs.

Coffee table

1

Indoor heat pump unit

±0'

Plan view

ID

Pcs.

Shower cabin

1

9'

Island or dining table

1

ID

Pcs.

Wall mounted TV

1

Washer and dryer

1

Cabin House 2.1

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

B

C

D

E

F

G

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.

Kitchen elevation 3/4" = 1'-0"

2'

2'-6" 5'

EWL

2'-6" 5'

EWL

EWL

EWL

3'-5" 3'-8" 3'-6" 3

8'

Dishwasher

EI01 -

2

1'

2

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

33' 14'-9"

Cooktop base

1'-10"

46

W02

3'-3" 3'-6"

1'-10"

Light switch

EWL

11'

5'-10"

2

WL

WL

HP | Sill 2'

P

2'

2'

2

2

W01

5' 5' 5'-9"

D01

2'-4" 7'

Storage

1'

2'-4"

H

21'-4"

D01

2'-4" 7'

Backsplash

3'

B

18' 17'-4" 5'-9" 5' 7'

9'-1"

D01

5' 7'

1'-10"

6'-8"

P

2

2

2

10'-7"

16'-5"

3'-7"

Storage

5'-8"

2

WL

2

6'-1" 5'-9" 17'-4"

EWL

B

18'-9"

Built-in hood

2'-7"

Built in refrigerator

D03

5' 5'

Storage

11"

5'-10" 6'-6"

10"

Hanging light

EWL

9'-1"

WL4'-2"

3'-7"

2'-6" 5'

W02

5'-5"

2'-6" 7'

18'-9"

HP | Sill 2'

2'-4" 7'

1'-10"

Built in LED light

D03

D04

3'-3"

D03

2'-11"

HP | Sill 2'

W01

5' 5' 5'-10"

5' 5'

2'-4" 7'

1'-10"

8"

WL

WL

HP | Sill 2'

2'

1'-10"

10"

EWL

5' 5'

Exterior wall light

1'-10"

1'

W01

5' 5'

EWL

1'

1

HP | Sill 2'

Range hood exhaust

Details

2'

W01

ID

2'

3'

6'-9"

A

8' 5' 5'

B

33'

C

D

E

F

G

1'-11"

8' 5' 5'

A

0.

-

Electrical schedule

701 -

ProjectInformation

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

3'-4" 3'-6" 3'-4"

GSPublisherVersion 0.0.100.99

D01

Furniture schedule 1' = 1'-0"

Drawing Information

100 -

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

2"

D01

D02

D09

2'

±0' Ground floor -1' Foundation

D10

D09

1'-11"

D02

D06

4'-2"

D04

D11

11"

D05

D03

11"

+8' Roof framing

D03

5'-3"

D07

Truss will be designed by a licenced professional or commercially bought

2'-1"

+15' Roof

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

Author: Arch. Andrei Vasilief

Sections | Electrical Layout | Kitchen Elevation | Furniture Schedule

A102

3/8" = 1'-0", 3/4" = 1'-0", 1' = 1'-0"

10'-6.3"

8

2'-10.0"

Porch stud 4x4

701 -

2'-8.0"

1

---

2'-10.0"

1

---

---

---

6'-5.0"

9'-1.3"

33'-3.5"

1

3" 3"

3'-0.1"

---

5'-10.5"

6"

21'-4.0"

---

39'-3.6"

---

3'-5.0"

2"

---

Rough sill

1

1

---

9'-1.1"

---

15'-8.6"

1454'-10.7"

17'-10.5"

---

---

3'-2.0"

5'-5.3"

6"

---

3'-4.0"

Exterior door header

---

1

---

3

---

---

4" 11" 2"

5'-2"

2" 1'-3" 1'-3" 2"

Sole plate

5'-2"

2" 1'-3" 11" 10" 10" 10" 1'-8" 8" 11"

---

---

1'-10.0"

3'-0.0"

4'-0.0"

6"

1

---

2

4

---

---

Blocking stud

6

---

---

1'-2" 1'

10"

2"

2'-8"

2"

4"

Cripple stud

Framing elevation | Exterior wall 4/4 3/8" = 1'-0"

2" 2'-8"

2"

11" 11" 11" 2" 2'-8"

2"

4"

Trimmer stud

Roof tiles

16'-9.0"

2x3 stud

6"

2'-10"

9" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 9"

Bill of quantities 2/2 | square feet

2'-10" 6"

31'-9.0"

Material name

Porch beam

16'-8.9"

Porch Rafter

3'-4.0"

F05 -

Framing elevation | Interior wall 1/2 3/8" = 1'-0"

5'-10.5"

9'-1.1"

Material name

2'-9.5"

31'-9.0"

C -

Porch section 3/4" = 1'-0"

Storey

Surface

1/2'' Gypsum board

Ground floor

2,376.5

1/2'' Gypsum board

Roof

2,423.6

Exterior deck flooring

Ground floor

260.5

Exterior wooden siding

Ground floor

653.0

Floor tile

Ground floor

72.1

Interior wall paint

Ground floor

1,374.7

Polyethylene moisture barrier

Ground floor

948.0

Roof

1,138.2

Ground floor

639.0

Storey

Volume

Gravel or crushed stone, 4'' minimum thickness

Ground floor

168.6

Roof tiles

Insulation

Ground floor

308.0

Vapour barrier

Insulation

±0'

3'-4.0"

Frame elements schedule 1' = 1'-0"

9"

Interior door header

Exterior deck flooring

4

2"

Framing elevation | Exterior wall 3/4 3/8" = 1'-0"

Bill of quantities 1/2 | cubic feet

3"

---

5'-11.3"

4"

Jack studs

Porch beam

3"

---

5'-2"

Blocking stud

+6'-9"

2

2"

Top plate

2090'-1.3"

+7'-6"

6"

7'-8.0"

1

9"

F04 -

F03 -

3"

---

Framing elevation | Exterior wall 2/4 3/8" = 1'-0"

3'-3.0"

---

2"

524

1'

Cripple stud

2'-9.5"

---

10"

Top plate

King post

52

1

---

2'-8.0"

6"

---

---

21'-1.0"

1'-3.3"

6"

8'-5.5"

---

F02 -

24

---

2"

Rough sill

1'-3.0"

---

3"

7'-11.5"

---

Design Architect

1'-2" 1'-10"

2'-8"

King post

1'-1"

---

3"

2" 2" 2" 2"

5" 2"

Roof

518.2

Reinforced concrete

Foundation

1,148.6

Reinforced concrete

Ground floor

168.6

B01 -

Cubic feet materials 1' = 1'-0"

Vapour barrier

Roof

752.6

Wall tile

Ground floor

356.9

Wooden parquet

Ground floor

450.0

B02 -

Square feet materials 1' = 1'-0"

Cabin House 2.1 ProjectInformation

---

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

5"

5'

6" 6"

6"

1

1

6"

72

2"

4

2"

4

5'-4"

Top plate

Porch Rafter 2

1' 11"

1'-2"

---

Sole plate

3"

6

2"

4

2"

2

1'

2x6 stud

+8'-2"

2

1'

Author: Arch. Andrei Vasilief

Framing elevations | Bill of quantities Drawing Information

1

2"

1

2"

1

2"

Porch beam

1'

5'

6

6"

6"

6"

15

10"

1'-10"

5'-0.0"

1

King post

2"

1'-1"

---

6"

3" 6"

5'-2"

Wood deck support

1

2"

8

2'-10.0"

2"

Blocking stud

Window header

5'-8.0"

2

Jack studs

---

4"

Top plate

Top plate

Window header

1

5

5'-8.0"

7'-1"

3"

1

King post

6'-10"

Interior door header

---

---

Blocking stud

5'-0.0"

4

4

5'-0.0"

Framing elevation | Exterior wall 1/4 3/8" = 1'-0"

1'-10"

6"

3

---

---

2'-10.0"

---

6"

Exterior door header

1'-6.0"

6"

6"

2"

4

Cripple stud

Sole plate

1'-10"

---

Rough sill

1'-1"

2

2" 1'-3"

2x6 stud

F01 -

1'-2"

---

2

2

Cripple stud 8

0'-9.3"

8'

Window header

---

6"

2"

6"

---

5'-2"

32'-5.7"

Rough sill

12

7'-11.5"

Window header

6'-10"

2"

---

6"

2" 1'-3" 1'-3" 2"

Trimmer stud

5'

0'-11.5"

14

5'-2"

---

2"

6"

7'-1.0"

---

1

2"

8

3"

2"

2"

---

Ridge beam

Blocking stud

11" 11" 11" 11" 11" 11" 11" 11" 1' 11" 8" 10" 10" 10" 10" 10" 11" 1'-3" 2"

Trimmer stud

2"

7'-11.5"

16'-9.0"

2"

2"

6"

---

1'

64

56

8

---

Rafter

2x6 stud

Blocking stud Top plate

5'

---

6"

7'-7.0"

6"

8'-2.3"

4"

2"

3"

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

2"

62

2"

15

4"

2x3 stud

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

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

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

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"