Residential - Bungalow

Page 1

TAM Acreage Bungalow VINCENT TAM ARCHITECTURAL TECHNOLOGIST

Square footage: 1800 sq. ft. 3 Bedrooms 2.5 Bathrooms

LIST OF DRAWINGS

SHEET NUMBER

A0

SHEET NAME

TITLE SHEET

A1

EAST AND SOUTH ELEVATIONS

A2

WEST AND NORTH ELEVATIONS

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General Notes: · All construction must conform to local bylaws &/pr Alberta Building Code. · Weeping tile to be installed around all strip footings and ties to be drainage as per code. · All dimensional floor joists to be #2d.f. or better and doubled around all openings. · Pre-manufactured floor system - as per supplier · rood trusses to be engineered by others · All cantilevered floors to have R32 insulation · All M=L &/or bms to be engineered by others · * indicates 2'8 x 6'8 door c/w 1hr. min. fire rating & self closer and weather stripping · Attic access must be 22"x28" (min) & include insulation & weather stripping · Roof vents must be provided as per code · Provide insulation stops · Provide pre-finished fascia & evestroughing · Window sizes indicated are approximate glass size only. All window R.O., sizes, styles and types must be verified w/ owner prior to any installation or ordering · Flashing must be provided over doors & windows · Grade line is suggested only. verify steps & actual grade line on site w/ conditions · Main floor ht. to attached garage slab ht. is to be verified by surveyor w/ actual grade on site · Provide smoke detector(s) as per code · Min 2" clearance around furnace & fi.p. flues · Dryer vent must be 4"Ø c/w hood · indicates exhaust fan to exterior Stair Construction Notes: · Max. rise = 8" · Min. run - t.b.d. · Min. tread = 9 1 4" · Min. headroom = t.b.d. · Handrail ht. from 32" to 36" Reinforcing Notes: · Concrete foundation walls to be r/w 10mm @ 24" o.c. (vert.) & 10m @ 18" o.c. (horiz.) - 2-10m dowels e/s of openings. · Concrete strip footings to be r/w 2-10m bars - continuous · Basement slab r/w wwm c/w 6 mil poly moisture barrier on sand compacted to 98% proctor · Concrete pad footings r/w 10m @ 12" o.c. e/w · Garage slab r/w 2-10m bars @ 12"o.c. e/w on compacted sand to 98% proctor · Grade beam. r/w 2-10m continuous t%b c/w 10m ties @ 18" o.c. · Typical piles to be 12"Ø x 14'-0" deep r/w 2-15m - extended 60" above concrete & bent e/w - other piles to be engineered · Tie slab &/or sidewalk to grade bm./fdn wall w/2-10m T&b @ele · Engineer's drawings &/or stamp to be the responsibility of builder/ownder

No.

A3

MAIN FLOOR PLAN

A4

FOUNDATION PLAN

A5

BUILDING SECTION

Description

Date

VINCENT TAM BUNGALOW TITLE SHEET 2018-001 April 23, 2018 V. TAM B. TUCHSEN

Project number Date Drawn by Checked by

A0 Scale

N/A


VINCENT TAM ARCHITECTURAL TECHNOLOGIST

LIGHT GRAY GRANITE STONE FINISH TO SPECS

28x72 SKYLIGHT

EXPOSED UNDERSIDE OF ROOF TRUSS TO SPECS BY OTHERS DARK GRAY GRANITE STONE FINISH TO SPECS

DARK GRAY GRANITE STONE FINISH TO SPECS

12 3

EXPOSED ENG. APP. BEAM TO SPECS BY OTHERS

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LIGHT GRAY GRANITE STONE FINISH TO SPECS

2'-0"

12 2

LIGHT GRAY GRANITE STONE FINISH TO SPECS

20x20 F-F-F-F

10" FASCIA TO SPECS

10" FASCIA TO SPECS 8'x8' FAUX WOOD OVERHEAD DOOR BY OTHERS

2'-0"

20" THICK FEATURE DARK GRANITE STONE CANOPY TO SPECS BY OTHERS

2'-0" 36x72 SL-F

60x24 SL

36x72 F-F-SL

16'x8' FAUX WOOD OVERHEAD DOOR BY OTHERS

CEMENT PARGING

FINISHED GRADE

Stair Construction Notes: · Max. rise = 8" · Min. run - t.b.d. · Min. tread = 9 1 4" · Min. headroom = t.b.d. · Handrail ht. from 32" to 36"

30" THICK STONE FEATURE COLUMN TO SPECS BY OTHERS 1

A1

WOODEN STEPS AND RAILINGS TO SPECS BY OTHERS

EAST ELEVATION SCALE: 1/4" = 1'-0"

General Notes: · All construction must conform to local bylaws &/pr Alberta Building Code. · Weeping tile to be installed around all strip footings and ties to be drainage as per code. · All dimensional floor joists to be #2d.f. or better and doubled around all openings. · Pre-manufactured floor system - as per supplier · rood trusses to be engineered by others · All cantilevered floors to have R32 insulation · All M=L &/or bms to be engineered by others · * indicates 2'8 x 6'8 door c/w 1hr. min. fire rating & self closer and weather stripping · Attic access must be 22"x28" (min) & include insulation & weather stripping · Roof vents must be provided as per code · Provide insulation stops · Provide pre-finished fascia & evestroughing · Window sizes indicated are approximate glass size only. All window R.O., sizes, styles and types must be verified w/ owner prior to any installation or ordering · Flashing must be provided over doors & windows · Grade line is suggested only. verify steps & actual grade line on site w/ conditions · Main floor ht. to attached garage slab ht. is to be verified by surveyor w/ actual grade on site · Provide smoke detector(s) as per code · Min 2" clearance around furnace & fi.p. flues · Dryer vent must be 4"Ø c/w hood · indicates exhaust fan to exterior

Reinforcing Notes: · Concrete foundation walls to be r/w 10mm @ 24" o.c. (vert.) & 10m @ 18" o.c. (horiz.) - 2-10m dowels e/s of openings. · Concrete strip footings to be r/w 2-10m bars - continuous · Basement slab r/w wwm c/w 6 mil poly moisture barrier on sand compacted to 98% proctor · Concrete pad footings r/w 10m @ 12" o.c. e/w · Garage slab r/w 2-10m bars @ 12"o.c. e/w on compacted sand to 98% proctor · Grade beam. r/w 2-10m continuous t%b c/w 10m ties @ 18" o.c. · Typical piles to be 12"Ø x 14'-0" deep r/w 2-15m - extended 60" above concrete & bent e/w - other piles to be engineered · Tie slab &/or sidewalk to grade bm./fdn wall w/2-10m T&b @ele · Engineer's drawings &/or stamp to be the responsibility of builder/ownder

FEATURE STONE COLUMN

No.

10" FASCIA TO SPECS

Description

Date

28x72 SKYLIGHT 28x72 SKYLIGHT

ASPHALT SHINGLES

10" FASCIA TO SPECS

10" FASCIA TO SPECS

10" FASCIA TO SPECS PERGOLA TO SPECS BY OTHERS

2'-0"

2'-0"

2'-0"

60x24 SL

EXPOSED TRUSSES ON UNDERSIDE OF ROOF TO SPECS BY OTHERS

LIGHT GRANITE STONE FINISH TO SPECS

DARK GRANITE STONE FINISH TO SPECS FINISHED GRADE

ALUMINUM RAILING W/ GLAZING TO SPECS BY OTHERS

VINCENT TAM BUNGALOW EAST AND SOUTH ELEVATIONS

36x72 C-F-F-F

LIGHT GRANITE STONE FINISH TO SPECS

2018-001 April 23, 2018 V. TAM B. TUCHSEN

Project number 18x18 COLUMN

Date Drawn by Checked by

2

A1

A1

SOUTH ELEVATION SCALE: 1/4" = 1'-0" Scale

1/4" = 1'-0"


2'-0"

LIGHT GRANITE STONE FINISH TO SPECS

28x72 SKYLIGHT LIGHT GRANITE STONE FINISH TO SPECS

12 3

VINCENT TAM ARCHITECTURAL TECHNOLOGIST

12 2

40x20 F-F-F-F

www.linkedin.com/in/vtam12/ 10" FASCIA TO SPECS

10" FASCIA TO SPECS

2'-0" 2'-0" 48x72 F-F-F-F

60x48 SL

DARK GRANITE STONE FINISH TO SPECS

ALUMINUM RAILING W/ GLAZING TO SPECS BY OTHERS DARK GRANITE STONE FINISH TO SPECS

48x72 F-F-F-F

36x72 SL-F

48x72 F-F

LIGHT GRANITE STONE FINISH TO SPECS

FINISHED GRADE

1

A2

18x18 COLUMN

WEST ELEVATION SCALE: 1/4" = 1'-0"

General Notes: · All construction must conform to local bylaws &/pr Alberta Building Code. · Weeping tile to be installed around all strip footings and ties to be drainage as per code. · All dimensional floor joists to be #2d.f. or better and doubled around all openings. · Pre-manufactured floor system - as per supplier · rood trusses to be engineered by others · All cantilevered floors to have R32 insulation · All M=L &/or bms to be engineered by others · * indicates 2'8 x 6'8 door c/w 1hr. min. fire rating & self closer and weather stripping · Attic access must be 22"x28" (min) & include insulation & weather stripping · Roof vents must be provided as per code · Provide insulation stops · Provide pre-finished fascia & evestroughing · Window sizes indicated are approximate glass size only. All window R.O., sizes, styles and types must be verified w/ owner prior to any installation or ordering · Flashing must be provided over doors & windows · Grade line is suggested only. verify steps & actual grade line on site w/ conditions · Main floor ht. to attached garage slab ht. is to be verified by surveyor w/ actual grade on site · Provide smoke detector(s) as per code · Min 2" clearance around furnace & fi.p. flues · Dryer vent must be 4"Ø c/w hood · indicates exhaust fan to exterior Stair Construction Notes: · Max. rise = 8" · Min. run - t.b.d. · Min. tread = 9 1 4" · Min. headroom = t.b.d. · Handrail ht. from 32" to 36" Reinforcing Notes: · Concrete foundation walls to be r/w 10mm @ 24" o.c. (vert.) & 10m @ 18" o.c. (horiz.) - 2-10m dowels e/s of openings. · Concrete strip footings to be r/w 2-10m bars - continuous · Basement slab r/w wwm c/w 6 mil poly moisture barrier on sand compacted to 98% proctor · Concrete pad footings r/w 10m @ 12" o.c. e/w · Garage slab r/w 2-10m bars @ 12"o.c. e/w on compacted sand to 98% proctor · Grade beam. r/w 2-10m continuous t%b c/w 10m ties @ 18" o.c. · Typical piles to be 12"Ø x 14'-0" deep r/w 2-15m - extended 60" above concrete & bent e/w - other piles to be engineered · Tie slab &/or sidewalk to grade bm./fdn wall w/2-10m T&b @ele · Engineer's drawings &/or stamp to be the responsibility of builder/ownder

28x72 SKYLIGHT 10" FASCIA TO SPECS

No.

EXPOSED TRUSSES ON UNDERSIDE OF ROOF TO SPECS BY OTHERS

Description

Date

ASPHALT SHINGLES

LIGHT GRAY GRANITE STONE FINISH TO SPECS

DARK GRAY GRANITE STONE FINISH TO SPECS

10" FASCIA TO SPECS

2'-0"

2'-0" 30" STONE FEATURE COLUMN TO SPECS BY OTHERS

2'-0" 36x24 F-F

48x72 SL-F-F

LIGHT GRAY GRANITE STONE FINISH TO SPECS

WOODEN RAILING AND STAIRS TO SPECS BY OTHERS FINISHED GRADE

VINCENT TAM BUNGALOW WEST AND NORTH ELEVATIONS

60x24 SL

2018-001 April 23, 2018 V. TAM B. TUCHSEN

Project number Date

1

A2

NORTH ELEVATION SCALE: 1/4" = 1'-0"

Drawn by Checked by

A2 Scale

1/4" = 1'-0"


75'-6" 21'-6"

12'-4"

23'-10 1/2"

17'-9 1/2"

12'-2"

29'-6"

VINCENT TAM ARCHITECTURAL TECHNOLOGIST ENG. APP. BEAM BY OTHERS

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4'-11" COVERED DECK 60x24 SL

GREAT ROOM 11'8x16'4

General Notes: · All construction must conform to local bylaws &/pr Alberta Building Code. · Weeping tile to be installed around all strip footings and ties to be drainage as per code. · All dimensional floor joists to be #2d.f. or better and doubled around all openings. · Pre-manufactured floor system - as per supplier · rood trusses to be engineered by others · All cantilevered floors to have R32 insulation · All M=L &/or bms to be engineered by others · * indicates 2'8 x 6'8 door c/w 1hr. min. fire rating & self closer and weather stripping · Attic access must be 22"x28" (min) & include insulation & weather stripping · Roof vents must be provided as per code · Provide insulation stops · Provide pre-finished fascia & evestroughing · Window sizes indicated are approximate glass size only. All window R.O., sizes, styles and types must be verified w/ owner prior to any installation or ordering · Flashing must be provided over doors & windows · Grade line is suggested only. verify steps & actual grade line on site w/ conditions · Main floor ht. to attached garage slab ht. is to be verified by surveyor w/ actual grade on site · Provide smoke detector(s) as per code · Min 2" clearance around furnace & fi.p. flues · Dryer vent must be 4"Ø c/w hood · indicates exhaust fan to exterior

ROD & SHELF

W.I.C.

3'-2"

3'-2" 11'-5"

DINING 11'8x16'4

68x80

7'-0"

22'-0"

4'-7 1/2"

ALUMINUM RAILING W/ GLAZING TO SPECS BY OTHERS

3'-8 1/2"

48x72 F-F-F-F

ENG. APP. BEAM BY OTHERS

15R DN REF.

2x6 PLUMBING WALL

32x80

59'-6"

BEDROOM 2 14'5x10'7

10'-6"

COVERED ENTRY

SINGLE GARAGE 12'x26'

5'-10"

Reinforcing Notes: · Concrete foundation walls to be r/w 10mm @ 24" o.c. (vert.) & 10m @ 18" o.c. (horiz.) - 2-10m dowels e/s of openings. · Concrete strip footings to be r/w 2-10m bars - continuous · Basement slab r/w wwm c/w 6 mil poly moisture barrier on sand compacted to 98% proctor · Concrete pad footings r/w 10m @ 12" o.c. e/w · Garage slab r/w 2-10m bars @ 12"o.c. e/w on compacted sand to 98% proctor · Grade beam. r/w 2-10m continuous t%b c/w 10m ties @ 18" o.c. · Typical piles to be 12"Ø x 14'-0" deep r/w 2-15m - extended 60" above concrete & bent e/w - other piles to be engineered · Tie slab &/or sidewalk to grade bm./fdn wall w/2-10m T&b @ele · Engineer's drawings &/or stamp to be the responsibility of builder/ownder

No.

48x72 SL-F-F

Description

Date

7'-0"

6'-0"

60x24 SL

36x72 SL-F

11'-1"

S.D.

BATHROOM 5'5x10'7

2x6 PLUMBING/BEARING WALL

2-24x80

32x80

32x80

2-24x80

ROD & SHELF

ENG. APP. BEAM BY OTHERS

32x80 2-30x80

1'-10 1/2" 27'-0"

SEE NOTES

2x6 PLUMBING WALL

ROD & SHELF

FOYER 10'8x7'7

30" WIDE STONE WALL COLUMN

W.

ENG. APP. BEAM BY OTHERS

DOUBLE GARAGE 24'x24'

BEDROOM 3 9'4x10'7

32x80

ENG. APP. HIGH HEEL ROOF TRUSSES @ 24" O.C.

ENG. APP. BEAM BY OTHERS

S.D.

2-24x80

32x80

ENG. APP. BEAM BY OTHERS

BATHROOM 5'5x10'7

D.

5'-2 1/2"

ROD & SHELF

60x24 SL

6'-1 1/2"

10'-1 1/2" 59'-6"

1'-10 1/2"

LAUNDRY W/ STORAGE 6'6x9'10"

Stair Construction Notes: · Max. rise = 8" · Min. run - t.b.d. · Min. tread = 9 1 4" · Min. headroom = t.b.d. · Handrail ht. from 32" to 36"

3'-2"

SEE NOTES

POWDER ROOM 5'2x5'10 32x80

37'-1"

SEE NOTES

36" H. RAILING TO SPECS S

36x90 DBL. SHWR.

36x24 F-F

4'-0"

ENSUITE 13'2x7'6

3'-6"

4'-0"

4'-3 1/2"

ENG. APP. BEAM BY OTHERS C/W BULKHEAD OVER SHLVS.

32x80

2'-2"

24 x

80

5'-6"

2-WAY ELECTRIC F/P IN FEATURE WALL

48x72 SL-F-F

32'-6"

32'-6"

5'-2"

8'-0"

10'-2"

ENG. APP. HIGH HEEL ROOF TRUSSES @ 24" O.C.

19'-10"

7'-4"

ENG. APP. HIGH HEEL ROOF TRUSSES @ 24" O.C.

32x80

KITCHEN 12'5x14'10

RANGE

MASTER BEDROOM S.D. 17'x12'3

D/W

EATING BAR

11'-1"

S

18'-0"

ENG. APP. BEAM BY OTHERS

8'x8' OHD.

20'-5"

WOOD STEPS TO SPECS

12'-10"

5'-3"

7'-8"

12'-0"

8'-9"

22'-5"

ENG. APP. HIGH HEEL ROOF TRUSSES @ 24" O.C.

16'x8' OHD.

2'-0"

ENG. APP. BEAM BY OTHERS ENG. APP. BEAM BY OTHERS

18'-6"

10'-6"

10'-6"

12'-3"

29'-0"

5'-9"

VINCENT TAM BUNGALOW MAIN FLOOR PLAN

18'-0"

46'-6" 75'-6"

2018-001 April 23, 2018 V. TAM B. TUCHSEN

Project number Date 1

A3

MAIN FLOOR PLAN SCALE: 1/4" = 1'-0"

Drawn by Checked by

A3 Scale

1/4" = 1'-0"


75'-6" 21'-6"

12'-4" 7'-0"

41'-8" 5'-4"

5'-5"

7'-0"

7'-0"

22'-3"

VINCENT TAM ARCHITECTURAL TECHNOLOGIST

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18x18 COLUMNS 48x72 F-F-F-F

36x72 F-SL

68x80

7'-0"

General Notes: · All construction must conform to local bylaws &/pr Alberta Building Code. · Weeping tile to be installed around all strip footings and ties to be drainage as per code. · All dimensional floor joists to be #2d.f. or better and doubled around all openings. · Pre-manufactured floor system - as per supplier · rood trusses to be engineered by others · All cantilevered floors to have R32 insulation · All M=L &/or bms to be engineered by others · * indicates 2'8 x 6'8 door c/w 1hr. min. fire rating & self closer and weather stripping · Attic access must be 22"x28" (min) & include insulation & weather stripping · Roof vents must be provided as per code · Provide insulation stops · Provide pre-finished fascia & evestroughing · Window sizes indicated are approximate glass size only. All window R.O., sizes, styles and types must be verified w/ owner prior to any installation or ordering · Flashing must be provided over doors & windows · Grade line is suggested only. verify steps & actual grade line on site w/ conditions · Main floor ht. to attached garage slab ht. is to be verified by surveyor w/ actual grade on site · Provide smoke detector(s) as per code · Min 2" clearance around furnace & fi.p. flues · Dryer vent must be 4"Ø c/w hood · indicates exhaust fan to exterior

14'-11"

36x72 F-F

WALKOUT BASEMENT

ENG. APP. BEAM BY OTHERS

ENG. APP. BEAM BY OTHERS

60x24-SL

ENG. APP. BEAM BY OTHERS

36x72 F-F-F-C

Stair Construction Notes: · Max. rise = 8" · Min. run - t.b.d. · Min. tread = 9 1 4" · Min. headroom = t.b.d. · Handrail ht. from 32" to 36" UP 15R

22'-2"

H/W HEATER

FURNACE

3'-9 1/2"

4'-0 1/2"

9'-3 1/2"

59'-6"

MECHANICAL/STORAGE

1'-7 1/2"

59'-6"

19'-10 1/2"

ENG. APP. BEAM BY OTHERS

14" ENG-APP. I-JOISTS @ 16" O.C. -TO MANUFACTURER'S SPECS (TYP.)

9'-2"

25'-6"

11-7/8" DECK JOISTS @ 16" O.C. BY OTHERS

16'-4"

21'-8"

ENG. APP. BEAM BY OTHERS

ROUGH BUCK TO SUIT SITE

securely tie garage fdn. to fdn. wall w/ 2-15M bars t&b @ ele

No.

8x60 REINF CONC. FDN. WALL ON 20x8 REINF. CONC. STRIP FOOTINGS -SEE REINF NOTES NOTE: lateral bracing req'd every 38.4" o/c (max.)

11'-2"

Description

Date

8x108 REINF. CONC. FDN. WALL ON 20x8 REINF. CONC. STRIP FOOTINGS -SEE REINF NOTES (TYP.)

20'-5"

4" CONC. SLAB ON COMP. SAND FILL ON 6mil POLY V/B -SEE REINF NOTES

27'-0"

Reinforcing Notes: · Concrete foundation walls to be r/w 10mm @ 24" o.c. (vert.) & 10m @ 18" o.c. (horiz.) - 2-10m dowels e/s of openings. · Concrete strip footings to be r/w 2-10m bars - continuous · Basement slab r/w wwm c/w 6 mil poly moisture barrier on sand compacted to 98% proctor · Concrete pad footings r/w 10m @ 12" o.c. e/w · Garage slab r/w 2-10m bars @ 12"o.c. e/w on compacted sand to 98% proctor · Grade beam. r/w 2-10m continuous t%b c/w 10m ties @ 18" o.c. · Typical piles to be 12"Ø x 14'-0" deep r/w 2-15m - extended 60" above concrete & bent e/w - other piles to be engineered · Tie slab &/or sidewalk to grade bm./fdn wall w/2-10m T&b @ele · Engineer's drawings &/or stamp to be the responsibility of builder/ownder

ROUGH BUCK TO SUIT SITE

2'-0"

VINCENT TAM BUNGALOW FOUNDATION PLAN

9'-6"

9'-6" 19'-0"

4'-9"

5'-3" 10'-0"

46'-6" 75'-6"

2018-001 April 23, 2018 V. TAM B. TUCHSEN

Project number Date 1

A4

FOUNDATION PLAN SCALE: 1/4" = 1'-0"

Drawn by Checked by

A4 Scale

1/4" = 1'-0"


VINCENT TAM ARCHITECTURAL TECHNOLOGIST

www.linkedin.com/in/vtam12/

ROOF ASSEMBLY ASPHALT SHINGLES 1 2" PLYWOOD SHEATHING C/W H-CLIPS AS REQ'D 2x4 ENGINEERED TRUSSES @ 24"O.C. w/R-40 BATT INSUL. 6mil POLYETHYLENE VAPOUR BARRIER 1 2" GYPSUM BOARD EXTERIOR WALL ASSEMBLY GRANITE STONE FINISH 2" RIGID INSUL. SHEATHING MEMBRANE 1 2" OSB SHEATHING 2x6 STUD WALL @ 16" O.C. WITH R-20 BATT INSUL. 6mil POLYETHYLENE VAPOUR BARRIER 1 2" GYPSUM BOARD

28x72 SKYLIGHT 12 3

HIGH SLOPED CEILING W/ EXPOSED ROOF TRUSSES

12 2

BATHROOM

BEDROOM 3

MAIN FLOOR ASSEMBLY 3 4" T&G OSB SUBFLOOR 11-7/8" ENGINEERED I-JOISTS @16"O.C. W/ SPRAY FOAM INSUL. @ PERIMETER 1-3/4" PARALLAM RIMBOARD 1 2" GYPSUM BOARD CEILING

CLOSET DOOR HEADER

FOYER

SINGLE GARAGE

2'-0"

DOUBLE GARAGE

2x6 PLUMBING/BEARING WALL FINISHED GRADE 10 7/8"

T/O SUBFLOOR

2'-0"

U/S JOISTS

FOUNDATION WALL ASSEMBLY 2" RIGID INSULATION TO T/O FOOTING 2 COATS BITUMINOUS DAMPPROOFING 8"x8' CONC. FOUNDATION WALL 2" AIRSPACE 2x4 STUD WALL W/R-20 BATT INSUL. 6mil POLYETHYLENE VAPOUR BARRIER 1 2" GYPSUM BOARD

Reinforcing Notes: · Concrete foundation walls to be r/w 10mm @ 24" o.c. (vert.) & 10m @ 18" o.c. (horiz.) - 2-10m dowels e/s of openings. · Concrete strip footings to be r/w 2-10m bars - continuous · Basement slab r/w wwm c/w 6 mil poly moisture barrier on sand compacted to 98% proctor · Concrete pad footings r/w 10m @ 12" o.c. e/w · Garage slab r/w 2-10m bars @ 12"o.c. e/w on compacted sand to 98% proctor · Grade beam. r/w 2-10m continuous t%b c/w 10m ties @ 18" o.c. · Typical piles to be 12"Ø x 14'-0" deep r/w 2-15m - extended 60" above concrete & bent e/w - other piles to be engineered · Tie slab &/or sidewalk to grade bm./fdn wall w/2-10m T&b @ele · Engineer's drawings &/or stamp to be the responsibility of builder/ownder

No.

Description

Date

9'-4"

ENG-APPROVED BEAM BY OTHERS 8'-4"

FINISHED GRADE

FURR DOWN FOR R-32 INSUL.

EXPOSED ENG-APPROVED BEAM TO SPECS BY OTHERS

9'-6"

10'-6"

15'-0"

BEDROOM 2

Stair Construction Notes: · Max. rise = 8" · Min. run - t.b.d. · Min. tread = 9 1 4" · Min. headroom = t.b.d. · Handrail ht. from 32" to 36"

11'-7"

CLOSET DOOR HEADER

19'-9 1/2"

2x4 PARTITION WALL

19'-1 1/2"

T/O PLATES

2'-0"

16'-7"

HIGH SLOPED CEILING W/ EXPOSED ROOF TRUSSES

General Notes: · All construction must conform to local bylaws &/pr Alberta Building Code. · Weeping tile to be installed around all strip footings and ties to be drainage as per code. · All dimensional floor joists to be #2d.f. or better and doubled around all openings. · Pre-manufactured floor system - as per supplier · rood trusses to be engineered by others · All cantilevered floors to have R32 insulation · All M=L &/or bms to be engineered by others · * indicates 2'8 x 6'8 door c/w 1hr. min. fire rating & self closer and weather stripping · Attic access must be 22"x28" (min) & include insulation & weather stripping · Roof vents must be provided as per code · Provide insulation stops · Provide pre-finished fascia & evestroughing · Window sizes indicated are approximate glass size only. All window R.O., sizes, styles and types must be verified w/ owner prior to any installation or ordering · Flashing must be provided over doors & windows · Grade line is suggested only. verify steps & actual grade line on site w/ conditions · Main floor ht. to attached garage slab ht. is to be verified by surveyor w/ actual grade on site · Provide smoke detector(s) as per code · Min 2" clearance around furnace & fi.p. flues · Dryer vent must be 4"Ø c/w hood · indicates exhaust fan to exterior

BASEMENT

GARAGE FLOOR ASSEMBLY 4" CONC. SLAB 6mil POLYETHYLENE VAPOUR BARRIER 8" GRANULAR FILL

T/O FOOTINGS

BASEMENT FLOOR ASSEMBLY 4" CONC. SLAB 6mil POLYETHYLENE VAPOUR BARRIER 8" GRANULAR FILL

A A5

BUILDING SECTION A-A SCALE: 1/4" = 1'-0"

VINCENT TAM BUNGALOW BUILDING SECTION 2018-001 April 23, 2018 V. TAM B. TUCHSEN

Project number Date Drawn by Checked by

A5 Scale

1/4" = 1'-0"


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