MAHSA by Mahsa

2014-2016 BING THOM ARCHITECTS

MACEWAN UNIVERSITY E d m o n t o m I A l b e r t a I U R B A N I N T E G R AT I O N

MACEWANUNIVERSITY Center For Art and Culture I BTA I EDMONTON AB M a c Ewa n U n i ve r s i t y ’s n ew C e n t re fo r A r t s a n d C u l t u re, w h i c h i s u n d e r c o n s t r u c t i o n o n 1 0 4 ave n u e a n d 1 1 0 s t re e t E d m o n t o n , w i l l h ave a p p rox i m a t e l y 4 0 , 0 0 0 m ² o f c l a s s ro o m , l a b, ex h i b i t , a n d p e r fo r m a n c e s p a c e s, a l o n g w i t h s t a t e - o f - t h e a r t t e c h n o l o g y. W i t h a t o t a l p ro j e c t c o s t o f $ 1 8 1 m i l l i o n , c o n s t r u c t i o n o f t h e C e n t re fo r A r t s a n d C u l t u re ref l e c t s t h e u n i ve r s i t y ’s d ow n t ow n c a m p u s s t ra t e g y w h i c h p o s i t i o n s t h e u n i ve r s i t y a t t h e h e a r t o f t h e c i t y a n d s u p p o r t s t h e rev i t a l i za t i o n o f d ow n t ow n E d m o n t o n . T h e b u i l d i n g w i l l h o u s e c o m m e rc i a l a c t i v i t i e s s u c h a s Ca f é a n d a r t s t o re s t o i n t e g ra t e m o re i n t o t h e c o m m u n i t y. T h a t w i l l b e a n o p p o r t u n i t y t o s p i l l o u t t o t h e s u r ro u n d i n g s t re e t s a t t h e s a m e t i m e t o spill out inside the building. The intent is the main a t r i u m s p a c e t o b e c o m e a m u l t i f u n c t i o n a l p ro g ra m a n d i d e n t i f y a s a h u b fo r s o c i a l i n t e ra c t i o n s. T h e ex t e r i o r t a ke s a l y r i c a l l y a p p ro a c h t o s p e a k fo r i t s s p i r i t ; m u s i c a n d a r t . Swo o p s ref l e c t i n g m u s i c l y r i c s a d j o i n by re g u l a r g r i d s. T h re e d i f fe re n t g l a s s e s w i t h d i f fe re n t t ra n s p a re n c y h ave b e e n u s e d t o m a ke t h e ex t e r i o r p l ay f u l re s e m b l i n g p i a n o keys. N a t u ra l d ay l i g h t w i l l p e n e t ra t e t h e s e v i b ra n t c o re s, e n l i ve n i n g t h e m w i t h c h a n g i n g l i g h t q u a l i t i e s t h ro u g h o u t t h e d ay.

M A C E WA N

ARC H ITECT U R AL D E TAI L S

A l o n g - r u n n i n g a n d c o n t rove r s i a l d eve l o p m e n t s i t e i n t h e We s t E n d w i t h o r i g i n a l l y t wo s i g n i f i c a n t i t e m s o n t h e s i t e ; t h e Le g g re s i d e n c e ( b u i l t a ro u n d 1 9 0 3 , a s i g n i f i c a n t H e r i t a g e re s o u rc e ) a n d w h a t i s s a i d t o b e t h e o l d e s t t u l i p t re e i n We s t e r n Ca n a d a .

13' - 5"

8' - 2"

I n t h e rev i s e d p ro p o s a l t h e t re e i s s ave d b u t i nv l ove d d e m o l i t i o n o f t h e h e r i t a g e h o u s e, re p l a c i n g i t w i t h a C E F H I I C E F H cHu r ve dI 1 7 s t o rey t owe r.

A300

36' - 10" 4' - 11" 42' - 6"

15' - 3"

8' - 6"

8' - 2"

C 15' - 3"

LEGEND

36' - 10" 15' - 3" 4' - 11" 38' - 0"

3' - 1"

7' - 7"

SETBACK LINE 3' - 1"

A300

36' - 10" 6" 4'8'- -11" 42' - 6"

8' - 6"8' - 2"

1.0 HR FIRE SEPERATION

36' - 10" 15' - 3" 4' - 11" 38' - 0"

15' - 3"

8' - 2" 3' - 1"

A300

TH R O N

36' - 10" 15' - 3"

A re d eve l o p m e n t s c h e m e t h a t wo u l d h ave s ave d t h e h e r i t a g e h o u s e wa s re j e c t e d by c i t y c o u n c i l i n 2011 because of public opposition to the loss of a 1 2 - s t o rey - h i g h t u l i p t re e a t t h e f ro n t o f t h e l o t .

TH R O N

36' - 10" 6" 4'8'--11"

8' - 2" 8' - 6"

42' - 6"

A300

I 8' - 2"

A300

2.0 HR FIRE SEPERATION

402a

UNIT 403 F

2014-09-30

6 5

2014-08-26 2014-08-05

FIXED REVISIONS SCREENS

2014-04-23 2013-10-10 Date

DN ELECTELEV. LOBBY

1501

1500b

150' - 0"ST1501

1503a

COLUMN BELOW

9' - 9 1/2" BALCONY

A301

RES /FF ELEVATOR #1 ELEVATOR 2100 LB. LOBBY T3a

RES /FF ELEVATOR #1 2100 LB.

RES /FF ELEVATOR #2 2500 LB.

1000

180' - 1 1/2"

A301

ELECT SHAFT

FIXED SCREENS

9' - 7" 4' - 8"

6 A700

6 A710

4 A710

DN STAIR #2 ELEVATOR ELECT LOBBY ST1602 1001 CLST 240' - 10" 180'ST1602 - 0" (SOUTH) 240' - 10"ST1002 1001 1000b

FLOOR TILE TYPICAL FLOORS - F

RUBBER FLOOR

CONCRETE FLOOR

A301

STAIR #2 ST1002

180' - 0"

1003a

FIXED SCREENS

FLOOR TILE TYPICAL FLOORS - S

9 A700

72' - 6"

180' - 0" DN

11' - 3 1/4"

9' - 7" 4' - 8" 11' - 3 1/4"

76' - 11 7/8"

60' - 10 1/2"

A606

STAIR #1 ST1001

60' - 10 1/2"

ISSUED FOR CONSTRUCTION PACKAG #2 6 ISSUED FOR SCOPE CONFIRMATION 3 ISSUED FOR TENDER ADDENDUM #1 2 ISSUED FOR TENDER FI 1 ISSUED FOR BP APPLICATION SCR No. Description

REVISIONS

UNIT 1603

4' - 10"

7' - 1"

WORK ONLY FROM DRAWINGS ISSUED FOR CONSTRUCTION DESTROY DRAWINGS WITH EARLIER REVISION NUMBER

BALCONY

230' - 1 1/2"

150' - 1 1/2"

S.H.

INIT

SCALE 1/8" = 1'-0"

OPERABLE SCREENS OPERABLE SCREENS

L E V E L 7 - 1 4 T Y P I CA L F LO O R P L A N I M A R K E T U N I TS

1245 HARWOOD

1430 Burrard Street Vancouver, BC V6Z T 604-682-1881 F 604-688-1343 E office Web Address www.btagroup.com

VERIFY ALL DIMENSIONS ON SITE. REPORT A TO THE CONSULTANT PRIOR TO CONSTRUCT

240' - 11 1/2"

BALCONY

WORK ONLY FROM DRAWINGS ISSUED FOR C DESTROY DRAWINGS WITH EARLIER REVISIO

180' - 1 1/2"

OPERABLE SCREENS OPERABLE SCREENS

Copyright reserved . This drawing and design remains the ex BING THOM ARCHITECTS INC. who holds the copyright th used for any design or construction purpose other than as ex BING THOM ARCHITECTS INC. specifically for the project

DRAWN BY

CHK

E.T.

S.H.

INIT

DRAWING DATE

L E V E L 4 - 5 F LO O R P L A N I R E N TA L U N I TS

BING THOM ARCHITEC

DO NOT SCALE DRAWINGS

BALCONY

Copyright reserved . This drawing and design remains the exclusive property of BING THOM ARCHITECTS INC. who holds the copyright therein and shall not be used for any design or construction purpose other than as expressly authorized by BING THOM ARCHITECTS INC. specifically for the project

CHK

FIXED SCREENS

LINE OF GLAZING BELOW

VERIFY ALL DIMENSIONS ON SITE. REPORT ANY DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION

E.T.

FIXED SCREENS

1430 Burrard Street Vancouver, BC V6Z 2A3 T 604-682-1881 F 604-688-1343 E office@btagroup.com Web Address www.btagroup.com

DRAWN BY

UNIT 1003

BING THOM ARCHITECTS

DO NOT SCALE DRAWINGS

OPERABLE SCREENS ALL FIXED SCREENS

9' - 7"

1000a 240' - 10"

FLOOR TILE RENTAL FLOORS

UNIT 1503

FIXED SCREENS

140' - 1 1/2" 121' - 11"

150' - 0"

OPERABLE SCREENS

UP STAIR #1 ST701

FIXED SCREENS

UNIT 402

BALCONY

ST701 230' - 0"

MECH CLOSET 1002a

8' - 4 3/4"

UP STAIR #1 ST1501

230' - 0" SHAFT (SOUTH)

MECH1002a CLOSET 1002 1602a

ELEVATOR STAIR #1 LOBBY ST1601ST1001 ST1601 (NORTH)

FLOOR TILE LOBBY & PUBLIC SPA

4' - 8"

ISSUED FOR CONSTRUCTION PACKAGE #2 RD ISSUED FOR SCOPE CONFIRMATION ISSUED FOR CONSTRUCTION PACKAGE#1 2 ISSUED FOR TENDER 1 ISSUED FOR BP APPLICATION No. Description

9' - 9 1/2"

1601 MECH SHAFT

1602a

8' - 4 3/4"

UTILITY CLOSET 1002

7' - 1"

403a

STAIR #2 ST402 122' - 2"

ELECT CLST 1501

MECH SHAFT

ENTRY VEST. 1601

A605

4' - 8"

RES /FF ELEVATOR #2 2500 LB.

4 A710

UTILITY CLOSET 1602

12' - 6"

FIXED SCREENS

BALCONY

RES /FF ELEVATOR #2 2500 LB.

5 A710

12A

4' - 10"

12' - 6"

LINE OF GLAZING BELOW

STAIR #2 ELEV. LOBBYST602 (SOUTH) 140' ST602 ST402 - 0" 400b

140' - 0"

CONCRETE FLOOR

A301

RES /FF ELEVATOR #1 2100 LB.

6 A700

7' - 1"

ELECT SHAFT

A301

4' - 8"

121' - 11"

12' - 6"

ELECT CLOSET 401

8' - 4 3/4"

A301

ELEVATOR LOBBY 1500

230' - 1 1/2"

4' - 8"

A301

RES /FF ELEVATOR #2 2500 LB.

12' - 6"

8' - 4 3/4"

ELEVATOR LOBBY

RES /FF400 ELEVATOR #2 2500 LB.

RES /FF ELEVATOR #1 2100 LB.

8 A700

UNIT 1004

FIXED SCREENS

12' - 6"

140' - 1 1/2"

UNIT 703 1504a

BALCONY RUBBER FLOOR 1504 150'UNIT - 1 1/2"

4' - 8"

3' - 4"

9' - 9 1/2" 9' - 7"

9' - 7"

4' - 8"

FLOOR TILE TYPICAL FLOORS - FIELD OPERABLE SCREENS

WOOD FLOOR TYPICAL & PENTHOU

A605 10A

1004a 1602

72' - 6"

3 A710

WOOD FLOOR RENTAL FLOORS

L15 BALCONY BELOW

11' - 3 1/4"

4 A710

60' - 10 1/2"

RES /FF ELEVATOR #1 2100 LB.

ELEV. LOBBY 230' - 0" (NORTH) 701 ENTRY VEST. MECH ST1502 ST702 STAIR #2 1500a 701 SHAFT ST702 STAIR #2 ST1502 150' - 0"

MECH SHAFT

RD TILE FLOOR TYPICAL FLOORS - SPECIAL

1502a

MECH CLOSET 702a

MECH CLOSET 702 1502a702a

8' - 4 3/4"

RES /FF ELEVATOR #1 2500 LB.

1502

UTILITY CLOSET 702

12' - 6"

404a

4 A700

76' - 11 7/8"

UNIT 404

BALCONY

5DN A700

UTILITY CLOSET 1502

FLOOR TILE RENTAL FLOORS

11' - 3 1/4"

UNIT 603 OPERABLE SCREENS

122' - 2"

STAIR #1 ST401

A606

FIXED SCREENSBALCONY

60' - 10 1/2"

ST401

140' - 0"

5 4' - 8"

ELEV. LOBBY STAIR #1 ST601 (NORTH) 400a ST601

72' - 6"

MECH. SHAFT

ENTRY 601 MECH VESTIBULE SHAFT 601

4 A711

MECH CLST 602a

A606

12 14

FLOOR TILE LOBBY & PUBLIC SPACES

FLOOR FINISHES:

WOOD FLOOR TYPICAL & PENTHOUSE FLOORS

60' - 10 1/2"

LULA ELEVATOR 602a #3

WOOD FLOOR RENTAL FLOORS

LINE OF GLAZING BELOW

4' - 8"

405

405a

FIXED SCREENS

4' - 8"

9' - 7"

122' - 2"

FLOOR FINISHES:

9' - 9 1/2"

AMENITY RM. 405

405 (STRATA OFFICE) 505 (HOBBY ROOM)

11' - 3 1/4"

9' - 9 1/2"

4' - 10"

76' - 11 7/8"

l245HARWOOD RESIDENTIAL TOWER I BTA I VANCOUVER BC

L E V E L 1 6 F LO O R P L A N - OW N E R U N I T

1245 HARWOOD RESIDENTIAL

SHIM AS REQUIRED

STEP, REF. TO STRUCT. SLAB STEP, SLAB REF. TO STRUCT.

CONTINUOUS CONTINUOUS LED LIGHT,LED LIGHT, SILICONE TO CONC. SURFACE SILICONE TO CONC. SURFACE

3" 6"

MECHANICALLY SLABE MECHANICALLY FASTENED FASTENED SLABE

REFER TO PLAN FOR WALL TYPE AND THICKNESS WALL RECESSED FIRE PULL STATION

2' - 11 1/2"

WALL RECESSED FIREMAN HANDSET SHIM & BLOCKING AS REQUIRED

MAINTAIN 2HOUR FIRE SEPRATION

EL. EL. 88' -88' 0 1/2" - 0 1/2" B/O POND @ LP@ LP B/O POND

WALL RECESSED FIREMAN HANDSET

FASTENED SLATE STATION

EL. WATER LEVEL 89' - 0 1/2"

3' - 9"

1/2"

SF2

SIM.

WALL RECESSED FIRE PULL STATION ABOVE

9 A650

SHIM AND BLOCKING AS REQUIRED WALL RECESSED FIRE EXTINGUISHER

SLAB EDGE PER STRUCT.

3 1/2"

(REF. 1/A600)

6 1/2"

LEVEL 1 - A.F.F.

DIGITAL FILE

W2a

L 1 E N T RY B R I D G E E D G E D E TA I L

L1 ENTRY BRIDGE EDGE DETAIL 2 1 1/2" = 1'-0"

4' - 5"

9 A650

TYP. WOOD BASE W/ REVEAL DETAIL

W2b

SF2

W/D 402c

SIM

W2a

DWG. No.

ASK-160E

EL. 90' - 0"

1/4" THICK A. HAIR FIN. S.S. EDGE PRE-WELDED TO S.S. ANGLE WELDED TO EMBED @ 2'-0" O.C. SPACING TO BE CONFIRMED BY STRUCT. ENG.

13 RECESSED STACKED FE FP FH @ ELEV LOBBY 400b - PLAN (RATED WALL) 1" = 1'-0"

A223

LAUNDRY 703o UTILITY CLOSET 702

SF4

EL. B/O POND @ HP 88' - 2 1/2"

3' - 9"

POND EDGE AT L1 DRIVEWAY 1 1/2" = 1'-0"

Designer Mahsa Adib

2308

ALIGN BOTTOMS

4' - 5"

REF. DWG.

DRAWN BY

PROJECT No.

EL. T/O SLATE @ POND 89' - 2 1/2" EL. WATER LEVEL 89' - 0 1/2"

COLUMN, REF. TO STRUCT.

1 1/2"

7 1/8" 1 3/4" IN CONC.

CONC. BRIDGE, REF. TO STRUCT.

WALL RECESSED FIREMAN HANDSET

SF3

1' - 3"

SHIM & BLOCKING AS

Copyright of BING THOM ARCHITECTS INC. who holds the 2"reserved . This drawing and design remains the exclusive property REQUIRED copyright therein and shall not be used for any design or construction 2% SLOPE purpose other than as expressly authorized by BING THEM ARCHITECTS INC. specifically for the project 6"

A652

4 7/8"

SF2

DETAILSSIMAT L1 SLAB EDGE DRAWING DATE 20/11/15 1" MAX. SCALERECESS 2 1/2" & POND 1 1/2" = 1'-0"

PATHWAY LIGHT, REFER TO ELECT.

WALL RECESSED FIRE PULL STATION

16 RECESSED STACKED FE FP F 1" = 1'-0"

A225

RECESSED FE FP FH BOX-TYPICAL SECTION 1" = 1'-0"

RECESSED FP FH @ ENTRY VEST. 601 - PLAN 1" = 1'-0"

P O N D D E TA I L AT L 1 D R I V E WAY

1 1/2"

12 RECESSED FE FP FH @ ELEV LOBBY 300b - PLAN 1" = 1'-0"

5' - 0 1/2"

1/2"

1/4" THICK ANGEL HAIR S.S. EDGE WELDED TO EMBED @ 2'-0" O.C.

W2b

SF4

1' - 2 1/2"

W2b

EL. B/O POND @ LP 88' - 0 1/2"

3' - 11 3/8"

W5a

W2b

3' - 9 1/2"

WALL RECESSED FIREMAN HANDSET

3 1/2"

CONC. CURB

10"

CAULK

REFER TO STRUCT. 4"

WALL RECESSED FIRE PULL STATION

RECESSED FIREMAN HANDSET

W.C. 302a

A222

TYP. WOOD BASE W/

DETAIL P O N D E D G E D E TA IREVEAL L AT R E TA I N I N G WA L L POND EDGE DETAIL AT RETAINING WALL 2 1 1/2" = 1'-0"

1' - 3"

REQUIRED

BING THOM ARCHITECTS

1245 HARWOOD RESIDENTIAL DEVELOPMENT

1430 Burrard Street Vancouver, BC V6Z 2A3 T 604-682-1881 F 604-688-1343 WALL E office@btagroup.com Web Address www.btagroup.com RECESSED

1" MAX. RECESS IN CONC.

SLOPE, SEE PLAN

11"

SF2

POWDER 1503d

SF4

EL. B/O POND @ LP 88' - 0 1/2"

RECESSED FE FP FH-STACK ELEVATION 1" = 1'-0"

PER STRUCT.

1 1/2"

WALL RECESSED FIREMAN HANDSET ABOVE

DATE

2 1/2"

2015-11-17

2/2/2016 1:19:15 PMSHIM & BLOCKING AS

DESCRIPTION

1 1/2"

ISSUED FOR CCO 078

1' - 2" 2"

CN DATE

SF3

EL. T/O SLATE @ POND 89' - 2 1/2"

EL. B/O POND @ HP 88' - 2 1/2"

5' - 0" ALIGN THE SIDES OF FE FP

ALIGN THE SIDES OF FE FH

3' - 7"

3' - 9"

EL. 89' - 8"

DESCRIPTION

SF4

5' - 0"

A604

652 5

652

REFER TO PLAN FOR WALL TYPE

WALL RECESSED FIRE EXTINGUISHER

2' - 11 1/2"

2308 2308

11 1/2" 10"

LEVEL 1 @ LOBBY - T.O. SLAB

WALL RECESSED FIREMAN HANDSET

WALL RECESSED FIRE PULL STATION ABOVE

1 1/2"

REGLET

F4WALLMECHANICALL RECESSED FIRE PULL

3" ALIGN THE BOTTOM

RECESSED FE FP FH BOX-TYPICAL ELEVATIONS 1" = 1'-0"

WALL RECESSED FIREMAN HANDSET ABOVE WALL RECESSED FIRE EXTINGUISHER

ALIGN THE

PROJECT PROJECT No. No. DRAWING DATE DATE DETAILS DETAILS AT L1 ATSLAB L1 SLAB EDGE EDGEDRAWING 20/11/15 20/11/15

1245 HARWOOD 1245 HARWOOD

MECHANICALLY FASTENED SLATE

P O N D E D G E D E TA I L EDGE SLAB AT LPOND 1 LO B BY SDETAIL L A B EAT D GL1 E /LOBBY C U RTA I N WA L L EDGE / CURTAIN WALL 1 1 1/2" = 1'-0"

15 RECESSED STACKED FE FP F 1" = 1'-0"

A225

1 1/2"

ALIGN WALL RECESSED FIREMAN HANDSET SHIM & BLOCKING AS REQUIRED, TYP. WALL RECESSED FIRE PULL STATION

A652 SIM.

5 3 3/8"

A224

STORAGE 1003c

SF2

WALL RECESSED ELECTRICAL PANEL

SF1

6 3/8"

2" 3"

114

W10

SF4

9 1/2" DATE

6 1/2"

1 1/2"

SF2

ALIGN THE SIDES OF FE FH

DATE

1" 1/2"

ALIGN THE TOP

SHIM &&BLOCKING CURTAIN WALL DIGITAL DIGITAL FILE FILE SCALESCALE RESIDENTIAL RESIDENTIAL & POND POND AS EL. . . 1 1/2"1=1/2" 1'-0" = 1'-0" REQUIRED RETAINING WALL WALL RECESSED SLAB FIRE STEP, DEVELOPMENT DEVELOPMENT 90' - 0" LEVELDWG. 1 - DWG. A.F.F. TO STRUCT. REF. DWG. REF. DWG. BINGREF. THOM BING ARCHITECTS THOM ARCHITECTS No. No. DIMS, REFER TO Designer Designer EXTINGUISHER 1430 Burrard Street 1430 Vancouver, Burrard Street BC Vancouver, V6Z 2A3 BC V6Z 2A3 Copyright reserved Copyright . Thisreserved drawing. This and design drawingremains and design the remains exclusivetheproperty exclusive of property BING THOM of BING ARCHITECTS THOM ARCHITECTS INC. who INC. holdswho theholds the T 604-682-1881 FT 604-688-1343 604-682-1881 F 604-688-1343 STRUCTURAL copyright therein copyright and shall therein not and be used shallfor notany be used design fororany construction design or construction purpose other purpose than as other expressly than as authorized expressly authorized by BING THEM by BING THEM DRAWN DRAWN BY BYMahsa Mahsa Adib Adib ASK-160G ASK-160G FLASHING WALL RECESSED FIREMAN E office@btagroup.com E office@btagroup.com Web Address www.btagroup.com Web Address www.btagroup.com ARCHITECTS ARCHITECTS INC. specifically INC. specifically for the project for the project WALL RECESSED FIREMAN HANDSET 89' - 9" HANDSET WALL RECESSED FIRE PULL 1" STATION CONTINUOUS LED LIGHT, SILICONE TO CONC. SURFACE

11 1/4"

ELEV. LOBBY (SOUTH) 1500b

ALIGN THE SIDES OF FE FP

2015-11-17

REFER POND CONSULTANT DRAWINGS FOR POND DETAILS

FOR POND DETAILS

DATE

2/2/2016 1:19:182/2/2016 PM 1:19:18 PM

A603

ELEV LOBBY (SOUTH) 1000b

11 RECESSED FP FH @ ELEV. LOBBY 300a, 400a, 500a - PLAN (RATED WALL) A222 1" = 1'-0"

6 5/8"

No DESCRIPTION L1 LOBBYNoDATEDESCRIPTION

DESCRIPTION

ISSUED FOR 114 CCO ISSUED 078 FORF1a CCO 078 2015-11-17

652

DESCRIPTION No

SF1

1 1/2" 1= 1/2" 1'-0"= 1'-0"

RECESSED FE FH FP BOX-TYP PLAN IN FURRED OUT WALL REFER TO POND 1" = 1'-0" CONSULTANT DRAWINGS

114

ALIGN FACE OF THE WALL WITH FACE OF SHAFT WALL

L1 SLAB EDGE E-NTYP. T RYSECTION D O O R TIN HR ESHO LD RECESSED FE AT BOX CONC. WALL L1 SLAB L1 SLAB EDGEEDGE AT ENTRY AT ENTRY DOOR DOOR THRESHOLD THRESHOLD 1" = 1'-0" 2. 2.

L1 SLAB EDGE L1 SLAB ATEDGE CURTAIN AT CURTAIN WALL NEAR WALL NEAR ENTRY DOOR ENTRY DOOR 1 2" 2" 1 1/2" = 1'-0" 1 1/2" = 1'-0"

WRAP TYPE X GWB TO MAINTAIN THE FIRE SEPRATION

WALL RECESSED FIRE PULL STATION

L1 SLAB EDGE AT C U RTA I N WA L L N E A R E N T RY D O O R

WALL RECESSED FIRE PULL STATION ABOVE

STAND PIPE SHAFT WALL(REFER TO 1/A911)

SHIM & BLOCKING AS REQUIRED

WALL RECESSED FIRE EXTINGUISHER

A224

652

10 RECESSED FP FH @ ELEV LOBBY 200a - PLAN (RATED WALL) A221 1" = 1'-0"

EL. EL. 88' -88' 2 1/2" - 2 1/2" B/O POND @ HP@ HP B/O POND

POND POND

POND

1' - 10"

WALL RECESSED FIREMAN HANDSET

EL. EL. 89' -89' 2 1/2" - 2 1/2" T/O SLATE @ POND T/O SLATE @ POND

WALL RECESSED FIRE EXTINGUISHER

SF3

WALL RECESSED FIRE PULL STATION

EL. EL. 8" - 8" LEVELLEVEL 1 @ LOBBY - T.O.- SLAB 1 @ LOBBY T.O. SLAB 89' -89'

1 5/8"

WALL RECESSED FIREMAN HANDSET ABOVE

3' - 8" CLEAR CORRIDOR WIDTH

EL. EL. 0" - 0" LEVEL LEVEL 1 - A.F.F. 1 - A.F.F. 90' -90'

4' - 10 1/2"

3" 6"

SHIM & BLOCKING AS REQUIRED

EL. EL. 89' -89' 0 1/2" - 0 1/2" WATER LEVEL WATER LEVEL

5' - 0"

6 5/8"

4 1/2"

1 5/8"

PROVIDE 2" CLEAR SPACING BETWEEN FIXTURES REFER TO PLANS &ELEVATIONS FOR REQUIRED FIXTURES AT DIFFERENT LOCATIONS

2' - 0 1/2"

SHIM AS REQUIRED

RECESSED FE BOX - TYP. PLAN IN CONC.WALL 1" = 1'-0" 4 1/2"

F1a

9 1/2"

F1a

ENTRY ENTRY BRIDGE BRIDGE

1/2"

9 1/2"

FULLY RECESSED BOX, ENTRY BRIDGE ENTRY BRIDGE CONTRACTOR TO CONFIRM SIZING

1' - 0" 10 1/2"

VARY VARY 1/2" (MIN 4" (MIN PER STRUCTURE) 4" PER STRUCTURE)

SLAB EDGE SLAB BEYOND BEYOND FIREEDGE EXTINGUISHER

1' - 9 1/2"

F1a

REGLET REGLET

FLASHING FLASHING

L1 LOBBY

3' - 1"

6 1/2"

L1 LOBBY

FRAMING & BLOCKING AS REQUIRED

1 1/2"

9 1/2"

MC6a

ALIGN FACE OF CMU WITH GRIDLINE

CURTAIN WALL CURTAIN WALL

ALIGN THE SIDES OF FE FP

9 1/2"

FIRE EXTINGUISHER FULLY RECESSED BOX, CONTRACTOR TO CONFIRM SIZING

ENTRY VEST. 701

BURRARD PLACE

VA N C O U V E R I B C I M I X E D U S E D D E V E L O P M E N T

BURRARD PLACE

DEALERSHIP I OFFICE I BTA I VANCOUVER B u r ra rd P l a c e O f f i c e Towe r a n c h o r s t h e c r i t i c a l a n d h i g h l y v i s i b l e c o r n e r o f B u r ra rd a n d D ra ke S t re e t . A s t h e l owe s t o f t h e t h re e t owe r s i n t h e d eve l o p m e n t w i t h a n i m p o r t a n t a rc h i t e c t u ra l m a n d a t e, Towe r B u n i f i e s t h e ex p re s s i o n o f i t s t wo p r i m a r y u s e s a s a n o f f i c e b u i l d i n g a n d a c a r d i s p l ay s h ow ro o m i n o n e d i s t i n c t i ve b u i l t fo r m . T h i s d e l i b e ra t e g e s t u re s e t s i t a p a r t f ro m t h e p o d i u m / t owe r ex p re s s i o n o f t h e re s t o f t h e d eve l o p m e n t . T h e Toyo t a s h ow ro o m , o c c u py i n g t h e l owe r 3 l eve l s o f t h e b u i l d i n g , i s h i g h l y t ra n s p a re n t w i t h ove r l a p p i n g “ f i n g e r s ” o f d i s p l ay f l o o r s a l o n g t h e D ra ke e l eva t i o n . T h e e n t ra n c e o f t h e Toyo t a s h ow ro o m i s s t ra t e g i c a l l y l o c a t e d a t t h e c o r n e r o f B u r ra rd a n d D ra ke. T h re e S p i ra l s a h p e d g l a s s wa l l s k i r t i n g d ow n t o d ef i n e a n ew c o r n e r fo r t h e b u i l d i n g a n d m a r k t h e e n t ra n c e t o t h e o f f i c e t owe r f u r t h e r u p b u r ra rd .

DEISIGN CONCEPT

DEALERSHIP I OFFICE PARKING

TWO PRINCIPLE USES To t o t a S e r v i c e c e n t e r a n d office parking / / / / / / / / / DOUBLE TREADED HELIX S e p a ra t i o n o f ro o t s Clarity of uses continuous loop I n t e rc o n n e c t e d s p i ra l ra m p s / / / / / / / / / / / CROSS OVER t i e t wo l o o p s t o g e t h e r fo r ex i t i n g a n d a c c e s s t o s e r v i c e s t wo s e p ra t e c o re s s e r v i n g t wo u s e s / / / / / / / / / / / / / FLUID FLOW d i s c re t e c i rc u l a t i o n l e s s c o n g e s t i o n a n d d e l ay t o users ef f i c i e n c y / / / / / / / / REPAIR SHOP l owe s t l ve l 2 h r s e p ra t i o n f ro m t h e re s t / / / / / / /

PUBLIC ART

VIVA GRANVILLE RED SAIL

Interactive tensile structure

I n s p i re d by we s t c o a s t s a i l i n g c u l t u re, t h e p ro p o s a l c o n s i s t s o f s e r i e s o f c a n o p i e s w h i c h re s e m b l e f l i p p e d s a i l s. Wa l k i n g o n s t re e t s o f Va n c o u ve r, we fe e l we a re m i s s i n g s o m e c o n t ra s t , a c c e n t c o l o r s a n d m e m o ra b l e s p a c e s i n o u r u r b a n c o n t ex t . T h e s e re d t e n s i l e units will be installed and tied together to c re a t e a n eye c a t c h i n g s c u l p t e d m e m b ra n e w h i c h p rov i d e s a n o p e n ye t p ro t e c t i ve s p a c e. T h e m i x a n d m a t c h o f t h re e re p e t i t i ve u n i t t y p e s i n a c l u s t e r w i l l c re a t e a n a s s e m b l y t h a t c a n b e s e p a ra t e d e a s i l y fo r s t o ra g e a n d re l o c a t i o n . T h i s g i ve s s p o n s o r s t h e o p t i o n t o u s e i t e l s ew h e re fo r va r i e t y o f f u n c t i o n s o n t h e d ays o t h e r t h a n t h e eve n t . Fo r V i va G ra nv i l l e eve n t , a s m a l l wo r ks h o p s t a t i o n h a s b e e n i n c l u d e d c l o s e t o t h e m a ze, w h e re v i s i t o r s h ave t h e o p p o r t u n i t y t o c re a t e t h e i r ow n p a p e r c ra n e a n d h a n g i t f ro m t h e c a n o p i e s, w h i c h w i l l re s u l t i n a u n i q u e fe a t u re p av i l l i o n t h a t w i l l p rov i d e s h e l t e r, p l e a s u re a n d i n t e ra c t i o n .

4'-0"

21'-7 1/2"

14'-1 1/2"

3'-11"

9'-11"

4'-0"

1'-1" 2 in 12 roof

9'-1"

6'-11"

17'-7 1/2

1'-0 1/2"

R2a

3 A4.0

2'-2"

Dinning Room

3/4" 3/4"

8'-3" 3'-6"

1'-3"

5 1/2"

12'-0"

10'-6"

2'-0" 10'-0"

Master Bedroom Deck

15'-0"

1/2" 1/2"

GRIDLINE A GRIDLINE A

5 1/2" 5 1/2"

7'-0 3/4"

1/2" 1/2"

1" 1" 1/2"1/2"

2 1/4" 2 1/4"

1'-4 1/2" 1'-4 1/2"

3 1/2" 3 1/2"

Stucco finish on metal 3/4"3/4" Stucco finish on metal lathelathe Rainscreen drainage Rainscreen drainage matmat Tyvek commercial air barrier Tyvek commercial wrapwrap air barrier Exterior grade plywood 1/2"1/2" Exterior grade plywood beam w21x55 structural drawing) SteelSteel beam w21x55 (see(see structural drawing)

hot tub

336'-0" t.o.t.o. fin.fin. flr.flr. el. el. 336'-0"

3/16" stainless flashing continuous 3/16" stainless flashing runsruns continuous sill and under of wall at sillat and under edgeedge of wall

W21x55 W21x55

WATER LEVEL 335'-1" WATER LEVEL el. el. 335'-1" 2 1/2" 2 1/2" 4" 4" 11" 11"

Metal flashing to form Metal flashing to form dripdrip 1/2" 1/2"

(finish material) 1/2"1/2" Tile Tile (finish material) sheet HDPE sheet HDPE pondpond linerliner drainage continuously drainage mat-matrun run continuously 80 E-pro Mil E-pro water-proofing reinforced) continuously 80 Mil water-proofing (fully(fully reinforced) run run continuously Concrete structural drawing) Concrete wallwall (see(see structural drawing)

1 1/2" 1 1/2"

9 1/2" 9 1/2"

1/2"1/2"

5 1/2" 5 1/2"

9'-0"

Rec Room

4'-8" 8" 8"

Gypsum board 1/2"1/2" Gypsum wallwall board Framing 2x6 2x6 Framing Exterior grade plywood sheathing 1/2"1/2" Exterior grade plywood sheathing Tyvek commercial air barrier Tyvek commercial wrapwrap air barrier Rainscreen drainage Rainscreen drainage matmat Accoya wood siding 3/4"3/4" Accoya wood siding

11'-0"

line of conc. wall beyond

2" 2"

1'-9"

2'-0"

3'-6"

1'-0"

1'-6"

3 1/2"

6 A4.0

1 1/2" 1 1/2"

6" 6"

Metro Aluminum 1100T sliding doors Metro Aluminum 1100T sliding doors (x5)(x5) Window pocket Window blindblind pocket Metal closure (match ceiling colour) Metal closure (match ceiling colour) 4" 4"

5" 5"

1/2" 1/2"

Anodized aluminum panel Anodized aluminum panel membrane PeelPeel andand stickstick membrane Aluminum fixing angle Aluminum fixing angle Metro Aluminum window system Metro Aluminum 24002400 window system

4'-0"

Master Bedroom

Bar

1'-0" 1'-0"

F1a

Gypsum wallboard 5/8"5/8" Gypsum wallboard 2x back framing 2x back framing 9 1/2" Wood 9 1/2" Wood joistsjoists BASF Walltite spray insulation to R28 BASF Walltite spray insulation to R28 2x Wood tapers 2x Wood tapers Exterior grade plywood 1/2"1/2" Exterior grade plywood Bitumous roofing membrane 2-Ply2-Ply Bitumous roofing membrane

8 1/4"

3'-0"

7 1/2" 8'-6"

Closet

el. 312'-6"

7 1/2" 7 1/2"

Anodized aluminum panel Anodized aluminum panel Pressure treated strapping Pressure treated strapping Tyvek commerical air barrier Tyvek commerical wrapwrap air barrier Exterior grade plywood sheathing Exterior grade plywood sheathing

9 1/2"

1'-0" 3"

3'-2 1/2"

3" 3"

Storage

6 A4.1

Master Closet Hall

2'-2" 2'-2"

12'-0"

1/2" 1/2"

POWDER POWDER RMRM

6 7/8"

GRIDLINE D GRIDLINE D

Closet

Metal flashing - Cascade gray" or similar Metal flashing - Cascade "old"old zinczinc gray" or similar membrane PeelPeel andand stickstick membrane Bitumous roofing membrane 2-ply2-ply Bitumous roofing membrane Exterior grade plywood 3/4"3/4" Exterior grade plywood 2x Wood tapers 2x Wood tapers 9-1/2" Wood joists 9-1/2" Wood joists Stucco Stucco soffitsoffit

1'-1"

1" 1"

22'-8 1/2"

F2a

5 1/2" 5 1/2"

336'-0" t.o.t.o. fin.fin. flr.flr. el. el. 336'-0"

9'-1 1/2"

11'-0"

Hall/Bridge

el. 324'-6"

GRIDLINE A GRIDLINE A

F3a

2'-6" 7'-6 1/4"

5'-11"

9'-7 1/2"

9'-1 1/2"

3'-6"

8" 8"

3/8"3/8" Tile Tile (tbd)(tbd) Denshield 1/2"1/2" Denshield Framing 2x6 2x6 Framing Exterior grade plywood sheathing 1/2"1/2" Exterior grade plywood sheathing Tyvek commercial air barrier Tyvek commercial wrapwrap air barrier Rainscreen drainage Rainscreen drainage matmat Accoya wood 3/4"3/4" Accoya wood

11"

line of floor beyond

5 A4.0

4'-4" 3'-4"

4'-0"

Lo c a t e d i n We s t Va n c o u ve r, t h e H i l l H o u s e wa s d e s i g n e d u n d e r c h a l l e n g i n g c o n d i t i o n s o f h i l l s i d e d e s i g n . T h e i n i t i a l e nve l o p e i s s h a p e d f ro m t h e zo n n i n g s e t b a c ks a n d h e i g h t l i m i a t a t i o n s. T h e g o a l wa s t o re s p e c t t h e n a t u ra l p ro f i l e o f t h e s i t e a n d m a x i m i s i n g t h e e n g a m e n t o f t h e b u i l d i n g w i t h i t s s o r ro u n d i n g . M a d e u p o f 3 l eve l s t e r ra c i n g d ow n , t h e p ro j e c t i s d ev i d e d i n t o p u b l i c l i v i n g a n d d i n n i n g a t t h e e n t r y l eve l a n d p r i va t e s p a c e s i n t h e m i d d l e a n d l owe r l eve l s.

4 3/4"

11 3/4"

2 1/2"

2" 2 1/2"

1'-0 1/2"

18'-4 1/2"

5'-7"

10"

4 A4.0

F2a

1 1/2"

1'-10 1/2"

9'-7 1/2"

2 A4.0

Deck

8'-3"

Kitchen

F2d

7.76"

7'-9"

1 A4.0

Private residance in collaboration with M.L.

10'-5"

8'-0"

11'-3" 21'-7 1/2"

HillHouse

11 3/4"

5'-8"

Hall

Powder Room

8'-5 3/4"

9'-11"

6'-0 1/2"

3/4"3/4" Tile Tile (tbd)(tbd) 1-1/2" Concrete topping hrydronic heating 1-1/2" Concrete topping c/w c/w hrydronic heating tubetube Plywood sheathing 5/8"5/8" Plywood sheathing Plywood sheathing 5/8"5/8" Plywood sheathing 11-7/8" TJI framing structural drawing) 11-7/8" TJI framing (see(see structural drawing) Gypsum wallboard 5/8"5/8" Gypsum wallboard

11 3/8" 11 3/8"

10" 10"

Detail sliding terrace door head Detail @@ sliding terrace door head 1 1/2"= 1'-0" 1 1/2"= 1'-0"

7 7

NS SECTION @ STAIR 1/4"= 1'-0"

1" 1"

1" 2" 1" 2" 1/2" 1/2" 1/2" 1/2"

1 1/2" 1 1/2"

6" 6"

3 1/2" 1/2"1/2" 3 1/2"

Aluminum fixing angle Aluminum fixing angle membrane PeelPeel andand stickstick membrane Metal flashing Metal flashing Gypsum wallboard 1/2 1/2 Gypsum wallboard BASF Walltite spray insulation BASF Walltite spray insulation 6" Concrete structural drawing) 6" Concrete wallwall (see(see structural drawing)

Metal flashing - Cascade gray" or similar Metal flashing - Cascade "old"old zinczinc gray" or similar membrane PeelPeel andand stickstick membrane Metro Aluminum 1100T sliding doors Metro Aluminum 1100T sliding doors (x5)(x5) 2x Accoya decking 2x Accoya decking 2x Pressure treated sleepers 2x Pressure treated sleepers bitumous roofing membrane 2-ply2-ply bitumous roofing membrane Exterior grade plywood sheathing 5/8"5/8" Exterior grade plywood sheathing 2x Wood tapers (slope to drain 2x Wood tapers (slope to drain 1/4"1/4" per per foot)foot) BASF Walltite spray insualtion to R28 BASF Walltite spray insualtion to R28 TJI framing structural drawings) 1'-0"1'-0" TJI framing (see(see structural drawings) 2x Back framing 2x Back framing Gypsum Wallboard 5/8"5/8" Gypsum Wallboard

11 3/8" 11 3/8"

9" 9"

HALL HALL

8 1/4" 8 1/4"

3" 3"

335'-6" t.o.t.o. fin.fin. flr.flr. el. el. 335'-6"

Wood siding 3/4"3/4" Wood siding picket railing vinylvinyl picket railing 2x pressure-treated membraned 2x pressure-treated membraned curbcurb Wood decking 2x6 2x6 Wood decking 2x Pressure treated sleeper frame 2x Pressure treated sleeper frame bitumous roofing membrane 2-ply2-ply bitumous roofing membrane 5/8" Exterior grade plywood sheathing 5/8" Exterior grade plywood sheathing 2x Wood tapers (slope to drain 2x Wood tapers (slope to drain 1/4"1/4" per per foot)foot) Plywood 3/4"3/4" Plywood BASF Walltite spray insulation to R28 BASF Walltite spray insulation to R28 9-1/2" TJI framing structural drawings) 9-1/2" TJI framing (see(see structural drawings) 2x Back framing 2x Back framing Gypsum wallboard 5/8"5/8" Gypsum wallboard

Furring Strips @ 16" 3/4"3/4" FlowFlow ThruThru Furring Strips @ 16" centres 4'-0" 4'-0"centres Tyvek commercial air barrier Tyvek commercial wrapwrap air barrier Exterior grade plywood 1/2"1/2" Exterior grade plywood Framing 2x4 2x4 Framing Exterior grade plywood 1/2"1/2" Exterior grade plywood Tyveck commercial barrier) Tyveck commercial wrapwrap (air (air barrier) Wood siding 3/4"3/4" Wood siding

4 1/2" 4 1/2" 7" 7"

bitumous roofing membrane 2-ply2-ply bitumous roofing membrane exterior grade plywood sheathing struct.) 3/4"3/4" exterior grade plywood sheathing (see(see struct.) 2x Wood tapers (slope to drain 2x Wood tapers (slope to drain 1/4"1/4" per per footfoot min.)min.) framing 2x6 2x6 framing welded supports structural) 2x3 2x3 HSSHSS welded steelsteel supports (see(see structural) strapping 1x3 1x3 strapping Wood 3/4"3/4" Wood soffitsoffit

2'-2" 2'-2"

Wood flooring 3/4"3/4" Wood flooring 1-1/2" Concrete topping hydronic heating 1-1/2" Concrete topping c/w c/w hydronic heating tubetube Plywood sheathing 5/8"5/8" Plywood sheathing BASF Walltite spray insultion BASF Walltite spray insultion framing structural drawings) 1'-0"1'-0" TJI TJI framing (see(see structural drawings)

1" 1"

1 Metro Aluminum window system Metro Aluminum 24002400 window system

GRIDLINE E GRIDLINE E

GRIDLINE A GRIDLINE A

10" 10"

Detail pond Detail @@ pond 1 1/2"= 1'-0" 1 1/2"= 1'-0"

3'-6" 3'-6"

3 3

Detail powder Detail @@ powder rmrm flr flr 1 1/2"= 1'-0" 1 1/2"= 1'-0"

GRIDLINE D GRIDLINE D

1 1

336'-0" t.o.t.o. fin.fin. flr.flr. el. el. 336'-0"

2'-0" 2'-0"

1/2"1/2"

3" 3"

W 14x26 beam W 14x26 steelsteel beam Metro Aluminum window system Metro Aluminum 24002400 window system Aluminum fixing angle Aluminum fixing angle Backing caulking Backing rod rod andand caulking Window pocket Window blindblind pocket Metal closure (match ceiling colour) Metal closure (match ceiling colour)

REVISIONS REVISIONS:

3" 3"

6" 6"

4 4

Detail terrace slider Detail @@ terrace slider sillsill 1 1/2"= 1'-0" 1 1/2"= 1'-0"

5 5

issued for clier issued for client Issued for clier Issued for client Issued for clier Issued for client Building perm Building permit s Revised for Bs Revised for BP Revised for B Revised for Boule Revised for Bs Revised for BP Driveway Rev Driveway Revise Revised for B Revised for BP Revised for C Revised for Cons Revised for D Revised for Door Revised for C Revised for Cons

Detail terrace planter Detail @@ terrace planter 1 1/2"= 1'-0" 1 1/2"= 1'-0"

GRIDLINE E GRIDLINE E

1'-0" 1'-0"

2" 2"

Wood 3/4"3/4" Wood (tbd)(tbd) 1-1/2" Concrete topping hrydronic heating 1-1/2" Concrete topping c/w c/w hrydronic heating tubetube Plywood sheathing 5/8"5/8" Plywood sheathing 11-7/8" TJI framing structural drawing) 11-7/8" TJI framing (see(see structural drawing) Gypsum wallboard 5/8"5/8" Gypsum wallboard

1" 1" 5" 5"

Detail light North Detail @@ hallhall light wellwell North 1 1/2"= 1'-0" 1 1/2"= 1'-0" 1'-0" 1'-0"

2 2

Metro Aluminum window system Metro Aluminum 24002400 window system Metal flashing membrane Metal flashing overover membrane membrane PeelPeel andand stickstick membrane Galvanized grading Galvanized bar bar grading Accoya decking (1-1/2" thickness) Accoya decking (1-1/2" thickness) Pressure-treated sleepers Pressure-treated sleepers Concrete Concrete skimskim coatcoat

1/2" 1/2" 3" 3"

Gypsum wallboard 1/2 1/2 Gypsum wallboard BASF Walltite spray insulation BASF Walltite spray insulation 8" Concrete structural drawing) 8" Concrete wallwall (see(see structural drawing) 80 E-pro Mil E-pro dam-proofing reinforced) 80 Mil dam-proofing (fully(fully reinforced) Dimple drainage Dimple drainage matmat

6" 6"

Wood flooring 3/4"3/4" Wood flooring 1-1/2" Concrete topping hydronic heating 1-1/2" Concrete topping c/w c/w hydronic heating tubetube Plywood sheathing 3/4"3/4" Plywood sheathing 11-7/8" TJI framing structural drawings) 11-7/8" TJI framing (see(see structural drawings)

3" 3"

3 1/2" 3 1/2"

2 1/2" 2 1/2"

8" 8"

HSS 3x23x2 HSS

1 1/2" 1 1/2"

3/4" 3/4"

5 1/2" 5 1/2"

3/4" 3/4"

1/2" 1/2"

5 1/2" 5 1/2"

5 1/4" 5 1/4"

5 1/2" 5 1/2"

9 1/2" 9 1/2" 5 1/2" 5 1/2"

3/4" 3/4"

GRIDLINE D GRIDLINE D

4 3/4" 4 3/4"

Gypsum wallboard 1/2 1/2 Gypsum wallboard BASF Walltite spray insulation BASF Walltite spray insulation 6" Concrete structural drawing) 6" Concrete wallwall (see(see structural drawing) 80 E-pro Mil E-pro dam-proofing reinforced) 80 Mil dam-proofing (fully(fully reinforced) Dimple drainage Dimple drainage matmat

2'-0" 2'-0"

9 1/2" 9 1/2"

2'-0" 2'-0"

3'-5 1/2" 3'-5 1/2"

3'-3" 3'-3"

planter planter

W14x26 W14x26

3 1/2" 1 1/2" 3" 3" 3 1/2" 1 1/2"

drawing a ThisThis drawing as an McLeod | Bove McLeod | Bovell De without express without express pe drawing for uo drawing is foris use otherwise usedused otherwise wit Bovell Design Bovell Design Inc. I fordimensions all dimensioo for all of any discrepa of any discrepancie

McLeo McLeod

Dixon Res Dixon Resid

H E N R I Q U E Z PA RT N E R S A R C HI T E C T S 2 0 1 1 -2 0 1 2

MIXED USE Urban Rejuvenation

DP I BP I IFC GRANVILLE AT 70TH MURRAY HOTEL

mixed use sustainable development

VANCOUVER I CANADA

70TH AT GRANVILLE “Our most beautiful buildings must be in our poorest areas.” Pocket parks and lush groves are woven throughout the development at Granville at 70th, which is punctuated by expansive rooftop gardens. Targeting LEED gold equivalent, the development will employ rainwater collectors and efficient mechanical systems. Granville at 70th is comprised of a 19-storey residential tower with a mix of rental units and market condominiums, a 14-storey residential tower, and a 7-storey podium with rental housing and townhouses at street level. A new Safeway replaces the current aging store and large parking lot, which was a void in the urban fabric. The façade of the new Safeway creates a strong streetwall, while paying homage to its 1960s predecessor. The gull-wing shape of the new store canopy is a modern interpretation of the previous Safeway’s classic design. The development brings responsible density to a transit-oriented area while creating an intimate neighbourhood scale. The townhouses, which are situated across the street from single-family dwellings, are set

25295

A RC H ITECT U R AL I M PLA N TS RD

- None RD

- A-FIXT

214

0-A

- A-FURN - A-GRID 17 18 19

westbank

9750

2025

350

560 1730

1000 1160

990

3534

EQ 2460

7920

15066 EQ

958

1459

3-02D-06B

236

664

24940 7040

3-02D-06A

3-02D-05A

12345

303 370

3-02C-06A

1518 900 1015 1061

0-A2.05

425 1A

525 1200 3-02E-07B W3.1

3-02E-07A

3-C 4

RD 975

0-A7.32

W4.1 ROOF DECK

W4.1

900

2250 1035

W3.3 3-02 E-1

3-02E-06A

CORRIDOR 3-02E-11

W3.1

3-02E-07D

975

1533

3-02E-07C 1141

SECOND BEDROOM 3-02E-07

BATH 3-02E-06

W3.1

W3.3

W3.3 W2.7

1865 SIM. W4.3

3-02E-08A

58 57 56 55 60 59 62 61 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 63

PLAN - E SUITE 306 885 sf

SCUPPER

525

KITCHEN 3-02E-02

1000

3-02F-06B

SECOND BEDROOM 3-02F-06

W3.2 A/C W3.6 WALK-IN CLOSET W3.6 3-02E-09 W3.1 3-02E-08B W4.1

1000

CB 65 64

744

W3.3 ENSUITE 3-02E-10

W4.3 SIM.

W3.1 W4.1

1675

1371

447

W3.1

MASTER BEDROOM 3-02E-08

W4.1

1260

W4.1

250 450

9450

930

W/D

JULY 25, 2011 W3.3

W3.2

8080

W3.2

3-02E-02A

W4.1

900

W3.1

W3.2

3-02F-06A

1101

1022

3-02F-05A

A 3-02 F-03

3-02C-05A

1524 - NOM

3-02B-05A 543

3-02D-10A

1167 900 1059 2415

187 3-02F-01A

3-02F-01C

783 870

LINE OF BUILDING ABOVE

W4.1

W3.3 1672

W3.4

W3.3

LIVING 3-02E-04

DINING 3-02E-03

W4.1 SIM.

W4.1 SIM. W4.3

360

1350

1950

3-02B-06C

774 886 9920 1200 1058 642

3-02B-01A

450 UP

DN 2085 1460 - CLR 984 1305

1118

1184

3-02D-01B

207

3-02A-05A

1560

3-02B-06D

200

200 160 250 450 1015 1135 250 400 2025 1330 400 305

1838 1047

LIVING 3-02D-04

3-02E-03A

3-D

1930

1135

GRANVILLE AT 70TH

165

W3.1

DINING 3-02D-03

W2.8

1743

3-B

1549 WEST 70TH AVENUE

164

163

CONSULTANT

ROOF TERRACE

PE-3-02

W4.1

JOB TITLE

3-A4.02

166 4

PLANTER

250 450 250 400 2025 1675

3-02A-06A

UP 750

0x-D RD

W4.3 SIM.

W4.1 1256

PLAN - D SUITE 305 599 sf

3-02E-08C

1340

1100

2700

W4.1

278

W2.7

CB 725

BEDROOM 3-02D-06

W4.1

658

W3.1

W2.8

3-02F-06C

1950

960

STORAGE 3-02E-12

975

1213

KITCHEN 3-02D-02

W3.1

W4.1

975

W3.2

W3.1 1594

MARCH 1, 2012 W2.8

W4.1

290

210

PE-3-01 FIRE

W4.1 SIM. W4.3

2,3 0-A7.51

170

1100

1950

3-P3-03A450

250 400

167

EQ 2480

4295 3-02F-03B

W3.1

W3.6 W/D 3-02D-03A

W2.8

380

112 111 110 162109 141 140 136 135 134 133 132 131 130 129 128 127 126 125 124 123 122 121 120 119 118 117 116 115 114 113 139 138 137 161 160 159 158 157 UP 1950

RD 880

1950

RD 1000

525

1075

SCUPPER

360 270 ROOF TERRACE

91 90 116 115 114 113 110 112 111 107 106 105 104 103 102 101 100 99 98 94 93 92 97 96 95

2025

7610

200

3-02G-05B

168 EQ

1950

15.950

W4.1 1449

DEN 3-02G-05

1100 W3.1

580

530

W3.6

GARBAGE 1145

SIM. 1235 W4.3 450

A/C W1.1a

538

3-02G-05A

RECYCLING

4750

818

W3.2

3-P3-03

STAIR 3-03

7181320 197

1680

W3.1

W3.3

W4.1

W2.7

W3.3

820

BATH 10, 2012 FEBRUARY 3-02F-05

W3.1

DINING 3-02F-03

W3.2

SEPTEMBER 2, 2011

W/D

BEDROOM 3-02C-06

W4.3 SIM.

3-02D-01C

ENTRY 3-02E-01

APRIL 9, 2012

CB W3.1

W3.1

1800 3-02F-07B

165

W3.2

290

3-02G-07B

1100

3-02 G-0

450

1070 169

1433

0x-4

1015

8700

13637380 3-02 G4785 -07A

W3.1

KITCHEN 15.9503-02G-02

2400

1800

W4.1

MASTER BEDROOM 3-02F-07

W3.6

879

JUNE 15, 2012 W4.4

1049

LIVING 3-02F-04

CORRIDOR 3-02G-07

350

1392

SIM. W4.3

250 400

200 1015

525

PLAN - F SUITE 307 765 sf

A/C

W2.7

ENTRY 3-02D-01

W3.3

ENTRY 3-02F-01 3-02 F-01 B

ISSUED FOR REVIEW

W3.1

A/C W3.2

W3.3

W3.6

1808

OCTOBER 1, 2012 W2.7

W3.2 W3.1 ISSUED FOR DEVELOPMENT PERMIT

3-02F-07A

3-02G-08A STORAGE W4.1 3-02G-08 W3.1 1

W3.2

W3.6 1216 ISSUED FOR TENDER

W2.7

W4.1

1015

DINING 3-02G-03

W3.1 WALK-IN CLOSET 3-02F-08

KITCHEN 3-02F-02

W3.1

STORAGE 3-02C-08

BATH 3-02D-05

365 364 363 373 372 371 370 369 368 367 366 383 382 381 380 379 378 W3.6

W3.1

1753

710

W3.3

54 53 52 11 14 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 13 12

3-02E-01A

ISSUED FOR REVIEW W3.1

W3.1

728

3-02F-08A

W2.8

DN STORAGE UP 3-02D-10

W4.1

W3.3

3-02C-08A W3.1

3-02C-01B W2.8

W2.8

324 323 322 321 320 319 318 317 316 315 314 313 312 311 310 309 308 307 306

3-02C-06B

W3.4

W3.3

W3.1 902

W2.7

399W3.1 398 397 396 395 394 393 392 391 390 389 388 387 386 385 384 383 382 381 380 3-02E-05A

1966

A/C W3.6 ISSUED FOR 90% REVIEW W3.1

3-02F-10A

W/D

W3.1

W2.8

W4.3 SIM.

W4.1

W2.7 104 103 87 105 102 89 88 106 99 98 97 96 95 94 93 92 91 90

W3.4

W4.1 W4.1 ISSUED FOR W2.5 - LOT A 100% WORKING DRAWINGS

W3.1

BATH 3-02C-05

W3.4

3366

3-02E-05

ISSUED FOR BUILDING PERMIT

STORAGE 3-02F-10

W2.7

ENTRY 3-02C-01

68 67 66 65 64 71 70 69 73 72 FAMILY 47 46 36 35 34 39 38 37 42 41 40 45 44 43 30 29 28 25 33 32 31 27 26 ROOM

W2.7

W2.5

W4.1

3-A4.01

W3.1

W/D

1878

W4.1

170 3-01-21A

ELECTRICAL

1135

DN W2.8

3-02F-08B

3-02G-01A 2978

W2.7 ENTRY 3-02G-01

W3.1

3-02G-03A

1425

UP UP

DN 1110 - CLR 235

445 578 1159

350 400

6200

437

1100 3-02G-04A

LIVING 3-02G-04

3-01-21

250 400 85

170

1240

818 1723

1723 1726 788 362

3-02H-08A

3-02H-08B

122

200

W4.4 ENSUITE 3-02F-09 450 W3.4 RD 140 W4.4 W3.3 3-02F-09A

5440

FD 65 64 66

3-02C-01A

W3.1

0x-E

W3.1

W3.1 W3.1 320

ELEVATOR LOBBY 3-02-10 W4.1

W4.1

W2.5

243-02-21A

W4.2

W4.1

W2.8

58 57 56 55 54 79 59 60 63 62 61 78 77 76 75 74 73 72 71 70 69 68 67

W2.5

ELECTRICAL 3-02-21 W2.1

W4.1

W3.3

BATH 3-02G-09

W4.2

W2.5 W2.7

KITCHEN 3-02H-02

3-02G-09A

718

1118

3-02J-05A

1033

933 1229 1070

3-02I-01B

3-02I-12A

1401

235

2H -0 7B

245

ENTRY 3-02H-01

450

W2.3

W2.7

ELEVATOR LOBBY

293

W4.2

W2.1

CORRIDOR 3-02C-07

W3.3

LINE OF BUILDING ABOVE

3-P2-11

1688

1500

W3.3

W4.4

1377

1200 - CLR

3-A4.02

DINING 3-02C-03

PLAN - C SUITE 303 676 sf

W3.3

W2.8

3-02B-07A

W2.5

10W4.2

W3.3

302 301 300 299 298 297 296 295 294 293 292 291 290 289 288 287

3-02-02A

W2.1

W4.1 SIM.

W2.7

W2.8

305 304 303

3-02D-01A

0x-D

1520

W5.2 PE-3-02 W5.2

BATH 3-02B-05

W3.3

STAIR #2 3-02-02

W2.1

MECHANICAL SHAFT 2240

W4.2

18.840 3-02H-01A

W3.1

809

260

740

450 200 PLAN - G SUITE 308 714 sf

2025

STAIR 3-03 3-01-03A 300 RD 25.900

1078

1037 818

3-02J-03A

2400 250 400 2025

3-0 3-0 2H -0

W3.2

3-02H-01B

W3.1

W2.1

KITCHEN 3-02C-02

- A-STRC - A-WALL

STORAGE 3-02B-07

W2.5

3-P2-03A 1340

W4.1

W3.1

W3.2 900

0x-3

W4.1

3-A4.02

3-01-03

1817

718

4003-02J-06A 350

450 1800 235

1330

A/C W3.6

W3.1

2370

450

3-01-02A UP

1950 4230

PE-3-02

W4.3 SIM.

3-B

1015

1800 2400 250 400 7560 4750 2025 260

1010

285

3-02I-09A

160

L W3.6

W2.1

W4.1

W2.8

W3.1

927

3-02A-01A

W4.1

W2.8

2 0-A7.32

3-A

LIVING 3-02C-04

W3.3

6340

0x-E 27810

580

21 JULY 2011

SCALE

505 5440

1500 LINE OF BUILDING BELOW

DATE

DRAWN

- A-FURN CB

170 8010

JP/BO/MB

CHECKED

1:50

250

450

250

450

PLAN DETAIL - STAIRS 1 TO 3, LEVEL 1

3-P3-08A

505

1060

460

350

400

3-C

9915

1330

1015

10050

3-P3-11

450

0-A7.30

Scale 1:50

15.790 ELEVATOR LOBBY

400

5440

580

9885

10050

160

3-01-10A

25.900 3-01-10 ELEVATOR LOBBY

450

0-Bx

EXIT STAIR 3-01, 3-02 & 3-03 PLAN DETAILS RN

JOB NO.

2707

450

6200

140

PLAN DETAIL - STAIR 3, LEVEL P3

3-A4.01

METAL ROOF / CANOPY BELOW

Scale 1:50

8688

580

3-C

0-Bx

W3.3

W3.2

SIM. W4.1 3-02C-02A W4.3 SIM.

- None

ENTRY 3-02A-01

300

1200 - CLR

W2.5

W3.2

18.840

W2.1

3-P2-11A W/D

Scale 1:50

580

3-02-01A

STORAGE 1380 3-02H-08 PE-3-01 FIRE W4.1

PLAN DETAIL - STAIR 3, LEVEL P2

BEDROOM 3-02G-06

PROPERTY LINE

PLAN DETAIL - STAIRS 1 & 2, LEVELS 4 TO 10 Scale 1:50

NUE

6340

25.900

8682

580

450

3-01-02

ROOF TERRACE

4200

5770

580

5440

870

1015 2025

350 450

STAIR #1 3-02-01

STAIR 3-03 580

W3.3

W3.1

3-02C-04A ROOF DECK

DRAWING TITLE

0-B

400

350 70

400

350 400

3-C

450

STAIR 3-02 2360

580

METAL ROOF / PE-3-01 CANOPY BELOW FIRE

MECHANICAL SHAFT

1285

3-00-10

7040

7560

250 400 100 ELECTRICAL

450

ELEVATOR LOBBY

450

580

2360

1234

1950 430

450

1285

450 1015

3-00-21

2025

250 400 100 7560

1100

PE-3-02

1015

PLANTER

3-01-01 3-01-01A

3-00-21A

600

895

3900

STAIR 3-01

2700

0-A7.32

SCUPPER

3-02B-06B - A-SITE

W/D

ENTRY 3-02B-01

223

A/C W3.6

B-0 3-02 878

B-0 3-02

W3.2

W2.7

2545

450

W2.1

W3.1 1005

W3.3

W3.1

7500

W3.1

W2.1

7 W2.1

3-P2-03

W2.7

W2.8

3-02G-06A

8700

3900

W3.6

W3.1

CORRIDOR 3-02A-07 1375

3-02A-07A

W/D

W3.1 1320

W4.4

300

W2.7

3-02A-07B

1800

W2.5

W2.7

870

0x-4

W4.2

1100

W W3.2

BATH 3-02H-05 129 745 3-P2-12 3-02H-05A MECH

DINING 3-02H-03

1726

3-3

25.900

0-B

1285

2025

PE-3-01 FIRE

MECHANICAL SHAFT

1800

200

3-D

3-A4.02 3-00-02A

300

4200

1340

STAIR 3-02

RD 1800

7040

250 400 100 2025 1285

1285

1100 200

=7 R

1015

ELECTRICAL

580

3-B

3-00-02

3-00-01A

1340

3-14-21

5120

3-14-02A

E-3-02

1285

STAIR 3-01 3-A4.02

3-14-21A

450

PLAN - H SUITE 309 575 sf LIVING 3-02H-04

W2.8

0-A7.50

600

450

580

3-00-01

STAIR 3-02

1800

300 1340

3-14-02

300

600

4200

1285

3-B

7500

1800

450

250 400 100

600

450

1340

407

250 400 100 2025 3-02H-06C

10-14

8700 600 200

3-C

PLANTER

3-2

525

3-3

W3.6

W2.7

W2.8

0-A7.30

8080

3-2

3-3

1010

Scale 1:50

1330

2025 1285

942

450 1015

PLAN DETAIL - STAIRS 1 & 2, LEVEL 2 5

Scale 1:50

525

PLAN DETAIL - STAIRS 1 & 2, LEVEL 11

718

2760

1960

STORAGE 3-02I-12

W2.8

CORRIDOR 3-02H-07 3-02H-06A

580

W3.6

18.910 W2.8

W3.1

13110

LEVEL

6340

4750

EQ 525 1950 525

580

745

580

W3.1

2705

ROOF TERRACE

RD 450

5440

W3.3

W3.1

3-02G-06B

350 400

450

BEDROOM 3-02H-06

0-A7.51 PLANTER

450

6340

CONCRETE EYEBROW ABOVE

3-C

3-02-10 ELEVATOR LOBBY

3-C

W3.1

A/C

W/D W3.1

W3.1

2825 3-02I-01A

W3.1

282

W2.7

8700

KITCHEN 3-02B-02

BATH 3-02A-05

W3.3

KITCHEN 3-02A-02

2129

450

W4.3 SIM.

- A-GRID

DINING 3-02B-03

W2.7

ENTRY 3-02J-01

W3.2

3-02I-01D

W2.7

W2.8

SIM. W4.3

944

W3.1 302I-0 1C

W2.8

3-02G-06A

580

5440

LINE OF BUILDING ABOVE 450

3-02-21 ELECTRICAL

SCUPPER

525

350 400

3-C

3-02-21A

1950

1835

3-11-10

1285

450

ELEVATOR LOBBY

2360 PE-3-02

W2.8 W3.4

W3.3

7380 ENTRY 3-02I-01 718

1015

856

3-B

3-02H-06B 7560

DN 3350

=7 R UP

790 24640

LINE OF BUILDING BELOW

RD RD

580

20 3920

A/C

W3.3

1263

3-02J-07A 1 W3.1

W/D

W3.1

W2.8

0-A7.30

PE-3-01 FIRE

0-A2.05 SHAFT

3-02J-07B

W2.7450 200

KITCHEN 3-02I-02

7040

250 400 100 2025

7040

7560

250 400 100 2025

1520

C MECHANICAL

0x-3

1285

450

1015

200 1100

1285

1100

=7 R

1015 250 400 100 7560

7040 2025

35900

450

1285

450 2400 250 400 2155

3-11-21 ELECTRICAL

CORRIDOR 3-02J-07 870

W3.1

1125

W3.4

W2.8

STORAGE 3-02A-08

W3.6

DINING 3-02A-03

PLAN - B SUITE 302 488 sf

W2.7

W3.1

3-02A-08A

W2.7

BATH 3-02J-05

3-A4.02

3-02-02A

W3.6

W2.8

1950 RD

- A-GRID

BEDROOM 3-02B-06 - A-FIXT

3-02B-06A W3.6

0x-E

815

140 W2.8

450

31 61 60 59 42 41 40 39 38 37 36 35 34 33 32 58

W1.2

LIVING 3-02B-04

W3.1

318

1950

- A-FLOR

W2.8

3-02A-06B

3-11-21A

W4.1

300

W3.5

PLAN DETAIL - STAIRS 3, LEVEL P1 Scale 1:50

W1.1a

W3.6

W2.8 W3.1

450

6200

W3.1 A/C W3.4

2444

W2.8

0-3

3975

800

ROOF DECK

3-02B-04A

MECHANICAL SHAFT

1520 PE-3-02

580

W3.6

PLAN - A SUITE 301 648 sf

W3.1

5440

W3.3

DINING 3-02I-03

1340

ELEVATOR LOBBY

W2.7

KITCHEN 3-02J-02

PLAN -I 3-02-02 SUITE 310 STAIR 3-02 1,075 sf

W4.3 SIM.

3-14-21

4480 PE-3-01 FIRE

2 5120

LIVING 3-02A-04

450

- None

W3.1

W2.8

W3.1

320

1800

3-02-01A

1500

W3.5

LIVING 3-02I-04 580

ROOF DECK

W4.3 SIM.

BEDROOM 3-02A-06

3-02A-06C

3-02J-06B 3-P1-11

3-02J-08A 63 STORAGE 3-02J-08

815

DINING 3-02J-03

W3.3

1800

3-11-02A

300

PLAN - J SUITE 311 740 450 593 sf

BATH 3-02I-05

3-A4.02

21.840 W3.1

2820

247 251 1440 250 249 248 262 261 260 259 258 257 256 255 254 253 252 RD

1133

3-5 5010

3355

540

HENRIQUEZ PARTNERS ARCHITECTS do not warrant that the drawings are produced to scale. Dimensions may not be scaled from the documents.

1520

3-02A-04A

W3.1

W2.8 W4.1

ENSUITE 3-02I-10

450

3-A4.02

ROOF DECK

2240

W4.3 SIM.

LIVING 3-02J-04

4222

1340 3-02-01 STAIR 3-01

580

300

STAIR 3-02

1520

2880

PE-3-02

200

1340 3-11-02

3-11-01A

300

ELECTRICAL

5120

W2.8

600

W4.3 SIM.

3920

3780

0x-D 450

300

W4.3 SIM.

BEDROOM 3-02J-06

1340 3-11-01 STAIR 3-01

3-A4.02

E-3-02

580

3-B

1380 PE-3-01 FIRE

MECH

W3.3 W3.1

7500

SCUPPER

RD 3-P1-12

1100

300

1340

1100

3-B

8700

2360

3-B

W2.7

1285

450

W3.1

1287

600

450

1800

3-3

600

4200

1100

1800

200

7500

450

1100

600

450

W3.1

CLOSET 3-02I-09

525

1800

8700 600 1400

350

3-02I-08A 570

9950

W3.1

3-2

1340

1950

3-4

10 UP 12 11 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 53 52 51 - None

3-3

W2.8

CORRIDOR 3-02I-11

800

0-2

C-0 3-02

3-2

1524 - NOM

157

W3.1

I-05A 3-02

3-3

W2.8

WALK-IN 3-C

W3.5

THIRD BEDROOM 3-02I-06

460 2820

450

W2.8

W3.1

D 0-A2.07

7500

- A-WALL

Copyright reserved. The documents and design as an instrument of service are and at all times remain the exclusive property of HENRIQUEZ PARTNERS 3-3 ARCHITECTS and may not be reproduced without the 5170 express written consent of HENRIQUEZ PARTNERS ARCHITECTS. All designs and related information in whole or in part shown on these documents are for the express use for the specified project only and shall not be used otherwise without the express written consent of HENRIQUEZ PARTNERS ARCHITECTS. 2820 425 The Contractor shall verify and be responsible for all dimensions on site and shall inform HENRIQUEZ PARTNERS ARCHITECTS of any variations from the dimensions and conditions shown on the Shop 450 1950 800 documents. 425 925 drawings shall be submitted to HENRIQUEZ PARTNERS ARCHITECTS for review andSCUPPER approval prior to fabrication.

3-P1-03A

3-02J-04A

2063

786

3-02I-06A

0-A7.30

33330

4844

W3.3

W4.1

Scale 1:50

W3.1

3-02I-06B

PLAN DETAIL - STAIRS 1 & 2, LEVEL 3

3-02I-07A

W4.1

W4.3 SIM.

HIGH EQ PLANTER

ROOF DECK

3-02J-06C

718

W3.1

580 W3.1

W3.1

7920

PLAN DETAIL - STAIRS 1 & 2, LEVELS 12 TO 13

W3.1

3-P1-03 2880 STAIR 3-03 EQ RD 580

450

W3.1

3-02I-07B

6340 525

580

450

668

580

Scale 1:50

400

FD 72

W3.1

5440

W4.1

350

ELEVATOR LOBBY

450

6340

W4.1 2437

400

350 400

3-C

450

1950

W4.3 SIM.

MASTER BEDROOM 3-02I-08

3-02I-09B

790

1285

1285 350 400

580

SECOND W4.3 BEDROOM SIM. 3-02I-07

ELEVATOR LOBBY

5440

3-02I-07C

3-03-10

580

21.840

800

3-02I-08B

1 0-A7.33

300

GLASS CANOPY BELOW 1100 280 1960 3780

3-03-21A 3-03-21

28ELECTRICAL

W1.1a

450

250 400 100 1520

PE-3-02

2820

3-A4.02 2925

1015

1100

4480 PE-3-01 FIRE

450

200

UP 1800 MECHANICAL SHAFT

3-A

450

HIGH 3-03-01APLANTEREQ

3-00-10

1285

1100

2025

ELECTRICAL

485

SCUPPER

1470

7560

3-00-21A RD 3-00-21

250 400 100

250 400 100 1520 PE-3-02

3825

3-03-01

300 ROOF DECK

21.840

STAIR 3-01

3-02I-10A

450

1015

1100

1015

200

=7 R

1015 250 400 100 7040 2025

4480 PE-3-01 FIRE

580

3-2 9790

450

3-03-02A RD

1950

1800

1340

2485

3-00-02A

MECHANICAL SHAFT

425

3-A4.02

300

5120

1960

STAIR 3-02

580

1340 3-03-02

GLASS CANOPY BELOW

3-B

1320

1380

3-00-01A

3-1 580

2460

51 53 52 - A-SITE 24 56 14 13 23 22 21 20 19 18 17 16 15 57 54 -55 A-STRC

Canada Safeway Limited

7380 450 200

3980

STAIR 3-02

320

450

0-1

1285

1340 3-00-02

600

1800

300

1285

5120

4480

STAIR 3-01

3-B

1520

1340 3-00-01

1100

580

7500

450

8700

1285

300

7560

600

450

1800

0x-4 1

1133

600

4200

7040

RD 1800

450

7500 RD

2025

600 450

0x-3

3-3 8700

3-02J-01A

3-2

4618

3-3 8700

400 350 3-02H-04A

3-2

PROPERTY LINE

- A-FLOR

3-02E-12A

- A-GRID FD

3-02E-10A

G R A N V I L L E

14310

MAHS

LINE OF BUILDING ABOVE

3-E 1

3980

0-A7.31

3-1

9790

7500

0-A7.31

3-2

5170

0-A2.07

3-3

5010

3-4

5 0-A7.31

3-5

AA D I B

3-E

8 0-A7.62

CONCRETE SLAB AND PARAPET AS PER STRUCTURAL DRAWINGS

SLEEVED JOINTS BETWEEN SEGMENTS

170 0-A7.62

PROVIDE WATERSTOP @ ALL PARAPETS (TYP.)

150

CONCRETE COLUMN AS PER STRUCTURAL DRAWINGS

CONCRETE COLUMN BEYOND

4-C

Scale 1:10

LIQUID APPLIED TRANSITION MEMBRANE TO SEAL OFF AROUND TRIM ANGLE AND FASTENERS

TYPICAL WINDOW WALL PARAPET

TYPICAL SWING DOOR SILL @ BALCONY

Scale 1:10

GALV. & PAINTED 50mm X 50mm X 5mm STEEL ANGLE

150

REFER TO ELEVATION DRAWINGS FOR LOCATIONS OF DIFFERENT MULLION CAP CONFIGURATIONS. THESE CONFIGURATIONS SHALL BE APPLIED TO ALL GLAZED PARTS OF THE EXTERIOR WALLS. 4-B 4-A FOR MORE INFORMATION, REFER TO DETAILS 1 AND 2 ON 0-A7.31 AND THE ELEVATION DRAWINGS.

SIM

MEANDERING METAL FRAME @ TOWNHOUSE ENTRY

Scale 1:10

REFER TO 8 / 0-A7.61 FOR MORE DETAILS F3.1 170CONTINUOUS SLOT AND IN-SLAB DUCT OF 1340 90 150 PLENUMS 170 CONCRETE COLUMN BEYOND PRE-FINISHED METAL SPANDREL

0-A

G R A N V I L L E

300

PROPERTY LINE

F4.1

ISSUED FOR CONSTRCTION - LOT B

F2.1

F4.1

50.000

JOB TITLE

T.O. PLANTER / GUARD T.O. CURB

GRANVILLE AT 70TH

2260

5530

875 W1.1a

150

MEANDERING METAL FRAME @ TOWNHOUSE ENTRY Scale 1:10

8 0-A7.62

SIM

WATERPROOFING MEMBRANE TO LAP OVER FOUNDATION WALL MEMBRANE

2&3

330

F2.2

NOTCH GRANITE AND MATCH TYP. METAL PANEL JOINT SPACING - CONTINUOUS CAULK BETWEEN METAL PANEL AND GRANITE

MIN 100 AS PER STRC.

1 4-A7.13 F2.2

RUN UP DRAIN MAT AND FOUNDATION WALL MEMBRANE

T.O. SLAB

0-A7.61

4-A7.13

TERMINATION BAR ON FOUNDATION WALL MEMBRANE

F2.1 VARIES

215 225

SEALANT CANT

VAR

HENRIQUEZ PARTNERS ARCHITECTS do not warrant that the drawings are produced to scale. Dimensions may not be scaled from the documents.

MIN 150

85 15

R2.2 F2.1

FOR METAL PANEL SPACING REFER TO ELEVATIONS

The Contractor shall verify and be responsible for all dimensions on site and shall inform HENRIQUEZ PARTNERS ARCHITECTS of any variations from the dimensions and conditions shown on the documents. Shop 4-A7.53 drawings shall be submitted to HENRIQUEZ PARTNERS ARCHITECTS for review and approval prior to fabrication.

MIN 30, MAX 350

2110

SIM

150

2488

R2.2

0-A7.61

SPLINE TO CLOSE OFF JOINT LINES (TYP.)

300

8 0-A7.62

950

8&11

CONCRETE OR CONCRETE BLOCK AS PER FLOOR PLANS

Copyright reserved. The documents and design as an PROVIDE ROLLER BLINDS W/ SHIMS 0-A7.60 SIM. 0-A7.61 instrument of service are and at all times remain the AND CONTINUOUS PRE-FIN METAL exclusive property of HENRIQUEZ PARTNERS BREAKFORM COVER. PROVIDE 20mm ARCHITECTS and may not be reproduced without the X 20mm SHADOWSLAB, REVEAL AT CEILING EXPOSED CONCRETE PAINTED express written consent of HENRIQUEZ PARTNERS F2.1 FINISH - TYP. ARCHITECTS. All designs and related information in whole or in part shown on these documents are for the express use for the specified project only and shall not be used otherwise without the express written consent of WINDOWHENRIQUEZ WALL SLAB BYPASS PARTNERS ARCHITECTS.

30 20

INTERIOR WALL FURRING AS PER FLOOR PLANS

190 237

2707

R2.2

255

1310 215

AS NOTED

ZINC PANELS

F4.2

T.O. SLAB BO CHECKED

JOB NO.

CONCRETE SLAB AS PER STRUCTURAL DRAWINGS

625

PAINTED GALV. STEEL GRATE ON PAINTED GALV. STEEL FRAMING - COLOUR TO MATCH ZINC PANELS - FRAMING TO LEAVE ENOUGH ROOM FOR WATER TO FLOW TO GUTTER (TYP. WHERE ZINC EYEBROWS MEET COPPER WALLS)

4-A7.51 R2.2

2720

Scale 1:10

0-A7.61 F2.1

(REFER R4.1 OR TO R4.2LANDSCAPE) VARIES

190 330

TYPICAL

CONCRETE AS PER STRUCTURAL DRAWINGS

DRAWN

09 DEC 2011 SCALE

W1.1a

Scale 1:10

1100

TYPICAL WINDOW WALL SILL @ PLAZA

PRE-FINISHED ALUMINUM FLASHING IN SAME FINISH AS WINDOW WALL, ON RIGID INSULATION - CLAMPED INTO WINDOW WALL SYSTEM

2395

DATE

3 9

PROVIDE PRE-FINISHED METAL INSECT SCREEN

190 330

T.O. SLAB (LEVEL 8) F2.4 200 360

6 4-A7.51

TYPICAL SECTION DETAILS F4.2

48.560

Canada Safeway Limited

COPPER PANELS

DRAWING TITLE

R2.2

2720

210

WATERPROOF DECK COATING TO WRAP UP FACE OF CONC. UPSTAND TYPICAL PREFINISHED WOOD BASEBOARD

330

375

380

0-A

PARAPET AS PER 5 / 0A7.62

FING MEMBRANE AND DRAIN MAT TO LONG ENTIRE CONCRETE WALL

2260

0-A7.61

4-A7.51 westbank

PROVIDE WEEP HOLES IN METAL PANEL (TYP.)

SELF-ADHERED MEMBRANE CONTINUOUSLY SEALED TO WINDOW WALL, MEMBRANE TO RUN DOWN AND TIE INTO DECK AS PER ROOF TYPE SCHEDULE ROOFING MEMBRANE BELOW

F2.1

40 60

WINDOW WALL GLAZING 176

CONSULTANT

PROPERTY LINE

4-A

T.O. SLAB

4-B

280

METAL BACK PAN W/ SEMI-RIGID PROVIDE WEEPS AT 450mm BETWEEN INSULATION, CONTINUOUSLY SEALED BLOCKING TO CURTAINWALL MULLIONS

2707

MAXIMIZE SEMI-RIGID INSULATION @ SLAB, +/-30mm THICK

365

330

CHECKED

JOB NO.

VARIES

WINDOW WALL SILL @ TOWNHOUSE ENTRY Scale 1:10 4-A

METAL SPANDREL PANEL

4-B

T.O. SLAB

PREFINISHED HARDWOOD SILL CONC. CURB AS PER STRUCT. DWGS

170

BO/TO

SPLINE TO LAP INTERIOR OF VERTICAL REVEALS

R4.1 OR R4.2 (REFER TO LANDSCAPE)

GRANVILLE AT 70TH

AS PER STRC.

1707.8

SCALE

DRAWN

1:10 METAL PANEL SPANDREL - IN LINE W/ WINDOW WALL MULLIONS

AS PER STRUCTURAL DRAWINGS

NG GRADE

22 DEC 2011

CONCRETE AS PER STRUCTURAL DRAWINGS VARIES

BOARD AND CAULK PAVING AND WALL

1550

1407.8

PRE-FINISHED ALUMINUM FLASHING IN SAME FINISH AS WINDOW WALL, ON RIGID INSULATION - CLAMPED INTO WINDOW WALL SYSTEM

N BAR ON FOUNDATION WALL MEMBRANE

ER LANDSCAPE DRAWINGS VARIES)

DATE

F2.1

JOB TITLE

1549 WEST 70TH AVENUE

METAL PANEL MULLIONS 40mm DEEP

200

SILL AND WALL BASE ON STAINLESS STEEL ANCHORS - BUILD UIRED

F4.1

BUILDING 4 SECTION DETAILS330 EXPRESSED HORIZONTAL CAPS AT

SELF-ADHERED MEMBRANE CONTINUOUSLY SEALED TO WINDOW WALL, MEMBRANE TO RUN DOWN AND TIE INTO ROOFING MEMBRANE BELOW

D ALUMINUM FLASHING W/ END UPTURNS AS WINDOW WALL

F2.1

REFER TO ELEVATIONS TO SEE TITLE WHICHDRAWING OPTION APPLIES

190

LL GLAZING

ED MEMBRANE CONTINUOUSLY SEALED TO LL, MEMBRANE TO RUN DOWN AND TIE INTO N WATERPROOFING BELOW

LINE OF VERTICAL MULLION BEYOND PARAPET AS PER 10 / 0-A7.61

OPTION 2: VERTICALS CAPPED

800 (VARIES)

SLOPE AND ROOF DRAINS AS PER FLOOR PLANS TURN UP MEMBRANE AND DRAIN MAT AND INSULATE CONC. FACE W/ RIGID INSULATION WINDOW WALL GLAZING

1&2 0-A7.61 F2.1

2270 2905

CONSULTANT

250

100 200 273 DIAM. PTD. GALV. HSS SLOT FOR OUTRIGGER PLATES TO PASS THROUGH FULLY WELD HSS TO OUTRIGGERS, GRIND SMOOTH

OPTION 1: CAPLESS STRUCTURAL SILICONE VERTICAL JOINTS

VOID FILL

190 19 THK. PTD. GALV. CONNECTOR PLATES. 19 THK. PTD. GALV. WINDOW WALL GLAZING SEE PLAN PLATE GUTTER

R3.1

WINDOW WALL GLAZING:

SLOPE 2%

2930

CONTINUOUSLY TIE MEMBRANE TO 64 DIAM. PTD. GALV. HSS PTD. GALV. STRC.PLATE OUTRIGGER GUTTER AND BLOCK WALL - ALLOW SEE HSS CANOPY SUPPORT SEE STRC. FOR DEFLECTION (AS INDICATED BY SEE STRC. SEPTEMBER 24, 2012 STRC.)

49.910

1549 WEST 70TH AVENUE

RX.X

1200

F2.1

GALV. STRUCTURAL STEEL GUTTER

4-J 4-H

TIE MULLION TO CONCRETE W/ SELF-ADHERED MEMBRANE INSULATED PRE-FINISHED METAL COVER TO TIE INTO MULLION

2590

225

12 X 19 PLATE CAP

Scale 1:10

4-B

710

710 250 2260

GUTTER LINER - PRE-FINISHED METAL

190 330

4-A

SIM TO: 290 SELF-ADHERED TRANSITION MEMBRANE TO SEAL 4 WINDOW WALL TO LIQUID APPLIED

0-A7.62 FLASHING OVER SLOPED STRUCTURE W/ SHEATHING 360 PLATE BEYOND BOARD AND MEMBRANE - MEMBRANEEND TO LAP OVER GUTTER MEMBRANE. DRAIN WITH STRAINER AT NORTH END MIN 2% SLOPE BACK TO GUTTER CUSTOM STAINLESS STEEL 6mm RODPLATE & CLEVIS SLOPE TO DRAIN END AT 1% 465 METAL PANEL CANOPY ON GALV. LOW POINT SHOWN STEEL STRUCTURE (REFER TO PLATES IN LINE WITH OUTRIGGERS. STRUCTURAL DRAWINGS) SEE DESCRIPTION STRUCTURAL. FOR SEE 1 / 3-A7.51

WINDOW WALL SLAB BYPASS W/ DUCT

Scale 1:10

19 50

U/S DOWNSTAND SLAB TYP.

PROVIDE ROLLER BLINDS W/ SHIMS AND CONTINUOUS PRE-FIN METAL BREAKFORM COVER - FINISH W/ DRYWALL TO U/S OF SLAB

F2.1

TYPICAL SILL @ STEPPED ROOF DECK

30.230 950

CONCRETE SLAB AS PER STRUCTURAL DRAWINGS

Scale 1:10

DEMOUNTABLE CANOPY

2260

4-A

F2.1 150

U/S SLAB TYP.

APRIL 9, 2012 MARCH 1, 2012

MEANDERING METAL FRAME @ TOWNHOUSE ENTRY

30.230

190

170

PROVIDE WATERSTOP @ ALL PARAPETS (TYP.)

JUNE 15, 2012

ISSUED FOR 90% REVIEW PROVIDE WEEP HOLES IN METAL SPANDREL PANEL (TYP.) ISSUED FOR TENDER PROVIDE PRE-FINISHED METAL INSECT SCREEN

0-A7.62

IN SLAB DUCT F4.1- REFER TO MECHANICAL DRAWINGS FOR LOCATIONS

OCTOBER 1, 2012 40 60

2780

SIM

F2.1

ISSUED FOR 100% WORKING DRAWINGS - LOT A

1265 F4.3

6-8 0-A7.62

2590

VARIES

T.O. SLAB

ISSUED FOR BUILDING PERMIT GALVANIZED METAL DEFLECTION HOOD AT SLAB DUCT PENETRATIONS - TYPICAL

190 330

85 15

W1.1a

CONCRETE SLAB AND PARAPET AS PER STRUCTURAL DRAWINGS

SIM

110

150

T.O. DECK SLAB

WATERSTOP AS PER 7 / 0-A7.60 (TYP.) WINDOW WALL GLAZING TERMINATE MEMBRANE IN REVEAL AND COVER WITH TERMINATION BAR AND FLASHING. CAULK AT TOP OF FLASHING

R2.2

WRAP FOIL-FACED SELF-ADHERED MEMBRANE INTO DUCTS (TYP.) 30.480 WOOD BASE BOARD AS PER STRC

F3.4

SPLINE TO LAP INTERIOR OF VERTICAL REVEALS VARIES MAXIMIZE SEMI-RIGID INSULATION @ T.O.SLAB, SLAB +/-30mm THICK - PROVIDE INSULATION BETWEEN DUCTS

WRAP ROOF MEMBRANE UP AND OVER CURB. TERMINATE IN REVEAL 31.035 AND SEAL WITH LIQUID APPLIED T.O. CURB MEMBRANE

OVERFLOW SCUPPERS AS REQUIRED BY MECH

30.780 PRE-FINISHED METAL BACK PAN W/ T.O. INTERIOR SLAB SEMI-RIGID INSULATION, CONTINUOUSLY SEALED TO 30.705 CURTAINWALL MULLIONS

METAL PANEL SPANDREL - IN LINE W/ WINDOW WALL MULLIONS

10 0-A7.61

GALV. & PAINTED 50mm X 50mm X 5mm CEILING BY LIQUOR STORE T.I. STEEL ANGLE

2600

1100

70 30

AS PER STRC

255

VAR

190 330

VARIES

T.O. SLAB

PARAPET PER GALV. HSS AS STUB BEYOND, TO CONNECT MECHANICALLY FASTENED SEMI-RIGID 5 / 0A7.62 FACE MOUNTED GLASS AND METAL 3-A TO CONCRETE COLUMN BEYOND INSULATION GUARD - REFER TO 3-A7.10 31.440 PRE-FINISHED METAL LOUVRE INSTALLED T.O. CURB AS PART OF WINDOW WALL, IN FRONT OF PEDESTALS AS REQUIRED SPANDREL PANEL. CUT AND PATCH AS LIQUID APPLIED TRANSITION REQUIRED TO HOOK UP MECHANICAL MEMBRANE TO SEAL OFF AROUND 5 DUCTS - REFER TO MECHANICAL TRIM ANGLE AND FASTENERS 0-A7.62 DRAWINGS FOR LOCATIONS

HARDWOOD SILL

170

AS PER STRC.

300

200

25 70

T.O. SLAB

330

EXPRESSED HORIZONTAL CAPS AT METAL PANEL MULLIONS 40mm DEEP

100

375

R2.2AS PER R2.2 WINDOW WALL GLAZING DOUBLE GUM LIP 9 / 0-A7.60 VARIES

REFER TO ELEVATIONS TO SEE WHICH OPTION APPLIES

380

150

10 0-A7.61

VARIES

150

PROVIDE PRE-FINISHED METAL GRILLE

BY STRC.

VARIES

RECESSED NON-CLIMBABLE R2.2 ANCHORS WHERECONTINUE REQ'D (TYP.) CURB INSULATION FOR TYPICAL WINDOW WALL DETAILSDOWN TO MAT AT STEPPED REFER TO 1&2 / 0-A7.61 -DRAIN SLAB DUCTS DECKS (TYP.) AS REQUIRED BY MECHANICAL

600 FOR GALV. STEEL CANOPY STRUCTURE REFER TO STRC. DWGS.

LINE OF VERTICAL MULLION BEYOND

OPTION 2: VERTICALS CAPPED

TYP.

100

MEMBRANE CONTINUOUSLY SEALED TO WINDOW WALL AND TO TIE INTO DECK MEMBRANE ON CONCRETE CURB (TYP.)

0-1

OPTION 1: CAPLESS STRUCTURAL SILICONE VERTICAL JOINTS 20

TOE GUARDSGLASS AS PERSPANDREL 9 / 0-A7.61

T.O. DECK SLAB

GALV. HSS STUB BEYOND, TO CONNECT CONCRETE COLUMN BEYOND WINDOW WALLTO GLAZING:

VARIES - SEE ELEVATIONS

NOTCH CONCRETE AS REQUIRED

0-A7.62

30.480

600

MECHANICALLY FASTENED SEMI-RIGID INSULATION PARAPET MOUNTED GLASS AND METAL BALCONY GUARD, AS PER PRE-FINISHED METAL LOUVRE INSTALLED A7.10&11 - SEALANT @ TOP AND AS PART OF WINDOW WALL, IN FRONT OF SIDES OF MOUNTING PLATE SPANDREL PANEL. CUT AND PATCH AS PRE-FIN. METAL PARAPET FLASHING REQUIRED TO HOOK UP MECHANICAL TO FULLY OVERLAP HT-MEMBRANE - TO MECHANICAL DUCTS - REFER FINISH TO MATCH WINDOW WALL.FOR LOCATIONS DRAWINGS FLASHING TO HAVE SADDLES AT ALL INTERSECTIONS W/ WALLS BY LIQUOR STORE T.I. 9CEILING(TYP.) HT-MEMBRANE TO LAP OVER 0-A7.61 PARAPET AND TO BE FULLY ADHERED TO WINDOW WALL AND CONCRETE MIN 50 OVERLAP

1100

EXTEND SLAB OVER SLOT WINDOWS, FOR FULL WIDTH OF WINDOW - APPLY BALCONY DECK COATING TO SLAB EXTENSION AND TERMINATE IN TYP. DRIP (3 / 0-A7.60)

CONC. CURB AS PER STRC. DRAWINGS

F4.2 F4.3

HSS 102x102 - SEE STRUCTURAL

FOR GALV. STEEL CANOPY STRUCTURE REFER TO STRC. DWGS.

WINDOW WALL GLAZING

R1.1

FOR PANEL SPACING REFER TO FLOOR PLAN

1 MIN. 2% SLOPE 2-A7.51

LINE OF METAL PANEL CANOPY BEYOND

PRE-FINISHED METAL FLASHING W/ RIGID INSULATION R2.2

4-D

T.O. INTERIOR SLAB

ARC H ITECT U R AL D E TAI L S

U/S OF SLAB 250mm BELOW T.O.S TYPICAL. AT LOCATIONS BELOW EL. 30.230 REDUCE HEIGHT OF WINDOW HEAD. AT LOCATONS ABOVE EL. 30.230 PROVIDE STEEL STUD DOWNSTAND AS SHOWN ON ARCHITECTURAL DETAILS.

0-A

GALV. STRUCTURAL STEEL GUTTER REFER TO STRUCTURAL DRAWINGS LIQUID APPLIED, FABRIC REINFORCED GUTTER MEMBRANE TO TIE INTO ADJACENT BALCONY DECK COATING AND R2.2 ROOFING 30.780 MEMBRANE

F4.3

SIM

4-A

0-A7.62

PANEL SPACING REFER TO FLOOR WATERSTOP AS PER 7 / 0-A7.60 (TYP.)

MIN. 2%

4-B

METAL PANEL SYSTEM WHERE MOUNTED HORIZONTALLY METAL PANELS SHALL BE PROVIDED WITH WEEP HOLES TO PREVENT POOLING OF WATER.

WRAP ROOF MEMBRANE UP AND OVER CURB. TERMINATE IN REVEAL AND SEAL WITH LIQUID APPLIED MEMBRANE

4-C

LINE OF TRANSFER SLAB BEYOND

190

DECK

SIM

2260

PEDESTALS AS REQUIRED

330

FACE MOUNTED GLASS AND METAL GUARD - REFER TO 3-A7.10

GRANITE BASE ON STAINLESS STEEL ANCHORS PAVING / PLANTER AS PER LANDSCAPE DRAWINGS

EXPRESSED 40mm DEEP VERTICAL MULLION CAP BEYOND LINE OF VERTICAL MULLION BEYOND CURTAIN WALL GLAZING - CAPLESS STRUCTURAL SILICONE VERTICAL 360 JOINTS HARDWOOD SILL 176 HORIZONTAL MULLION CAPS, MAX 104 20mm DEEP SIM TO: PRE-FINISHED METAL BACK PAN W/ SEMI-RIGID INSULATION, METAL PANEL SPANDREL - IN LINE W/ 9 CONTINUOUSLY SEALED TO HORIZONTAL MULLION CAPS 0-A7.61 CURTAINWALL MULLIONS 41.610 T.O. CURB FIRE CAULK AND EMSEAL AT SLAB TURN MEMBRANE UP BYPASS (TYP.) CURBS, WALLS AND COLUMNS (TYP.) WOOD BASE BOARD CONTINUE CURB IN SLAB DUCT - REFER INSULATION DOWN TO TO MECHANICAL DRAIN MAT ATDRAWINGS STEPPED FOR LOCATIONS VARIES DECKS (TYP.) R2.2 F2.4 41.280 T.O. SLAB 40 170

T.O. FIN. FLOOR

34 41.180 PACK W/ SEMI-RIGID INSULATION BETWEEN DUCTS T.O. SLAB PROVIDE WEEP (TYP.) CONCRETE SLABHOLES AS PER STRUCTURAL DRAWINGS

MAHS

AA D I B

UP 17R@194.12

RUN =280

PLANTED HEDGE

150m EXP. CONC. WALL T.O.W. 32.69m

32 .

31 .

PLANTED HEDGE

33.030DN

150m EXP. CONC. WALL T.O.W. 33.3m

6R @ 168.00 mm

RUN =280

6R @ 168.00 mm

6R @ 168.00 RUN =280mm

33.030

33.030 DN

150m EXP. CONC. WALL T.O.W. 32.690m

02 32 .

33.030

150m EXP. CONC. WALL T.O.W. 33.3m

32 .

PLANTED PLANTED HEDGE HEDGE

150m150m EXP.EXP. CONC. CONC. WALLWALL T.O.W. T.O.W. 32.69m 32.69m

33.030

33.030 33.030 DN DN

T.O.W. T.O.W. 33.3m33.3m

31 .

33.030 33.030 DN DN 150m150m EXP.EXP. CONC. CONC. WALLWALL

LIVING

6R @ 180.00 mm

33.030 33.030

RUN =280

33.030 33.030

PLANTED PLANTED HEDGE HEDGE

150m150m EXP.EXP. CONC. CONC. WALLWALL T.O.W. T.O.W. 32.690m 32.690m

A2.04 A2.04

A2.04

1 1 ScaleScale 1:50 1:50

1 PARAPET PARAPET 42.170 42.170

41.670 41.670 ROOF ROOF

Scale 1:50

PARAPET 42.170

PARAPET PARAPET 42.170 42.170

ROOF

41.670

LEVEL 3

39.000

41.670 41.670 ROOF ROOF

PROPERTY PROPERTY LINE LINE

ROOF ROOF DECK DECK

PROPERTY LINE

EXPOSED EXPOSED ARCH. ARCH. ROOF DECK

CONCRETE. CONCRETE.

LEVEL LEVEL 3 39.000 3 39.000

LEVEL LEVEL 3 3 39.000 39.000

LEVEL LEVEL 2 236.330 36.330

LEVEL 2

36.330

LEVEL 2 2 36.330 36.330LEVEL

ZINCZINC METAL METAL PANEL. PANEL.

PREFIN PREFIN ALUM. ALUM. HANDRAIL HANDRAIL BEYOND BEYOND . .

HORNBY HORNBY STREET STREET

WATER WATER ENTRY ENTRY ROOM ROOM

GROUND F.

33.030 33.030 GROUND GROUND F. F. . W/ GLASS PANELS ATTACHED EXPOSED EXPOSED ARCH. ARCH. . . CONCRETE CONCRETE PREFIN ALUM. HANDRAIL BEYOND.

33.030

6 STEPS AT180MM BEYOND . B.G. 31.950m @ENTRY

HORNBY STREET

WATER ENTRY ROOM 30.500 30.500 P1 P1

2 2 ScaleScale 1:50 1:50

315 300

33.690 33.690 33.030m T.O.PAVING. PREFIN. ALUMINUM GUARD

ALU

33.690

TO BACKSIDE TO BACKSIDE OF OF

CONCRETE CONCRETE WALLWALL LEVEL 1 33.030m T.O.S. BRICK BRICK . .

740

315 300 740

6 STEPS 6 STEPS AT180MM AT180MM BEYOND BEYOND . . B.G. 31.950m B.G. 31.950m @ENTRY @ENTRY

33.030 33.030 GROUND GROUND F. F.

GLASS GLASS GUARD GUARD WITHWITH . . TOWNHOUSE ALUM. ALUM. FRAMES FRAMES FASTENED FASTENED

500

315 300 740 500

33.030m 33.030m T.O.PAVING T.O.PAVING . . PREFIN. PREFIN. ALUMINUM ALUMINUM GUARD GUARD W/ GLASS W/ GLASS PANELS PANELS ATTACHED ATTACHED . .

500

1070

LEVEL LEVEL 1 1 33.030m 33.030m T.O.S. T.O.S.

33.690 33.690

1070

TOWNHOUSE TOWNHOUSE 1070

Tower has been designed to maximise privacy and minimise out look. Balconies have been eliminated to minimise the outlook. Townhouses maintain an urban edge on Hornby street. 3 storey townhouses are set 3 meters back from property line and are 1.5 meter above ground with terraced planing to maintain privacy for residents. A planted courtyard in the intervening space between the two buildings enhance the view from units above.

33.030 33.030

6R @ 180.00 mm

150m150m EXP.EXP. CONC. CONC. WALLWALL T.O.W. T.O.W. 33.3m33.3m

LIVING

33.030 33.030

6R @ 180.00 RUN =280mm

developing social housings in dt

LIVING LIVING

MURRAY HOTEL

Murray Hotel project is a contemporary reinterpretation of West Coast Modernism in the heart of Downtown Vancouver. There is a vacant site located on the west side of existing Maurray hotel on Horneby street. The challenge is to honour the hotel as an heritage and instead of demolishing it, redevelop the existing hotel and build a tower in a lot next to it and take advantage of 10% bonus FSR.

UP 17R@194.12 UP 17R@194.12

VANCOUVER I CANADA

SLOPING SLOPING GRADE GRADE . .

2 3 3 ScaleScale 1:50 1:50

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30.500

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M U R R A Y H O T E L

UR BA NE INF I LL HERITAGE FECADE UPGRADE AFFORDABLE MARKET HOUSING STREETSCAPE CONTINUITY SUSTAINABLE DESIGN HOT WATER HEATING LANDSCAPE COURTYARD LEED SILVER TAR GET

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Columbia University G S A P P I 2 0 0 9 -2 0 1 0

Mahsa Adib ARCHITECT Advanced Architectural Design Jeffrey Inaba Wellness center l Dubai Structural Analysis

A different look at Structure in design

UAE I ABU DHABI

FLOW STRUCTURE

Sometimes the structure is designed to reinforce another idea. The structure assumes a secondary, supporting role. In other words it is pure background. Can the structure be the central thematic of a buildingâ&#x20AC;&#x2122;s design? It will not necessarily be legible in the expression of the building. Instead, it will be operative in shaping the experience of the building. It will created to mold the volume and space. It will be design for a chosen quality of experience rather than for its tectonic load bearing obligating.

W E L L N E S S C E N T E R

L IN E AR O R LOOP

L I N EA R S TRUCTURE E I n a L i n e a r Struc ture, the f ram ing is limited to cage pattern. As a result space w o u l d b e m o n o to no us . I n c l i n i n g t h e vertic al and d s lo l ping i the h h or i z o n t a l w o uld break the s truc tural s k e l e t o n a n d r elax the s pac e. I t wo uld entertain us & lead to a richer experience.

L O OP S TRU CTURE I n a l o o p s t r u cture ins tead o f jo ining p oi n t s t o l i n e s , a s ingle thread lo o p and f ol d s . It w o u l d s tic h the pro gram dem a n d s t o e x t e r nal c o nf iguratio n.

I N & OU T Th e f o l d i n g l i n e is is c re a t i n g c e l l s that hat g iv e s t h e i n t e r pretatio reta ti o n o f I N and a nd O UT U a s a n a l t e r n a t e c hec kerbo ard s equenc e. Th e s e c e l l s d ont s tand alo ne but they a re w o u n d t o ge ther in a thread o f gues s w o r k a s t h e y a re inc idents o f f o lds . So t h e r e i s a n a m biguity. I n a lo o p yo u will f lo w f r o m o n e s pac e to ano ther. T here is a c o n t i n u i t y o f o ne s pac e into ano ther. Wh e r e i n a linear s truc ture there w o u l d b e a d e finite trans itio n.

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W E L L N E S S C E N T E R

P OST & B E AM

Rem O n e co l u mn D i sp l ace m ent of structure

To yo It o Structure contain Function Columns part of overall architecture

To yo It o Structure becomes the skin Modification of form of column

Mahsa O n e c o l u m n I Twis t e d s u r f a c e Structure becomes the skin Modification of form of Column

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W E L L N E S S C E N T E R

TWIST Th e s t r u c t u r e co ns is ts o f twis ted s urur fa c e s a n d Y s h ape c o lum n. T he twis t ta k e s t h e f o r c es and the c o lum n w o u l d p r e v e n t the twis ted s urf ac e fro m t i p p i n g o v er.

Y Co lum n s Th e c o l u mn will divide into two b ran c h e s l i k e a Y to ho ld up two adjacen t t w i s t s . C olum ns o rganic s hapes w o u l d h e l p t h e m to bec o m e part o f ove r a l l a r c h i t e c ture. T hey turn into th e r o o f s a n d walls and will dis app e a r i n t h e b u ilding to c reate a dif fer e n t s p a t i a l unders tanding o f the b ui l d i n g.

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W E L L N E S S C E N T E R

STRUCTU R E

S t ruct ure: Multi org anis e r Th e structure contains function ins ide. Th e y w o r k a s v ertic al c irc ulatio n, and c re a t e n o d s i ns ide the building f o r vis i t o r s . T h e y als o c o nduc t light inw a r d . In o t h e r wo rds they integrate s t r u c t u r e , l i gh t and peo ple. S tr u c t u r e w i l l play an extra s truc tural rol e s i n c e i t h a s been des igned to give c h a r a c t e r t o t h e s pac e rather than to support it.

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W E L L N E S S C E N T E R

P R OG RA M M E

Th e b u i l d i n g h as been divided to two p a r t s b a s e d on the pro gram : Wet s p a c e s a n d D r y s pac es . T he wet area off e r s o u t s i d e and ins ide s wim m ing p oo l . T h e t w i s ted s urf ac e has been u s e d a s a s l i d e r platf o rm f o r the interio r s w i m m i n g po o l. T he dry area c o ns is t s o f C a f e a nd m editatio n c enter o n lef t s i d e o f t h e pro jec t. Th e c o l u mn s are s titc hing the pro g ram t o ge t h e r by c o nnec ting dif f erent areas and providing ramps to the g re e n r o o f s .

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W E L L N E S S C E N T E R

I NTE RI RIOR OR V VII E EW W

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W E L L N E S S C E N T E R

PLAN I SECTION

SE C A

ca fe’

l o bby

en tr a n ce

pool

fitness o u t do o r pool

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Columbia University G S A P P I FA L L 2 0 0 9

PARK OF COLOR

Advanced Architect Architectural Design V

Craig Konyk Colombia l Medelline Urban Renewal

U r b u n R e n e w a l i n Po s t - E s c o b a r M e d e l l i n

COLOMBIA I MEDELLIN URBAN RENEWAL “Ou r mo s t b e a utif ul buildings m us t be in o u r p o o r e s t areas .”

D u r i n g t h e p a s t dec ade Medellin has und e r go n e a d r am atic c hange in its public r e a l m. M e dellin, thro ugh a s eries of s t r a t e gi c s urgic al “arc hitec tural im p la n t s ” h a s t aken bac k its public s pac es , p a r k s a n d ins titutio ns f ro m private f ea r, a n d gi v e n them bac k to its peo ple, a n d w i t h i t a s ens e o f Co m m unity and C iv i c Pr i d e . A djac ent to the new lo c at io n o f t h e M o dern Mus eum o f Medellin is a f o r m e r i n dus trial s ec to r, c o ns is ting of l o n g s p a n , s ingle s to ry wareho us e s p a c e s . T h e C i ty o f Medellin is planning t o t r a n s f o r m t his area into a new c ult u r a l d i s t r i c t , and Co lum bia Univers ity w a s i n v i t e d t o help envis io n the f uture of t h i s a r e a .

P A R K O F C O L O R

A RCH ITECT U R AL I M PLA N TS

Revitalizing the River Widening the Canal Water based activity. Water Dance I Restaurant / / / / / / / /

Connect ing s id es of t he Riv er Connecting both side of the river With green area Green pedestrian pathway Green Bicycle connection / / / / / / /

Ped es t rian Net w ork Pedestrian walkways connecting existing hot point Reconnecting 2 sides of the river Bringing the art outside in the plazas

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/ / / /

Hot Points Activating the network by adding n ods: Restaurant Art Galleries Temporary exhibition / / / / / /

Red irect ing Highw ay Pushing highway outside of the pedestrian area / / / / / /

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CITY O F D R U G TO CITY O F F L O W E R S Th e p r o je c t e mphas iz es o n the delic ate n e w f a c e o f Medelline as the c ity o f f lo w e r s . Wi t h t h e d e a t h o f Pablo Es c o bar and f ra gme n t a t i o n o f the Medellin D rug Cart e l , a r a r e o p po rtunity pres ented its elf t o r e ma k e t h e im age o f Medellin. I n this p r o j e c t â&#x20AC;&#x153; F l o w e râ&#x20AC;? has been pro po s ed as a r e p l a c e m e n t f o r drug. Flo wer indus try in C o l u mb i a i s the 2nd larges t in the w o r l d . F l o w e r f es tival have had a m aj or i mp a c t o n t he c ity o f Medellinâ&#x20AC;&#x2122;s c ult u r e a n d p l a y ed a key ro le in c hanging t h e f a c e o f t h e c ity. A f lo wer landm ark c o u l d b r i n g l i fe to the area bes ides its ec o n o mi c a l i mpac t.

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P A R K O F C O L O R

D E SIGN C ONCE PT A t h i g her lever o f the pro jec t a networ k o f l a n ds c ape will tie the s mall nodes t o ge t her. I t will pro vide walki ng paths a r o u n d the buildings . I n o th er wor ds p u b l i c c an experienc e the buil di ngs and w a l k thro ugh them . T his pathway br i dge s o ver the river and exis ti ng r oads, c o n n ec ting 2 s ides o f the river. To p r ovide light f o r s pac es under neath t h e pathway,it o pens its elf dependi ng o n t h e ac tivity belo w.

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P A R K O F C O L O R

SITE AN ALY S I S

Auditorium Flower Exhibition Flower Workshop Lab Factory Parking Cafe

Urban Pathway Upper Level Public Circulation Middle Level Private Circulation Lower Level

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P A R K O F C O L O R

G ROUN D LE VE L PRODUCTION UNIT

TRAIN ST A T I O N

Th e p r o j e c t i n tro duc es a new indus try t o M e d e l l i n : Pr o c es s ing and pro duc ing b y-p r o d u c t o f flo wer s uc h as f lo wer es s en c e . T h e s e p ro duc ts are extrem ely exp en s i v e . E c o n o m ic ally it c an replac e the c oc a i n e a s i t c o uld c o m pete with that in t erms o f p r o f i t . O n t h e gr o u n d level there wo uld be a s m al l s c a l e p r o duc tio n f ac ility whic h w ou l d w o r k m o re as a dem o f o r this new in d u s t r y. A n i n tro duc tio n labo rato ry has b ee n l o c a t e d o n the s am e level f o r vis it or s t o b e c o me m o re f am iliar with this p ro c e s s .

LAB

FACTORY WATER FEATURE

RESTAURANT

CHILDREN PLAYGROUND MAMM

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P A R K O F C O L O R

MIDDLE L E V E L PLAZA I ENTRANCE F ro m t h e p a t hway, it ram ps do wn to t h e p l a z a l e v el. O n this level vis ito rs en t e r t h e p u b l ic areas o f the buildings lik e w o r k s h o p s , exhibitio ns , audito rium , s h o p s . R e s t a u rants and f lo wers s ho p h a v e b e e n p r o po s ed f o r the areas in bet w e e n p l a z a a nd pathway to bring lif e to p la z a a n d i n v i t e the public o n the pathw a y a b o v e t o t he buildings .

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P A R K O F C O L O R

A ERIA L V I E W

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P A R K O F C O L O R

E LE VATIO N

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P A R K O F C O L O R

WATER F E AT U R E

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P A R K O F C O L O R

P LA ZA

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Columbia University G S A P P I S A U MME R 2 0 0 9

SOSWAEWON

Advanced Architectural Design IV Mark Rakatanski Beinalle I South Korea Life and living

Re s t a n d l i f e i n S o s w a e w o n G a r d e n

KOREA I SEOUL BEINNALLE re c r e a t i n g t h e o rganic experienc e

C o l u mb i a Un i v ers ity has been invited to p a r t i c i p a t e i n Ko rean Beinnalle. T he exh ib i t i o n i s d e aling with the idea o f res t a n d l i v i n g i n Korean So s waewo n garden. S o s w a e w o n i s an o rc hes trated s equenc e of p o s t u r e s t hat allo ws o ne to relate h u ma n u n d e r standing to this o rganic ex p e r i e n c e f u ndam ental to the ideas o f liv i n g + r e s t i n Ko rean gardens . A n o rg a n i c e x p e r i e n c e is an es c ape f ro m the c o mp l e x s o c i a l s etting to quiet nature w h e r e o n e c a n enjo y thro ugh vario us h u ma n a c t i v i t i es .

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B I E N A L L E H

O RGA NIC E XPE R I E NCE

O ne c a n b e gi n to unders tand ho w So s w a e w o n f r a mes nature thro ugh 48 va r i o u s h u m a n ac tivities like anc ient w o o d b l o c k a n d po em revered by vis it o r s t o d a y a s t he gardenâ&#x20AC;&#x2122;s prerequis ite t o u r gu i d e . T h e s e ac tivities pro vide the b a s i s o f o p e r atio n f o r o ur gro upa pro jec t . T h e p a t t erns and variatio ns o f o ur s t r u c t u r e s u gges t ho w o ne c an rec reate t h e o r ga n i c e xperienc e c entral in Ko re a n ga r d e n s thro ugh repo s itio ning the b o d y t o a r e l a te hum an ac tivities to the d e s i gn a t e d n a tural s ettings .

Columbia University G S A P P I S U MME R 2 0 0 9

COLUMBIA HOUSING Advanced Architectural Design IV

Marck -Rakatansky New York L Manhattan Intelligent Architecture

C O L U M B I A H O U S I N G

SITE P LA N

Columbia University

Columbia University Cen ter al Par k

Broadway

Amsterdam Ave.

Site

112 st

Catherdral Church

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C O L U M B I A H O U S I N G

DESIGN CONCEPT

naked proj

TW IST E D A R C H I T ECT URE Th e s i t e i s l o c ated in the ric h neighbo rh o o d o f mo r n ings ide heights , 2 blo c ks a w a y f r o m t h e bigges t c athedral c hurc h in t h e w o r l d . T he c hurc h is lo c ated righ t o n t h e a x is o f the 112 s treet and g iv e a s p e c i a l c harac ter to this s treet. Th e s i t e i s p r ojec ted by 4 m eters f ro m it s n e i gh b o r a n d is the f irs t o ne in its ro w. T h i s w o u ld m ake the des ign o f the c o r n e r v e r y i m po rtant bo th f ro m : I ns i d e t o o u t side; ho w the res idents w i l l c o m m u n i c ate with the c hurc h O ut s i d e t o i n s ide, ho w this naked f ac e w i l l b e s e e n fro m the pedes trian perspective. A s a r e s u l t t he building tries to turn it s e l f t o w a r d the c hurc h rather than lo o k i n g s t r a i ght into o ther buildings .

112 Street

Amsterdam

EXPOSED FACE OF THE BUILDING REACHING OUT FOR THE CATHEDRAL CHURCH ACROSS THE STREET

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C O L U M B I A H O U S I N G

R O TAT E D B O X E S

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C O L U M B I A H O U S I N G

C O M M U N I C AT I O N I n t h e c o n c e p t o f A partm ent s haring, we g a t h e r r e s i d e n ts to gether in a building a n d t h e n d i v i de them into their units ; a c o mp l e t e s e p a ratio n. Th e d e s i gn o f the interio r s tarted with t h e q u e s t i o n o f interac tio n between s t u d e n t s . Ar e there m o m ents that c an b e s h a r e d i n our habitants ? We like to g o t o s t a r b o x no t to o nly drink but als o s t u d y a n d c o mm unic ating with o thers . C o u l d n â&#x20AC;&#x2122; t t h i s s tar bo x c o m e into o ur a p a r t m e n t s ? T he pro jec t is s eeking f o r t h e b o u n d a r i e s between s hared and priva t e m o m e n t s o f a s tudent lif e in o ther t o p r o v i d e a n indo o r m eeting enviro nment.

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C O L U M B I A H O U S I N G

R O TAT E D B O X E S TW IST E D A R C H I T ECT URE Th e p r o j e c t co ns is ts o f f ive ro tated b a mb o o b o x e s . T he arrangem ent o f t h e s e b o x e s c r eates a dynam ic s urf ac e f ro m o u t s i d e and breaks that naked p ro j e c t e d f a c e o f the building. Th e s e e n c l o s e d balc o nies wo rk like an E YE f o r t h e b u i lding; trying to reac h o ut t owa r d t h e c h urc h. T he us e o f bam bo o h a s h u m a n s c ale and enviro nm entally a p p r o a c h . It wo uld be c o ns is tent with t h e o l d l o o k o f the s treet.

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N e w Y o r k I

M a n h a t t a n

Street View

Columbia University - Advanced Studio IV - Rakatansky - Summer 2009

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Columbia University G S A P P I 2 0 0 9 -2 0 1 0

MESHING MAHSA ADIB Meshing I Grasshopper David Fano Intelligent Skin Parametric Design

P A R A M E T R I C D E S I G N

INTELLIGENT SKIN

Th e p r o p o s a l d eals with the interac t io n o f a s u r f a c e and its c o m po nents t o a n a t t r a c t o r. T he s kin c o ns is ts o f in d e p e n d e n t h o ney c o m bs . Th e p a r a m e t e r s f o r eac h ho ney c o m b c el l s r e s p o n d to the param etric c h a n ge s o f t h e attrac to r. Co m po nents s iz e , d e p t h a n d their angle varies as t h e a t t r a c t o r m o ves . Th e a t t r a c t o r has been def ined with t h e p o s i t i o n o f a vis ito r. A s the vis it or a p p r o a c h e s , the s kin o pens up to p ro v i d e v i e w, light and ventilatio n. O n t h e c o n t r a r y the s kin c lo s es its elf a n d b e c o me d e ns er to reduc e the energy e x c h a n ge with the o uts ide when t h e v i s i t o r i s a way.

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Columbia University G S A P P I S U MME R 2 0 0 9

FACADE DESIGN RETHINKING BIM

David Fano Panel design Spring 2010

S O L A R P A N E L S

PA N E L S Y S T E M Th e s k i n o f t h e grid-s hell c o m pris es s maller d i a mo n d -s haped glas s panels , varyi ng in s i z e . T h e s e panels enable the c omp le x ge o m e t r y o f the f aรง ade to be a med iu m f o r s e q u enc ed lighting and m o v i ng ima ge r y. Va r i a tio ns o f the paneled sur f a c e a r e d e r i ved thro ugh adjus ting the a n gl e o f t h e s ec o ndary exterio r panel.

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S O L A R P A N E L S

PA N E L A N A LY S I S 322' - 10 9/32"

Va r i a t i o n s o f the paneled s urf ac e are d e r i v e d t h r o u gh adjus ting the angle of t h e s e c o n dary exterio r panel. T his is ma d e t h r o ugh adjus ting the height of t w o s i d e s of the panel. T he c hange in a n gl e i s s u tle but c an be detec ted t h r o u gh o u t t h e length o f the s urf ac e. Th i s p a n e l v a riatio n c an be utiliz ed to opt i mi z e f o r s olar s hading ac c o rding to s e a s o n c h a n ge s . T he us age o f Revit and p a r a me t r i c m o deling allo ws f o r a rapid c h a n ge o f a n gl e ac c o rding to dif f erent n e e d s a n d p r o gram s

Level 1 0' - 0"

254' - 3 11/16"

Level 2 115' - 0"

21/32"

39' - 2 5/32"

Level 3 220' - 0"

193' -5

Th e c u s t o m i s e d lighting c o ntro l s ys tem en a b l e s l i gh t i n g and m edia s equenc es t o b e t r i gge r e d by as tro no m ic al c lo c k o r d a y l i gh t s e n s o rs . T he radianc e analys is m ad e i t p o s s i ble to determ ine o ptim um g la s s p a n e l p o s itio ning and ro tatio n ang le s .

Level 3 220' - 0"

Level 2 115' - 0"

Level 1 0' - 0"

38 '-

Level 4 -124' - 0"

11 /3

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