a2 · lockhart/ carr residence: 23670 32nd avenue langley, bc : design: ... port cochere for struc...

FOU

ND

ATION

/ SLAB O

N G

RAD

E PLAN

SCALE: 3/16" = 1'-0"

S N

83'-0"

35'-6"12'-0"

35'-6"

83'-0"

45'-0"

50'-0"

45'-0"

5'-0"

50'-0"

45'-0"

30'-418"

45'-0"

25'-1 12 "

19'-10 12 "

12'-312"

28'-1034 "

I

A7

AA5

BA5

CA5

DA5

EA6

HA7

GA6

FA6

REFLECTING

PON

D

PR 300.44'

PR 301.0'

PR 301.68'

PR 298.24'

PR 298.24'

PR 301.68'

2'-0"

ROCK RET. W

ALL

45.00°

135.00°

GARAG

E SOG

line of 2nd floor above



12'-7 12 "

12'-7 12 "

2'-7"

PAD FOR MASONRY

PAD FOR MASONRY

ABCD

12

34

56

78

910

1112

13

14

15

16

17

18

19

20

21

A

B

C

D

E

TOC 301.85'

TOC 301.85'

TOC 301.85'

TOC 301.85'

TOC 301.85'

TOC 301.85'

TOC 302.35'

TOC 301.75'

TOC 301.75'

TOC 301.85'

TOC 301.85'

TOC 301.85'

TOC 301.85'

TOC 301.85'

TOC 301.85'

TOC 301.85'

PR 301.68'

PR 301.68'

PR 298.24'

PR 298.24'

PR 298.24'

PR 301.25'

PR 301.68'

PR 301.68'

TOC 301.85'

11'-4 34 "

7'-0"

1'-4 18 "

25'-414" 12'-734"

9'-8"

4'-0 78 "

19'-6 58 "

7'-158"

1'-6"

1'-6"

4'-6"

19'-358"25'-838"

27'-214 "

3'-10"

16'-3"

718"19'-018"6'-814"

25'-5"

5'-6 38 "

14'-6 18 "

16'-8"

16'-638"

12'-10"

23'-0"

5'-838"

12'-11 14 "

10'-0 14 "

3'-014"

9'-0"

2'-1134"

20'-0"

15'-0"

23'-4"7'-0"

19'-4"

PR 302.35'

SOG

ELEVATOR PIT

DEPTH

REQU

IREDTO

BE PROVID

EDBY SU

PPLIER

6'-4 14 "

5'-8"

4'-214"

5'-534"

PR 302.35'

SOG

TOC 302.35'

TOC 301.85'

TOC 301.85'

PR 301.75'

SLOPE TO DRAIN

PR 302.35'

SOG

LOCKHART/ CARR RESIDENCE 23670 32ND AVENUELANGLEY, BC

CON

STRUCTIO

N:

DESIGN:

414 - 55 WATER STREET VANCOUVER, BC V6B 1A1

PHONE: (604) 677 - 7877

WWW.ARCHITRIXSTUDIO.COM

These drawings and design contained herein are, and at all times, the legal and exclusive property of

Architrix Design Studio Inc. and cannot be used or reproduced without written consent. Contractors must

verify all site conditions and confirm all dimensions. Dimensions given govern over scaled dimensions.

NOTES & VERSIONS:

FLOORPLANS REVIEW 2014.10.17

DR

AWN

BY: JL, LS, KQ

NJO

B #: 23670-32 AVE

START D

ATE: SEPT 2014

STRUCTU

RAL ENG

INEERIN

G:

GEO

TECHN

ICAL ENG

INEERIN

G:

ENVELO

PE CO

NSU

LTANT:


PRELIMINARY STRUCTURAL REVIEW 2014.11.04

ELEVATIONS REVIEW 2014.11.13

PRICING & STRUCTURAL REVIEW SET 2014.11.21

PORT COCHERE FOR STRUC 2014.12.02

PERMIT REVIEW SET 2015.01.29

A2.1

FOUNDATION PLAN

MA

IN FLO

OR

SCALE: 3/16" = 1'-0"

AREA: 5260 SF

GARAG

E: 955 SF

S N

MA

STER

WA

LKIN

LOU

NG

E

PATIO

1220 SFFLAG

STON

E

GR

EATR

OO

M

KITCH

ENREFER TO

INTERIO

R DESIG

ND

RAWIN

GS FO

R FINAL

APPLIANC

E LOCATIO

NS

DIN

ING

OFFICE

POW

3 CAR G

ARA

GE

SKIM CO

AT CON

CRETE

AV

A

EVEL

STOR

AG

E &M

ECH

2

MU

DRO

OM

LAU

N

MEC

H 1

CO

NN

ECTO

RPO

LISHED

CON

CRETETYP. TH

IS FLOO

R

ENS

WA

LKIN

SPAR

E

PATIO

125 SFP/T D

ECKING

83'-0"

35'-6"12'-0"

35'-6"

83'-0"

45'-0"

50'-0"

45'-0"

25'-3"

50'-0"

45'-0"

54'-10"

23'-4"7'-0"

30'-4"

19'-4"

45'-0"

ENS

WA

LKIN

ENS

27'-534 "

3'-3"24'-7

38 "16'-5

38 "11'-2

12 "

9'-11"3'-1112"5'-514"25'-814"

1'-4 18 "

14'-4 12 "

10 38 "

4'-5 12 "

11'-1"

12'-10 12 "

25'-1 12 "

19'-10 12 "

4'-512"

4'-1012"

11'-312"

5'-412"

10'-412"

13'-712"

2'-6"

12'-734"

6'-4 12 "

10'-2 12 "

4'-5 12 "

23'-11 12 "

8'-10 12 "

7'-8 12 "

4'-5 12 "

6'-7 12 "

5'-1 12 "

2'-10"

6'-5 12 "

4'-4 12 "

STOR

AG

E

7'-134 "

20'-614 "

7'-10"12'-0"

15'-2"10'-4

12 "9'-11

12 "

23'-334"6'-112"6'-1012"8'-814"

12'-0" 13'-914"5'-638"25'-838"

PAN

TRY

CO

ATS

4'-1134"19'-014"6'-4"

28'-1034 "

16'-3"

ABCD

12

34

56

78

910

1112

13

14

15

16

17

18

19

20

21

A

B

C

D

E

I

A7

AA5

BA5

CA5

DA5

EA6

HA7

GA6

FA6

REFLECTING

PON

D

ELEVATOR REFEREN

CE FROM

GA

RAVENTA

ELEVATOR BRO

CHU

RE

SEE THRU WOODBURNING F/P BY OTHERS

7'-914"

8'0X4'6

8'0X4'68'0X4'6

4'0X6'68'0X6'6

6'0X8'0S/G

24'0X8'0 FOLD

ING

DO

OR U

NIT

S/G

7'3X7'0 S.G.

7'3X7'0 S.G.

7'3X7'0 S.G.

7'3X7'0 S.G.

7'3X7'0 S.G.

6'0X3'06'0X3'0

6'0X3'018'0X3'0

3'0X3'0

3'0X3'0

6'0X6'6 3'0X6'6

8'0X4'6

3'0X8'0

9'0X4'6

2'6X4'6

6'0X4'6

8'6X4'6

5'0X3'0

3'0X8'0S/G

20'0X8'0 O/H DOOR

9'0X8'0 O/H DOOR

10'0X5'6S/G

7'3X7'0

2'8X6'8

S/G

3'0X6'8

2'6X3'0

4'0X8'0S/G

W/ CLERESTO

REY

2'6X8'0S/G

FROSTED

2'6X8'0S/G

FROSTED

PR 300.44'

PR 302.02'

PR 302.35'

PR 301.0'

PR 301.68'

PR 301.68'

PR 302.35'

PR 302.35'

PR 298.24'

2'-0"

ROCK RET. W

ALL

FOYER

POLISH

ED CO

NCRETE

TYP. THIS FLO

OR

PR 302.35'

line of floor above

line of floor above

line of floor above

PR 302.35'

PR 301.87'

SLOPE TO DRAIN

2'-0"

STRUCTURAL

STEEL POST

STRUCTURAL

STEEL POST

5'-0"

9'-4"

33'-212"

6'-1112"

STRUCTURAL

STEEL POST

UP16R

42" GUARDRAIL

2'8X8'02'8X8'0

4'0X8'0PA

SS

6'0X8'0PA

SS

3'0X8'0

3'0X8'0

4'0X8'0

6'0X4'0

6'0X4'0

6'0X8'0

3'6X8'0PASS

2'8X8'0

3'6X8'0

2'10X8'0

2'10X8'0

SEALED W/ CLOSER

2'10X8'0

PASS

2'8X8'0

4'0X8'0

2'8X8'0

2'6X8'0

2'6X8'0

2'6X8'0

2'10X6'8

2'10X6'8SEALED

W/ CLOSER

7'-718"

4'-0"

5'-412"

FOYER

POLISH

ED CO

NCRETE

TYP. THIS FLO

OR

6'0X3'0

9'-1"10'-0"

14'-312 "

3'-314"

3'-012 "

3'-0"

9'-0"

2'-4"

2'-4"

2'-4"

2'-4"

SM/C

OA

LAR

M

SM/C

OA

LAR

M

SM/C

OA

LAR

M

SM/C

OA

LAR

MSM

/CO

ALA

RM

HW

HW

DH

W

SM/C

OA

LAR

MF/D

F/D

F/D

DW

HW

DHW


CON

STRUCTIO

N:

DESIGN:


PHONE: (604) 677 - 7877





NOTES & VERSIONS:


DR

AWN

BY: JL, LS, KQ

NJO

B #: 23670-32 AVE

START D

ATE: SEPT 2014

STRUCTU

RAL ENG

INEERIN

G:

GEO

TECHN

ICAL ENG

INEERIN

G:

ENVELO

PE CO

NSU

LTANT:







A2.2

FLOORPLANS

ABCD

12

34

56

78

910

1112

13

14

15

16

17

18

19

20

21

A

B

C

D

E

WEST W

ING

2ND

FLOO

R & VA

ULTED

CEILING

PLAN

SCALE: 3/16" = 1'-0"

AREA: 1040 SF

DEC

K: 150 SF

S N

EVEL

83'-0"

35'-6"12'-0"

35'-6"

83'-0"

45'-0"

50'-0"

45'-0"50'-0"

45'-0"

45'-0"

12'-734"

28'-1034 "

16'-3"

KITCH

ENREFER TO

INTERIO

R DESIG

ND

RAWIN

GS FO

R FINAL

APPLIANC

E LOCATIO

NS

DIN

ING

HARD

WO

OD

TYPTH

IS FLOO

R

LIVIN

G

ENS

TILE

BR

DEC

K150 SF

CON

'C PAVERS

OPEN TO

BELOW

4'-512"

4'-1012"

32'-8"

8'-0"

21'-0 12 "

5'-8 58 "

7'-6 58 "

10'-8 14 "

13'-6"

13'-6"

13'-112"

9'-1012"

2'-612"

10'-1"

6'-058"

3'-378"

6'-7 12 "

5'-1 12 "

9'-3 12 "

4'-4 12 "

ELEV

2'-4 12 "

LAU

NTILE

I

A7

AA5

BA5

CA5

DA5

EA6

HA7

GA6

FA6

8'0X8'0 UPPER

6'9X8'0

6'9X8'0

6'9X8'0

6'9X8'0

6'9X8'0

6'0X7'4S/G

CUSTOM6'9X7.60'

CUSTOM6'9X5.65'

10'0X3'0

2'6X3'0

8" SILL

23'-0"

17'4XCUSTOM

8'0X8'0 UPPER

8'0X8'0 UPPER

8'0X8'0 UPPER

8'0X8'0 UPPER

8'0X8'0 UPPER

8'0X8'0 UPPER

8'0X8'0 UPPER

8'0X8'0 UPPER

8'0XCUSTOM

2'8X6'8

5'0X6'8

2'8X6'8

2'8X6'8

9'0X6'8

4'0X6'8

PASSAGE

42" PONY WALL

1'-1 34 "

3'-8 34 "

2'-2"938"

1'-078"

SCUPPER TO

LOWER ROOF

DN16R

DRAIN

FLAT ROOF

60MIL IB MEMBRANE

FLAT ROOF

60MIL IB MEMBRANE

FLAT ROO

F60M

IL IB MEM

BRANE

PARAPET WALL

PARA

PET WALL

PARA

PET WALL

PARAPET WALL

PARAPET WALL

5'-0"4'-0"

4'-0"

4'-0"

1'-6" 1'-6"

1'-6"

4'-0"

1'-6"

4'-0"

24'-0"

25'-5"

42" PONY WALL

42" PONY WALL

FLAT ROO

F60M

IL IB MEM

BRANE

DR

AIN

DR

AIN

DR

AIN

DR

AIN

DR

AIN

DR

AIN

DR

AIN

DRAIN

DR

AIN

DR

AIN

6'-2 38 "

PR 312.35'

4'-10"19'-4"

4'-10"

4'-4"

4'-4"

23'-4"7'-0"

30'-4"

5'-8"

5'-2"

FLAT ROO

F60M

IL IB MEM

BRANE

6" DRAIN

6" DRAIN

4" PARAPET WALL

DO

WN

SPOU

TT

O M

AIN RO

OF

DO

WN

SPOU

TT

O CH

AIN

6" DRAIN

DO

WN

SPOU

TT

O CH

AIN

DR

AIN

SM/C

OA

LAR

M

SM/C

OA

LAR

M

F/D

DW


CON

STRUCTIO

N:

DESIGN:


PHONE: (604) 677 - 7877





NOTES & VERSIONS:


DR

AWN

BY: JL, LS, KQ

NJO

B #: 23670-32 AVE

START D

ATE: SEPT 2014

STRUCTU

RAL ENG

INEERIN

G:

GEO

TECHN

ICAL ENG

INEERIN

G:

ENVELO

PE CO

NSU

LTANT:







A3

FLOORPLANS

POST &

BEAM

PLAN

SCALE: 3/16" = 1'-0"

S N83'-0"

35'-6"12'-0"

35'-6"

83'-0"

45'-0"

50'-0"

45'-0"50'-0"

45'-0"

45'-0"

1'-6"

7'-10"

7'-10"

7'-10"

7'-10"

7'-10"

7'-10"

1'-6"

ABCD

12

34

56

78

910

1112

13

14

15

16

17

18

19

20

21

A

B

C

D

E

I

A7

AA5

BA5

CA5

DA5

EA6

HA7

GA6

FA6

LOAD BEARING/

SHEAR WALL

LOAD BEARING/

SHEAR WALL

DO

RMER

LOAD BEARING/

SHEAR WALL

LOAD BEARING/

SHEAR WALL

LOAD BEARING/

SHEAR WALL

LOAD

BEARING

/SH

EAR WALL

LOAD

BEARING

/SH

EAR WALL

LOAD

BEARING

/SH

EAR WALL

1'-6"

7'-10"

7'-10"

7'-10"

7'-10"

7'-10"

7'-10"

1'-6"

6'-0"

21'-0 12 "

4'-0 78 "

19'-10 58 "

3'-0"

6'-0"

1'-6"

19'-6 12 "

23'-11 12 "

2'-0"

13'-3 14 "

10'-8 14 "

2'-0"

3'-0"19'-358"25'-838"6'-0"

1'-6"8'-10

58 "8'-10

58 "8'-10

58 "8'-10

58 "8'-10

58 "8'-10

58 "8'-10

58 "8'-10

58 "8'-10

58 "1'-6"

3'-0"19'-358"25'-838"6'-0"

MID

-SPAN

SUPPO

RT BEAM

714"

714 "

714"

6'-6"14'-958"

NON-STRUCTURAL

TIMBERS

STRUCTURAL

TIMBERS

STRUC

TURAL

TIMBERS

STRUCTURALTIMBERS

23'-4"7'-0"

19'-4"

23'-4"


CON

STRUCTIO

N:

DESIGN:


PHONE: (604) 677 - 7877





NOTES & VERSIONS:


DR

AWN

BY: JL, LS, KQ

NJO

B #: 23670-32 AVE

START D

ATE: SEPT 2014

STRUCTU

RAL ENG

INEERIN

G:

GEO

TECHN

ICAL ENG

INEERIN

G:

ENVELO

PE CO

NSU

LTANT:







A4.1

POST & BEAM PLAN

ROO

F PLAN

SCALE: 3/16" = 1'-0"

S N

EVEL

45'-0"

DR

AIN

6'-0"

1'-6"

SLOPE DOWN 3:12

STAN

DIN

G SEAM

META

L ROO

F

STAN

DIN

G SEAM

META

L ROO

F

3'-5"45'-0"6'-0"

45'-0"

3'-5"

50'-0"

1'-6"

1'-6"83'-0"

1'-6"

6" CUSTOM METAL GUTTER

ABCD

12

34

56

78

910

1112

13

14

15

16

17

18

19

20

21

A

B

C

D

E

PR 326.61'

PR 326.61'

SCUPPER TO

MAIN ROOF

SCUPPER TO

MAIN ROOF

10" PARAPET WALL

10" PARAPET WALL

10" PARAPET WALL

18" PARAPET WALL

CRICKET

CRICKET

2% slope to drain

2% slope to drain

SLOPE DOWN 3:12

FLAT ROO

F60M

IL IB MEM

BRANE

PRE-CAST CO

NCRETE

CH

IMN

EY CAP

83'-0"

6" CUSTO

M M

ETAL GU

TTER

I

A7

AA5

BA5

CA5

DA5

EA6

HA7

GA6

FA6

FLAT ROO

F60M

IL IB MEM

BRANE

FLAT ROO

F60M

IL IB MEM

BRANE


CON

STRUCTIO

N:

DESIGN:


PHONE: (604) 677 - 7877





NOTES & VERSIONS:


DR

AWN

BY: JL, LS, KQ

NJO

B #: 23670-32 AVE

START D

ATE: SEPT 2014

STRUCTU

RAL ENG

INEERIN

G:

GEO

TECHN

ICAL ENG

INEERIN

G:

ENVELO

PE CO

NSU

LTANT:







A4.2

ROOF PLAN

a2 · lockhart/ carr residence: 23670 32nd avenue langley, bc : design: ... port cochere for struc...

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