Project Catalogue | Cabin House 1.0 | Sample CD set

Page 1

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 1.0 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


2

B

1

17'-4" 17'-4"

2

11"

18' 17'-4" 11'-1"

2'-6" 5'

King post W02

W02 2'-6" 5'

A

King post

F04

10"

A

2'-6" 5'

2'-6" 5'

A

HP | Sill 2'

4'-4"

7'-1" 8'

3'-2"

Animo Regis SRL

King post

Asphalt shingles A

FL.:

10"

Laundry

4

FL.:

49 sq ft

P.: 31'-10.9"

Tiles D02

N.A:

18 sq ft

P.: 17'-1.1"

Plumbing

W01 Dim.5' x 5'

+8'-3"

-4"

5

Tiles

N.A:

D02 2'-6" 7'

7'-1"

7'-1"

W4'-6"

11'-10" Bathroom

W01 Dim.5' x 5'

W01 Dim.5' x 5' +8' 1 Roof framing

+7'

King post

F06

King post

B

B

Wooden siding

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

B

1'

+15' 3 Roof

HP | Sill 2'

10"

B

+14'-10"

3'-2"

8'-1" 7'-1"

1

Design Architect

N

B

2'-6" 7'

N

King post

Jack studs

King post

+2'

Island or dining table

5' 7'

±0'

F03

Open plan living room

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

Jack studs

64'-2.0"

5' 7'

A

+14'-10"

+15' 3 Roof

F05

D03

D03

2'-6" 7'

2'-6" 7'

2'-10"

D

257 sq ft

P.:

Fireplace

D

N.A:

100 -

-1'

5' 7'

5' 5'

Parquet

D01

HP | Sill 2'

W01

A

FL.:

C

E

2'-6" 13'-9" 30'

Jack studs

F01

±0' 0 Ground floor -1' -1 Foundation

-1'

1

A

D

5' 7'

+0'

D01

HP | Sill 2'

W01

5' 5'

16'

2'-6"

30'

W

C

7'-6" 5' 5'

A

C

E

W

29'-4" 13'-9"

C

13'-9" 29'-4"

6'-3" 5' 5'

EI01

King post

Asphalt shingles

D

King post

King post

Study

10"

Parquet

N.A:

42 sq ft

Bedroom 2

P.: 26'-4.5"

5'-6"

1'-7"

84 sq ft

King post

HP | Sill 2'

5' 5' W01

F02

1'

5' 5'

6'-1" 17'-2" 18'

5' 5'

1

1'

S

N

1

2

1'

9'

20' 17'-4"

9'

1'

7'-1"

7'-1"

6'-3"

6'-3"

30'

7'-6"

1

100 -

±0'

5'

5'

7'-0"

2'-6"

Interior solid leaf side hung door

7'

2

2'-6"

7'-0"

2'-6"

Interior solid leaf sliding door

7'

2

2'-6" 2'-6"

+8' 1 Roof framing

W01

5

5'-0"

5'-0"

5' 5'

W02

2

5'-0"

2'-6"

2'-6" 2'-6"

Double side hung window

N

Side hung window with 1 opening

13

-4"

100 -

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

E

W02 Dim.2'-6" x 5'

+8'-3"

E

1'

9'

17'-4" 20'

1

W02 Dim.2'-6" x 5'

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

100 -

+8' 1 Roof framing

Wooden siding

9'

+2'

1'

±0' -1'

2 S

B

+15' 3 Roof

D

+7'

8'-8"

±0' 0 Ground floor -1' -1 Foundation

A

8'-6"

D

8'-6"

D

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

5'-0"

ProjectInformation

A

2 S

W01 Dim.5' x 5'

+14'-10"

E

17'-4"

7'-0"

Glazed exterior side hung double door

B

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

100 -

±0' 0 Ground floor -1' -1 Foundation

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

Cabin House 1.0

Design Architect: Arch. Andrei Vasilief

Foundation | Floor | Roof Plans Drawing Information

A

1'

E

Wooden siding

D03

1'

Truss

2

Description

2'-6"

C

30'

C

32'

C

1'

Top plate

8'-8"

W01 Dim.5' x 5' +7'

1'

1' 11" 11" 11" 11" 11" 11" 11" 1' 9" 1' 8'-6"

1'

Truss

D02

B

7'-6"

Rafter

D01

-1'

1'

Top plate

8'-6" 1' 11" 11" 11" 11" 11" 11" 11" 1' 9" 1'

D

B

1'

Ridge beam

ID

+2'

E

Truss

1'

A

1' 9" 1'-6" 11" 11" 11" 11" 1' 13'-9" 29'-4"

Rafter

1'

W

C

B

29'-4" 13'-9"7" 1' 1' 9" 11" 11" 11" 11" 11" 1'

B

+15' 3 Roof

A

+8'-3"

W

Rafter

Top plate

A

1' 10" 10" 10" 10" 10" 10" 1' 7'-1"

A

7'-1" 1' 10" 10" 10" 10" 10" 10" 1'

A

+14'-10"

Door and window schedule Plan Frontal Pcs. Height Width view view

5'

8'-8"

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

B

1'

8'-8"

100 -

1'

17'-4"

±0' 0 Ground floor -1' -1 Foundation

B

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

2

-4"

2

B

1

±0'

3'-2"

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

N

3'-2"

7'

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

B

100 -

Wooden siding

E

5'

S

+7'

E

2

+8' 1 Roof framing

HP | Sill 2'

32'

1

+8'-3"

D01 Dim.5' x 7'

King post

W01

17'-4" 17'-4"

D01 Dim.5' x 7'

10"

10"

E

N.A:

10'-11"

5' 5'

E

Parquet

P.: 37'-1.5"

King post

E

FL.:

9'-5" 8'-6"

5' 5'

FL.:

8'

HP | Sill 2'

W01

8'-6" 5' 5'

8'-6"

8'-6"

3

A101 3/8" =

1'-0"

4/28/2022


D08 PLEASE NOTE: Trusses will either be commercially purchased or designed by a licensed professional, i.e. a structural engineer

D07

+8' Roof framing

D11

Truss will be designed by a licenced professional or commercially bought

+8' Roof framing

D03

D05 D04

D02

D03

D06

D10

D09

D02

D09

±0' Ground floor -1' Foundation

7'-6" 5' 5'

2'-10"

6'-3" 5' 5'

2'-6"

Electrical schedule

A

C

ID

7'-1" 8'

Pcs.

Plan view

Details

2

Double socket

14

1'

10"

EWL

W01

5' 5'

WL

2'-6" 5'

2'-6" 5'

W02

16'

4'-4"

WL

D03

8'

EWL

2'-8"

1'-10"

2'

Hanging light

2

1'-10"

1'-11"

Hanging from the ceiling

H

Built in refrigerator

2

2

11'-10"

WL

WL

1

Kitchen built-in light

1

Built into the kitchen

2

Hanging from ceiling

B

18' 17'-4" 11'-1"

EWL

WL

2

H

H

2

Wall light

9

1'-10"

2'

1'-10"

1'-11"

Light switch

2

10'-11"

8

Cooktop base Dishwasher

3'

2

P

2'-8"

Switch

Storage

1'

Sink

Pendant Light

Backsplash

7'

Junction box

10"

EWL

2

701 Furniture schedule

701 Furniture schedule

701 Furniture schedule

701 Furniture schedule

ID

ID

ID

ID

Plan view

6'-8"

2'

1

Island or dining table

1

Shower cabin

1

10'-1"

Toillet

1

1

1

A

B

C

-1'

A

D

E

Coffee table

1

2'

Single vanity

1

1

7'-10"

4'

Wardrobe

1

7'-10"

2'-7"

2'

Indoor heat pump unit

1

Stool

4

Washer and dryer

1

1'-5"

W 2'

19

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.

701 -

Cabin House 1.0

2'-10"

7'-10"

9'

4'-3"

Fireplace

Wall mounted TV

1'-11"

Carpet

7'-1"

8'-1" 7'-1"

Plan view

1'-2"

1'-5"

2'-5"

1

6'-8"

1

Double bed with bedside tables

6'-7"

2'

3'-2"

Armchair

-4"

5' 7'

Desk with chair

Pcs.

Furniture schedule 1' = 1'-0"

Drawing Information

1

Plan view

5'-4"

3'-2"

3'-2"

3'-2"

2'-6" 13'-9" 30'

2'-4"

2

1'

5' 7'

EWL

5' 7'

EWL

D01

3 seater sofa

Pcs.

2"

10"

2

2

D01

5' 7'

Pcs.

WL

WL

10"

1'

2

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

9'-5" 8'-6"

Plan view

1'-8"

Pcs.

1'-10"

2'-6" 5'

W02

2'-6" 5'

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

ProjectInformation

43

HP | Sill 2'

4'-6"

D02

+0'

WL

P

P

2'-6" 7'

EI01 -

2

2

D03

HP | Sill 2'

W01

5' 5'

2'-6" 7'

Attached to interior wall

WL

2'

6'-1" 17'-2" 18'

B

5' 5'

Built-in hood Storage

Built in LED light

HP | Sill 2'

D02

2'-6" 7'

WL

2'-6" 7'

6

Exterior architectural lighting, attached to the facade

HP | Sill 2'

5'-6"

2

10"

HP | Sill 2'

2

W01

5' 5'

5' 5'

HP | Sill 2'

1

11"

2

1'

1

HP | Sill 2'

Exterior wall light

Storage

8"

EWL

5' 5'

10"

W01

5' 5'

W01

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

Range hood exhaust

2'-1"

1'-7"

B

A

D

E

0. -

8'-6" 5' 5'

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

100 -

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

30'

D01

2'

100 -

2'

D01

2'

±0' Ground floor -1' Foundation

GSPublisherVersion 0.0.100.99

Design Architect

+15' Roof

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

+15' Roof

Author: Arch. Andrei Vasilief

Sections | Electrical Layout | Kitchen Elevation | Furniture Schedule

A102

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


6" 11" 1'-1"

5'-4"

1'-1"

5"

1'-5"

11"

1'

2'

1'

Trimmer stud

Cripple stud

5'-4"

Sole plate

1'

11"

11"

11"

11"

11"

11"

11"

1'

6"

5'-4"

10" 10" 6"

5'-4" Jack studs

5"

1'

10" 10" 10" 10" 10" 10"

1'

Cripple stud

2"

2"

F02 -

F03 -

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

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

2"

Top plate

4"

1'

9"

4"

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

9"

5"

Rough sill

2x6 stud

King post

Sole plate

1'-6"

2" 1'-6"

2"

F01 -

11"

4"

4"

Rough sill

Design Architect

4"

3'-11"

7'

5'-4"

Blocking stud

2x6 stud

King post

Exterior door header

8'

6" 10" 10"

4"

Top plate

Window header

5'

5'-4"

4"

1'

Window header

5"

Top plate

King post

2"

Top plate

5'

1'

King post

8'

8'

10" 10" 10" 10" 10" 10"

Blocking stud

4"

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 4" 2"

1'

4"

2x6 stud

1'

Blocking stud

King post

11"

1'

1'

1'

1'

6" 6"

1'

1'

1'

1'

11"

Rough sill

2'-9"

Interior door header

2x3 stud

6"

Interior door header

Cripple stud

1'-3"

2'-10"

10" 11" 11" 11" 8" 1'-1" 11" 10"

2'-10" 10" 11" Jack studs

4"

Top plate

Blocking stud

Top plate

Blocking stud

King post

Top plate

7'-1"

2'-10"

5'

Window header 6"

Interior door header

Blocking stud

2'-10"

11"

10" 11"

11"

11"

11"

11"

11"

11"

11"

11" 10"

2'-10"

Sole plate

1'-6"

Sole plate

11"

Bill of quantities 1/2 | cubic feet

1

Interior door header

---

2'-10.0"

2

King post 17

6"

6"

2"

8

3"

6"

4

2"

2

Jack studs

8'-2.3"

---

7'-11.5"

---

8'-5.5"

Ridge beam

2"

56

---

2 2

4

---

9

10'-6.3"

6"

6"

1276'-2.6"

Cubic feet materials 1' = 1'-0"

Bill of quantities 2/2 | square feet Storey

Surface

---

1/2'' Gypsum board

Ground floor

2,203.6

-----

1/2'' Gypsum board

Roof

2,210.2

---

Exterior floor finish

Ground floor

100.2

---

16'-8.9"

Exterior wooden siding

Ground floor

642.3

---

28'-9.0"

Floor tile

Ground floor

73.6

---

1'-10.2"

---

16'-9.0"

Interior wall paint

Ground floor

1,166.9

Polyethylene moisture barrier

Ground floor

853.1

Roof

766.8

2'-6.1"

1

4'-5.5"

29

7'-4.7"

317

8'-0.5"

8'-10.2"

Material name

---

4'-5.5"

Roof tiles

---

8'-0.5"

Vapour barrier

Ground floor

628.5

---

1'-10.2"

---

28'-9.0"

Vapour barrier

Roof

687.8

---

16'-9.0"

Wall tile

Ground floor

405.3

Wooden parquet

Ground floor

406.9

Trimmer stud

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

1222'-9.7"

B01 -

---

Top plate

4

Rafter

701 -

3"

4

1

3'-2.4"

152.4

Frame elements schedule 1' = 1'-0"

B02 -

Square feet materials 1' = 1'-0"

Cabin House 1.0 ProjectInformation

5'-0.0"

---

Ground floor

Author: Arch. Andrei Vasilief

Framing elevations | Bill of quantities Drawing Information

---

1

29'-5.7"

Reinforced concrete

6"

6"

Exterior door header

---

661.7

3"

1

---

3'-4.4"

Foundation

6"

1

---

Reinforced concrete

Wood deck support 1

1

2

5'-8.0"

5'-8.0"

471.6

3"

1'-6.0"

---

---

Roof

6"

6"

2"

7

3

Sole plate

1

Cripple stud

5'-0.0"

5'-0.0"

Insulation

3"

---

---

---

296.2

6"

0'-9.3"

2

Ground floor

3"

---

2'-10.0"

2'-10.0"

Insulation

6"

3"

0'-11.5"

---

---

152.4

3"

6"

6"

6

2

Ground floor

3"

8

4

---

2'-10.0"

Gravel or crushed stone, 4'' minimum thickness

3"

7

7'-11.5"

2"

Blocking stud

6"

2"

57

2"

2

2x6 stud

---

6"

2

6"

---

Volume

6"

8'-2.3"

Storey

6"

2"

3"

6"

Window header

Rough sill

52

Length(where applicable) ---

6"

2x3 stud

Length(where applicable) 29'-9.0"

Wooden framing elements schedule Height (where ID Number of Pieces Plan view applicable) 6" 10 7'-11.5" 2"

Wooden framing elements schedule Height (where ID Number of Pieces Plan view applicable) 1 ---

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

2"

Length(where applicable)

Framing elevation | Interior wall 1/2 F06 3/8" = 1'-0" -

2"

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

F05 -

2"

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

2"

F04 -

Material name

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"


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