Work Sample 2023 by zhangxueying

VICISSITUDE XUEYING ZHANG

"Knowing the nature of change is how we reach eternity."

As I see it, the motionless architecture can be energetic, dynamic, and continuously changing in time and space. In fact, change is the essence of everything.The change in light from day to night, the way people occupy and move through the space, weather conditions, and the surrounding environment fill architecture with life. These notions of change allow me to design with more logic and reason. The theme

of my portfolio is about various aspects of change, such as the rise and recede in tide, the passage of time or the vicissitude of technology. Controversial as it sounds, the nature of variation is actually how an architecture becomes permanent. When architects fully understand the influence of change their designs possess, they tend to be more immortal.

Contents

Ⅰ. Post-school

Work Samples

Ⅱ. Down to Sublime

City Purifier

Ⅲ. Psycho Community

PD Rehabilitation Centre

Ⅳ. City Activator

Youth Center

Suspension

Multi-Fuction Highrise 3

WORK SAMPLES

LOBBY CONCEPT

Health & Active Living Plaza Construction Documentation | 2021-2022

Hz Esc130

EXTERIOR

Contracto r m ust check and verify all dim ensions on the job, and report any discrepanci es to the Architect before pro ceeding w ith the w ork. D o n o t s c al e t hi s dr aw i n g.

R EV I S I O N S A N D I S S U E S

NUMBER

DATE

REMOVABLE 3mm PTD STEEL PLATE PANEL COMES WITH PTD C/S SCREWS, FASTEN TO STEEL ANGLE / STEEL PLATE. BY MISC. METAL

PERIMETER HEAT TRENCH BY MECH 209

PREFINISHED ALUM. CLOSURE BY DIV.08 COLOUR TO MATCH MULLION

STEEL COLUMN BY STRUCTURAL

CONT. LINEAR BAR GRILLE

19 27

203

291

200

DESCRIPTION

3mm PTD STEEL PLATE FASTEN TO EXTERIOR MULLION

PIPES BY MECH

4 x 32x32x3mm PTD STEEL ANGLE WELDED TO COLUMN BY MISC. METAL CONT. SEALANT ON BACKER ROD MAIN LOBBY

GYMNASIUM

100

SC-100A

PLAN DETAIL - L1 GYM SOUTH WEST GLAZING 1/ A113

1:5

Interior Concept Diagram

EXIT STAIR A

ST-A2

Esc130

EXTERIOR

C o n t r a ct o r m u s t c h ec k a discrepanci es to the Arc

D o n o t s c al e t hi s dr aw i n

B L A CK W E L L

PM3-X1

S T RU C T U R AL E N G I N E E RS

1 3 4 P E T E R S T R E E T , SU I T E 1 3 0 1 T O R O N T O , O N T A R I O M 5 V 2H 2 T : 4 16 5 93 5 90 0 F: 4 1 6 5 9 3 4 8 0 4

L2 CIRCULATION 201

R EV I S I O N S A N D I S S U E S

NUMBER

M ECHAN ICAL EN GINE ERS PIPES BY MECH

F-MWP2B

4 2 11 Y O N G E S T R E E T , S U I T E 5 0 0 TORONTPERIMETER O, ONTARIO,HEAT M2P TRENCH 2A9 BY MECH T : 4 16 4 87 8 15 1 F : 41 6 48 7 91 0 4

PM3

STRETCH FITNESS 203

FG2

REMOVABLE 3mm PTD STEEL PLATE PANEL COMES WITH PTD C/S SCREWS, FASTEN TO STEEL ANGLE / STEEL PLATE. BY MISC. METAL

209

PREFINISHED ALUM. CLOSURE BY DIV.08

PM3-X1

SMICOLOUR TH ANDTOAMATCH NDERMULLION S ON

STEEL COLUMN BY STRUCTURAL

E L E C T RI C AL E N G I N E E R S

4 2 11 Y O N G E S T R E E T , S U I T E 5 0 0 TO R O N TO , O N TA R IO , M 2 P 2 A 9 T : 4 16 4 87 8 15 1 F: 4 1 6 4 8 7 9 1 0 4

E M C GR O U P L I M I T E D

291

200

210

7 5 77 K E E L E ST R E E T , S U I T E 20 0 V A U G H A N , O N TA R IO , L4 K 4 X 3 T : 9 05 7 38 3 93 9

L A N DS C A P E P L A N N I N G L I M I T E D

TL10

GWB REVEAL TRIM

CI V I L EN GI N EER S

203

D210

TL10

TILE EDGE TRIM

CONT. LINEAR BAR GRILLE

F-MWP2B J-TRIM

19 27

F-MWP2B J-TRIM

FG2

3mm PTD STEEL PLATE FASTEN TO EXTERIOR MULLION

S M I T H A N D A N DE R S O N

STAIR C

L A N D SC A PE A RC H I T E C T S

FG3

9 5 M U RA L S T R E E T , S U I T E 2 0 7 R I C H M O N D H I L L , O N T AR I O , L 4B 3 G 2 T : 9 05 6 69 6 83 8

F-MWP2B J-TRIM

TILE EDGE TRIM DF

TL10

F-MWP2B

1:5

PM3

RUNNING TRACK

200

210

GYMNASIUM AND TRACK

NTRANCE

4 x 32x32x3mm PTD STEEL ANGLE WELDED TO COLUMN BY MISC. METAL CONT. SEALANT ON BACKER ROD MAIN LOBBY

ALL MOUNT SCREEN

A114

TL10

PLAN DETAIL - L2 MWP2B TO GWB WALL RETURN

1/ A114

1:5

1/ A114

PLAN DETAIL - L1 GYM SOUTH WEST GLAZING

1:5

1/ A113

1:5

EXIT STAIR A

ST-A2

Esc130

EXTERIOR

100

Gym Section Perspective

SC-100A

PLAN DETAIL - L2 MWP2B TO TILE WALL RETURN

GYMNASIUM

Contracto r m ust check and verify all dim ensions on the job, and report any discrepanci es to the Architect before pro ceeding w ith the w ork.

THE TOWN OF EAST G W IL L IM B U R Y D o n o t s c al e t hi s dr aw i n g.

PM3-X1

C O M M U N I T Y P A R K S RE C R E AT I O N & C U L T U R E ER SY CRIPTION THE TONWUNMBOEFR EAST GW IL LIM BDU 1 9 00 0 L E S L I E S T R E E T S H A RO N , O N T A R I O , L 0 G 1 V 0 T : 9 05 4 78 4 28 2

5z CARDIO FITNESS

PERIMETER HEAT TRENCH BY MECH STRETCH FITNESS PREFINISHED203 ALUM. CLOSURE DIV.08 OPENBY TO BELOW COLOUR TO MATCH MULLION

TL14

200

ALIGN

D217A

OPEN WORK

COAT STORAGE

217

WALL MOUNT SCREEN

218

PG2A

1:5

MAIN LOBBY STEEL HSS 2 FRAMING BY STRUCTURAL

1/ A114 1:5

TL10 TL10

CONT. SEALANT ON BACKER ROD

PM3

GYMNASIUM 100

RUNNING TRACK

F-WDS1

200

SC-100A

210

PG2A

PLANDETAIL DETAIL L1PICKET GYM SOUTH WEST GLAZING PLAN - -L2 MWP2B TO GWB RETURN PLAN DETAIL - L2 GYM GUARD TOWALL TILE WALL 11

51:5 9

1/ A114 A113 1/ A114 1/

3 8

11 :: 551 : 5

K E YP L A N N OR T H A R R O W

PLAYSPACE

ST-A2

PLAYSPACE

9 5 M U RA L S T R E E T , S U R I C H M O N D H IL L, O N T A T : 9 05 6 69 6 83 8

TILE EDGE TRIM

19x140mm WDS-SPF

EXIT STAIR A

PLAN DETAIL - L2 MWP2B TO TILE WALL RETURN 1/ A114

COAT STORAGE

S T RU C T U R AL E N G I N E E RS

F-WDS1

218

5z TL12

ALIGN FACE OF WOOD TO EXTERIOR FACE OF TILE STRETCH FITNESS 203

SLOPE WALL PG2A

244

THE TOWN G W IL L IM B U R

B L A CK W E L L

ERIOR CONCEPTS - SECTIONAL PERSPECTIVES STAIR C

STEEL HSS FRAMING BY STRUCTURAL

19x140mm WDS-SPF

1:5

Plan Details

19x89mm WDS-SPF PM3-X1

7 5 77 K E E L E ST R E E T , V A U G H A N , O N TA R IO , L T : 9 05 7 38 3 93 9

L A N D SC A PE A RC H I T E C T S

FG3

19x89mm WDS-SPF

CI V I L EN GI N EER S

L A N DS C A P E P L A N

TL10

E M C GR O U P L I M I

FITNESS STORAGE 207

1/ A114

4 2 11 Y O N G E S T R E E T , TO R O N TO , O N TA R IO , M T : 4 16 4 87 8 15 1

D210

ALIGN

GWB REVEAL TRIM

DETAIL - L2 OPEN WORKWALL ENTRANCE PLAN DETAIL -PLAN L2 GLASS GUARD AT WOOD

F-MWP2B J-TRIM

TL10

F-MWP2B

PG2A

WOOD WALL

/ A114

STEEL HSS FRAMING BY STRUCTURAL

217

AQUATIC HALL

201

347

F-WDS1

SLOPE WALL

E L E C T RI C AL E N G I N E E R S

4 x 32x32x3mm PTD TILE EDGEWELDED TRIM STEEL ANGLE TO COLUMN BLOCKING AS REQUIRED BY MISC. METAL

OPEN WORK

4 2 11 Y O N G E S T R E E T , TO R O N TO , O N TA R IO , M T : 4 16 4 87 8 15 1

PM3

S M I T H A N D A N DE

L2 CIRCULATION

ALIGN FACE OF WOOD AND SUBSTRATE

TL12

F-MWP2B J-TRIM

BLOCKING AS REQUIRED

S M I T H A N D A N DE M E C H A N I C AL E N G I N E E RS

F-MWP2B

TILE EDGE TRIM

SC-217A

1100

201

F-MWP2B J-TRIM

19x140mm WDS-SPF ALIGN

L2 CIRCULATION

STEEL COLUMNPM3-X1 BY STRUCTURAL

291

ALIGN FACE OF WOOD 6mm SEALANT AND SUBSTRATE 19x89mm WDS-SPF

TL12

CONT. LINEAR BAR GRILLE

D218

209

FG2 EQ

PG2A

REMOVABLE 3mm PTD STEEL PLATE PANEL COMES WITH PTD C/S SCREWS, FASTEN TO STEEL ANGLE / STEEL PLATE. STEELBY PICKET MISC. GUARD METAL

FG2

19 27

TILE EDGE TRIM BLOCKING AS REQUIRED

3mm PTD STEEL PLATE FASTEN TO EXTERIOR MULLION

PIPES BY MECH

STAIR C

DATE

210

204

12mm STEEL PLATE GUARD

201

203

SC-204

TL12 L2 CIRCULATION

B L A CK W E L L S T RU C T U R AL E N G I N E E RS

134 PETE R STREE T, S TO R O N TO , O N TA R IO M T : 4 16 5 93 5 90 0

R EV I S I O N S A N D I S S U E S

ALUM. GLAZING BASE SHOE BELOW

SLOPE WALL

19x140mm WDS-SPF ALUM. GLAZING BASE SHOE BELOW L2 CIRCULATION 201

SC-204 F-MWP2B

PG2A

PM3

19x89mm WDS-SPF CARDIO FITNESS 204 ALIGN FACE OF WOOD AND SUBTRATE

1 3 4 P E T E R S T R E E T , SU I T E 1 3 0 1 T O R O N T O , O N T A R I O M 5 V 2H 2 T : 4 16 5 93 5 90 0 F: 4 1 6 5 9 3 4 8 0 4

C O M M U N I T Y P A R K S RE C R THE TOW N OF EAST GW 1 9 00 0 L E S L I E S T R E E T S H A RO N , O N T A R I O , L 0 G T : 9 05 4 78 4 28 2

S M I T H A N D A N DE R S O N M E C H A N I C AL E N G I N E E RS

4 2 11 Y O N G E S T R E E T , S U I T E 5 0 0 TO R O N TO , O N TA R IO , M 2 P 2 A 9 T : 4 16 4 87 8 15 1 F : 41 6 48 7 91 0 4

STEEL PICKET GUARD

WHERE REQ'ED

38mm DIA. SST TUBE RAIL

E A

40 10 REVEAL

CORE DRILL CONC. SLAB AS REQ'D.

38mm DIA. SST TUBE POST

4 T L

1 / A380

150

38mm DIA. (11ga) SST POST SLEEVE CAST INTO NEW CONC.

STROLLER PARKING PLAN 1/ A112

250

STEEL ROD TO SUPPORT DIVIDER CURTAIN, BY STRUCTURAL

EQ.

1 : 20

R-01

4200

R-01

EQ.

BL AC 300

S T RU C T U

38mm DIA. SST TUBE RAIL

STROLLER PARKING SECTION 1/ A112

1:5

134 P TORON T : 4 16

38mm DIA. SST TUBE POST

+11500 NORTH PARAPET

STROLLER PARKING ELEVATION 610

2/ A502

305

SMI T

1 : 20

M ECH A N I

DR 4 2 11 TORON T : 4 16

F-AWP1 300 MAX

ALIGNSMI T

E L E C T RI C

2 CENTER LINE OF DIVIDER CURTAIN

SPRINKLER HEAD. BY MECHANICAL

MWP1

882

R-01

SPRINKLER HEAD. BY MECHANICAL

SAFETY STRAP

997

BEYOND

4 2 11 TORON T : 4 16

MWP1

38mm DIA. SST TUBE

CABLE L REEL

BEYOND

F-AWP1

L A N D SC A

95 M U RI CHM T : 9 05

32mm DIA. SST TUBE SLEEVED INTO POST W/ EPOXY

150

10 REVEAL

RESILIENT ATHLETIC FLOOR WHERE REQ'ED CORE DRILL CONC. SLAB AS REQ'D.

GYM TRUSS COVER

300

150 300

L A ND

38mm DIA. (11ga) SST POST

300 A.F.F.

SPRINKLER HEAD. BY MECHANICAL

CI V I L EN

7 5 77 VAUGH T : 9 05

WELD GROUND SMOOTH

FG3

EMC

3 C

DIVIDER CURTAIN

300 MAX

38mm DIA. (11ga) SST POST SLEEVE CAST INTO NEW CONC.

250

ENGINEERED STEEL STUD BRACING AS REQUIRED

150

151°

DUCT. BY MECHANICAL

151°

F-AWP1

DIVIDER CURTAIN CEILING MOUNT DETAIL

STROLLER PARKING SECTION

F-AWP1

1/ A112

F-AWP1

4 MWP2

MWP2

BEYOND

SPRINKLER PIPE BEYOND

ENGINEERED STEEL STUD BRACING AS REQUIRED

21 1

MIN 200

SUPPLY AIR OPENING

FG2

200

MISC STEEL12x25x150 FLAT BAR SECURED TO HSS W/ S.S. HEX SOCKET THROUGH BOLTS -W/ CONT. 16x19 BAR SUPPORT RAIL

F-MWP2B

BLOCKING AS REQUIRED

R 15

750 A.F.F.

300

145. 00°

° .00

SUPPLY AIR OPENING

8283 F-AWP1

VARIES AT EACH TRUSS COVER

MISC STEEL 25x52x5mm HSS SECURED TO 12x32x200mm MISC STEEL POST HEX SOCKET THROUGH BOLTS @ 1500MM O.C. MAX.

LIGHT FIXTURE BY ELECTRICAL

Gym Truss Detail

GYM SECTION DETAIL - TRUSS COVER 1/ A163

1 : 10

° .00 70

C-WDV1 VARIES

A172

STEEL CHANNEL C100x9x750 LG AT POST LOCATIONS CENTERED ON DECK RIB. BY STRUCTURE. FASTEN CHANNEL NOMINALLY TO U/S DECK AS REQUIRED IN CONSTRUCION.

Nza

L2 CIRCULATION 201

STRETCH BAR SECTION 1/ A114

Stretch Bar Section Detail

WELD GROUND SMOOTH

200

38mm DIA. (11ga) SST POST RUNNING TRACK

300 A.F.F.

FL1

CLIP ANGLE

10 REVEAL

2 / A472 LEVEL 2

LEVEL 2

EQ.

38mm DIA. SST TUBE RAIL

38mm DIA. SST TUBE POST

150

38mm DIA. (11ga) SST POST SLEEVE CAST INTO NEW CONC.

1:5

38mm DIA. SST TUBE POST

CONT. STEEL ANGLE SUPPORT +3000 CLIP ANGLE BY STRUCTURAL LEVEL 1 CEILING

120 MIN. AIR SPACE

2/ A502

S M I T H A N D A N DE R S O N

PAINT ALL TRENCH CONC SURFACES BLACK

4 2 11 Y O N G E S T R E E T , S U I T E 5 0 0 TO R O N TO , O N TA R IO , M 2 P 2 A 9 T: 416 487 C-TL 8 15 1 F : 41 6

600

152

220

S M I T H A N D A N DE R S O N E L E C T RI C AL E N G I N E E R S

4 2 11 Y O N G E S T R E E T , S U I T E 5 0 0 TO R O N TO , O N TA R IO , M 2 P 2 A 9 T : 4 16 4 87 8 15 1 F: 4 1 6

INS 10(40) MIN.600mm AT ALL BUILDING PERIMETER

E M C GR O U P L I M I T E D

CI V I L EN GI N EER S

7 5 77 K E E L E ST R E E T , S U I T E 20 0 V A U G H A N , O N TA R IO , L4 K 4 X 3 T : 9 05 7 38 3 93 9

SC-100E

1/ A472

1 : 10

2022-08-03 12:38:09 AM

STOP MOUNTING

C-FCP

GYMNASIUM

SL1B

1/ A101

1 : 20

MAIN LOBBY

GYMNASIUM

100

WF1b

L A N DS C A P E P L A N N I N G L LAN DSCAPE ARCHMAIN IT ECTLOBBY S 2

100

3048

9 5 M U RA L S T R E E T , S U I T E 2 0 7 RI CHMOND HIL L, ONT ARI O, L4BSC T : 9 05 6 69 6 83 8

AFF +3000 LEVEL 1 CEILING

GYM PADDING

CONT. STEEL ANGLE SUPPORT ELECTRICAL ROOM BYMAIN STRUCTURAL 107

SECTION DETAIL - RECESSED TRENCH HEATER AT GL5t

160

1/ A101

+0 LEVEL 1

WALLBACKSTOP SECTION - GYM SECTIONINT. DETAIL MOUNTING 4 1/ A101 1 : 20 4

SL1B

1:5

Recessed Trench Heater Section Detail

Gym Picket Guard Detail SL1B

+0 LEVEL 1

INT. WALL SECTION - GYM

STEEL HSS FRAMING BY STRUCTURAL

ALIGN U/S OF FLAT BAR FRAME WITH U/S OF SOFFIT.

3000

2022-07-25 8:28:35 AM

BIM 360://HALP East Gwillimbury/1901-HALP-Arch-CM-R21.rvt

100

GYMNASIUM

BIM 360://HALP East Gwillimbury/1901-HALP-Arch-CM-R21.rvt

PM13-X1

3000

Sim

179

NOTE:PAINT ALL EXPOSED BACKSTOP SUPPORT STEEL WITH HIGH PERFORMANACE LATEX PAINT

SCRIBE GYPSUM FINISH AROUND STRUCTURAL PENETRATIONS, TYP.

M E C H A N I C AL E N G I N E E RS

A172

BACKSTOP

PICKET GUARD BEYOND

19 0

D R A WI N G

SUPPLY AND RETURN PIPES; (REFER TO MECH)

3000

1 WB1b

P R O J EC T

1 3 4 P E T E R S T R E E T , SU I T E 1 3 0 1 T O R O N T O , O N T A R I O M 5 V 2H 2 F: 4 1 6

1 T : 4 16 5 93 5 90 0

1 : 20

C-FCP

As D A TE

B L A CK W E L L

+3000 LEVEL 1 CEILING

3000

FG3

S CAL E

S T RU C T U R AL E N G I N E E RS

CONT. SHEET METAL BAFFLE PAINTED BLACK (REFER TO MECH)

ALL PIPE SUPPORTS IN TRENCH BY STROLLER PARKING MECH. TYP. ELEVATION

260 CONC. TRENCH WIDTH

C-FCP

MOUNTING SUPPORT OF BACKSTOP ASSEMBLY

700

SL1B

RADIANT HEATER (REFER TO MECH.

100

1/ A112

A472

A172

TL01 CL

+0 LEVEL 1

300 CONC.TRENCH DEPTH

STROLLER PARKING SECTION

EQ.

0°

30003

3000

250

STATIONARY BACKSTOP ASSEMBLY

STEEL HSS FRAMING BY STRUCTURAL

C-FCP

+3000 LEVEL 1 CEILING

PM13-X1

C-GWB

E QU FG2

FG3

BASKETBALL BACKSTOP

± 1182 GC TO COORDINATE

TL01

EQ.

1 : 20

CONT. LINEAR BAR FLOOR GRILLE W/ 25mm F-WDS1 FLANGE FLUSH W/ SLAB (REFER TO MECH)

250 30

EQ.

FG3

48 JI M TOW N L0G 1R

1/ A112

CONT. SEALANT

EA S T A C TI

DR AW ING

POD - HEALTH SERVICES

STROLLER PARKING PLAN 14

4200

38mm DIA. SST TUBE RAIL

CL CLIP ANGLE

FL1

A472

DETAILS SIMILAR TO 5/A323

P RO JEC T

A172

266

SIM

SC-100A

STEEL WIDE FLANGE HANGER SEE STRUCTURE.

FG3

+5000 LEVEL 2

300

PG2A

1100

FG3

11 ADD-02

1 / A380

STEEL DIAGONAL BRACING AS REQUIRED, SEE STRUCTURE.

SC-204

Esc125

STEEL DIAGONAL BRACING AS REQUIRED, SEE STRUCTURE.

EQ.

2 / A380

CORE DRILL CONC. SLAB AS REQ'D.

FL1

EQ.

+5000 LEVEL 2

RESILIENT ATHLETIC FLOOR WHERE REQ'ED

NOTE: FOR PICKET GUARD DETAIL+5000 NOTES REFER TO+5000

STEEL BEAM BY STRUCTURAL

32mm DIA. SST TUBE SLEEVED

INTOGUARD POST W/ EPOXY STEEL PICKET

200

+/- 315

4200

STEEL PICKET

CL CLIP ANGLE

1:5

RUNNING TRACK

CONTINUOUS ZINC END ANGLE CAP

N OR T H A

4 A472

38mm DIA. SST TUBE

FL1

9F-WDS1 Issued for TFG2 ender ADD-021 Addendum 2 K E YP L A N 1

Sim RESILIENT ATHLETIC FLOOR 3 (RAF1A)

A172

1100 AFF. BALUSTRADE

D o n o t s c al e t hi s dr aw i n g.

200x200x10mmVARIES CAST IN PLATE C/W (2) - 12mm THREADED RODS R EV I S I O N S A N D I S S U E S WELDED TO THE U/S OF THE PLATE AND TIGHTENED TO NUMBER DESCRIPTION CHANNEL BELOW DECK. BY STRUCTURE

64x25mm FLAT BAR FRAME

4zb

C o n t r a ct o r m u s t c h ec k a n d v er i f y a l l d i s c r e p a n ci es to t h e A r c h i t e ct b e f o r e

12x32x200mm MISC STEEL POST WELDED TO 200x200x10mm STEEL PLATE. C-WDV1

Nza

64x8mm FLAT PICKETS @ 100 O.C.TYP.

CUSTOM PROFILE SOLID OAK STRETCH BAR RAIL -CLEAR LACQUER FINISH -FASTEN FROM BELOW THROUGH 16x19 STL BAR

25 MIN

BLOCKING AS REQUIRED

C OMMUN THE TOW 1 9 00 0 L S H A RO N , T : 9 05

15 0

ENGINEERED STEEL STUD BRACING AS REQUIRED

THE G W IL

PTD BLOCKING TO MATCH TRUSS COVER FINISH AS REQ'ED

1:5

SIDE

Stroller Parking Detail

BEYOND

1 : 10

300

1/ A163

4/ A353

1 : 10

+0 LEVEL 1

INT. WALL SECTION - LOBBY WEST/GYMNASIUM 1/ A101

1 : 20

INT. WAL

THE TOWN OF E

STEEL ANGLE CLIPS 3D VIEW - STAIR C WELDED TO U/S OF BEAM, BY STRUCTURAL

1356

PG-03

PM3

TILE FINISH (TL14)

VARIES

7/ A603

C-ACT1-H

3000

+0 CUSTOM ROUTERED LEVELNOSING 1 AND INDICATOR STRIPS

HANDRAIL EXTENSION

12ø PTD BENT STEEL BAR WELDED TO A PLATE BOLTED TO STUD AND WOOD BLOCKING AS REQ'ED TILE FINISH (TL14)

L1 ADMIN CORRIDOR

CONCRETE ON 38mm METAL DECK LANDING

L2 CIRCULATION

100

AIR ST

300

C-ACT2-H

3000

CROSS SECTION 1 - STAIR C 400

5C-IMP

400

VARIES

C-IMP

SPRINKLER LINE

3000

STAIR C @ MIDDLE LANDING 1/ A603

A603

5z STEEL ANGLE CLIPS WELDED TO U/S OF

STEEL ANGLE L51X51X6.4 WELDED TO REAR OF GUARDRAIL PLATE STEEL ANGLE L51X51X6.4 W/ OVERSIZED BOLT HOLES WELDED TO U/S OF BEAM

VARIES

CROSS SECTION 2 - STAIR C 1/ A603

1 : 50

STEEL PLATE 10X76 PRE-WELDED TO REAR OF GUARD PLATE

PG-0

+0 LEVEL 1

STAIR C @ TOP LANDING

CROSS SECTION DETAIL - STAIR C - TILE WALL SIDE

1 : 10

7/ A603

SPRINKLER LINE RUN BETWEEN THE STAIR STRINGER

TILE FINISH (TL14) C-IMP

1/ A603

3D VIEW - STAIR C

C-IMP

VARIES

BEAM, BY STRUCTURAL L1 ADMIN CORRIDOR

SL1B

+0 LEVEL 1

1 : 10

HSS 406x305x19 50 STRINGER,TYP. -MISC. METAL

CHANGE CORRIDOR

SL2B

CONCEALED SPRINKLER HEAD, BY MECHANICAL, CENTER ON STAIR CEILING

1 : 10

3000 C-IMP

STAIR C @ LOW LANDING

+3000 LEVEL 1 CEILING

406x305x19 STRINGER,TYP. 1/ A603 HSS 1 : 50 -MISC. METAL

VARIES

1/ A603

m 00m

STEEL ANGLE L51X51X6.4 WELDED TO INSIDE OF HSS STRINGER FOR FIXING GUARD PLATE C-ACT1-H CONT. 6mm STEEL BENT PM3-X1 3000 PLATE, WELDED TO STRUCTURAL STAIR STRINGER

C-GWB

X MA

6mm x 50mm STIFFENER

GYPSUM BOARD EXTEND MIN 150mm ABOVE THE BOTTOM OF +3000 THE STEEL PLATE LEVEL 1 CEILING1

STAIR C

HSS 406x305x19 STRINGER,TYP. -MISC. METAL

TO STRUCTURAL DWGS

STEEL BEAM BY +5000 STRUCTURAL LEVEL 2

PM3 STEEL ANGLE L51X51X6.4 PRE-WELDED TO REAR OF GUARDRAIL PLATE W/ OVERSIZED BOLT HOLES

A172

SPRINKLER PIPE RUN BETWEEN THE STRINGER

FEMALE CHANGE - LOCKERS

CHANGE CORRIDOR

+0 LEVEL 1

1 : 50 SLAB THICKENING REFER

FL1 FL1

PG-03 Sim

FL1D051

+5000 LEVEL 2

CONT. 6mm BENT PLATE FORMS TREAD AND RISERS, W/ CONC. TREAD POUR

HSS 406x305x19 STRINGER,TYP. -MISC. METAL

SC-51

EDGE ANGLE, BY STRUCTURAL

PG2A

TACTILE WARNING SURFACE INDICATORS

TWS1

R GE RIN ST

1/ A603

300

+3000 LEVEL 1 CEILING

C-GWB

AIR ST

CAST IN PLATE BY STRUCTURE

TILE TRANSITION A603 TRIM - REFER TO SPEC (SCHLUTER SCHIENE) FL1 WELD TOP OF MISC. METALS BENT STEEL PLATE TO DECK EDGE ANGLE

A603 PM3-X1

35 TYP.

152

RISER

300 TYP.

R GE RIN ST

SS SECTION 2 - STAIR C

WELDED TO STEEL GUARD 1

CUSTOM ROUTERED NOSING AND INDICATOR STRIPS BY TILE DISTRIBUTER

R GE RIN ST

AIR ST

STEEL ANGLE PREWELDED TO STEEL PLATE GUARD, WELD TO CAST IN PLATE.

PTD BENT PM3 12ø A603 STEEL BAR PRE-

FL1 +5000 LEVEL 2

TILE TREADS AND RISERS (TL04)

A172

12mm STEEL PLATE GUARD BEYOND

FL1

Sim

TREAD

3000

6mm VERTICAL TABS AT 1200mm C/C W/ CONT. 6mm CLOSURE PLATE BELOW, BY STRUCTURE. VOID TO BE FILLED FOLLOWING GUARD INSTALLATION

38⌀ STAINLESS STEEL HANDRAIL

140

216

1300 FL1

+0 LEVEL 1 PG-03

1100

PTD STEEL FASCIA WELD TO STRINGER

C-IMP

12ø PTD BENT STEEL BAR PRE-WELDED TO STEEL GUARD

12mm STEEL PLATE GUARD BEYOND LUNCH ROOM

201

BENT PLATE DECK CLOSURE ANGLE AT LANDING PERIMETER

BY TILE DISTRIBUTER

TILE TRIM EDGE

PG2A

SL1B

TILE TREADS AND RISERS (TL04)

300

WELD CONTINUOUS MISC. METAL STAIR BENT PLATE TO THE DECK LANDING BENT ANGLE CLOSURE

SL2B

A603

CONT. 6mm STEEL BENT PLATE, WELDED TO STRUCTURAL STAIR STRINGER

38ø CONT. STAINLESS STEEL HANDRAIL

38ø CONT. STAINLESS 5z STEEL HANDRAIL

150 MIN

XS MA

1100 MIN. GUARD HEIGHT

CHANGE CORRIDOR

ING 00 AC 11 SP RT PO UP

WELDED TO STAIR STRINGER

900 HANDRAIL HEIGHT

FEMALE CHANGE - LOCKERS

HANDRAIL EXTENSION

12mm STEEL PLATE GUARD BEYOND

STAIR C CONT. 6mm STEEL BENT PLATE,

12ø PTD BENT STEEL BAR PREWELDED TO STEEL GUARD

A603

3644

38⌀ STAINLESS STEEL HANDRAIL

A603

MIN. 300

1100

C-GWB

3000

A603

152 TYP.

C-ACT2-H

12mm PTD STEEL GUARD

VARIES

1 : 10

C-IMP

PM3

+3000 LEVEL 1 CEILING

2011

A172

+3000 LEVEL 1 CEILING

PG2A

CROSS SECTION DETAIL - STAIR C - STEEL PLATE GUARD SIDE

1 : 10

ALIGN

7/ A603

C-IMP

1100 AFF

CROSS SECTION DETAIL - STAIR C - TILE WALL SIDE

VARIES

A603

100

Sim

300

1 A603

PM3-X1

900

C-IMP

24 RISERS @ 152 mm

PG-03

A603

W/ OVERSIZED BOLT HOLES WELDED TO U/S CROSS SECTION 2 - STAIR C OF BEAM 1/ A603 1 : 50 STEEL ANGLE L51X51X6.4 WELDED TO REAR OF GUARDRAIL PLATE

5011

STEEL PLATE 10X76 PRE-WELDED TO REAR OF GUARD PLATE

150 MIN

900

+5000 LEVEL 2

SPRINKLER PIPE RUN BETWEEN THE STRINGER

9 TREADS @ 152 mm

FL1

2011

+5000 LEVEL 2

1 : 10

CROSS SECTION 1 - STAIR C

1/ A603

1 : 50

A603

1 A603 12mm STEEL PLATE GUARD BEYOND

X MA

G CIN 00 PA 11 TS OR PP SU

PG2A

12mm PTD STEEL GUARD

TILED STAIR RISERS AND TREADS BEYOND

FL1

100

VARIES

STAIR C @ LOW LANDING

CUSTOM ROUTERED NOSING AND INDICATOR STRIPS BY TILE DISTRIBUTER

MIN. GUARD HEIGHT

1100

HANDRAIL EXTENSION

152

140 STEEL ANGLE PREWELDED TO STEEL PLATE GUARD, WELD TO CAST IN PLATE.

CAST IN PLATE BY STRUCTURE

12ø PTD BENT STEEL BAR PREWELDED TO STEEL GUARD TILE TRANSITION TRIM - REFER TO SPEC (SCHLUTER SCHIENE)

WELD TOP OF MISC. METALS BENT STEEL PLATE TO DECK EDGE ANGLE

HSS 406x305x19 STRINGER,TYP. -MISC. METAL

SLAB THICKENING REFER 12mm STEEL PLATE TO STRUCTURAL DWGS GUARD BEYOND

1 : 10

38⌀ STAINLESS STEEL HANDRAIL

+0 LEVEL 1

900

7/ A603

MIN. 300

300 TREAD

12mm STEEL PLATE GUARD BEYOND

TACTILE WARNING SURFACE INDICATORS

300 TYP.

TILE TREADS AND RISERS (TL04) CUSTOM ROUTERED NOSING AND INDICATOR STRIPS BY TILE DISTRIBUTER

STAIR C @ LOW LANDING 300 1/ A603

1 : 10

FL1

TWS1

+5000 LEVEL 2

Feature Stair Details

STEEL ANGLE L51X51X6.4 PRE-WELDED TO REAR OF GUARDRAIL PLATE W/ OVERSIZED BOLT HOLES

152 TYP.

2022-08-03 12:40:08 AM

900 HANDRAIL HEIGHT

1100 MIN. GUARD HEIGHT

CROSS SECTION DETAIL - STAIR C - STEEL PLATE GUARD SIDE

TILE TREADS AND RISERS (TL04)

35 TYP.

152

RISER

CONT. 6mm STEEL BENT PLATE, WELDED TO STRUCTURAL STAIR STRINGER

300

C-IMP

VARIES

1 : 10

R GE RIN ST

7/ A603

ING 00 AC 11 SP RT PO UP

AIR ST

100

1100

6 GUARD SIDE CROSS SECTION DETAIL - STAIR C - STEEL PLATE GE RIN ST

STEEL ANGLE PREWELDED TO STEEL PLATE GUARD, WELD TO CAST IN PLATE.

AIR ST

BIM 360://HALP East Gwillimbury/1901-HALP-Arch-CM-R21.rvt

150 MIN

C-IMP

300

PG-03

R GE RIN ST

BENT PLATE DECK CLOSURE ANGLE AT LANDING PERIMETER

TREAD 12mm STEEL PLATE GUARD BEYOND

STEEL ANGLE L51X51X6.4 WELDED TO REAR OF GUARDRAIL PLATE

AIR ST

CONCRETE ON 38mm METAL DECK LANDING

SL2

STEEL ANGLE L51X51X6.4 W/ OVERSIZED BOLT HOLES WELDED TO U/S OF BEAM

OF GUARD PLATE

STEEL ANGLE L51X51X6.4 WELDED TO REAR OF GUARDRAIL PLATE

STEEL ANGLE L51X51X6.4 PREWELDED TO REAR OF GUARDRAIL PLATE W/ OVERSIZED BOLT HOLES

HSS 406x305x19 STRINGER,TYP. -MISC. METAL

XS MA

WELD CONTINUOUS MISC. METAL STAIR BENT PLATE TO THE DECK LANDING BENT ANGLE CLOSURE

+5000 LEVEL 2

STEEL ANGLE L51X51X6.4 WELDED TO INSIDE OF HSS STRINGER FOR FIXING GUARD PLATE

900

150 MIN

12ø PTD BENT STEEL BAR PREWELDED TO STEEL GUARD

CONT. 6mm STEEL BENT PLATE, WELDED TO STAIR STRINGER

VARIES

300 300

A603

CONT. 6mm STEEL BENT PLATE, WELDED TO STRUCTURAL STAIR STRINGER

CUSTOM ROUTERED NOSING AND INDICATOR STRIPS BY TILE DISTRIBUTER

1 : 10

38⌀ STAINLESS STEEL PLATE 10X76 STEEL HANDRAIL PRE-WELDED TO REAR

STEEL ANGLE L51X51X6.4 W/ OVERSIZED BOLT HOLES WELDED TO U/S 12mm STEEL PLATE OF BEAM GUARD BEYOND

TILE TREADS AND RISERS (TL04)

1/ A603

STEEL ANGLE CLIPS WELDED TO U/S OF BEAM, BY STRUCTURAL

HSS 406x305x19 STRINGER,TYP. 6 -MISC. METAL A603

PG-03

STAIR C @ MIDDLE LANDING

A603

GYPSUM BOARD EXTEND MIN 150mm 4 ABOVE THE BOTTOM OF THE STEEL PLATE

STEEL ANGLE L51X51X6.4 WELDED CROSS SECTION TO INSIDE OF DETAIL HSS - STAIR C - TILE WALL SIDE 14 7/ A603 1 : 10 STRINGER FOR FIXING 300 GUARD PLATE HANDRAIL EXTENSION

X MA

CONCEALED SPRINKLER HEAD, BY MECHANICAL, CENTER ON STAIR CEILING

6mm x 50mm STIFFENER

11+5000 1 : 10 LEVEL 2

STEEL ANGLE L51X51X6.4 PREWELDED TO REAR OF GUARDRAIL W/ C-IMP TILE FINISHPLATE (TL14) VARIES OVERSIZED BOLT HOLES

G CIN 00 PA 11 TS OR PP SU

SPRINKLER LINE

PM3-X1

6mm x 50mm STIFFENER GYPSUM BOARD EXTEND MIN 150mm ABOVE THE BOTTOM OF THE STEEL PLATE

HSS 406x305x19 STRINGER,TYP. -MISC. METAL

150 MIN

1/ A603

CONT. 6mm BENT PLATE FORMS TREAD AND RISERS, W/ CONC. 5 TREAD POUR

A172

C-IMP

3000

C-IMP

SPRINKLER PIPE RUN BETWEEN THE STRINGER

STEEL PLATE 10X76 PRE-WELDED TO REAR OF GUARD PLATE

1100

STEEL BEAM BY STRUCTURAL

Sim +3000 C-IMP LEVEL 1 CEILING 19 VARIES

3000 400

400

CONT. 6mm BENT PLATE 406x305x19 FORMS TREAD ANDHSS STRINGER,TYP. -MISC. METAL RISERS, W/ CONC. TREAD POUR

SLAB THICKENING REFER TO STRUCTURAL DWGS

STEEL BEAM BY STRUCTURAL

300

C-GWB

ALIGN

CAST IN PLATE BY STRUCTURE

HSS 406x305x19 STRINGER,TYP. -MISC. METAL

STEEL ANGLE CLIPS WELDED TO U/S OF BEAM, BY STRUCTURAL

100

FL1 +5000 LEVEL 2

+0 LEVEL 1

1300

PTD STEEL FASCIA WELD TO STRINGER

GWB CONT. 6mm BENT PLATE FORMS TREAD AND RISERS, W/ CONC. TREAD POUR

EDGE ANGLE, BY STRUCTURAL

RISER

TILE TRIM EDGE

TILED STAIR RISERS AND TREADS BEYOND

2393

TILE FINISH (TL14) STEEL ANGLE PREWELDED TO STEEL PLATE GUARD, WELD TO CAST IN PLATE.

CUSTOM ROUTERED NOSING AND INDICATOR STRIPS BY TILE DISTRIBUTER

2011

152

RISER

1100 900

300 TREAD

FG3

R GE RIN ST

2011

12ø PTD BENT STEEL BAR WELDED TO A PLATE BOLTED TO STUD AND WOOD BLOCKING AS REQ'ED

6mm VERTICAL TABS AT 1200mm C/C W/ CONT. 6mm CLOSURE PLATE BELOW, BY STRUCTURE. VOID TO BE FILLED FOLLOWING GUARD INSTALLATION

TILE TREADS AND RISERS (TL04)

AIR ST

2022-08-03 12:40:08 AM

12ø PTD BENT STEEL BAR PRE-WELDED TO 1100 STEEL GUARD

CUSTOM ROUTERED NOSING AND INDICATOR STRIPS 38ø CONT. STAINLESS BY TILE DISTRIBUTER STEEL HANDRAIL

R GE RIN ST

BIM 360://HALP East Gwillimbury/1901-HALP-Arch-CM-R21.rvt

TILE TREADS AND RISERS (TL04)

R GE RIN ST

FL1 +5000 LEVEL 2

12mm STEEL PLATE GUARD BEYOND

38ø CONT. STAINLESS STEEL HANDRAIL

AIR ST

EDGE ANGLE, BY STRUCTURAL

300

FL1

BENT PLATE DECK CLOSURE ANGLE AT LANDING PERIMETER

CONT. 6mm STEEL BENT PLATE, WELDED TO STRUCTURAL STAIR STRINGER

300

HANDRAIL EXTENSION

6mm VERTICAL TABS AT 1200mm C/C W/ CONT. 6mm CLOSURE PLATE BELOW, BY STRUCTURE. VOID TO BE FILLED FOLLOWING GUARD INSTALLATION

HANDRAIL EXTENSION

CONCRETE ON 38mm METAL DECK LANDING

AIR ST

MIN. GUARD HEIGHT

300

12ø PTD BENT STEEL BAR PRE-WELDED TO STEEL GUARD

12ø PTD BENT STEEL BAR PREWELDED TO STEEL GUARD

A603

12mm PTD STEEL GUARD

38ø CONT. STAINLESS STEEL HANDRAIL

38⌀ STAINLESS STEEL HANDRAIL

WELD CONTINUOUS MISC. METAL STAIR BENT PLATE TO THE DECK LANDING BENT ANGLE CLOSURE

35 TYP.

A603

152

A603

CONT. 6mm STEEL BENT PLATE, WELDED TO STAIR STRINGER

1100 AFF

2011

900 HANDRAIL HEIGHT

12ø PTD BENT STEEL BAR PREWELDED TO STEEL GUARD

1100 MIN. GUARD HEIGHT

38⌀ STAINLESS STEEL HANDRAIL

m 00m

X MA

STEEL ANGLE L51X51X6.4 WELDED TO INSIDE OF HSS STRINGER FOR FIXING GUARD PLATE CONT. 6mm STEEL BENT PLATE, WELDED TO STRUCTURAL STAIR STRINGER

WINDOW HEAD AT LEVEL OFFICE 1/ A353

Pz BY WALL WINDOW SILL AT LEVEL 2 OFFICE 10 F-MWP2B TO C-WDV1 1/ A353 1:5

SC-217B

4zb +11500 NORTH PARAPET

1 3 4 P E T E R S T R E E T , SU I T E 1 3 0 1 T O R O N T O , O N T A R I O M 5 V 2H 2 T : 4 16 5 93 5 90 0 F: 4 1 6 5 9 3 4 8 0 4

150 MIN

PAINTED WOOD TL12 BLOCKING TILE

TL12 TILE

CONT. STEEL ANGLE SUPPORT BY STRUCTURAL

4211 YONG E STREE T,PG1-A SUI TE 500 TO R O N TO , O N TA R IO , M 2 P 2 A 9 T : 4 16 4 87 8 15 1 F : 41 6 48 7 91 0 4

TILE EDGE TRIM

S-WD1

F-WDS1

47° TOP STL ANGLE (VERIFY ON SITE)

3130

u/s STL ANGLE (VERIFY ON SITE)

C-WDV1

+3000 LEVEL 1 CEILING PG2A

2600 15 ALIGN

EXPOSED COLOUR MATCHED FASTENERS

C-TL FITNESS2500

3000

O FITNESS

CI V I L EN GI N EER S

+3000 LEVEL 1 CEILING

GYMNASIUM 100

POD - HEALTH SERVICES

POD - HEALTH SERVICES TILE TRIM EDGE

SC-100B

2400

PAINTED 9 5 M U RA L S T R E E T , S U I T E 2 0 7 C-WDV1 WOOD RI CHMOND HIL L, ONT ARI O, L4BWALL 3G2 BEYOND BLOCKING AS 3000 T : 9 05 6 69 6 83 8 REQUIRED

FG2

3000

TILE TRIM EDGE

L A N D SC A PE A RC H I T E C T S

C-TL VARIES

MAIN LOBBY

L2 CIRCULATION CONT. TRIM

204

C-GWB

CONT. STEEL ANGLE SUPPORT BY STRUCTURAL

3000

C-FCP

BLOCKING, PAINTED TYP.

202

C-TL

Esc125.2

(VERIFY ON SITE)

7 5 77 K E E L E ST R E E T , S U I T E 20 0 V A U G H A N , O N TA R IO , L4 K 4 X 3 T : 9 05 7 38 3 93 9 TILE TRIM EDGE +3000 C-GWB LEVEL 1 CEILINGL ANDSCAPE PLANNING LI MIT ED VARIES

TILE TRIM EDGE

FG2

PAINTED WOOD BLOCKING AS C-TL REQUIRED POD - HEALTH SERVICES

EMC GROUP LIMu/sITSTL EDANGLE

19mm PLYWOOD STRAPPING

FITNESS BULKHEAD

30 19

LOBBY WALL WINDOW SILL AT LEVEL 2 OFFICE 10 1/ A353 1 :GLAZING 5 SLOPED C-GWB W/ DIFFUSER AT EXTERIOR

8 25 13 1:5

1/ A163

1:5

5/ A353

2/ A315

2/ A353

F-WDS1 C-WDV1

VARIES

FG2

F-WDS1

A172

7975

PG2A

F-MWP2B

+3000 LEVEL 1 CEILING

8000

THE TOWN S-WD1 OF E AST 3000 GWILLIMBUBLOCKING RY

u/s STL ANGLE (VERIFY ON SITE)

VARIES TL14

PG2A

3000

C-TL

2500

SC-100A

204

OPEN WORK

+5000 LEVEL 2

PG2A

2/ A353

1:5

PREFINISHED ALUMINUM GLASS DOOR

217

F-WDS1 TO C-TL W/ DIFFUSER 2/ A161

FL1

VARIES

C-WDV1

82 0° .0

3000

13 13

SC-100A

A361

11 ADD-02

30 19

C-TL

26 1:5

3/ A353

1:5

+3000 N OR T H A R R O W LEVEL 1 CEILING

7/ A352

1:5

C-WDV1

3000

BLOCKING AS REQUIRED

C-WDV1

3000 FG2

STORE FRONT GLAZING AT C-WDV1

EXPOSED COLOUR MATCHED FASTENERS

GLASS GUARD RECESSED CHANNEL

WALL MOUNTED CONT. STEEL TILESCREEN EDGE TRIM ANGLE SUPPORT BY STRUCTURAL

RAF1A

E A S T G W I LLI M B U R Y H E A LTH A N D A C TI V E LI V I N G P LA Z A

BLOCKING AS REQUIRED FG2 STUD FRAMING SLIDING AS REQUIRED DOOR TRACK AND HANERS

BLOCKING AS REQUIRED

FL1 48 JI M MORTSON DRI VE TOW+5000 N OF EAST G WI LL I3095 MBURY , ONTARI O L0LEVEL G 1R20 u/s STL ANGLE

ALIGN

u/sFRAMING HSS (VERIFY ON SITE) STEEL HSS BY STRUCTURAL

F-WDS1

P RO JEC T TITLE

BLOCKING AS REQUIRED

TL12 TILE

PAINTED WOOD BLOCKING CONTROL DESK

3130

+0 LEVEL 1

+3000 LEVEL 1 CEILING

PAINTED WOOD BLOCKING AS REQUIRED

(VERIFY ON SITE)

D R AW IN G TITL E

IN T E R I O R W A L L S E C T IO N S - GYM ALIGN

C-TL

4860

3000

C-TL

u/s STL ANGLE (VERIFY ON SITE)

C-FCP 3000

MAIN LOBBY FG2 2

3000

SC-100B

CONT. TRIM

100

LEVEL 1

100

1 : 20

1:5

WOOD TL12 BLOCKING AS REQUIREDTILE

CONCESSION

RWS SC-217B B

ALIGN

WALL BEYOND

3000

SLIDING DOOR - PLAM3 - 19mm PLYWOOD - 64mm STEEL STUD@300 O.C - 19mm PLYWOOD - PLAM3

WINDOW HEAD AT LEVEL OFFICE

A353 Reflected Ceiling Details7 9 1/ A353

Lobby Wall Section

1:5

SLIDING DOOR HEADER AT CONCESSION 7/ A352

GYM CEILING DETAILS 3

+3000 LEVEL 1 CEILING C-WDV1

MAIN LOBBY

D009A

P R O J EC T N U M B ER

30 19

16mm GYPSUM SHEATHING 13 BOARD ON STUD GWB CORNER BEAD

SC-217B

GLASS GUARD AT CARDIO FITNESS 15 1:5 INT. WALL SECTION LOBBY/CONTROL DESK 2/ A353 1 GLAZING 1/ A101 1 : 20 AT C-TL 17 Pz 2/ A353 1:5

GWB REVEAL TRIM

TILE EDGE TRIM PAINTED

D R A W I N G N U M B ER

2 GLAZING AT C- FCP & C- ACT 5/ A353

As indicat3000 ed D A TE

19 01

GYMNASIUM

C-WDV1

S CAL E

CONT. STEEL ANGLE SUPPORT BY STRUCTURAL TILE TRIM EDGE BLOCKING AS REQUIRED GYMNASIUM +0

TILE TRIM EDGE

BLOCKING, PAINTED TYP.

CONT. STEEL HSS GIRT BY STRUCTURAL

+3000 LEVEL 1 CEILING

/ A101

TILE EDGE TRIM

M08.01 F-WDS1

1:5

3175

PG1-A

SC-204

u/s STL ANGLE (VERIFY ON SITE)

1:5

2/ A161

PLAY SPACE & PODS CEILING DETAILS PG2A

CONT. STEEL ANGLE SUPPORT BY STRUCTURAL

2/ A161

PG2A

3130 u/s STL ANGLE (VERIFY ON SITE)

F P

D014A

C-WDV1 TO F-MWP2 BULKHEAD W/ LIGHT FIXTURE

SC-8C

D008A

100

200 PREFINISHED ALUMINUM GLASS DOOR

B A R

MAIN LOBBY

SC-14A

PLAYSPACE

GYM CEILING DETAILS

MNASIUM

+3000 LEVEL 1 CEILING

3000

ALIGN

F-MWP2C PERIMETER TRIMPOD - HEALTH SERVICES

SC-217B

2 TILE EDGE TRIM TILE EDGE TRIM

B A R

+3000 LEVEL 1 CEILING

C-WDV1

Hz SLIDING DOOR HEADER AT CONCESSION

17 1:5

4zb

2987 LIGHT u/s STL ANGLE FIXTURE (VERIFY ON SITE) BY ELECTRICAL

PAINTED WOOD F-MWP2C BLOCKING AS REQUIRED

GLAZING BETWEEN GYM AND LOBBY

3000

GLAZING AT C-TL 2/ A353

CONT. STEEL ANGLE SUPPORT BY STRUCTURAL

+3000 SLIDING DOOR LEVEL 1 CEILING - PLAM3 - 19mm PLYWOOD - 64mm STEEL STUD@300 O.C - 19mm PLYWOOD - PLAM3

WALL BEYOND

1/ A163

PG1-A

F-MWP2B3000 PERIMETER TRIM MAIN LOBBY

D009A

F-MWP2B TO C-WDV1

Typ.

CONCESSION

GYMNASIUM1

C-FCP

3000

BLOCKING AS REQUIRED C-WDV1

PM3

VARIES PAINTED WOOD BLOCKING AS REQUIRED

C-WDV1

TILE TRIM EDGE 100

1:5

K E YP L A N

+3000 LEVEL 1 CEILING

STAIR C +3000 SC-100B 50 LEVEL 1 CEILING

1:5

2/ A161

PAINTED WOOD BLOCKING AS REQUIRED

u/s STL ANGLE (VERIFY ON SITE)

C-WDV1

F-WDS1

DGE

3095

PG2A

u/s STL ANGLE (VERIFY ON SITE)

C-TL

C-WDV1 TO F-MWP2 BULKHEAD W/ FACE-MOUNT DIFFUSER

2/ A315

1:5

F-MWP2B SLIDING DOOR TRACK AND HANERS

7975

3000

BLOCKING AS REQUIRED

u/s HSS (VERIFY ON SITE)

3000

PLAYSPACE

SLOPED C-GWB W/ DIFFUSER AT EXTERIOR GLAZING

3175

FG2

C-WDV1

+5000 u/s HSS (VERIFY ON SITE) LEVEL 2

CONT. STEEL ANGLE SUPPORT BY STRUCTURAL

3130

ALIGN

CONT. STEEL HSS GIRT BY STRUCTURAL

FG2

STEEL HSS FRAMING BY PG1-A STRUCTURAL

PG2A

1:5

STORE FRONT GLAZING AT C-WDV1

ENGINEERED STEEL Hz STUD BRACING AS REQUIRED

+3000 LEVEL 1 CEILING

F-MWP2C PERIMETER TRIM

D014A

1090

3/ A353

201

A172

201

LIGHT FIXTURE AT C-WDV1TO TILE WALL 23 1/ A163 1:5 GLAZING BETWEEN GYM AND LOBBY

POD - HEALTH SERVICES

BLOCKING AS REQUIRED

MAIN LOBBY

L2 CIRCULATION SC-14A

L2 CIRCULATION

C-GWB

VARIES

POD - HEALTH SERVICES CARDIO FITNESS

2500

C-WDV1

ALIGN

3000

F-MWP2B PERIMETER TRIM

AIR C

C-WDV1

SC-217B

DIFFUSER. BY MECHANICAL

200

ALIGN

47°

AS C OMMUNI TY PARKS REREQUIRED C R E AT I O N & C U L T U R E T H E T O W N O F E A S T G W I L L I M BU R Y 1 9 00 0 L E S L I E S T R E E T S H A RO N , O N T A R I O , L 0 G 1 V 0 T : 9 05 4 78 4 28 2 +3000 LEVEL 1 CEILING Esc125.2 F-MWP2C

19mm PLYWOOD STRAPPING

BLOCKING AS REQUIRED

115

F-MWP2C

TILE TRIM EDGE 10

18 14

2 2

2987

150 MIN

A172

C-WDV1

1:5

CONT. STEEL ANGLE SUPPORT BY STRUCTURAL

C-ACT1

FG2 PAINTED WOOD BLOCKING AS REQUIRED

u/s HSS (VERIFY ON SITE)

2/ A315

DIFFUSER. BY MECHANICAL 7/ A352 1:5

F-WDS1 PG1-A

DIFFUSER. BY MECHANICAL

FG2

GYM CEILING DETAILS

SIM

A361

11 ADD-02

XTURE BY CAL

SLIDING DOOR HEADER AT CONCESSION

1:5

F P

MAIN LOBBY GWB CORNER BEAD 2

D009A

Atb

1:5

GLAZING AT C-TL

SC-14B

16mm GWB ON SLIDING DOOR 152mm METAL STUDS - PLAM3 - 19mm PLYWOOD - 64mm STEEL STUD@300 O.C - 19mm PLYWOOD GLASS DOOR AT C-TL - PLAM3 A161 1:5 SLOPED C-GWB2/BULKHEAD

WALL BEYOND

100

F-WDS1 TO C-TL W/ DIFFUSER 2/ A353 1:5 GLAZING AT C- FCP & C- ACT

B A R

D014B

201

PREFINISHED ALUMINUMC-WDV1 13 DOOR GLASS

3000

CONCESSION

GYMNASIUM

FG2

BLOCKING AS REQUIRED

2425

u/s STL ANGLE (VERIFY ONSLIDING SITE) DOOR TRACK AND HANERS

4 2 11 Y O N G E S T R E E T , S U I T E 5 0 0 TO R O N TO , O N TA R IO , M 2 P 2 A 9 T : 4 16 4 87 8 15 1 F: 4 1 6 4 8 7 9 1 0 4 3095

5995

3000

u/s HSS (VERIFY ON SITE)

CONT. STEEL ANGLE SUPPORT BY STRUCTURAL

+3000SMI TH AND ANDERSON LEVEL 1 CEILINGELECTRICAL EN GIN EERS

115

3130 u/s STL ANGLE (VERIFY ON SITE)

3 12

3175

M E C H A N I C AL E N G I N E E RS

PG2A

1:5

CONT. STEEL HSS GIRT BY STRUCTURAL

PG2A

S M I T H A N D A N DE R S O N

TILE EDGE TRIM

ALIGN

2/ A352

S T RU C T U R AL E N G I N E E RS

DIFFUSER. BY MECHANICAL

TILE EDGE TRIM

F-WDS1

F-WDS1 TO C-TL BULKHEAD STORE FRONT GLAZING AT C-WDV1 1:5 3t2/ A161

B L A CK W E L L

CONT. SEALANT ON BACKER ROD

TILE EDGE TRIM

1/ A162DOOR 1 : 5 GLASS

GLASS DOOR AT C-TL 18 2/ A161 1:5 GLAZING BETWEEN GYM AND LOBBY 11 Atb 3/ A353 1:5 Hz

1:5

DIFFUSER AT RAISED TILE CEILING PREFINISHED ALUMINUM

150 MIN

1/ A163

1:5

1 : 10

1/ A163

43°

GLASS GUARD50AT CARDIO FITNESS 15 2/ A353 1:5 MOUNT DETAIL

CONT. SEALANT ON BACKER ROD TILE EDGE TRIM

1:5

Interior Material Palette

CLIENT Princeton U Department MacMillan B

#10 SCREW TYPICAL

RAF1 - RE

ARCHITEC DIGSAU 340 N 12th Philadelphia

9'-11 1/8" PANEL HEIGHT

RAF2 - RE

MJMA 425 Adelaid Toronto, ON

RAF3 - RE

LANDSCAP James Corn 475 10th Av New York, N

RAF4 - RE

Princeton University Dillon Gym (Addition + Renovation) Construction Documentation| 2021

CIVIL ENGI Langan 300 Kimball Parsippany,

TL01 - MO

TL02 - PO

STORMWA Nitsch 2 Center Pla Boston, MA

STL1

1/8" JOINT

4'-0 1/4" PANEL WIDTH

1/8" JOINT

4'-0 1/4" PANEL WIDTH

TL03 - SIN

STRUCTUR LERA 40 Wall Stre New York, N

4'-0 1/4" PANEL WIDTH

BENT PROFILE OF IM1 PANEL AT CORNER CONDITION

WD5

TL11 - MO

LIGHTING The Lighting 600 Chestn Philadelphia

WAF

CLIMATE E Transsolar 220 East 23 New York, N

TRF - ENG

HATCH DENOTES PAINT ABOVE FINISED CEILING

PLYWOOD FASCIA PAINTED PT3

0A6A

WAF - WO

FINISH SAMPLES

FRAMING AND BRACING AS REQUIRED

1'-6"

ALIGN WITH NEAREST CEILNG PANEL ABOVE 5"

MEP/FP EN Vanderweil 101 Grover Lawrencevi

MATERIAL BOARD

ELEVATION - TYPICAL IMP PANEL FASTENER AND JOINT LAYOUT 1/2" = 1'-0"

TL10 - SU

BUILDING E Thornton To 51 Madison New York, N

SDF1 - STA

EDGE CONDITION FOR CUT IMP2 PANEL

ACOUSTIC Shen Milsom 417 Fifth Av New York, N

ACT1 - AC

WD5

LAP FRONT FACE OF IMP1 IN FRONT OF RETURN EDGE

1'-4"

PAINT SUBSTRATE 5" AT JAMB EDGE (PT3)

3'-2" 7"

AT INTERIOR GLAZING SYSTEM & IMP2 PANEL

G SLEEVE OPENING SEE MECH

CL 1'-0" MIN

06 10 53 ROUGH CARPENTRY FOR WINDOW SHADE SUPPORT

OF BEAM W30x90

PAINT GWB COVE PT2

SECTION ELEVATION- STEEL ROD BRACING AT PERIMETER BENCH 1 1/2" = 1'-0"

BENT PROFILE OF IMP1 PANEL AT CORNER 1/8" RADIUS

C-GWB 13' - 5"

PLAN DETAIL - TYPICAL IMP1 PANEL CONDITIONS 3" = 1'-0"

A.1 (LOCKER) 173'-9"

SEE MECH DUCT RISERS U/S OF BENCH

ALIGN WITH NEAREST CEILNG PANEL ABOVE

05 50 00 MISC. METAL PAINT EXPOSED 2"X2" HORIZ. STEEL PLYWOOD PT3 ANGLE WELDED TO THE POSTS AND BOLTED TO THE PERIMETER CONCRETE CURB

IMP1

1'-2"

IMP1

DASHED LINES INDICATE STEEL ROD BRACING BEYOND

1/4"

G ILN CE

BUILDING ENVELOPE + SUSTAINABILITY Thornton Tomasetti 51 Madison Ave New York, NY ACOUSTICAL AV, IT, SECURITY Shen Milsom & Wilke 417 Fifth Avenue New York, NY

1'-0" MIN

ALIGN WITH NEAREST CEILNG PANEL ABOVE

C-GWB 12' - 8"

VERTICAL TRANSPORTATION Van Deusen 120 Eagle Rock Ave, Suite 310

VARIES - REFER

06 10 53 ROUGH CARPENTRY WOOD BLOCKING AS REQ'ED CORNER - REFLEX ANGLE

BUILDING ENVELOPE + SUSTAINABI PRINCET Thornton Tomasetti 51 Madison Ave New York, NY

DILL GYM EXPA

ACOUSTICAL AV, IT, SECURITY Shen Milsom & Wilke 417 Fifth Avenue New York, NY

VERTICAL TRANSPORTATION Van Deusen OWNER PR 120 Eagle Rock Ave, Suite 310 DIGSAU PR East Hanover, NJ SCALE:

CODE & ACCESSIBILITY FORMAT: Jensen Hughes DRAWN: 30 S 15th Street CHECKED: Philadelphia, PA DATE:

HERITAGE Joseph K. Oppermann Architect, P.A. 539 North Trade Street SHEET N Winston-Salem, NC

FOR PANELS 5" OR LESS FASTENERS TO BE 1" FROM MOBILITY PANEL EDGE

INTE IMP1 MET Gehl Studio Inc. 395 Hudson Street, 8th Floor MES WSP USA 2000 Lenox Drive, 3rd Floor Lawrenceville, NJ 08648

East Hanover, NJ TO PLANS

CODE & ACCESSIBILITY Jensen Hughes 30 S 15th Street Philadelphia, PA

New York, NY 10014

SHEET N

HERITAGE Joseph K. Oppermann Architect, P.A. 539 North Trade Street Winston-Salem, NC

0F2A

PROJECT

ISSU

MOBILITY WSP USA 2000 Lenox Drive, 3rd Floor Lawrenceville, NJ 08648 Gehl Studio Inc. 395 Hudson Street, 8th Floor New York, NY 10014

Typical IMP1 Metal Panel Conditions B

VARIES

C-IMP1 12' - 11"

6" IMP1

PAINT GWB AND PLYWOOD COVE PT3

05 70 00 STEEL PANELS AT SSF1 BENCH AND STRUCT. IMP1 BEYOND - REFER TO PAINTED STEEL PLATE- 3mm THICK; DRAWING 3/A820 FOR SCRIBED TO SUIT PROFILE OF COLUMN TYPICAL FASTENER (TYPICAL AT COLUMNS AT THE BENCH) LOCATIONS SEE STRUCT ROD X-BRACING

THICK DASHED LINE INDICATES LINE OF EXTERIOR WALL AND WINDOW; FOR EXTERIOR DETAILS REFER TO A632

ITH

E OV AB

1/2"

BENT PROFILE AT PERIMETER EDGE SURROUND 1/8" RADIUS

1/2"

SEALANT ON BACKER ROD

8 1/4"

IG AL

T ES AR NE

L NE PA

CORNER - OBTUSE ANGLE

1/4"

1 1/2"

06 10 53 ROUGH CARPENTRY WOOD BLOCKING

IMP1

06 16 00 PWD SHEATHING

IMP1

TURN IMP1 UP ON PLYWOOD EDGE

ANS

CLIMATE ENGINEER Transsolar 220 East 23rd Street, Suite 403 DATE: New York, NY

PAINT GWB AND PLYWOOD COVE PT3

TO PL

TURN IMP1 UP ON THE EDGE OF PLYWOOD 1'-4"

C-IMP1 12' - 11"

06 16 00 PWD SHEATHING 1/2" SUBSTRATE PTD PT3 THICK DASHED LINES INDICATE THE EXTENT OF EXTERIOR DETAIL, REFER TO EXTERIOR DETAIL DRAWINGS

1'-0" MIN

TILE JOINTS

BENT PROFILE AT PERIMETER EDGE SURROUND 1/8"

FER

1/2"

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

C-GWB 13' - 2"

0F6A

FASTENERS 2" 09 29 00 FROM PANEL EDGE 1/2" GWB REVEALTYP. OTHERWISE NOTED TYP - UNLESS

RWS 1/2"

- RE RIES

END WALL CAP - AT RIGHT ANGLE

CLIMATE ENGINEER Transsolar 220 East 23rd Street, Suite 403 New York, NY

ALIGN WITH NEAREST CEILNG PANEL ABOVE

TYPICAL FASTENER LOCATION

OUTSIDE CORNER RIGHT ANGLE

BENT PROFILE WITH 1/8" RADIUS AT END CAP @ 5" WIDTHS OR OR LESS

1'-0" MIN ALIGN WITH NEAREST CEILNG PANEL ABOVE

A817

1'-0

05 70 00 STEEL PANELS AT SSF1 BENCH AND STRUCT. PAINTED STEEL PLATE- 3mm THICK; 2" SCRIBED TO SUIT PROFILE OF BRACING ROD, 1'-0" MIN (TYPICAL AT ALL ROD BRACINGS)

LIGHTING The Lighting Practice 600 Chestnut St, Suite 772 Philadelphia, PA

1/2" PLYWOOD SHEATHING ON 1 5/8" STEEL STUD, INFILL AT THE INTERIOR FACE OF DEMOLISHED WALL

0F1A

1'-2 3/4"

MEP/FP ENGINEERING

TILE JOINTS

PAINT *REFER TO PLANS FOR Vanderweil PARITION TYPES SUBSTRATE - 5" 101 Grovers AT EACH SIDE OF Mill Road VARIES NJ JOINTLawrenceville, (PT3)

*REFER TO PLANS FOR PARITION TYPES VARIES

- 1/8" W - PAINT SUBSTRATE BEHIND 5" AT EACH SIDE OF JOINT (PT3)

25/08/2021

05 50 00 METAL FABRICATIONS 2"X2" HORIZ. STEEL ANGLE SUPPORTED ON CONC. CURB AND STEEL ANGLE POSTS ON EITHER SIDE OF COLUMNS

TYPICAL VERTICAL JOINT

LIGHTING The Lighting Practice 600 Chestnut St, Suite 772 Philadelphia, PA

STRUCTURAL ENGINEERING LERA 40 Wall Street, 23rd Floor New York, NY

3'-2"

1'-11"

ALIGN WITH NEAREST CEILNG PANEL ABOVE

1'-2 1/2" CLEAR SPACE TO U/S OF STEEL BEAMS

SEE STRUCT GUSSET PLATE

A.2 (LOBBY) 175'-0"

MEP/FP ENGINEERING Vanderweil 101 Grovers Mill Road Lawrenceville, NJ

Fx.9

STORMWATER Nitsch 2 Center Plaza, Suite 430 Boston, MA

PAINT SUBSTRATE- 5" AT EACH SIDE OF JOINT (PT3)

INSIDE CORNER RIGHT ANGLE

ALIGN

STRUCTURAL ENGINEERING LERA 40 Wall Street, 23rd Floor New York, NY

James Corner Field Operations 1/2" = 1'-0" 475 10th Avenue, 9th Floor

LAP JOINT

14'-9 1/4"

05 7500 AT INTERIOR IMP1 BLACKENED GLAZING METAL PANEL SYSTEM

TYPICAL ELEVATION - WINDOW BOXES

New York, NY WAF - WOOD ATHLETIC FLOOR

CORNER

INTERIOR SIGNAGE & WAYFINDING

STL1

Toronto, ON MSV 3C1, Canada

CIVIL ENGINEERING Langan 300 Kimball Drive, 4th Floor Parsippany, NJ

3'-0" C.C - TYP. N.T.S.

AT HOLLOW METAL DOOR FRAME

STORMWATER Nitsch 2 Center Plaza, Suite 430 Boston, MA

A.1 (LOCKER) 173'-9"

PLAM2 - PLASTIC8LANDSCAPE LAMINATE (CHARCOAL) 'TYPE 1' AND 'TYPE 5' SIM

TYPICAL ELEVATION - WINDOW BOX 'TYPE 2' 9 1/2" = 1'-0"

MIR - MIRROR

SLEEVE OPENING SEE MECH

C-IMP1 9' - 9"

ARCHITECT

1'-1"

AWP1 - ACOUSTIC WALL PANEL

CIVIL ENGINEERING Langan 300 Kimball Drive, 4th Floor Parsippany, NJ

A.2 (LOBBY) 175'-0"

Philadelphia, PA 19107

1'-7"

MJMA 425 Adelaide Street West, Level 6 Toronto, ON MSV 3C1, Canada LANDSCAPE James Corner Field Operations 475 10th Avenue, 9th Floor New York, NY

IMP1

DIGSAU IMP1 PT1 - PAINT (CHARCOAL) 340 N 12th Street, Suite 421

STL1

1'-4"

AT WALL TILE RETURN

1'-6"

LAP IMP1 AT TILE TRIM - ALIGN EDGE WITH FINISHED FACE OF TILE

IMP1

CLIENT Princeton University

Department of Facilities PT1 - PAINT (WHITE) MacMillan Building, Princeton, NJ 08540

IMP1

05 50 00 MAX 1/16" MISC. METAL EXPOSED INSIDE STEEL POSTS BELOW- 2 VERT. ANGLES 2"X2"

" 10

ALIGN WITH NEAREST CEILNG PANEL ABOVE

+ Material Sample Board

C TKS1 - BULLETIN BOARD

ALIGN

DILLON GYMNASIUM EXPANSION

PLAM1- PLASTIC MJMA LAMINATE (WHITE) 425 Adelaide Street West, Level 6

TYPICAL ELEVATION - WINDOW BOXES 'TYPE 3', 'TYPE 4' SIM AND 'TYPE 6' SIM 10 1/2" = 1'-0"

SSF1

HATCH DENOTES PAINT ABOVE FINISHED CEILING

1'-0" MIN

*REFER TO PLANS FOR PARITION TYPES VARIES

IMP2 WALL PANEL (HINGED) 09 5435

VARIES

WALL TILE AND PERIMETER TRIM

GWB JAMB PAINTED PT3

ARCHITECT DIGSAU 340 N 12th Street, Suite 421 Philadelphia, PA 19107

BENCH SEAT INSERT

ACT2 - ACOUSTIC PAD TILES 05 70 00 STEEL PANELS AT SSF1 BENCH AND STRUCT.

12'-2" TO BE DIVIDED TO 2 EQ. SPACES FOR TILE JOINTS

09 54 35 3' C.C.-TYP. N.T.S.

FOR TYPE)

3'-4"

3'-1" 1/2"PLYWOOD SHEATHING 1'-4" ON 1 5/8" STUD FRAMIMG; INFILL IN INTERIOR SIDE OF THE DEMOLISHED OPENING

ADHERE ACOUSTIC BOARD TO U/S OF DECK

END WALL CAP AT ANGLE

1'-0" MAX

HOLLOW METAL DOOR FRAME REFER TO PLANS AND DOOR SCHEDULE FOR TYPE

09 22 16 STUD FRAMING BETWEEN STEEL ANGLES

BENT PROFILE WITH 1/8" RADIUS

GLAZINGBETWEEN AND STUD FRAMING DOOR SEE STRUCT EXISTING BEAMS TO SYSTEM SUPPORT CEILING HANGERS ROD X-BRACING (REFER TO PLANS AND AND SCHEDULE STUDS, AS REQ'D

CLIENT Princeton University Department of Facilities MacMillan Building, Princeton, NJ 08540

A818 WD5 - LAMINATED BUTCHER BLOCK A818

IMP SILL

ACT1 - ACOUSTIC TILE CEILING STL1

INTERIOR

METAL FABRICATIONS CONTINUOUS 2"X2" HORIZ. STEEL ANGLE BOLTED TO CONCRETE CURB BEYOND

A818

SDF1 - STATIC IMP1 DISSIPATIVE FLOORING (AV, IT)

Fx.9

ADJACENT TO GWB PARITITON

WD1 - NANO CLT

Sim

A818

TRF - ENGINEERED TURF Gx

4 A818

1/2" DRYWALL REVEAL TRIM ALUM - ALUMINIUM BASE AT PERIMETER WHEN

BENCH SEAT INSERT

PLAN DETAIL- WINDOW SURROUND -TYP. AT WINDOW BOXES TYPE 1, TYPE 2 SIM, TYPE 3 AND TYPE 4 1 1/2" = 1'-0"

SECT DETAIL-IMP2 HINGED PANEL WINDOW NICHE AT BASE

Sim WAF - WOOD ATHLETIC FLOORING 2

Fx.9

PERIMETER WHEN ADJ TO

IMP1 ON 1/2" PLYWOOD SUBSTRATE THICK DASHED LINES INDICATE, OUTLINE OF EXTERIOR

3'-2"

W IT

RB1 - RUBBER BASE

DRYWALL PARTITION 5 TL11 - MOSAIC TILE (UNIVERSAL WC WALLS) 3" = 1'-0" IMP1 SILL 4

VA RIE

S-

N ALIG

WAF

E ABOV MIN NEL 1'-0" G PA CEILN EST 05 50 00 NEAR

EXTERIOR SHEATHING BOARD EDGE FACE - PAINTED PT3

FOR ALL IMP1

TL10 - SUBWAY TILE (SHOWERS WALLS) 1/2" GWB REVEAL AT

-4 A818 ---

STL1 BASE

TILE ASSEMBLY

FASTENER LOCATIONS

PLAN DETAIL - WINDOW NICHE - IMP1 PANEL AT HINGED IMP2 3" = 1'-0"

RE FE R

PL AN S

Sim

2"x2"x1/4" IMP2 CLIP ANGLES

A818 --5'-11 3/4" 'TYPE 1' 6'-0" PHN2 - PHENOLIC PANEL (WOOD VENEER) 'TYPE 5' 8'-5"

5'-11 3/4" 'TYPE 2' 6'-0"

PLAN DETAIL - IMP CLAD WALL AT BUSINESS OPS ENTRANCE 3" = 1'-0"

PHN1 - PHENOLIC PANEL (WHITE)

BLOCKING AND FRAMING AS REQUIRED

A818 ---

'TYPE 6' 7'-1" TL02 - PORCELAIN TILE (PUBLIC) GENERAL NOTE:

PANEL REFER TO 3" 4 TL03 -3" SINTERED STONE DRAWING 3/A820(STAIRS, BENCHES) A818 FOR TYPICAL

THICK DASHED LINE INDICATES OUTLINE EXTERIOR ENVELOPE; REFER TO EXTERIOR DETAILS

1/2"

1'-0"

PAINT SUBSTRATE 5" AT EACH SIDE OF VERTICAL JOINTS (PT3) 176'-9 23/32" LAP JOINT MAX 1/16" AT CORNER

Gehl Studio 395 Hudson New York, N

IMP2 ANGLE FIXED TO BASE

TL01 - MOSAIC TILE (SHOWERS)6'TYPE 3' 6'-0" 5'-10 3/4" 'TYPE 4' 7'-10"

MOBILITY WSP USA 2000 Lenox Lawrencevi

HINGED IMP2 PANEL

5" MAX

IMP1

2"X2"X1/8" IMP2 CLIP ANGLE

IMP2 HINGED PANELS 09 5435

IMP1 BLACKENED STEEL PANEL

CONT. SEALANT ON BACKER ROD; TYP.

IMP2 - PERFORATED METAL PANEL

2 S6A

1'-4"

ALIGN

IMP1

52.3

IMP1

0F1A

HERITAGE Joseph K. O 539 North T Winston-Sa

IMP2 - EXPANDED METAL MESH IMP1

RAF4 - RESILIENT ATHLETIC FLOOR

09 29 00 1/2" GWB REVEAL- TYP.

LAP IMP1 AT EDGE TO EDGE OF GWB

MIR - MIR

IMP2 PERIMETER FRAME BEYOND

CODE & AC Jensen Hug 30 S 15th S Philadelphia

IMP1 - BLACKENED PANEL (WOOD) MESH 3/4" MDF PAINTED PT2

1'-1 1/2"

1'-3"

0F2A

AWP1 - A

A818

IMP2 PANEL

SECT DETAIL- IMP2 HINGED PANEL AT WINDOW NICHE AT JAMB 6 3" = 1'-0"

IMP1

5'-4"

SIM

IMP1 - BLACKENED PANEL (STEEL)

LINE OF ADJACENT CEILING

RAF3 - RESILIENT ATHLETIC FLOOR

AWP2

BENCH SEAT INSERT

2 S6A

RAF2 - RESILIENT ATHLETIC FLOOR

PAINT EXTENT OF PLYWOOD PT3

2"X2"X1/8" IMP2 CLIP ANGLE

IMP2 CEILING TRIM - LWALL PROFILE

3GWB SLOPED CEILING

PAINTED PT2 A818

RAF1 - RESILIENT ATHLETIC FLOOR

CONTINUOUS PERMIETER TRIM AT PT2 GWB PAINTED AWP2 09 83 19

*REFER TO PLANS FOR PARITION TYPES VARIES

09 54 35 BLACKENED STEEL METAL PANEL

1/2"

1/4"

PAINT EXTENT OF PLYWOOD PT3

120. 5°

GWB PAINTED PT2

PLYWOOD BLOCKING

TYPICAL PERIMETER EDGE PROFILE: BENT IMP1 - 1/8" RADIUS

6'-0"

2'-0 5/32"

VERTICAL Van Deusen 120 Eagle R East Hanov

ACT2 - AC

IMP2 CLIP ANGLE

SIM

7 A818

0A6A

A818 CONTINUOUS PERMIETER TRIM AT AWP2 - 09 8319

LEGEND

3/4" MDF THICK BOTTOM PANEL BEYOND PAINTED PT2

C-IMP2A

COLUMN BEYOND

SECTION DETAIL - HEAD DETAIL AT WINDOW BOXES TYPE 2, AND CEILING COVE AT RECEPTION 06 3 41 00 3" = 1'-0" SINTERED STONE (SSF1)

ADHERED ON 3/4" OF PLYWOOD

05 50 00 METAL FABRICATIONS 2"X2" HORIZ. STEEL ANGLE @ 3'-7" C.C.

INTERIOR IMP1

09 22 16 WINDOW BOX TYPE 3 IN LOBBY STUD FRAMING AREA, ARE SIMILAR TO TYPE 2, EXCEPT TO RECEIVE SEAT BETWEEN STEEL ANGLES INSERTS SIMILAR TO 1/A818 2" 3/3 R1

RL-4; 05 50 00 METAL FABRICATIONS FLAT BAR PTD METAL 1/2" HANDRAIL ALONG RAMP 2"X2" 3" HORIZ. STEEL ANGLE WELDED ON POSTS

1'-0"

1'-7"

IMP1

SSF1

PROVIDE HINGED SSF1 ACCESS PANELS, WITH HIDDEN HINGES AND MAGNETIC LATCHES WHERE REQUIRED; QTY-20BEND IMP1 WITH 1/8" RADIUS SSF1 FINAL LOCATION LATER DETERMINEDAT THE CORNERS; TYP. BY ARCHITECT

Fx.9

SEE MECH LINEAR GRILLE 1/2"

07 92 00 JOINT SEALANT CONT. SEALANT ON BACKER ROD; TYP.

CONT. SEALANT ON BACKER SEEROD MECH LINEAR GRILLE 06 16 00 PWD SHEATHING 1/4" PWD SUBSTRATE

SEE MECH.

1'-10"

SEE ELEC.RACEWAY FOR POWER OUTLETS

INTERIOR OF CONC. -CURB - 06 41 00FACE UPHOLSTERY WRAPBELOW AT ALL PERIMETER EDGES - 09 41 00 1/4" RESILIENT UNDERLAY 16 00 1/2" PLYWOOD SUBSTRATE THICK- 06 DASHED LINE INDICATES EXTENT OF - 06 41 00 PERIMETER EDGE NOSING EXTERIOR DETAILS; - FASTEN TO PLYWOOD SUBSTRATE REFER TO EXTERIOR DETAIL DRAWINGSWITH HEAVY DUTY VELCRO STRIPS SEE STRUCT ROD X-BRACING

SEE MECH.

FLOOR

IMP1 FRONT PANEL - REFER TO 3/A820 FOR TYPICAL FASTENER LOCATIONS

RAF2

BEND IMP1 WITH 1/8" RADIUS AT THE CORNERS; TYP.

1 SEEASSEMBLY: MECH TYPICAL BENCH SEAT INSERT LINEAR GRILLE

06 10 53 ROUGH CARPENTRY WOOD BLOCKING AS REQUIRED

11"

CONC. CURB SEE STRUCT.

PLAN DETAIL -PERIMETER BENCH 1 1/2" = 1'-0" IMP1 SIDE PANEL BEYOND - REFER TO

DRAWING 3/A820 FOR TYPICAL FASTENER LOCATIONS

06 16 00 PWD SHEATHING 2 X1/2" PWD SUBSTRATES

INTEROR

1'-0"

06 10 53 ROUGH CARPENTRY WOOD BLOCKING AS REQ'ED

INTERIOR

05 50 00 MISC. METAL STEEL POSTS BELOW- 2 VERT. ANGLES 2"X2"

A.2 (LOBBY) 175'-0"

09 22 16 STUD FRAMING 1 5/8" STEEL STUD

DATE:

06 16 00 PWD SHEATHING ADD 1/4" PLYWOOD SUBSTRATE AT BENCHES PERIMETER 1'-7" 1'-1"

DILLON GYMNASIUM EXPANSION

1'-3" PAINT PLYWOOD AT EDGES PT3

06 16 00 PWD SHEATHING 2 X 1/2" PLYWOOD SUBSTRATE DATE:

DASHED LINES INDICATE GUSSET PLATE BEYOND; TL02 SEE STRUCT.

1 1/4"

NNECTOR

IMP1

05 50 00 METAL FABRICATION; 2'X2" STEEL ANGLE POSTS BETWEEN STUDS- AT 3' C.C.' WELDED ON C.I.P BASE PLATES

STL1 BASE

SEE STRUCT CONC, CURB AT THE PERIMETER

05 70 00 STEEL PANELS AT SSF1 BENCH AND STRUCT. PAINTED STEEL PLATE- 3mm THICK; SCRIBED TO SUIT PROFILE OF COLUMN (TYPICAL AT COLUMNS AT THE BENCH)

05 50 00 METAL FABRICATION; C.I.P. STEEL PLATE, AT THE POSTS

05 50 00 MISC. METAL 2"X2" HORIZ. STEEL ANGLE WELDED TO COLUMN 06 16 00 MITERED GRILLES AT PWD THE CORNER SHEATHING 1'-1"

05 50 00 STRUCT. STEEL CONT. C.I.P. STEEL ANGLE

05 50 00 MISC. METAL 2"X2" HORIZ. STEEL ANGLE WELDED TO POSTS AND BOLTED TO PERIMETER CONCRETE CURB

A.1 (LOCKER) 173'-9"

09 22 16 STUD FRAMING 2 1/2" STEEL STUD STL1 BASE

C-ACT2 17' - 2"

1'-1" INT. EDGE OF CONC. CURB TO GL

VARIES

1'-7"

A.2 (LOBBY) 175'-0"

05 50 00 METAL FABRICATIONS 2"X2" HORIZ. STEEL ANGLE -3' C.C.

05 50 00 METAL FABRICATIONS 2"X2" STEEL ANGLE POST -3' C.C.

GRILLE 05 50 00 8" METAL FABRICATIONS C.I.P.STEEL PLATE AT THE POSTS- 3' C.C. GRILLE

SECTION DETAIL - WINDOW BOXES ' TYPE 3' - SILL/BENCH DETAIL 1 3" = 1'-0" PLAN DETAIL - PERIMETER BENCH AT CORNER 1 1/2" = 1'-0"

A.2 (LOBBY) 175'-0"

SCALE:

As indicated

FORMAT:

36" X 48"

DRAWN:

Author

CHECKED:

Checker

DATE:

12/21/21

36" X 48"

DRAWN:

Author

CHECKED:

Checker

DATE:

12/21/21

SHEET NUMBER:

INTERIOR DETAILS PERIMETER BENCH IN ADDITION

A818

A.1 (LOCKER) 173'-9"

SHEET NUMBER:

A817

As indicated

FORMAT:

INTERIOR DETA IMP1 WINDOW BOXES

SHEET NAME:

ISSUED FOR BID

SCALE:

SHEET NAME:

DIGSAU PROJ #: 1922

PROJECT PHASE:

DIGSAU PROJ #: 1922

DILLON GYMNASIUM EXPANSION 05 50 00

METAL FABRICATIONS STEEL PLATE BOLTED TO EXISTING WALL C.C. 3'- SIZE TO BE ENGINEERED OWNER PROJ #: 10012267

05 50 00 METAL FABRICATIONS CONT. 2"X2" STEEL ANGLE AT THE EDGE OF THE BENCH

A.1 (LOCKER) 173'-9"

SECTION DETAIL- WINDOW BOXES - 'TYPE 2' AND 'TYPE 3' - SILL/BENCH DETAIL 2 3" = 1'-0" SECTION DETAIL- PERIMETER BENCH 3" = 1'-0"

OWNER PROJ #: 10012267

DESCRIPTION:

PRINCETON UNIVERSITY

MITERED STONES AT THE CORNER

SLEEVE THROUGH SLAB SEE MECH.

DESCRIPTION:

PRINCETON UNIVERSITY

06 16 00 PWD SHEATHING

0F2A

A.2 (LOBBY) 175'-0"

Fx.9

THICK DASHED LINE INDICATES OUITLINE OF EXTERIOR ENVELOPE; REFER TO EXTERIOR DETAILS

C/L OF GRILLE 05 50 00 METAL FABRICATIONS 2"X2" HORIZ. STEEL ANGLE -3' C.C.

1'-6"

05 50 00 METAL FABRICATIONS STEEL ANGLE POSTS @ 3' C.C. 2"X2" BACK TO BACK STEEL ANGLES WELDED TO CONT. C.I.P. STEEL ANGLE

REFER TO EXTERIOR DETAIL DRAWINGS

1/2" SSF1 (06 41 00) ADHERED 05 50 00 ON 3/4" PLYWOOD (06 16 00),METAL FABRICATIONS ON 7/8" HAT CHANNEL 2"X2" HORIZ. STEEL ANGLE ON 1 5/8" STUD FRAMING

05 50 00 METAL FABRICATIONS THICK 2"X2" DASHED LINESTEEL INDICATES HORIZ. ANGLE OUITLINE OF EXTERIOR ENVELOPE; REFER TO EXTERIOR DETAILS 1'-4"

1/4"

IMP1

CONT. SEALANT ON BACKER ROD

SECTION DETAIL- HEAD DETAIL AT WINDOW BOXES 'TYPE 1' AND 'TYPE 3' 7 THICK DASHED LINE INDICATES EXTENT OF EXTERIOR DETAILS; 3" = 1'-0"

1'-7"

CTOR

Bench Details

PROJECT PHASE:

ISSUED FOR BID

PAINT FINISH

WALL FINISH

MIRROR WHERE NOTED

PAINT FINISH MIRROR WHERE NOTED

METAL MESH PANEL(IMP2) t/o CONC SLAB VARIES 1/8" PAINTED STEEL ANGLE BASE (STL2) 4"

RESILIENT BASE (RB1)

METAL LAMINATE BASE (MLAM) RESILIENT BASE (RB1) FLOORING (RAF3) RESILIENT ATHLETIC FLOORING (RAF1&2) LISHED POLISHED NCRETE FLOOR RESILIENT BASE (RB1) AT RESILIENT ATHLETICGENERAL FLOORING NOTE: (RAF3) CF1) CONCRETE FLOOR STL1 VARIES DEPENDING ON WALL FINISH ASSEMBLY

VAPOR RETARDER GENERAL NOTE: t/o CONC SLAB VARIES FLOOR FINISH - REFER TO RESILIENT ATHLETIC RESILIENT ATHLETIC ENT BASE (RB1&RB2) AT RESILIENT FLOORING (RAF1&2&4) DEPRESSION FOR WOOD ATHLETIC FLOORING STL2ATHLETIC VARIES DEPENDING ON WALL FINISH ASSEMBLY FLOORING (RAF1&2) FINISHES SCHEDULE AND PLAN FLOORING (RAF1&2&4) - REFER TO PLANS FOR WALL FINISH ASSEMBLY TYPE. FORMAT TILE BASE T ATHLETIC FLOORING LARGE (RAF1&2) RESILIENT BASE (RB1&RB2) ATHLETIC FLOORING (RAF1&2&4) VENTED BASE AT AT RESILIENT WOOD ATHLETIC FLOORING (WAF2)

9/32" 5/16"

TL02

SSF1

SSF2

WALL TILE

TL01

FLOOR FINISH - REFER TO MacMillan Building, Princeton, NJ 08540 FLOOR FINISH - REFER TO FINISHES SCHEDULE AND PLAN t/o CONC SLAB VARIES FINISHES SCHEDULE AND PLAN ARCHITECT COVE TILE (TL01) DIGSAU 340t/o N CONC 12th Street, Suite 421 t/o CONC SLAB VARIES SLAB VARIES t/o CONC SLAB VARIES Philadelphia, PA 19107

WAF

MJMA

15/32" 15/32"

FINISHES SCHEDULE AND PLAN ON MSV 3C1, Canada Toronto, STEEL ANGLE BASE (STL2) AT METAL PANEL(IMP2) STEEL ANGLE BASE (STL1)MESH AT METAL PANEL WALL (IMP1) RESILIENT BASE (RB1) AT RESILIENT ATHLETIC FLOORING (RAF3) LANDSCAPE James Corner t/o Field Operations CONC t/oSLAB CONCVARIES SLAB 475 10th Avenue, 9th Floor New York, NY

Sim

BAS

RB1 RB2 ALUM WOOD PANEL (WD3&WD5) 2" WOOD PANEL (WD3&WD5) VENT CIVIL ENGINEERING PAINT FINISH VENT WALL FINISH WALL FINISH Langan ME METAL PANELSM(IMP1) MLAM STEEL ANGLE BASE (STL1) AT METAL MESH PANEL(IMP2) STEEL ANGLE BASE (STL2) METAL MESH PANEL(IMP2) TRANSITION DETAIL 300AT Kimball Drive, 4th Floor METAL PANELS (IMP1) RESILIENT (RB1&RB2) WALL TILEBASE (TL10 & TL12 & TL13)AT RESILIENT ATHLETIC FLOORING (RAF1&2&4) MIRROR WHERE NOTED Parsippany, NJ STL1 DEPRESSION FOR WOOD ATHLETIC FLOORING LARGE FORMAT TILE BASE TILE BASE COVE TILE BASE STATIC DISSIPATIVE FILM (SDF1) TO EPOXY COATED FLOOR (EPCF2) METAL MESH WALL PANEL(IMP2) METAL MESH PANEL(IMP2) STL2 RUBBER FLOORING TRANSITIONS : TYP DETAILS F-K FLOORING TRANSITIONS : TYP DETAIL L-O WOOD ATHLETIC FLOOR T ALIGN COVE TILE BASE TO MATCH THE STORMWATER ALIGN TL01 TRANSITION DETAIL Q ADJACENT FLOOR TILES SIZE & COLOR Nitsch 1/8" PAINTED STEEL ANGLE BASE (STL2) EPFC RESILIENT BASEANGLE (RB1&RB2) 1/8" PAINTED STEEL BASE (STL2) 2 Center Plaza, Suite 430 WOOD ATHLETIC FLOORING (WAF2) WOOD PANEL (WD3&WD5) CSLR1&PCF1&EPFC1 ALUMINUM BASESDF1 (ALUM) ALUMINUM BASE (ALUM) 1/8" PAINTED 1/8" STEEL PAINTED STEEL ANGLE BASE (STL2) TO MATCH WALL COLOUR ANGLE BASE(STL1) Boston, MA 1/8 TO CONCRETE SEALER (CSLR1) RAF1/2 RAF2&1&EPCF2 1/8" PAINTED STEEL ANGLE BASE(STL1) VARIES

2 1/8"

3 t/o CONC SLAB VARIES t/o CONC SLAB VARIES STEEL ANGLE BASE (STL2) A910 AT METAL MESH WALL PANEL(IMP2)

1" FILLER AT PERIMETER

1/2"

STRUCTURAL ENGINEERING LERA SCHLUTER SCHIENE 40 Wall Street, 23rd FloorSTRIP TRANSITION RESILIENT ATHLETIC New York, NY FLOOR FINISH - REFER TOALIGN FINISHES FLOORING (RAF1&2&4) SCHEDULE AND PLAN 1/8" PAINTED STEEL ANGLE BASE (STL2) Sim FLOOR FINISH - REFER FINISHES MEP/FP ENGINEERING t/o CONCTO SLAB VARIES 3 Vanderweil SCHEDULE AND PLAN 101 Grovers A910 t/o CONC SLAB VARIESMill Road t/o CONC SLAB VARIES EDGE OF WAF 2 IMP1 WAF2 Lawrenceville, NJ 4"

MAT1

1/2"

PCF1

METAL PANELS (IMP1)

INSTALL RAF AND ANGLE TRIM AND TROWEL EPFC2 UP TO ANGLE -FLUSH.

METAL MESH PANEL(IMP2) WALL TILE (TL10 & TL12 & TL13) COVE TILE (TL01) ANODIZED ALUMINUM ANGLE TRIM (SCHLUTER SCHIENE) COVE TILE BASE TO MATCH THE ADJACENT FLOOR TILES SIZE & COLOR POLISHED CONCRETE1/8" FLOOR PAINTED STEEL ANGLE BASE (STL2) 1/8" PAINTED STEEL ANGLE BASE (STL1) (PCF1) WELD ON SITE t/o CONC SLAB VARIES t/o CONC SLAB VARIES COVE TILE (TL01)

EPFC

3/4"

WALL TILE

TYPICAL FLOOR BASE DETAILS 6" = 1'-0"

COVE TILE (TL01) RIER-FREE WALL TILE (TL10&11) ON RAMP ER TO MP) E(RB1&RB2) AND PLAN COLOUR CONT TRIM FLOOR TILE (TL01)

EPFC

t/o CONC VARIES FLOOR FINISH REFER TO SLAB FLOOR TILE -(TL01) 425 Adelaide Street West, Level 6 STEEL ANGLE BASE (STL2) AT METAL MESH PANEL(IMP2)

STEEL ANGLEATHLETIC BASE (STL1) AT METAL MESH PANEL(IMP2) COVE TILE BASE METAL LAMINATE BASE (MLAM) AT RESILIENT FLOORING (RAF3)

TILE BASE

WALL TILE

PCF1/CLSR1

TILE BASE W/ COVE

RING (RAF1&2) TO TYP. DETAILS A-D CSITIONS 1) @ ROOM:A01E ) COVE TILE BASE TO MATCH THE ADJACENT FLOOR TILES SIZE & COLOR

SEAL AT SLAB STEP

1/4"

1/4" 1/8"

NSITION DETAIL G WALL TILE(RAF3) (TL10 & TL12(RAF1&2) & TL13) (ALUM) AT RESILIENT ATHLETIC FLOORING ESILIENT ATHLETIC FLOORING

WAF2

t/o CONC FLOOR FINISH TO SLAB VARIES t/o CONC SLABBASE VARIES FLOOR FINISH - REFER TO - REFER STEEL ANGLE (STL1) AT METAL MESH PANEL(IMP2) FINISHES FINISHES SCHEDULE ANDSCHEDULE PLAN AND PLAN

t/o CONC SLAB VARIES t/o CONC SLAB VARIES

TL02

t/o CONC SLAB VARIES FLEXIBLE SEALANT

EPCF1

PAINTED STEEL ANGLE BASE (STL1) FLOOR1/8" FINISH - REFER TO FINISHES SCHEDULE WELDAND ON PLAN SITE t/o CONC SLAB SLAB VARIES t/o CONC VARIES

t/o CONC SLAB VARIES t/o CONC SLAB VARIES t/o CONC SLAB VARIES

METAL MESH PANEL(IMP2)

(SCHLUTER RENO-V) FLEXIBLE SEALANT SET INTO EPOXY COATING

t/o CONC SLAB VARIES t/o CONC SLAB VARIES

FLOORING (RAF3)

SCHLUTER JOLLY

RESILIENT BASE AND (RB1&RB2) FINISHES SCHEDULE PLAN TO MATCH WALL COLOUR

1/4"

MANUFACTURER t/o CONC SLAB VARIES TRANSITION RECOMMENDED

1/4"

OR FINISH - REFER TO SHES SCHEDULE AND PLAN ALUMINUM BASE (ALUM)

RESILIENT ATHLETIC FLOORING (RAF3) FLOOR FINISH - REFER TO CONT TRIM FLOOR TILE- (TL01) FINISHES SCHEDULE AND PLAN t/o CONC SLAB VARIES

SDF1 EPFC2 FLEXIBLE SEALANT CONT TRIM RESILIENT ATHLETIC JOLLY FLOOR FINISH - REFER TO ADJUSTABLESCHLUTER RAMP FLOORING (RAF1&2&4)

1/8" PAINTED STEEL ANGLE BASE (STL2)

RAF4

SDF1

METAL PANELS (IMP1)

TRANSITION DETAIL P & TL13) WALL TILE (TL10 & TL12 FLOORING (TL2) TO BASE (STL2) 1/8"STEEL PAINTED STEEL ANGLE 1/8"TILE PAINTED ANGLE BASE(STL1) FLOOR FINISH - REFER TO EXISTING WOOD ATHLETIC FLOORING FINISHES SCHEDULE AND PLAN COVE TILE BASE TOCLIENT MATCH THE Princeton University ADJACENT FLOOR TILES SIZE & COLOR RESILIENT ATHLETIC Department of Facilities

SCHLUTER JOLLY

RESILIENT BASE (RB1)

RAF3

MAT

1/8" PAINTED STEEL ANGLE BASE (STL2)

METAL MESH PANEL(IMP2) WALL TILE (TL10 & TL12 & TL13)

TILE BASE W/ COVE

RESILIENT (RB1&RB2) WOODBASE ATHLETIC

t/o CONC SLAB VARIES METAL MESH PANEL(IMP2) RESILIENT BASE (RB1&RB2) AT(STL2) RESILIENT ATHLETIC FLOORING (RAF1&2&4) STEEL ANGLE BASE AT METAL MESH WALL PANEL(IMP2)

METAL MESH WALL PANEL(IMP2)

1/8" PAINTED STEEL ANGLE BASE (STL1) DEPRESSION FOR TILE FLOORING WELD ON SITE METAL LAMINATE BASE (MLAM) COVE TILE BASE TO MATCH THE TRANSITION DETAIL L ADJACENT FLOOR TILES SIZE & COLOR POLISHED CONCRETE FLOOR (PCF1) 1/8" PAINTED STEEL ANGLE BASE (STL1) TO ENTRANCE FLOOR GRILLE (MAT1) FLOOR FINISH - REFER TO METAL MESH PANEL(IMP2) WELD ON SITE FINISHES SCHEDULE AND PLAN WALL TILE COVE TILE(TL10&11) (TL01)

WALL TILE (TL10&11) CONT TRIMFINISH TO MATCH WALL(WAF2) COLOUR WALL TILE (TL13) FLOORING PAINT

MIRROR WHERE NOTEDFLOORING (RAF1&2&4) XIBLE SEALANT RB1)

PAINT FINISH

RAF1

RAF2

STEEL ANGLE BASE (STL1) AT METAL MESH PANEL(IMP2)

ALUMINUM BASE (ALUM) AT RESILIENT ATHLETIC FLOORING (RAF1&2) 10"

RESILIENT BASE (RB1&RB2)

E BASE (MLAM) AT RESILIENT ATHLETIC FLOORING (RAF3) TO MATCH WALL COLOUR LL TILE (TL13)

VARIES

t/o CONC SLAB VARIES

1/8" PAINTED STEEL ANGLE BASE (STL2)

13/32"

t/o CONC SLAB VARIES

PAINT FINISH DEPRESSION FOR ENTRANCE FLOOR VENTED COVE BASE RESILIENT BASE (RB1) AT RESILIENT ATHLETIC FLOORING (RAF3) GRILLE

ANSITION DETAIL F NT TRIM FLOORING (RAF2) HLUTER JOLLY ED FLOOR WALL FINISH (EPFC2) RESILIENT ATHLETIC

EXG WAF

1/4"

ALUMINUM BASE (ALUM) AT POLISHED CONCRETE FLOOR (PCF1)

TL02

METAL MESH PANEL(IMP2) RESILIENT BASE (RB1&RB2) AT RESILIENT ATHLETIC FLOORING (RAF1&2&4)

t/o CONC SLAB VARIES

1 1/4"

(ALUM) ATHLETIC(RAF3) FLOORING (RAF1&2) RESILIENT ALUMINUM BASE (RB1)BASE AT RESILIENT FLOORING 1/8" ATATHLETIC 1"RESILIENT

t/o CONC SLAB VARIES

3/4"

1/4"

SE (ALUM) AT POLISHED CONCRETE SILIENT ATHLETIC FLOORING (RAF3)FLOOR (PCF1) t/o CONC SLAB VARIES

CSLR

FLOOR FINISH - REFER TO FINISHES t/o CONC SLAB VARIES SCHEDULE AND PLAN STEEL ANGLE BASE (STL2) AT METAL MESH WALL PANEL(IMP2) t/o CONC SLAB

METAL MESH PANEL(IMP2)

t/o CONC SLAB VARIES

SCHLUTER SCHIENE TRANSITION STRIP

1/8" FRAME

PAINT FINISH

PCF1

FLOORING (RAF1&2&4)

TILE BASE W/ COVE

LE TRIM RESILIENT ATHLETIC P TOFLOORING (RAF3)

FLO

t/oTO CONC SLAB VARIES FLOOR FINISH - REFER FINISHES SCHEDULE AND PLAN RESILIENT ATHLETIC

RESILIENT ATHLETIC

RESILIENT ATHLETIC FLOORING (RAF1&2&4)

FLOORING (RAF1&2) GENERAL NOTE: STL2 VARIES DEPENDING ON WALL FINISH ASSEMBLY - REFER TO PLANS FOR WALL FINISH ASSEMBLY TYPE.

t/o CONC SLAB VARIES - REFER TO PLANS FOR(PCF1) WALL FINISH ASSEMBLY TYPE. MAT1 t/o CONC SLAB VARIES MIRRORPCF1 WHERE NOTED t/oATHLETIC CONC SLAB VARIES RESILIENT 1" FILLER AT PERIMETER FLOORING (RAF3)

CONC SLAB VARIES t/o CONC SLAB t/o VARIES

1/8" PAINTED STEEL ANGLE BASE (STL2) WOOD ATHLETIC FLOOR TRANSITIONS : TYP DETAILS P-Q

FLOORINGRESILIENT TRANSITIONS : TYP DETAIL L-O ATHLETIC

GENERAL NOTE: STL1 VARIES DEPENDING ON WALL FINISH ASSEMBLY - REFER TO PLANS FOR WALL FINISH ASSEMBLY TYPE.

1/8" PAINTED STEEL BASE (STL1) FLOOR FINISH - REFER TOANGLE FINISHES

STEEL ANGLE BASE (STL2) AT METAL MESH WELD AND WALL ON SITE SCHEDULE PLANPANEL(IMP2)

PERIMETER TRIM AS SPECIFIED

1/4"

ETAILS F-K

RESILIENT BASE (RB1&RB2) TO MATCH WALL COLOUR

RESILIENT BASE (RB1&RB2) ALUMINUM BASE (ALUM) TO MATCH WALL COLOUR

MIRROR

t/o CONC SLAB VARIES

7/16"

ALUMINUM BASE (ALUM) ALUMINUM BASE (ALUM)

UMINUM BASE (ALUM)

WALL TILE

RESILIENT ATHLETIC FLOORING (RAF3)

LL FINISH

ASE (MLAM)

TL02

EXG WAF

9/32" 5/16"

4 13/16" 5 7/16"

1/4"

WALL TILE

1/4"

5'-0"

15'-0"

1/8"

14'-8"

1/4"

13/32"

B.5

3/4"

1/4"

15/32"

15/32" 15/32"

3/4"

2 1/8"

7/16"

2 1/8"7/16" 1/4"

15/32"

15/32" 15/32"

7/8"

1/4"

1 1/4"

1/8"

1/4"

13/32"

1/4"

7/16"

9/32" 5/16"

1/8"

2'-0"

2'-0 1/2"

4'-4"

6'-1 1/2"

1/4"

3'-7"

1/4"

1 1/4"

13/32"

1/4"

1/4" 1 1/4"

9/32" 5/16"

7'-0"

1/4"

1/8"

9/32" 5/16"

8'-0"

3/4"

1/4"

3/4"

1/4"

43" TO CENTER

1/8"

1 1/4"

3/4"

1/4"

13/32"

1/2"

WOOD ATHLETIC FLOOR TRANSITIONS : TYP DETAILS P-Q

1/4" 1"

1/2"

Base Details MATERIAL LEG

1/4"

TILE BASE W/ COVE

1/8"

1/4"

3/4"

1/4"

8'-0" 6'-7" 4"

1/4"

13/32" 8'-5"

5/16"

9/32"

1 1/4"

1/4" 13/32"

1/4"

1 1/4"

2 1/2"

1 1/4"

1/2" 1/4"

1/4"

1/4" 13/32"

1 1/4"

5/16"

1/4" 13/32"

1 1/4"

9/32"

5/16"

9/32"

1/4"

FLOORING TRANSITIONS : TYP DETAIL L-O

1/4"

FLOORING TRANSITIONS : T

1/4" 1"

RUBBER FLOORING TRANSITIONS : TYP B.5DETAILS F-K

1/4"

FLOOR FINISH - REFER TO 1/8" FRAME FINISHES SCHEDULE AND PLAN 1/8" 1" CLIENT 1/8" PAINTED STEEL ANGLE BASE(STL1) Princeton University Department of Facilities IMP1 t/o CONC SLAB VARIES t/o CONC SLAB VARIES MacMillan Building, Princeton, NJ 08540

3/4"

TILE BASE W/ COVE

1/8"

TILE FLOORING TRANSITIONS : TYP. DETAILS A-D

RESILIENT ATHLETIC FLOORING (RAF1&2)

13/32"

WD2 FL FIN WD3 WD5 CONC SLAB t/o CONC SLAB VARIES FLOOR FINISH - t/o REFER TO VARIES WD6 t/o FINISHES CONC SLAB VARIESAND PLAN SCHLUTER t/o CONCJOLLY SLAB VARIES SCHEDULE t/o CONC SLAB VARIES WD7 BELOW THRESHOLD TKS1 FLEXIBLE SEALANT ARCHITECT DEPRESSION FOR ENTRANCE FLOOR IMP1 t/o CONC SLAB VARIESLIGHTING t/o CONC SLAB VARIESTL02 t/o CONC SLAB FLOOR VARIES FLOOR FINISH - REFER TO FINISH - REFER TO PCF1/CLSR1 RAF1/2 RAF2&1&EPCF2 ETIC FLOOR FINISH - REFER TO FINISHES DIGSAU GRILLE FLOOR FINISH - REFER TO FINISHES The Lighting Practice FLOORAND FINISH - REFER TO IMP2 FLOOR TILE (TL01) FINISHES SCHEDULE AND PLAN FINISHES SCHEDULE PLAN G&2&4)FLOOR FINISH - REFER TO SCHEDULE AND PLAN 340 N 12thSCHEDULE Street, Suite 421 PCF1 MAT1 IMP4 SCHEDULE AND PLAN DEPRESSION FOR TILE FLOORING 600 Chestnut St, Suite 772 FINISHES AND PLAN FINISHES SCHEDULE AND PLAN Philadelphia, PA 19107 STEEL TRANSITION DETAIL A Philadelphia, PA STEEL ANGLE BASE (STL2) AT WOOD WALL (WD3&WD5) TILE BASE COVE TILE BASE STEEL ANGLE BASE (STL1) AT METAL PANEL WALL (IMP1) ANODIZED ALUMINUM ANGLE INSTALL RAF AND ANGLE TRIM ALUMINUM BASE (ALUM) AT POLISHED CONCRETE FLOOR (PCF1) ALUMINUM BASE (ALUM) AT RESILIENT ATHLETIC FLOORING (RAF1&2) RESILIENT BASE (RB1&RB2) AT RESILIENT ATHLETIC FLOORING (RAF1&2&4) STN TRANSITION DETAIL F TRANSITION DETAIL L TILE FLOORING (TL02) TO 1" FILLER AT PERIMETER TRIM (SCHLUTER SCHIENE) AND TROWEL EPFC2 UP TO t/o CONC SLAB t/o CONC SLABt/oVARIES AWP MJMA RESILIENT ATHLETIC FLOORING (RAF1) TO RESILIENT POLISHED CONCRETE FLOOR (PCF1) t/o CONC SLAB VARIES t/oCONCRETE CONC SLAB FLOOR VARIES (PCF1) & t/o CONC VARIES SLAB VARIES ATHLETIC FLOORING (RAF2) CONC SLAB VARIES t/o CONC SLAB VARIES CLIMATE ENGINEER POLISHED t/o CONC SLAB VARIES ANGLE -FLUSH. 425 Adelaide Street West, Level 6 TILE TRANSITION & EPOXY COATED (EPFC2) TO ENTRANCE FLOOR GRILLE (MAT1) ANSITION DETAIL H TRANSITION DETAIL FLOOR N AWP Transsolar CONCRETE SEALER (CSLR1)TRIM - REFER TO 1/8" FRAME 220 East 23rd Street, SPEC (SCHLUTER SCHIENE) STEEL COVE TILE BASE ANGLE BASE STATIC DISSIPATIVE FILM (SDF1) TO CONCRETESTEEL SEALER (CSLR1) , (STL1) AT METAL PANEL WALL (IMP1) Toronto, ON MSV 3C1, Canada E SEALER (CSLR1) PT1 B ANGLE BASE (STL2) B.5 AT WOOD WALL (WD3&WD5) C C.5Suite 403 1/8" 1" New York, NY SDF1 EPFC2 PT2 ED FLOOR (EPCF1) POLISHED CONCRETE FLOOR (PCF1) & EPOXY COATED t/o CONC SLAB VARIES t/o CONC SLABFLOOR VARIES(EPFC1) TL02 LANDSCAPE 26'-9 1/2" RAF2 EPCF1 @ A01E PT3 James Corner Field Operations L02 RAF2 @ A01D BUILDING ENVELOPE + SUSTAINABILITY ADJUSTABLE STEEL ANGLE BASE (STL1) AT METAL MESH PANEL(IMP2) STEEL ANGLE BASE (STL2) ATRAMP METAL MESH PANEL(IMP2) ALUMINUM ANGLE STEEL ANGLE BASE (STL2) AT Tomasetti WOOD WALL (WD3&WD5)MATERIAL LEG TILE BASE COVE TILE BASE STEEL ANGLE BASE (STL1) AT METAL PANEL WALL (IMP1) ENT ATHLETIC FLOORING (RAF1&2&4) ME 475 10th Avenue, 9th Floor TL10 STEEL ANGLE BASE (STL2)ANODIZED AT METAL MESH WALL PANEL(IMP2) Thornton WALL TILE (TL10 & TL12 & TL13) TRANSITION THRESHOLD WIDTH 096466/057000 TRIM (SCHLUTER SCHIENE) New York, NY EPCF1 WAF2 51 Madison Ave TL11 WALL TILE (TL13) APPLY SCREED LOCALLY TO (SCHLUTER RENO-V) TO ALIGN WITH IMP1 DETAILS 1/4" STEELP-Q PRE-FORMED,New PREFINISHED York, NY APPLY SCREED LOCALLY TO OORING TRANSITIONS : TYP DETAILS FLOORING TRANSITIONS : TYP DETAIL L-O WOOD ATHLETIC FLOOR TRANSITIONS : TYP TL12 BRING RAF FINISH UP TO FLUSH. F-K IMP1 FLOOR SET INTO EPOXY COATING COVE TILE BASE TO MATCH THE WALL TILE (TL10&11) CIVIL ENGINEERING CLADDING VENTED THRESHOLD W/ 1/4" BRING RAF FINISH UP TO FLUSH. DEPRESSION F REFER TO CONTROL PLANS TL13 SEAL AT SLAB STEP ADJACENT FLOOR TILES SIZE & COLOR Langan WD3 ACOUSTICAL AV, IT, SECURITY REFER TO CONTROL PLANS PCF1 POLISHED CON DRILLED VENT HOLES @ 6" O.C. GRILLE CONT TRIM GL B 300 Kimball Drive, 4th Floor t/o CONC SLAB VARIES t/o CONC SLAB VARIES WOOD PANEL (WD3&WD5) DEPRESSION FOR TILE FLOORING Shen Milsom & Wilke RAF3 EXG ALL FASTNERS TO COUNTERSUNK + t/o CONC SLAB VARIES CONT TRIM SCHLUTER JOLLY 1/8 Parsippany, NJ MIRR 417 Fifth Avenue CSLR1 CONCRETE SEA RAF1/2 RAF2&1&EPCF2 METAL MESH PANEL(IMP2) SCHLUTER JOLLY COLOUR RAMP SET INTO MORTAR ANODIZED ALUM BARRIER-FREE TRANSITION DETAIL A New York, NY CERAMIC TILE METAL PANELS (IMP1) PCF1 MAT1 MA Sim 4 4.6 6x 4.6 4 5x & TL12 & TL13) STORMWATER MATCHED TO THRESHOLD 7'-11" TRANSITION DETAIL COVE TILE (TL01) BED TO COMPLETELY TRANSITION RAF1 RESILIENT ATH TILECOMPLIANT FLOORING (TL02) TORAMP 7'-11"F 7'-11" ON RAF THINSET MORTAR 3 INSTALL AND ANGLE TRIM RIER-FREE FLEXIBLE SEALANT FLOOR VERTICAL TRANSPORTATION SCHLUTER(RAF1) SCHIENETO RESILIENT RESILIENTNitsch ATHLETIC FLOORING FLOORING (RAF2) TL02 ATHLETIC EXG WAF POLISHED OR SEALED (SCHLUTER RENO RAMP)& FLEXIBLE SEALANT CONCRETE FLOOR (PCF1) A910 1" FILLER POLISHED AT PERIMETERFLOORING AND TROWEL EPFC2CONTROL UP TO ON CRACK ON RAMP 2 Center Plaza, Suite 430 RUBBER TRANSITIONS : BOARD TYP DETAILS1/8"F-K TRANSITIONS : TYP DETAIL L-O ATHLETIC FLOOR TRANSITIONS P-Q Van Deusen RESILIENTFLO ATH TRANSITION STRIP ALIGN TO MATCH THE FLOORING PLAN DETAIL FLOOR TRANSITION - WOOD VENTED THRESHOLD AT LEVEL C STUDIOS : TYP DETAILS & EPOXY COATED FLOOR (EPFC2) ANGLE PAINTED STEEL ANGLE BASE (STL2) PCF1 RAF2 POLISHED CONC CONCRETE SEALER (CSLR1) WD3 Boston,- MA ON-FLUSH. THINSET MP) 120 Eagle Rock Ave, Suite 310 4 TO FL WD3 WD3 1/8" FRAME FLOOR FINISH - REFER FLOOR TILE (TL01) R TILES SIZE & COLOR FLOOR FINISH - REFER TO 1/8" PAINTED ANGLE BASE (STL2) 1/2"STEEL = 1'-0" East Hanover, NJ RAF3 RESILIENTPCF1 ATH NOTE FIN NG 1/8" 1" FINISHES SCHEDULE AND 1 PLAN FINISHES SCHEDULE AND PLAN STRUCTURAL ENGINEERING t/oDETAILB CONC SLAB VARIES t/o CONC G SLAB VARIES t/o CONC SLAB VARIES CSLR1 SEAL t/o CONC SLAB VARIES t/o CONC SLAB VARIES TRANSITION TRANSITION DETAIL TRANSITION DETAIL M 1/8" PAINTED STEEL ANGLE BASE(STL1) B.O. BEAM B.O. BEAM B.O. BEAM CONCRETE SDF1 EPFC2 LERA CSLR1 CODE & ACCESSIBILITY RAF1/2 TILE RAF2&1&EPCF2 RAF4 RESILIENT ATH FLOORING (TL02) TO RESILIENT ATHLETIC FLOORING (RAF1&2) TO DISSIPATIVE FILM (SDF1) TO EPOXY COATED FLOOR (EPCF2) 190'-0" STATIC 190'-0" 1. R RAF2 EPCF1 @ A01E 3'-11" 4'-0" 3'-6" 40 Wall Street, 23rd Floor PCF1TL02 MAT1 RAF2 @ A01D t/o190'-0" Jensen Hughes 3'-10" 3'-9" 3'-10" CONC SLAB VARIES t/o CONC SLAB VARIES t/o CONC SLAB VARIES PCF1 SEALER MAT1 (EPFC 1) @ ROOM A01E RESILIENT ATHLETIC FLOORING (RAF2) @ ROOM A01D CONCRETE RAF1 RESILIENT ATHLE EDGE OF FINISH BEYONDADJUSTABLE ) SPEC New York, NY RAF1 CL RAMP 30 S 15th Street MAT1 ENTRANCE FLO ANODIZED ALUMINUM ANGLE ZED ALUMINUM ANGLE INSTALL RAF AND ANGLE TRIM TL02 PCF1 ALIGN THRESHOLD WITH FINISH SCHLUTER SCHIENE TL02 EXG WAFSCHLUTER SCHIENE TL02 EXG WAF 2. Pri A Philadelphia, PA 1" FILLER ATAND PERIMETER TRANSITION IMP2a EPFC2 UP IMP2a IMP2a 1" FILLER AT PERIMETER SCHLUTER SCHIENE) TROWEL TO TRIM (SCHLUTER SCHIENE) MEP/FP ENGINEERING De TILE TRANSITION TRIM - REFER DEPRESSION RAF2 RAF2 SDF1 RESILIENT ATHLE TRANSITION STRIP SDF1 CSLR1&PCF1&EPFC1 TRANSITION STRIPTO FINISHES STATIC-DISSAP APPLY SCREED LOCALLY TOFOR ENTRANCE FLOOR AND Ma ANGLE -FLUSH. (SCHLUTER RENO-V) FLOOR FINISH REFER STL1) 096466 FLOOR FINISH - REFER TO 1/8"RAF1&2 IMP1 GRILLE L02 RAF1&2 CSLR1 & EPCF1 1) TO 1/8" SPEC (SCHLUTER SCHIENE) HERITAGE FRAME APPLY SCREED LOCALLY TOVanderweil FRAME BRING NOTE SCHEDULE AND PLAN SET INTOJoseph EPOXY FINISHES SCHEDULE AND PLAN RAF FINISH UP TO FLUSH. AR DEPRESSION FOR TILE FLOORING 101 Grovers Mill Road RAF3 CONT. TIMBER BLOCKING A02A K. COATING Oppermann Architect, P.A.EPFC1 1/8" 1" EPOXY FLOORI RAF3 RESILIENT ATHLE BRING RAF FINISH UP TO FLUSH. REFER TO CONTROL PLANS 1/8"SLAB 1" VARIES 3. DIG AL CONC t/o CONC SLAB VARIES t/o CONC VARIES Lawrenceville, NJ LARGE FORMAT TILE BASE TILE BASE COVEA02 TILE BASE STEEL A IMP4 North IMP4SLAB 539 Trade Street ELEVATORt/o LOBBY ANSITION DETAIL J ES t/o CONC SLAB VARIES RAMP SET INTO MORTARt/o CONC SLAB VARIES ANODIZED ALUM BARRIER-FREE TRANSITION DETAIL F TRANSITION DETAIL L REFER TO CONTROL PLANS 4. 340 AL RAF4 Winston-Salem, NC 096466/057000 Ph EPFC2 EPOXY FLOORI STR6 CARDIO/PAW TRANSITION DETAIL P TILE TRANSITION TRIM - REFER EHLETIC SEALER (CSLR1) IMP2a TRANSITION DETAIL O IMP2a t/o CONC SLAB VARIES IMP2a BED TO BE COMPLETELY t/o CONC SLAB VARIES COMPLIANT TRANSITION RAMP STRIPSLAB VARIES t/o CONC t/o(RAF1) CONC SLAB VARIES FLOORING TO RESILIENT ATHLETIC FLOORING (RAF2) POLISHED CONCRETE FLOOR (PCF1) RAF4 RESILIENT ATHLE LIGHTING ZINC DEVIDER NOTE FLOOR FINISH - REFER TO 5 7/16" 4 13/16" 1/4" STEEL PRE-FORMED, PREFINISHED TILE FLOORING (TL2) TO TO SPEC (SCHLUTER SCHIENE) STAIR t/o CONC SLAB VARIES POLISHED OR SEALED (SCHLUTER RENO RAMP) FLOOR GRILLE (MAT1) MJ ED FLOOR (EPCF1) & EPOXY COATED FLOOR FLOOR (EPFC2) TOTO ENTRANCE RESILIENT ATHLETIC FLOORING (RAF3) EXISTING The Lighting Practice MAT1 IMP5 MOBILITY TYPICAL BASE DETAILS FINISHES SCHEDULE TL01 TILE AND PLAN 5. 425 PT EXISTING WOOD ATHLETIC VENTED THRESHOLD W/ 1/4" WD3 FLOORING 1 ALIGN THRESH. W/ FINISH BEYOND 600 Chestnut St, Suite 772 FLOORt/o CONC SLAB VARIES WSP USA FLOO IMP2a 6" = 1'-0" t/o CONC SLAB VARIES t/o CONC SLAB VARIES 6. Tor PT DEPRESSION FOR ENTRANCE FLOOR DRILLED VENT HOLES @ 6"2000 O.C.Lenox Drive, 3rd Floor MAT1 TL02IMP1 ENTRANCE IMP2a IMP2a IMP2a Philadelphia, PA SDF1 IMP5 TILE SDF1 EPFC2 GRILLE 10 14 00 CHO LAIM ALL FASTNERS TO COUNTERSUNK + COLOUR Lawrenceville, NJ 08648 C15D.41 DEPRESSION FOR ENTRANCE FLOOR RAF2 EPCF1 @ A01E IMP5- METAL SIGNAGE Jam t/o CONC SLAB VARIES t/o CONC SLAB VARIES DEPRESSION FOR TILE FLOORING SDF1 STATIC-DISSAPA ELEVATOR CLIMATE ENGINEER IMP2a 7.STO PT MATCHED TO THRESHOLD FLUSH TRANSITION TILE WALL (WD3&WD5) SSF1 SINTEREDEPFC1 475 ADJUSTABLE RAMP GRILLE STEEL ANGLE BASE (STL2) ATATWOOD COVE TILE BASE 10 14 00 ANGLE BASE (STL1) AT METAL PANEL WALL (IMP1) CALLSTEEL BUTTONS PANEL GAP ALIGNED Transsolar IMP4 StudioIMP4 Ne Gehl Inc. CHO IMP5- METAL SIGNAGE PANEL TRANSITION TRANSITION DETAIL F TRANSITION DETAILDEPRESSION L TO RAILING FOR23rd TILE FLOORING EPCF1 WAF2 220 East Street, Suite 403 EPFC2 IMP5 096466 TRANSITION EPOXY FLOORIN 395DETAIL Hudson P Street, 8th Floor EPFC1SSF2 AND HEADER PANELS SINTERED SUPPORT 8.STO RB (SCHLUTER RENO-V) RESILIENT ATHLETICJAMBS FLOORING (RAF1) TO RESILIENT ATHLETIC FLOORING (RAF2) POLISHED CONCRETE FLOOR (PCF1) CIV NG TILE TRANSITION TRIMNY - REFER TO New York, TILETIMBER FLOORING (TL2) TO New York,DETAIL NY 10014 TILE FLOORING TRANSITIONS : TYP. DETAILS A-D FLOORING FLOORING DISCONTINUOUS TRANSITIONS :BLOCKING TYP L-O Lan STL1 SET INTO EPOXY COATING 2" EPOXY 1/2"TILE 1/2" FLOORING & COATED FLOOR (EPFC2)2" TORUBBER ENTRANCE FLOOR GRILLE (MAT1) TRANSITIONS : TYP DETAILS F-K 9. RB DEPRESSION FOR ALLY FEATHERED STL1 1/4" 1/4" STL1 TL01 TRANSITION DETAIL L H. EXISTING ATHLETIC FLOORING SPEC (SCHLUTER SCHIENE) 300 WAF2 WOOD ATHLET VENTING EPFC2 EPOXY FLOORIN TRANSITION P ALLOW WOOD A.2 (LOBBY) A.2 (LOBBY) A.2 (LOBBY) STL2 SEAL AT SLAB STEP 10.PaA EED AS REQUIRED TRANSITION DETAILB TRANSITION DETAIL GDETAIL N DETAILTO BUILDING ENVELOPE + SUSTAINABILITY TRANSITION DETAIL C CONCRETE TRANSITION DETAIL H TRANSITION TAL MESH PANEL(IMP2) STEEL 2'-2" ANGLE BASE (STL2) ATPOLISHED METAL MESH PANEL(IMP2)FLOOR (PCF1) 175'-0" 175'-0" 175'-0" IMP2a 3'-10" 4" t/o CONC SLAB VARIES CONC SLAB 1'-7" VARIES t/o CONC SLAB VARIES TILETO FLOORING (TL2) TO Thornton Tomasetti TL02 UNLE SDF1 TILE FLOORINGt/o(TL02) TO TILEGRILLE FLOORING (TL02) TOTOEPFC2 RESILIENT ATHLETIC FLOORING (RAF1&2) STATIC DISSIPATIVE FIL STATIC DISSIPATIVE FILM (SDF1) TO CONCRETE SEALER (CSLR1) , RESILIENT ATHLETIC FLOORING (RAF1&2) CONCRETE SEALER (CSLR1) SHAPE EDGE TO 1/8" OR LESS AT WAF TING FLOOR FINISH DATUM ST TO ENTRANCE FLOOR (MAT1) IMP2aTL02 6'-7" 6'-6 1/2" 2 1/2" 1/2" 1/2" TL01 51 Madison Ave RAF2 ATHLETIC EPCF1 @ A01E (RAF1&2) WOOD ATHLETIC RESILIENT FLOORING 11.NitF TL02 PCF1/CLSR1 RAF1/2 RAF2&1&EPCF2 RESILIENT ATHLETIC FLOORING (RAF2) @ ROOM A01D SEALER (EPFC 1) @ ROOM A01E & EPOXY COATED FLOOR (EPCF1) POLISHEDCONCRETE CONCRETE FLOOR (PCF1) & EXISTING EPOXY COATED FLOOR (EPFC1) FLOORING BASE TILE 2" OWN. New York, NY SSF1 2C WAF2 ADJUSTABLE RAMP ZED ALUMINUM ANGLE MATERIAL LEGEND PCF1 MAT1 IMP2a Sim Bo 59.9 157'-0" T.O. FINISH TRANSITION SCHLUTER SCHIENE) TL02 RB1 TILERUBBER BASE 3 RAF AND ANGLE TRIM ° ANODIZED ALUMINUM ANGLE INSTALL SDF1 EPFC2 EPCF1 WAF2 t/o CONC SLAB VARIES ACOUSTICAL AV, IT, SECURITY SSF2 LEVEL C (SCHLUTER RENO-V) RB2 RUBBER BASE ST SDF1 CSLR1&PCF 1" FILLER AT PERIMETER A910 TRIM (SCHLUTER SCHIENE) AND TROWEL EPFC2 UP TO FLOORING TRANSITIONS : TYP DETAIL L-O WOOD PANEL (WD3&WD5) P-Q SCREED LOCALLY TO Shen Milsom & Wilke FLOOR LE SET INTO EPOXY COATING WOOD ATHLETIC FLOOR TRANSITIONS : TYP DETAILS ALUMINUM BAS IM ANGLE -FLUSH. 157' - 0" SSF1 ALUM TL02 RAF1&2 RAF1&2 CSLR1 & EPCF1 TILE TRANSITION TRIM - REFER TO SINTERED STON RAF FINISH UP TO FLUSH. 40 SSF2 417 Fifth Avenue WAF2 ADJUSTABLE RAMP 2" 1/8" FRAME VENTED1 VENTED COVE SEAL AT SLAB STEP Ne PCF1 POLISHED CONCRETE 03 35 43 (SCHLUTER SCHIENE) TO CONTROL PLANS New York, NY T.O. FINISH VENTED2 VENTED COVE TRANSITION SPEC 1/8" 1" t/o CONC SLAB VARIES156'-11 3/4" 3/4" 156'-10 SLAB VARIES t/o CONC SLAB VARIES3/4" T.O. SLAB IMP2a IMP2a t/o CONCIMP2a EPCF1 RAF3WAF2 EXG t/o CONC SLAB VARIES SLAB VARIES CONC SLAB VARIES RAF4 t/o CONC CSLR1 & EPCF1 ME SSF2t/oMLAM SINTERED STON METAL LAMINAT TRANSITION TRANSITION DETAIL M (SCHLUTER RENO-V) DETAIL G L02 RAF1&2 CSLR1 CONCRETE SEALER 03 30 00 RAMP SET INTO MORTAR ANODIZED ALUM BARRIER-FREE Va VERTICAL TRANSPORTATION RAMP SET INTO MORTAR ANODIZED ALUM BARRIER-FREE STL1 STEEL ANGLE B BAS DEPRESSION FOR WOOD ATHLETIC FLOORING RESILIENT FLOORING (RAF1&2) TO STATIC DISSIPATIVE FILM (SDF1) TO EPOXY COATED FLOOR (EPCF2) 101 SETATHLETIC INTO EPOXY COATING TILE TRANSITION TRIM - REFER Van Deusen IMP2a IMP2a IMP2a BED TO BE COMPLETELY COMPLIANT TRANSITION RAMP PCF1 MAT1 ZINC DEVIDER STRIP BED TO COMPLETELY COMPLIANT TRANSITION RAMP STEEL ANGLE B ALIGN4'-0" Sim CONCRETE SEALER (EPFC 1) @ ROOM Law 3'-5" A01E 4'-0" RAMP SET INTO MORTAR ANODIZED ALUM BARRIER-FREE WAF2 STL2 WOOD ATHLETIC RAF1 RESILIENT ATHLETIC FLOOR 09 65 66 TO SPEC (SCHLUTER SCHIENE) 120 Eagle Rock STEP Ave,C16COR Suite 310 RB1 IMP2 IMP2 3 SEAL AT SLAB POLISHED OR SEALED (SCHLUTER RENO RAMP)

ZINC DEVIDER STRIP FLOOR TILE (TL01)

2 1/8"

3/4"

5 7/16"

1/4"

13/32"

1/4" 4 13/16"

5/16"

1 1/4"

4 13/16"

9/32"

3/4"

5 7/16"

1 1/4"

5 7/16"

2 1/2"

1/2" 1/4"

1/4"

7/16"

15/32"

2'-11" 6'-7"

15/32"

7/16"

15/32"

1/8" 3/4" TOLERANCE

7/8"

2 1/8"

1/8"

7/16"

15/32"

1/8" 3/4" TOLERANCE

2 1/8"

15/32"

1/8"

7/8"

3/4"

DILLON GYMNASIUM EXPANSION

WD-7

WAF TO UNDER LAP SHIM AS REQUIRED NOTES: THRESHOLD BY 3/4" OWNER PROJ #: 10012267 1. REFER TO INTERIOR ELEVATIONS, INTERIOR FINISH SCHEDULE AND DIGSAU PROJ #: 1922 SPECIFICATIONS FOR ADDITIONAL INFORMATION.

TYPICAL FLOOR TRANSITION

Interior Elevations DETAILS

1/8" 3/4" TOLERANCE

2 1/8"

15/32"

1/8"

7/8"

WD-7

15/32"

7/16"

15/32"

5/16"

2 1/8"

DILLON GYMNASIUM EXPANSION 1/8" 3/4" TOLERANCE

WD-7

2" 6" = 1'-0" CLR

9/32"

1/8"

7/8"

1'-6" 3'-6"

1/4"

4 13/16"

2 1/2"

1 1/4"

2 1/2"

1/2" 1/4"

6'-10 1/2"

1/4"

1 1/4"

1/4"

4 13/16" 5 7/16"

13/32" 5/16"

9/32"

2 1/2"

1/2" 1/4"

1/4"

1 1/4"

32"

7'-7 1/2"

13/32" 5/16"

3'-2 1/2"

1/4" 9/32"

1 1/4"

1" 5'-8"

1/4"

13/32"

6'-7"

4'-3 13/16"

6'-7"

3/4"

1/4"

EDGE OF FINISH BEYOND

17'-11 1/4"

1/4"

13/32" 5/16"

1 1/4"

9/32"

1/8"

8'-0"

3/4"

8'-0"

2 1/8"

9/32"

5'-7"

5/16"

1/2"

1 1/4"

5 7/16"

1/4" 4 13/16"

1 1/4"

2 1/2"

1/2" 1/4"

1/4"

6'-7"

1/4"

7/16"

15/32" 15/32"

1/4" 13/32"

1/4"

7'-10"

1/8"

1/4"

3/4"

6'-7"

1/4"

1/2"

3/4"

1/2" 1/4"

1/4"

5'-0"

3/4"

1/4"

2 1/8"

1/4"

15/32" 15/32"

1/8"

3/4"

B.5

1/4" 13/32" 5/16"

9/32" 5/16"

7'-10"

9/32"

1 1/4"

1/4"

7/16"

1/4"

1/4" 13/32"

1 1/4"

5/16"

13/32"

Floor Transition Details

1/8"

1/4"

1/8"

1/4"

1/4" 13/32" 5/16"

1/8"

MATERIAL LEGEND

6" = 1'-0" ETAIL - FLOOR TRANSITION - VENTED THRESHOLD AT LEVEL C STUDIOS 1'-0"

B.5

9/32"

1 1/4"

1/4"

1/8" 3/4" TOLERANCE1/8"

2 1/8"

1/4"

15/32" 15/32"

B.5

1 1/4"

43" TO CENTER

9'-11 1/2"

5/16"

9/32"

3/4"

1/4"

6'-7 1/2"

1 1/4"

East Hanover, NJLOWER LOBBY 3'-10"

3'-9"

9/32" 5/16"

1/8"

1/4"

1/8"

3/4"

6'-7"

9/32"

5/16"

3'-10"

t/o CONC SLAB VARIES

WOOD ATHLETIC FLOOR TRANSITIONS : TYP DETAILS P-Q

1 1/4"

1/8"

BED TO BE COMPLETELY COMPLIANT TRANSITION SCHLUTER SCHIENE TL02 RAMPEXG WAF t/o CONC CSLR1&PCF1&EPFC1 SLAB VARIES POLISHED OR SEALED (SCHLUTER RENO RAMP) TRANSITION STRIP SDF1 t/o CONC SLAB VARIES 13/32"

1/8" PAINTED STEEL ANGLE BASE (STL2)

1/4"

1 1/4" 1/8"

ANODIZED ALUM BARRIER1" FILLER AT PERIMETER FREE COMPLIANT TRANSITION

7/16"

POLISHED OR SEALED (SCHLUTER RENO RAMP) TL01 TILE COVE BAS TRANSITION DETAIL Q RB2LIG C16COR PLAN DETAIL - FLOOR TRANSITION - VENTED THRESH A910 EPFC2 EPOXY BASE t/o CONC SLAB RAF2 RESILIENT ATHLETIC FLOOR 09LOBBY 65VARIES 66 WOOD ATHLETIC FLOORING (WAF2) 4 DEPRESSION FOR ENTRANCE FLOOR The ALUM LOWER 1 1/2" = 1'-0" IMP5 600 t/o CONC SLAB VARIES T.O. SLAB 156'-9 1/2" TO CONCRETE SEALER (CSLR1) GRILLE 2" CODE & ACCESSIBILITY VENTE WD3 Ph t/o CONC SLABFLOOR VARIES BASE RAF3 RESILIENT ATHLETIC 09 65 66 Jensen HughesIMP5 VENTE 4" t/o CONC SLAB VARIES WALL TRANSITION DETAIL A CL 30 S 15th Street MLAM Sim TRANSITION DETAIL M 10 14 00 SUPPORT TO MORTAR ANODIZED ALUM BARRIER-FREE Tra TRANSITION DETAIL F TRANSITION DETAIL L 2" RAF4 2" C15D.45 RESILIENT ATHLETIC FLOOR DEPRESSION FOR 09 65 66 ATHLETIC FLOORING RB1 RUBBER BASE TILE FLOORING (TL02) TO IMP5ELEVATOR 3 METAL SIGNAGE PANEL Philadelphia, PA STL1 ON THINSET MORTARFLOORING (RAF1&2) TO WOOD RESILIENT ATHLETIC STATIC DISSIPATIVE FILM (SDF1) TO EPOXY COATED FLOOR (EPCF2) TL02 PCF1 WD2 DLT TIMBER SL 220 OMPLETELY COMPLIANT TRANSITION RAMP ZINC DEVIDER STRIP FLOOR (PCF1) & JAMBS AND HEADER PANELS CALL BUTTONS RESILIENT ATHLETIC FLOORING (RAF1) TO RESILIENT ATHLETIC FLOORING (RAF2) POLISHED CONCRETE FLOOR (PCF1) POLISHED CONCRETE RB2 WD3 RUBBER BASE IMP2a STL2 ON CRACK CONTROL BOARD CLR IMP2a IMP2 IMP2 Ne CONCRETE SEALER (EPFC 1) @ FLOOR ROOMFINISH A01E - REFER TO FINISHES A910 WAF TO UNDER LAP SHIM AS REQUIRED PANELS LAMINATED SO OR SEALED (SCHLUTERCONTINUOUS RENO RAMP) MAT1 ENTRANCE FLOOR GRILLE 12 48 13 & EPOXY COATED FLOOR (EPFC2) TO ENTRANCE FLOOR (MAT1) Sim CONCRETE SEALER (CSLR1) HERITAGE TL01 ON THINSET ALUM GRILLE ALUMINUM IMP2a AND PLAN WD5 CLT WALLBASE PANE IMP2a TRANSITION DETAIL Q SCHEDULE THRESHOLD BY 3/4" IMP2a 3 BU BEYOND STAIR DEPRESSION FLOOR FOR TILE FLOORING Joseph K. Oppermann Architect, P.A. EPFC2 2" STL1 WD6 LAMINATED BU 2" STL1 VENTED1 VENTED COVE B STL2 STL1 DEPRESSION FOR ENTRANCE 2" Tho t/o CONC SLAB VARIES t/o CONC SLAB VARIES WOOD ATHLETIC FLOORING (WAF2) SDF1 CSLR1&PCF1&EPFC1 SDF1 STATIC-DISSAPATIVE VINYL FLOORING 09 65 36 IMP1 539 North Trade Street A910 TRANSITION DETAIL J EDGE OF WAF 2 51 SDF1 WD7 GLUELAM PANE TO CONCRETE C.2 (ADDITION) C.2 (ADDITION) C.2 (ADDITION) IMP1 VENTED2 VENTED COVE B WAF2EPFC2SEALER (CSLR1) RAF1&2 GRILLE CSLR1 & EPCF1 Ne Winston-Salem, NC RESILIENT ATHLETIC FLOORING (RAF1&2) TO CONCRETE SEALER (CSLR1) NG TRANSITION DETAIL D TRANSITION DETAIL O BELOW THRESHOLD RAF2 EPCF1 @ A01E FORBO BULLET 157'-0" 157'-0" 157'-0" METAL 1'-4" EPOXY 3'-3 1/2" FLOORING 3'-3 1/2" 13'-4"09 67 23 1'-4" 5 7/16" MLAM TKS1 t/o CONC SLAB VARIESTRANSITION t/o CONC SLAB VARIES DETAIL C FOR TILE FLOORING EPFC1 TL02 RAF2 @ A01D STL2 4 LAMINATE STL1 TRANSITION DETAILDEPRESSION M STL2 3'-3" 1'-7" 2'-8 1/2" TRANSITION DETAIL H & EPOXY COATED FLOOR (EPCF1) TILE FLOORING (TL02) TO RESILIENT ATHLETIC FLOORING (RAF3) TO EXISTING IMP1 METAL PLATE W ADJUSTABLE RAMP WAL ANODIZED ALUMINUM ANGLE AC SECTIONRESILIENT DETAIL - FLOORFLOORING TRANSITION - VENTED THRESHOLD AT LEVEL C STUDIOS 6'-7" TILE FLOORING (TL02) TO ALIGN THRESH STL1 IMP2 STEEL ANGLE BA MOBILITY STL2 FOR WOOD ATHLETIC FLOORING STATIC DISSIPATIVE FLOOR (EPCF2) RESILIENT ATHLETIC FLOORING (RAF1&2) FLOOR STATIC DISSIPATIVE ATHLETIC (RAF1&2) TO DEPRESSION CONCRETE SEALER (CSLR1) TRANSITION DETAIL L FILM (SDF1) TO EPOXY COATED Sh EXPANDED MET TRANSITION RAMP SET INTO MORTAR ANODIZED ALUM BARRIER-FREE TRIM (SCHLUTER SCHIENE) 4" 3 EPFC2 EPOXY FLOORING 09 67 23 TRANSITION TILE TRANSITION TRIM - REFER WSP USA DETAIL P WD2 417 APPLYATHLETIC SCREED LOCALLY TO RESILIENT FLOORING (RAF1&2) STL2 STEEL ANGLE BA POLISHED CONCRETE IMP4 EXPANDED MET (SCHLUTER RENO-V) BED TO BE COMPLETELY COMPLIANT TRANSITION RAMP FLOOR (PCF1) ZINC DEVIDER STRIP 6" = 1'-0" & EPOXY COATED FLOOR (EPCF1) POLISHED CONCRETE FLO TO SPEC (SCHLUTER SCHIENE) Ne TILE FLOORING (TL2) TO APPLY SCREED LOCALLY TO 2000 Lenox Drive, 3rd Floor WD3 BRING RAF FINISH UP TO FLUSH. STONE VE SET INTO EPOXY COATING TO ENTRANCE POLISHED OR SEALED (SCHLUTER RENO RAMP)FLOOR GRILLE (MAT1) TL01 STN TILETHIN COVE BASE Sim TL01 TILE 09 30 00 FLUSH TRANSITION AT TILE EXISTING WOOD ATHLETIC FLOORING EXG TL TL01 TRANSITION DETAIL Q BRING RAF FINISH UP TO FLUSH. Lawrenceville, NJ 08648 WD5 REFER TO CONTROL PLANS 3 ACOUSTIC VE EPFC2AWP1 EPOXY BASEWAL REFER TODETAIL CONTROL Va WOOD ATHLETIC FLOORING (WAF2) t/o CONC SLABANGLE VARIESBASE (STL2) AT WOOD WALL (WD3&WD5) TRANSITION DETAIL H TRANSITION N PLANSt/o CONC SLAB VARIES AWP2 ACOUSTICWD6 WAL RAF1 EXG SDF1CORE CSLR1&PCF1&EPFC1 STEEL TAL PANEL WALL (IMP1) SDF1 IMP1 TL02ELEVATIONTILEADDITON CORE WEST t/o CONC SLAB VARIES t/o CONC SLAB VARIES WD7 A910 ELEVATION- ADDITON NORTH ELEVATOR ELEVATION- ADDITON CORE SOUTH ELEVATOR WALL EPFC2 120 EDGE OF WAF 2 09 30 00 Gehl Studio Inc. TILE TRANSITION TRIM - REFER TO IMP1 11 SEALER (CSLR1) 10 TO CONCRETE 9 STATIC DISSIPATIVE FILM (SDF1) SEALER (CSLR1) , LIENT ATHLETIC FLOORING (RAF1&2) TO CONCRETE PT1 PAINT WAF2 t/o CONC SLAB VARIES (CSLR1) Ea1 1/4" = 1'-0" 1/4" =LOCALLY 1'-0" FEATHERED 1/4" = TO 1'-0"CONCRETE SEALER BELOW THRESHOLD 395 Hudson Street, 8th Floor SPEC (SCHLUTER SCHIENE) PT2 PAINT TKS1 & EPOXY COATED FLOOR (EPCF1) POLISHED CONCRETE FLOOR (PCF1) & EPOXY COATED FLOOR (EPFC1) SCREED AS REQUIRED SSF1 SINTERED STONE FLOORING 06 41 00TL02 ADJUSTABLE RAMP New York, NY 10014 CO ANODIZED ALUMINUM ANGLE PT3 PAINT IMP1 WALL TRANSITION Jen EXISTING FINISH DATUM TL02 IMP2 TRIM (SCHLUTER SCHIENE) TL10 TILE 2 1/2" EPCF1 FLOORWAF2 SSF2 SINTERED STONE STAIR 30 (SCHLUTER RENO-V) THRESHOLD WIDTH 096466/057000 06 41 00 UNKOWN. IMP4 EXG SLA TL11 RAF4 CSLR1 & EPCF1 Ph WD2RAF3 DLTTILE TIMBER NTO EPOXY COATING TO ALIGN WITH IMP1 1/4" STEEL PRE-FORMED, PREFINISHED STN 157'-0" T.O. FINISH TL02 RAF1&2 ZINC DEVIDER STRIP TL12 TILE t/o CONC SLAB VARIES WAF2 WOOD ATHLETIC FLOORING 09 64B.5 66W/ 1/4" 5x 4 SLAB VARIES 4.6 6x C.5IMP1 C 4.6 4 WD3 TL13 LAMINATED SOL RAMP SET INTOBMORTAR CLADDING VENTED THRESHOLD HE AWP1 t/o CONC SEAL AT SLAB STEP TILE Sim Jos DRILLED VENT HOLES @ 6" O.C. DETAIL H TRANSITION DETAIL N AWP2 WD5 GL BP1 CLTBACK WALLPAINTED PANEL BED TO COMPLETELY DEPRESSIONTRANSITION FOR TILE FLOORING t/o CONC SLAB VARIES t/o CONC SLAB VARIES 3 539 RAMP SET INTO MORTAR ANODIZED ALUM BARRIER-FREE RAF3 EXG RAF4 CSLR1ATHLETIC & EPCF1 FLOORING (RAF1&2) TO CONCRETE SEALER (CSLR1) ALL FASTNERS TO COUNTERSUNK + POLISHED OR SEALED STATIC DISSIPATIVE FILM (SDF1) TO CONCRETE SEALER (CSLR1) , RESILIENT PT1 TRANSITION DETAILB TRANSITION DETAIL G TRANSITION DETAIL M WD6 MIRROR LAMINATED BUT WALL MOUNTE Win TILE TRANSITION TRIM ANODIZED ALUM BARRIERt/o CONC SLAB VARIES ES 156'-10 3/4" T.O. SLAB BED TO BE COMPLETELY COMPLIANT TRANSITION RAMP IMP1 COLOUR PT2 & EPOXY COATED FLOOR (EPCF1) FLOOR (PCF1) & EPOXY COATED FLOOR (EPFC1) TL02 TO EPOXY COATED RAMP SET INTO MORTAR TILE FLOORING (TL02) TOPOLISHED CONCRETE ANODIZED ALUM BARRIER-FREE A910 RESILIENT ATHLETIC FLOORING (RAF1&2) TO EDGE OFBASE STATIC DISSIPATIVE FILM (SDF1) WAF 2 WD7 FLOOR (EPCF2) GLUELAM PANEL REFER TO SPEC FREE COMPLIANT TRANSITION IMP1 MO FLOOR WAF2 MATCHED TO THRESHOLD PT3 POLISHED OR SEALED (SCHLUTER RENO RAMP) TO COMPLETELY COMPLIANT TRANSITION RAMP RESILIENTBED ATHLETIC FLOORING (RAF2) @ ROOMSim A01D CONCRETE SEALER (EPFC 1) @ ROOM A01E BELOW THRESHOLD TO MORTAR ANODIZED ALUM BARRIER-FREE WS RB1 RUBBER BASE 09 65 13 TKS1 FORBO BULLETIN (SCHLUTER SCHIENE) RAMP (SCHLUTER RENO RAMP) 3 TL10 POLISHED OR SEALED (SCHLUTER RENO RAMP) 200 PCF1 POLISHED CONCRETE 03 35 43 OMPLETELY COMPLIANT TRANSITION RAMP THRESHOLD WIDTH OORING RB2 RUBBER BASE C STUDIOS 09 65 13 096466/057000 IMP1 METAL PLATE W A910 TL11 PLAN DETAIL FLOOR TRANSITION VENTED THRESHOLD AT LEVEL Law t/o CONC SLAB VARIES OR SEALED (SCHLUTER RENO RAMP) 4 TO ALIGN WITH SDF1 IMP1 STEEL PRE-FORMED, PREFINISHED ALUM ALUMINUM BASE 09 65 13 1/4"CSLR1&PCF1&EPFC1 t/o CONC SLAB VARIES TRANSITION DETAIL K IMP1 IMP2 NOTES: EXPANDED TL12 META 1 1/2" = 1'-0" TRANSITION DETAIL E CSLR1 CONCRETE SEALER 03 30 00 CLADDING VENTED THRESHOLD W/ 1/4" 2" Ge VENTED1 VENTED COVE BASE 09 64 66 TL02 RAF1&2 RAF1&2 CSLR1 & EPCF1 IMP4 EXPANDED TL13 META CONC TO SLAB VARIES t/o CONC SLAB VARIES 395 TILE FLOORINGt/o (TL01) RESILIENT ATHLETIC FLOORING (RAF1) TO VENTED2 VENTED COVE BASE 09 64 66 DRILLED VENT HOLES @ 6" O.C. GL Ne BP RAF3 EXG TO INTERIOR RAF1 RESILIENT ATHLETIC FLOOR 09 65 66 EXISTING TILE FLOOR EXISTING FLOORING STN 1. REFER THIN STONEELEVA VEN RAF4 CSLR1 & EPCF1 WD3 LAMINATE BASE WD3 MLAM METAL 06 41 00 ALL FASTNERSWD3TO COUNTERSUNK + TRANSITION DETAIL M MIRRO IMP2 IMP2 IMP2 EDGE OF FINISH05BEYOND RAMP SET INTO MORTAR ANODIZED ALUM BARRIER-FREE FOR2"ADDITIO IMP2 IMP2 ATHLETIC FLOORING SCHLUTER SCHIENE STATIC DISSIPATIVE IMP2FOR WOOD TL02 EXG(SDF1) WAF TO EPOXY COATED FLOOR (EPCF2) STL1 STEEL ANGLE BASE 50 00 COLOUR AWP1 SPECIFICATIONS ACOUSTIC WALL DEPRESSION RAMP SET INTO MORTAR ANODIZED ALUM BARRIER-FREE FILM TILE TRANSITION TRIM - REFER TL02 PCF1 ALIGN THRESHOLD WITH FINISH BED TO RAMP BE COMPLETELY COMPLIANT TRANSITION RAMP ZINC DEVIDER STRIP05 50 00 MATCHED TO THRESHOLD 2. ALL CMU, GWB, EXPOSED S RAF2 RESILIENT ATHLETIC FLOOR TRANSITION 09 65 66 TRANSITION STRIP STL2 STEEL ANGLE BASE BED TO COMPLETELY COMPLIANT TRANSITION DETAIL N AWP2 ACOUSTIC WALL TO SPEC (SCHLUTER SCHIENE) RAMP SET INTO MORTAR ANODIZED ALUM BARRIER-FREE POLISHED OR SEALED (SCHLUTER RENO RAMP) AND CEILING & WALL SURFACE B.O. BEAM B.O. BEAM B.O. BEAM TL01 TILE COVE BASE 09 30 00 POLISHED OR SEALED (SCHLUTER RENO RAMP) 096466 IMP1 TRANSITION DETAIL Q190'-0" DISSIPATIVE FILM (SDF1) TO CONCRETE PT1 PAINT BED TO BE COMPLETELY COMPLIANT TRANSITIONSTATIC RAMP 190'-0" SEALER (CSLR1) , 190'-0" NOTED. RAF3 RESILIENT ATHLETIC FLOOR 09 65 66 EPFC2 EPOXY BASE 09 67 23 PLAN DETAILt/o-CONC FLOOR TRANSITION - 2"VENTED THRESHOLD AT LEVEL C STUDIOS 3'-1 1/2" 3'-1 1/2" 2" CONT. TIMBER BLOCKING WOOD ATHLETIC FLOORING (WAF2) TRANSITION DETAIL J POLISHED OR SEALED (SCHLUTER RENO RAMP) SLAB VARIES TO BE P SLAB VARIES 4 SDF1 CSLR1&PCF1&EPFC1 PT2 t/o3.CONC PAINT t/o CONC SLAB VARIES POLISHED CONCRETE FLOOR (PCF1) & EPOXY COATED FLOOR (EPFC1) t/o CONC SLAB VARIES ALL PAINT COLOUR TL02 TRANSITION DETAIL J = 1'-0" (RAF1&2) TO CONCRETE SEALER (CSLR1) SEALER ATHLETIC (CSLR1) 1 1/2" RESILIENT FLOORING TO B RAF4 RESILIENT ATHLETIC FLOOR 09 65 66 TO CONCRETE DEPRESSION FOR TILE FLOORING TRANSITION DETAIL D PT3 4. ALL EXPOSED PAINTCEILINGNOTE 096466/057000 LIENT ATHLETIC FLOORING (RAF1&2) TO CONCRETE SEALER (CSLR1) TRANSITION DETAIL O t/o CONC SLAB VARIES t/o CONC SLAB VARIES SECTION DETAIL - FLOOR TRANSITION - VENTED THR 5 7/16" 4 13/16" 1/4" STEEL PRE-FORMED, & EPOXY COATED FLOOR (EPCF1) TILE FLOORING (TL02) TO RESILIE 3 PREFINISHED TL10 NOTED. TILE & EPOXY COATED FLOOR (EPCF1) WALL RESILIENT ATHLETIC FLOORING (RAF3) TO EXISTING 1. RE 5. PT1 TO BE BENJAMIN MOOR MAT1 ENTRANCE FLOOR GRILLE 12 48 13 1'-0"BEYOND THRESHOLD WIDTH 096466/057000 VENTED THRESHOLD W/ EDGE 1/4" 6"OF=FINISH 2" 2" ALIGN THRESH. W/ FINISH BEYOND TL11 6. PT2 TO BE TILE RESILIENT ATHLETIC FLOORING (RAF1&2) FLOOR SPECI BENJAMIN MOOR DRILLEDPREFINISHED VENT HOLES 6" O.C.THRESHOLD WITH FINISH TIMBER SLATS PRE-FORMED, 06 41 00@ ALIGN TO ALIGN WITH IMP1IMP4 DLT 1/4" STEEL TL02 WD2 PCF1 ZINC DEVIDER STRIP IMP2 IMP2 TL12 CHOSEN BYTILE IMP1 IMP4 ARCHITECT. 2. AL DEPRESSION FORIMP2 TILE FLOORING SDF1 STATIC-DISSAPATIVE VINYL FLOORINGIMP2 09 65 36 ALL FASTNERS TO COUNTERSUNK + COLOUR IMP2 IMP2 WD3 LAMINATED SOLID WOOD SLATS 06 41 00 W-IMP2A CLADDING VENTED THRESHOLD W/ 1/4" AND C Sim TL13 7. PT3 TO BE TILE BENJAMIN MOOR MATCHED TO THRESHOLD WD5 CLT WALL PANEL IMP1 41 00 096466 3FLUSH TRANSITION AT TILE TILE TRANSITION TRIM - REFER TO SPEC NOTE EXG TL01 VENT HOLES @ 6" O.C. 06 DEPRESSION FOR TILE FLOORING WD3 WD3 A02 TL 6'-3 1/4" DRILLED BY ARCHITECT. EPFC1 EPOXY FLOORING 09 67 23 GL BP1CHOSEN BACK PAINTED G WD6 LAMINATED BUTCHER BLOCK 096466 06 41 00 CONT. TIMBER BLOCKING TRANSITION DETAIL C t/o CONC SLAB VARIES 3'-9" 3'-9 1/2" EXG TRANSITION DETAIL H TRANSITION N RAF3 IMP1 3. ALL RAF1 EXG (SCHLUTER SCHIENE) 3'-9 1/2" TRANSITION CARDIO/PAW ALLPANEL FASTNERS TO COUNTERSUNK + 00 8. RB1DETAIL - WHITE - FINAL COLOU EDGE OF WAF 2 DETAIL J WD7 GLUELAM 06TIMBER 41 TILE FLOORING (TL02) TO MIRROR WALL TILEA910 TRANSITION TRIM REFER TO EXG IMP1 WAF2 STATIC DISSIPATIVE FILM (SDF1) TO CONCRETE SEALER , MOUNTED RESILIENT FLOORING (RAF1&2) TO- CONCRETE SEALER (CSLR1) RAF1 DISCONTINUOUS BLOCKING 4. ALL 9. RB2(CSLR1) - CHARCOAL - FINAL CO FEATHERED EPFC2 EPOXY FLOORING 09 67DETAIL 23 ATHLETIC 1/4" BELOW THRESHOLD TRANSITION DETAIL P RESILIENT ATHLETIC FLOORING (RAF1&2) TO CONCRETE SEALER (CSLR1) TKS1 1/4" FORBOCOLOUR BULLETIN BOARD (COLOUR 1) 06 41 00 096466/057000 TRANSITION O RAMP SET LOCALLY INTO MORTAR ANODIZED ALUM BARRIER-FREE RESILIENT ATHLETIC FLOORING (RAF1&2) A02 SPEC (SCHLUTER SCHIENE) & EPOXY COATED FLOOR (EPCF1) 5 7/16" POLISHED CONCRETE FLOOR (PCF1) & EPOXY COATED FLOOR (EPFC1)OF FINISHES TO ALLOW VENTING NOTE CONDITION AT EXISTING UNKNOW. 4 13/16" 1/4" STEEL PRE-FORMED, PREFINISHED 10. ALL EXTENT T SCREED AS&REQUIRED LOCALLY FEATHERED WD3 TO EPOXY COATED FLOOR (EPCF1) TILE FLOORING (TL2) IMP1 METAL MATCHED PLATE WALLTO PANEL 05 75 00 RESILIENT ATHLETIC FLOORING (RAF3)CARDIO/PAW TO EXISTING THRESHOLD BEDFOR TO COMPLETELY COMPLIANT TRANSITION RAMP 5. PT1 VENTED THRESHOLD W/ 1/4" UNLESS OTHER WISE NOTED TL01 TILE 09 30 00 ALIGN THRESH. W/ FINISH BEYOND ALLOW 1/2" DEEP MORTAR BED EXISTING WOOD ATHLETIC FLOORING IMP2 EXPANDED METAL MESH WALL PANEL 09 54 35 SHAPE EDGE TO 1/8" OR LESS AT WAF AS REQUIRED FLOOR EXISTING FLOOR FINISH DATUM TL02 6. PT2 2 SCREED 1/2" 1/2" 1/2" POLISHED OR SEALED (SCHLUTER RENO RAMP) IMP2 IMP2 IMP2 ANODIZED ALUMINUM ANGLE 11. FLOOR FINISHES TO EXTEN IMP4 EXPANDED METAL MESH WALL PANEL 05 73 00 DRILLED VENT HOLES @ 6" O.C. TO FEATHER SLOPE TO MATCH EXIST. UNKOWN. IMP2 IMP2 IMP2 WAF2 CHOS PLAN DETAIL -09FLOOR TRANSITION - VENTED THRESHOLD AT LEVEL EXISTING FLOOR DATUM IMP4 THIN FINISH IMP4 TL02 TILE 30 00 SCHIENE) TRIM (SCHLUTER STNC STUDIOS STONE VENEER 04 43 16 ALL FASTNERS TO COUNTERSUNK + COLOUR 157'-0" T.O. FINISH 4 7. PT3 3'-9 1/2" 3'-9" 3'-9 1/2" THRESHOLD FLUSH TRANSITION AT TILE t/o CONC SLAB VARIES UNKOWN. AWP1 ACOUSTIC WALL PANEL 09 83 19 MATCHED TO LEVEL C 1 1/2" = 1'-0" 3/4"06 41 00 3/4" NOTES: 2" CHOS SSF1 SINTERED STONE FLOORING 2" TRANSITION DETAIL N 2" 3/4" 3/4" 2" AWP2 ACOUSTIC WALL PANEL 09 83 19 096466 RAF1 EXG 157' -DATE: 0" DESCRIPTION: ES t/o CONC SLAB VARIES 8. RB STL1 STL1 STL2 RAF3 EXG STL1 STL1 t/o CONC SLAB VARIES TILE TRANSITION TRIM REFER TO RAF4 CSLR1 & EPCF1 STATIC DISSIPATIVE FILM (SDF1) TO CONCRETE SEALER (CSLR1) , PT1 PAINT 09 90 00 DISCONTINUOUS TIMBER BLOCKING t/o CONC SLAB EPCF1 WAF2 9. RB TL02 RAF1&2 LOCALLY FEATHERED 1/4" 1/4" T.O. FINISH 156'-11 3/4" A.2 (LOBBY) A.2 (LOBBY) SPEC (SCHLUTER SCHIENE) A.2 (LOBBY) SSF2 VARIES SINTERED STONE STAIR 06 41 00 1. REFER TO INTERIOR ELEVAT 3/4" 156'-10 3/4" T.O. SLAB PT2 PAINT 09 90 00 POLISHED CONCRETE FLOOR (PCF1) & EPOXY COATED FLOOR (EPFC1) TL02 TO ALLOW VENTING RAMP SET INTO MORTAR ANODIZED ALUM BARRIER-FREE 10. AL SCREED AS REQUIRED 175'-0" 175'-0" 175'-0" EDGE OF FINISH BEYOND STL2 11'-5 1/2" PT3 PAINT 09 90 00 SPECIFICATIONS FOR ADDITION ALUMINUM ANGLE BED TO COMPLETELY COMPLIANT TRANSITION RAMP 11'-5 UNLES RAMP SET INTO MORTAR ANODIZED ALUM BARRIER-FREE 1/8" OR LESS AT WAF IMP4 WAF2 WOOD ATHLETIC FLOORING 09 64 661/2" EXISTING FLOOR FINISH DATUMSTL1 TL02 PCF1 IMP4 TILE ALIGN TL02 PRINCETON UNIVERSITY TL10 THRESHOLD WITH FINISH 09 30 00 SHAPE EDGE TO LUTER SCHIENE) POLISHED OR SEALED (SCHLUTER RENO RAMP) 2 1/2" 1/2" 1/2" 2. ALL CMU, GWB, EXPOSED TILE TRANSITION TRIM ANODIZED ALUM BARRIERSEAL AT SLAB STEP 11. ST FL BED TO BE COMPLETELY COMPLIANT TRANSITION RAMP C-GWB THRESHOLD WIDTH 096466/057000 TL11 TILE 09 30 00 WAF2 REFERUNKOWN. TO SPEC FREE COMPLIANT TRANSITION t/o CONC SLAB VARIES C-GWB 15' - 0" AND CEILING & WALL SURFACES POLISHED OR SEALED (SCHLUTER RENO RAMP) TO ALIGN WITH IMP1 1/4" STEEL PRE-FORMED, PREFINISHED 157'-0" T.O. FINISH TL12 TILE 096466 09 30 00 IMP1 IMP1 15' - 0" (SCHLUTER SCHIENE)t/o CONC SLAB VARIES RAMP (SCHLUTER RENOC-GWB RAMP) TRANSITION DETAIL K CLADDING VENTED THRESHOLD W/ 1/4" NOTED. LEVEL C 15' - 0" T.O. SLAB 156'-9 1/2" TL13 TILE CONT. TIMBER BLOCKING 09 30 00 BASE t/o CONC SLAB VARIES t/o CONC SLAB VARIES RESILIENT ATHLETIC FLOORING (RAF1) TO DRILLED VENT HOLES @ 6" O.C. 3. ALL PAINT COLOUR TO BE PT GL BP1 BACK PAINTED GLASS 08 81 26 157' 0" C-GWB t/o CONC SLAB VARIES DEPRESSION FOR TILE FLOORING Sim RAF3 EXG ALL FASTNERS TO 12' COUNTERSUNK + EXISTING FLOORING RB1 RUBBER BASE 09 65 13 - 10" 3 MIRROR WALL096466/057000 MOUNTED MIRRORS 08 83 00 4. 156'-11 ALL EXPOSED CEILING TO BE T.O. FINISH 3/4" C-GWB 2" 2" IMP2 IMP2 COLOUR 3/4" 156'-10 3/4" T.O. SLAB TRANSITION DETAIL O AMP SET INTO MORTAR ANODIZED ALUM BARRIER-FREE RB2 RUBBER BASE 09 65 IMP2 13 A910 12' - 10" NOTED. TRANSITION DETAIL E TRANSITION K PRE-FORMED, 5 7/16" 4 13/16" 1/4" STEEL MATCHED TO THRESHOLD CLRDETAIL C16COR WAF TO UNDERPREFINISHED LAP SHIM AS REQUIRED BED TO COMPLETELY COMPLIANT TRANSITION RAMP ALUM ALUMINUM BASE 09 65 13 RESILIENT ATHLETIC FLOORING (RAF3) TO EXISTING 5. PT1 TO BE BENJAMIN MOORE TO RESILIENT ATHLETIC FLOORING (RAF1) TO THRESHOLD VENTED W/BY1/4" LOWER LOBBY TILE FLOORING (TL01)VENTED1 THRESHOLD 3/4" 2" RAMP) POLISHED OR SEALED (SCHLUTER RENO COVE BASE 09 64 66 ALIGN THRESH. W/ FINISH BEYOND WD3 WD3 FLOORTRANSITION - VENTED LINE OF CEILING 6. PT2 TO BE BENJAMIN MOORE PLAN DETAIL FLOOR VENTED THRESHOLD AT LEVEL C STUDIOS VENTED2 VENTED COVE BASE 09 64 66 EXISTING TILE FLOOR EXISTING FLOORING DRILLED VENT HOLES @ 6" O.C. IN CORRIDOR RL2 4 W-IMP2 LEVEL C.2 TYP. MLAM METAL LAMINATE BASE 06 41 00 CHOSEN BY ARCHITECT. TRANSITION DETAIL J 1 1/2" = 1'-0" IMP2 ALL FASTNERS TO COUNTERSUNK + COLOUR IMP2 NOTES: IMP2 TRANSITION DETAIL K T.O. SLAB 156'-9 1/2" DETAIL O STL1 LINE OF CEILING STEEL ANGLE BASE 05C16COR 50 00 ATHLETIC FLOORING (RAF1&2) TO CONCRETE SEALER (CSLR1) IMP2 IMP2 DEPRESSION FOR WOOD RESILIENT t/o CONC SLABATHLETIC VARIES FLOORING DEPRESSION TILE FLOORING TRANSITION DETAIL D TRANSITION TOCTHRESHOLD SECTION DETAIL - FLOOR TRANSITION - VENTED THRESHOLD MATCHED AT LEVEL STUDIOS RESILIENT ATHLETIC FOR FLOORING (RAF1) TO FLUSH TRANSITION AT TILE LINE OF CEILING OWNER PROJ #: 10012267 7. PT3 TO BE BENJAMIN MOORE LOWER STL2 STEEL ANGLE BASE 05 50 00LOBBY 3 IN CORRIDOR & EPOXY COATED FLOOR (EPCF1) TILE FLOORING (TL02) TO RESILIENT ATHLETIC FLOORINGCHOSEN (RAF3) TO EXISTING 1. REFER TO INTERIOR ELEVATIONS, INTERIOR FINISH SCHEDULE AND FINISH BEHIND BY ARCHITECT. EXISTING FLOORING LEVEL C.2 TYP.COVE BASE 1'-0"BEYOND TL01 TILE 09 30 00 EDGE6" OF = FINISH DIGSAU PROJ #: 1922 METAL SCREEN SPECIFICATIONS FOR096466 ADDITIONAL INFORMATION. RESILIENT ATHLETIC FLOORING (RAF1&2) FLOOR 2" 2" TRANSITION DETAIL Q 8. RB1 - WHITE - FINAL COLOUR EPFC2 EPOXY BASE 09 67- 23 TL02 PCF1 TILE TRANSITION TRIM REFER TO ALIGN THRESHOLD WITH FINISH 2. ALL CMU, GWB, EXPOSED STRUCTURE, ASSOCIATED APPARATUSES WOOD ATHLETIC FLOORING (WAF2) LINE OF CEILING DISCONTINUOUS BLOCKING CLRTIMBER WAF TO UNDER LAP SCALE: SHIM AS REQUIRED As indicated IMP2 IMP2 9. RB2 - CHARCOAL - FINAL COL 1/4" 1/4" AND CEILING & WALL SURFACES TO BE PAINTED UNLESS OTHERWISE FINISH BEHIND SPEC (SCHLUTER SCHIENE) IMP2 TO CONCRETE SEALER (CSLR1) THRESHOLD BY 3/4" IMP2 TO ALLOW VENTING 096466 IMP1 IMP2 TILE TRANSITION TRIM - REFER TO SPEC EXG TL TL01 METAL SCREEN FORMAT: 36" X 48" 10. ALL EXTENT OF FINISHES TO NOTED. WD3 REMOVABLE ACCESS CONT. TIMBER BLOCKING WD3 WD3 (SCHLUTER SCHIENE) TYPICAL FLOOR TRANSITIONS WALL 3. ALL PAINT COLOUR TO BE PT1 UNLESS OTHERWISE NOTED. UNLESS OTHER WISE NOTED PANEL INFILL WALL BEHIND IMP2 RAF1 EXG IMP2 IMP2 IMP2 SHAPE EDGE TO 1/8" OR LESS AT WAF DRAWN: Author TL02 2 3'-9 1/2" 3'-9" 3'-9 1/2" REMOVABLE MILLWORK SEE CONDITION A514 2 1/2" 1/2" 1/2" 4. ALL EXPOSED CEILING TO BE PAINTED (PT1), UNLESS OTHERWISE 2" EXISTING UNKNOW. 096466/057000 2" AT 11. FLOOR FINISHES TO EXTEND 6" =SCREEN 1'-0" STL1 LOCALLY FEATHERED REMOVABLE TRANSITION DETAIL O BENCH SEE MW DWGS WD2 DLT TIMBER SLATS 06 41 00 SECTION DETAIL - FLOOR TRANSITION AT LEVEL C STUDIOSWAF2 CHECKED: Checker NOTED. - VENTED THRESHOLD 2" PRE-FORMED, PREFINISHED 5 7/16" 4 13/16"2" 1/4" STEEL ALLOW 1/2" DEEP BED STL1 STL1 MILLWORK BENCH SEE STL1 FOR SCREED AS REQUIRED 3'-1 1/2" 3'-1 1/2" 3'-9 1/2"MORTAR 3'-9" (RAF3) 3'-9 3 RESILIENT ATHLETIC FLOORING TO1/2"EXISTING WD3 LAMINATED ANODIZED SOLID WOOD SLATS 06 41 00 STL1 157'-0" T.O. FINISH ALUMINUM ANGLE 5. PT1 TO BE BENJAMIN MOORE – 0C #65 – CHANTILLY LACE VENTED THRESHOLD W/(ADDITION) 1/4" 6" = 1'-0" MW DWGS TO FEATHER SLOPE TO MATCH EXIST. Sim ALIGN THRESH. W/ FINISH BEYOND06 41 00 DATE: 12/21/21 2 (ADDITION) C.2 (ADDITION) C.2 C.2 (ADDITION) ES FLOOR WD5 CLT WALL PANEL EXISTING FLOOR FINISH DATUM 3 TRIM (SCHLUTER SCHIENE) 6. PT2 TO BE BENJAMIN MOORE – CHARCOAL – FINAL COLOUR LATER LEVEL C STL2 DRILLED VENT HOLES @ 6" O.C. 157'-0" 157'-0" 157'-0" UNKOWN. 157'-0" STL2 2'-0" 11'-5 1/2" WD6 LAMINATED BUTCHER BLOCK 06 41 00 STL1 CHOSEN BY ARCHITECT. IMP1 ALL FASTNERS TO COUNTERSUNK + COLOUR STL2 A910 EDGE OF WAF 2 11'-5 WD7 GLUELAM PANEL 06 41 001/2" IMP1 WAF2 7. PT3 TO BE BENJAMIN MOORE – BLACK – FINAL COLOUR LATER 157' - 0" MATCHED TO THRESHOLD FLUSH TRANSITION AT TILE t/o CONC SLAB VARIES BELOW THRESHOLD TKS1 FORBO BULLETIN BOARD (COLOUR 1) 06 41 00 t/o CONC SLAB VARIES SHEET CHOSEN BY ARCHITECT. T.O. FINISH 156'-11 3/4"NAME: 3/4" 3/4" T.O.SCREEN SLAB IMP1 METAL PLATE 05 75 00WALL - S 096466 LL - W FACE INT ELEV - ADDITION CORE SCREEN WALL - N FACE INT WALL ELEVPANEL -156'-10 ADDITION CORE FACE INT- WHITE ELEV -- FINAL ADDITION CORE - ECHOSEN FACE BY ARCHITECT. 8.6 RB1 COLOUR LATER 8 7 TILE TRANSITION TRIM REFER TO IMP2 EXPANDED METAL MESH WALL PANEL 09 54 35 DISCONTINUOUS TIMBER BLOCKING 1/4" = 1'-0" 1/4" = 1'-0" 1/4" 1/4" = 1'-0" 9. RB2 - CHARCOAL - FINAL COLOUR LATER CHOSEN BY ARCHITECT. 1/4" SPEC (SCHLUTER SCHIENE) IMP4 EXPANDED METAL MESH WALL PANEL 05 73 00 TO ALLOW VENTING 10. ALL EXTENT OF FINISHES TO BE FROM AFF TO U/S FINISHED CEILING STN THIN STONE VENEER 04 43 16 UNLESS OTHER WISE NOTED SHAPE EDGE TO 1/8" OR LESS AT WAF TL02 AWP1 ACOUSTIC WALL2PANEL 1/2" 1/2" 1/2" 09 83 19 11. FLOOR FINISHES TO EXTEND UNDERNEATH ALL MILLWORK. DEPRESSION FOR TILE FLOORING AWP2 ACOUSTIC WALL PANEL 09 83 19 PR DATE: DESCRIPTION: WAF2 157'-0" T.O. FINISH T.O. SLAB 156'-9 1/2" PT1 PAINT 09 90 00 TRANSITION DETAIL E TRANSITION DETAIL K LEVEL C PT2 PAINT 90 00 TL02 D 5 6x 4.6 09 4 5x 3 4x 2.7 2 3x 1 TILE FLOORING (TL01) TO RESILIENT ATHLETIC FLOORING 157' - 0"3.3(RAF1) TO PT3 PAINT 09 90 00 EXISTING TILE FLOOR EXISTING FLOORING2" PRINCETON UNIVERSITY 2" TL10 TILE 09 30 00 G T.O. FINISH 156'-11 3/4" 3/4" 156'-10 3/4" T.O. SLAB THRESHOLD WIDTH 096466/057000 REMOVABLE TL11 TILE 09 30 00 ACCESS PANELS CLR REMOVABLE ACCESS PANELS WAF TO UNDER LAP SHIM AS REQUIRED TO ALIGN WITH IMP1 1/4" STEEL PRE-FORMED, PREFINISHED TL12 TILE 09 30 00 IMP1 7'-7 5/8" 9'-5 3/4" 9'-10" 9'-10" 10'-2" 10'-3" 12'-10 1/4" E SHEET NUMBER: CLADDING VENTED THRESHOLD W/ 1/4" THRESHOLD BY 3/4" TL13 TILE 09 30 00 EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. 2'-7 1/4" DRILLED VENT HOLES @ 6" O.C. GL BP1 BACK PAINTED GLASS 08 81 26 WD-7 WD-7 WD-7 ALL FASTNERS TO COUNTERSUNK + WD-7 WD-7 WD-7 WD-7 WD-7 WD-7 WD-7 WD-7 WD-7 WD-7 WD-7 MIRROR WALL MOUNTED MIRRORS WD-7 08 83 00 OW T.O. SLAB 156'-9 1/2" COLOUR TYPICAL FLOOR TRANSITIONS DIG MATCHED TO THRESHOLD 2 SECTION DETAIL - FLOOR TRANSITION - VENTED THRESHOLD AT LEVEL C STUDIOS

ANSITION DETAIL K (SCHLUTER RENO RAMP) RAMP STL1) 1/8" FRAME RAF1&2 DEPRESSION FOR TILE FLOORING OORING (RAF1) TOCSLR1 & EPCF11/8" PANEL 1"GAP ALIGNED t/o CONC SLAB VARIES t/o CONC SLAB VARIES TO RAILING XISTING FLOORING CERAMIC TILE TRANSITION DETAIL G

WD-7

A910

SCA

WD-7

PROJECT PHASE:

ISSUED FOR BID

B.O. BEAM 190'-0"

FOR

DRA

CHE

DAT

RECEPTION DD DESIGN

RECEPTION

LOUNGE CUBBIES

RECEPTION

LOUNGE CUBBIES

RECEPTION

LOUNGE CUBBIES

DD DESIGN

RECEPTION

+ METAL OPTION 1 PAINTED

DD DESIGN

+ METAL OPTION 1 PAINTED

RECEPTION

+ METAL OPTION 2 - PERFORATED

+ WALLET CUBBIES W/ LOCKERS

+ METAL OPTION 2 - PERFORATED

RECEPTION

+ BENCH WEDGE W/ WOOD/PLAM INSERT

+ WALL CUBBIE

RECEPTION

+ STEEL OPTION 3 - BLACKENED

CUBBIES W/ BENCH

+ WOOD CUBBIE WALL

VESTIBULE GRILLE

LOUNGE CUBBIES

+ STEEL OPTION 3 - BLACKENED

LOUNGE CUBBIES

+ WEDGE BENCH

+ WALLET CUBBIES W/ LOCKERS

OPTION 1

VESTIBULE GRILLE OPTION 1

VESTIBULE GRILLE

OPTION 2

VESTIBULE GRILLE OPTION 2

VESTIBULE GRILLE OPTION 3

+ +

CONTEMPORARY MODERN

CONTEMPORARY MODERN +

ECLECTIC “GRUNGE”

LOBBY - THE PRACTICE OF THE TABLE

LOBBY - THE COMMONS

LOBBY - HEARTH PLACE

CONTEMPORARY MODER

RECEPTION LOUNGE - HANGING O

LOBBY - THE PRACTICE OF THE TABLE

LOBBY - THE COMMONS

ECLECTIC “GRUNG

LOBBY - HEARTH PLACE

RECEPTION LOUNGE - HANGING O

Design Studies

EXG

+ EXG

RAF1

RAF1 RAF1

EXG

RAF1 RAF1

EXG

RAF1

ALUM

WG-1 WG-1

WALL MOUNTED MIRROR SEE INTERIOR GLAZING SCHEDULE

MJMA 425 Adelaide Street West, Lev Toronto, ON MSV 3C1, Canad

WG-1 WG-1

WALL MOUNTED MIRROR SEE INTERIOR GLAZING SCHEDULE

WG-1 WG-1 WALL MOUNTED MIRROR SEE INTERIOR GLAZING SCHEDULE

LANDSCAPE James Corner Field Operation 475 10th Avenue, 9th Floor New York, NY

WG-1

WALL MOUNTED MIRROR SEE INTERIOR GLAZING SCHEDULE

TL10

BASE

RAF2

WG-1 WG-1

WG-1

RAF1

WG-1

FLOOR

A23COR CORRIDOR

EXISTING BASE AT EXISTING WALLS.TYP

ARCHITECT DIGSAU 340 N 12th Street, Suite 421 Philadelphia, PA 19107

RAF1

EXG EXG

CLIENT Princeton University Department of Facilities MacMillan Building, Princeton,

TL10

CIVIL ENGINEERING Langan 300 Kimball Drive, 4th Floor Parsippany, NJ

TL10

EXISTING WOOD FLOOR TO REMAIN

STORMWATER Nitsch 2 Center Plaza, Suite 430 Boston, MA

A07 STORAGE

FLOOR RAF1

BASE

IMP1

AWP2

IMP1

AWP2

IMP1

AWP2

IMP1

IMP5 SIGNAGE PANELS 10 14 00

IMP1

STN STN

WD5 WD5

IMP1

WD5

TL13 IMP1 IMP1

STN STN IMP1

IMP1 SILL SURROUND - TYP.

IMP1

TL02

IMP1

PCF1

IMP1

IMP

IMP1

OUT

IMP1 10'-12' AFF IMP1

AWP2 AWP2

IMP1

AWP2

IMP1

IMP

IMP1

AWP2

IMP1

AWP2

IMP1

AWP2

IMP1

AWP2

IMP1

AWP2

IMP1

AWP2

IMP1

AWP2

IMP1

AWP2

IMP1

TL2

6'-2 1/2"

ALUM

IMP1 AWP2

BENCH SEAT INSERTS - TYP (REFER TO A817, A818)

2'-1 3/4"

IMP1

WD5 IMP1

IMP1

MOBILITY WSP USA 2000 Lenox Drive, 3rd Floor Lawrenceville, NJ 08648

Hx.2

Gehl Studio Inc. 395 Hudson Street, 8th Floor New York, NY 10014

STN

WD5 IMP1

IMP1 IMP1

IMP1

RAF1

BASE

RAF1

IMP1

BASE

PCF1

IMP1

FLOOR

IMP1

FLOOR

ALUM/STL1

IMP1 SILL SURROUND - TYP. AWP2

WD5

IMP1

IMP

A10COR CORRIDOR

IMP1

WD5

RAF2

WD5

A01B RECEPTION

STL1

TL02

WD5

IMP

IMP1

BASE

FLOOR WD5

IMP1

STN

IMP1

STN

IMP1

HERITAGE Joseph K. Oppermann Archite 539 North Trade Street Winston-Salem, NC

STN

IMP1

VERTICAL TRANSPORTATIO Van Deusen 120 Eagle Rock Ave, Suite 310 East Hanover, NJ CODE & ACCESSIBILITY Jensen Hughes 30 S 15th Street Philadelphia, PA

IMP1

STL2

IMP1

TL02

BASE

A01 LOBBY

IMP1

BENCH SEAT INSERTS - TYP (REFER TO A817, A818)

A01COR CORRIDOR

IMP1

WD5

PT2 IMP2

IMP1

WD5 IMP1

TL11 IMP1

FLOOR

IMP1

PT2

IMP1

IMP1 12'-12'5" AFF

IMP1

WD5

IMP1 13'3"-13'8" AFF

IMP1 8'3"-8'8" AFF

IMP1

MDF

IMP1

WD5 IMP1

IMP1 IMP1

EPFC1

PT2

IMP1

IMP1 23'-24' AFF

IMP1

WALL MOUNTED MIRROR SEE INTERIOR GLAZING SCHEDULE

PT2

IMP2

IMP1

4'-7" 1'-5"

IMP1

TL13

IMP1 14'7"-15' AFF

PT2 IMP1

IMP1

RAF2

PT2 IMP1

Jx.1

IMP1

PT2

BASE

STL1/RB2

PCF1

IMP1

TL02

BASE RB1

IMP1

IMP1 FLOOR

EPFC1

IMP1

FLOOR

IMP1

TL11

PT2

A01E STORAGE

IMP1

CLIMATE ENGINEER Transsolar 220 East 23rd Street, Suite 403 New York, NY

A01A VESTIBULE

IMP1

RAF2

IMP1

BASE

IMP1

A01F LOUNGE

TL11

BASE

RB1&RB2

IMP1

TL02

STL2

IMP1

PCF1 IMP1

WD5

BASE

WD5

IMP1

MAT1

IMP1 WD5

IMP1

TL02

FLOOR

WD5

IMP1 WD5

TL11

TL13

WD5

IMP1 WD5

BASE

RAF2

IMP1

RAF2

RAF1

SSF2

IMP1

WD5

TL02

IMP1

FLOOR

RAF1

1'-4" 3'-7"

STL1

IMP1

RAF2

BASE

IMP1

FLOOR

IMP

IMP1

RAF2

SSF2

IMP1

A10 CARDIO

RAF2

FLOOR

SSF2 SINTERED STONE TREAD AND LANDING SLAB

IMP

A01D BUSINESS OPS PT2

STR7 STAIR

IMP5 SIGNAGE PANELS 10 1400

TL2

IMP1 IMP1 IMP1

IMP2

WD3A

FLOOR

RAF1

ACOUSTICAL AV, IT, SECUR Shen Milsom & Wilke 417 Fifth Avenue New York, NY

TL11

IMP

IMP2

IMP2 IMP2

TL11

WD3A IMP2

TL11

IMP1

WD3A IMP2

IMP5 METAL SIGNAGE, JAMBS AND HEADERS PANELS 10 14 00

IMP1

WD3A

Hx.1

PT2

IMP1

IMP

IMP2

IMP1

IMP2

RAF2

IMP2

WD5 PANEL ON INSIDE OF NICHE AND SOFFIT

BASE

EPFC2

IMP1

IMP

WD3A IMP2

RAF1

A12COR CORRIDOR

RAF1

IMP1

RAF1

IMP1

IMP1 TL13

BASE

IMP1

TL11

RAF2

STL1

FLOOR

IMP

BASE

TL13

RAF1

IMP1

RAF2

3x.1 3x

A01C WC

PAINTED MDF BASE PANEL

TL11

EPFC2

RB1

IMP1

FLOOR

- PT2

FLOOR

RAF1

BASE

RB1

4x 3x.9

BUILDING ENVELOPE + SUS Thornton Tomasetti 51 Madison Ave New York, NY

MDF - PT2 MDF - PT2 MDF - PT2 MDF - PT2

RAF4

BASE

CSLR1

A05 CUST/STOR

FLOOR

RAF2

FLOOR

RAF1

EPFC2

A04 OFFICE

RB1

MDF

RB1

TL13

FLOOR

A06 CNTL/ELEC

- PT2

BASE

WG-2

EPFC2

Kx DN

RB1

A05COR CORRIDOR

RAF1

EPFC2

BASE

FLOOR

WG-2

RAF4

BASE

CSLR1

WG-2

EPFC2

FLOOR

EPFC1

RB1

WG-2

LIGHTING The Lighting Practice 600 Chestnut St, Suite 772 Philadelphia, PA

FLOOR

IMP1

ALUM

A22A MECH

FLOOR

MEP/FP ENGINEERING Vanderweil 101 Grovers Mill Road Lawrenceville, NJ

GL BP1

RAF1

RB1

GL BP1

EPFC1

RAF1

BASE

SDF1

BASE

RB1

GL BP1

A08 OFFICE

FLOOR

ALUM

STRUCTURAL ENGINEERING LERA 40 Wall Street, 23rd Floor New York, NY

BASE

GL BP1

PT2

RAF2

BASE

A22B IT FLOOR

GL BP1

IMP1

FLOOR

RAF1

BASE

GL BP1

TKS1

RAF1

A09 CONSULT

INSTALL AWP2 ON PARTITION BEHIND GLASS

A04COR CORRIDOR

TKS1 FLOOR

PT2

FLOOR

ALUM

A22 SPIN STUDIO

TKS1

IMP1 6'6"-12' AFF

A12 GEN FITNESS

TKS1

PT2

A25COR CORRIDOR

TKS1

IMP1

TKS1

- PT2

RAF2

MDF

RAF1

1 IMP 1

Fx.9

IMP 1 IMP 1

IMP

IMP1

A02COR BRIDGE

BASE

UPPER GARDEN

STL1

IMP

IMP1

IMP 1

MATERIAL LEGEND

IMP1

IMP

10x

IMP

11x

IMP

12x

B110 GEN FITNESS

FLOOR TL02

IMP 1

09 64 66

RUBBER BASE RUBBER BASE ALUMINUM BASE VENTED COVE BASE VENTED COVE BASE METAL LAMINATE BASE STEEL ANGLE BASE STEEL ANGLE BASE TILE COVE BASE EPOXY BASE

09 65 13 09 65 13 09 65 13 09 64 66 09 64 66 06 41 00 05 50 00 05 50 00 09 30 00 09 67 23

DLT TIMBER SLATS LAMINATED SOLID WOOD SLATS CLT WALL PANEL LAMINATED BUTCHER BLOCK GLUELAM PANEL FORBO BULLETIN BOARD (COLOUR 1) METAL PLATE WALL PANEL EXPANDED METAL MESH WALL PANEL EXPANDED METAL MESH WALL PANEL THIN STONE VENEER ACOUSTIC WALL PANEL ACOUSTIC WALL PANEL PAINT PAINT PAINT TILE TILE TILE TILE BACK PAINTED GLASS WALL MOUNTED MIRRORS

06 41 00 06 41 00 06 41 00 06 41 00 06 41 00 06 41 00 05 75 00 09 54 35 05 73 00 04 43 16 09 83 19 09 83 19 09 90 00 09 90 00 09 90 00 09 30 00 09 30 00 09 30 00 09 30 00 08 81 26 08 83 00

SCOPE OF WORK TO BE COSTED SEPARATELY SOW 2 - NEW STEPHENS ELEVATOR

STL2

IMP2

IMP1

A02 CARDIO/PAW

IMP2

FLOOR RAF2

BASE

DATE:

SSF1/STL2

WD3A WD3A

WD3

IMP2

WALL WD2 WD3 WD5 WD6 WD7 TKS1 IMP1 IMP2 IMP4 STN AWP1 AWP2 PT1 PT2 PT3 TL10 TL11 TL12 TL13 GL BP1 MIRROR

RAF2

BASE

IMP2

C.5

IMP5 METAL SIGNAGE, JAMBS AND HEADER PANELS 10 14 00

FLOOR

IMP2

BASE RB1 RB2 ALUM VENTED1 VENTED2 MLAM STL1 STL2 TL01 EPFC2

IMP2

B.5

WD3A

06 41 00

WOOD ATHLETIC FLOORING

IMP2

WD3A

09 30 00 06 41 00

SINTERED STONE STAIR

WAF2

SSF1 SINTERED STONE PERIMETER BENCH

IMP2

WD3A

TILE SINTERED STONE FLOORING

SSF2

TL13

A02A ELEVATOR LOBBY

WD3A

TL02 SSF1

TL13

09 30 00

TL13

TILE

2'-3 1/4"

09 67 23

TL01

IMP1

WD3

EPOXY FLOORING

WD3

09 67 23

EPFC2

IMP1

IMP2

DESCRIPT

PRINCETON UNIVERS

DILLON GYMNASIUM EXPANSION

RAF2 SSF2 SINTERED

SSF2

STONE TREAD AND LANDING SLAB

WD3

EPOXY FLOORING

TL13

IMP1

TL02 TO FEATHER UP TO MEET RAF FINISH AT 175' 0 1/4"

WD3

09 65 36

EPFC1

WD3

12 48 13

STATIC-DISSAPATIVE VINYL FLOORING

WD3

09 65 66

ENTRANCE FLOOR GRILLE

SDF1

IMP4

09 65 66

RESILIENT ATHLETIC FLOOR

MAT1

IMP4

RESILIENT ATHLETIC FLOOR

RAF4

IMP1

SSF1 SINTERED STONE PERIMETER BENCH

WD3A

RAF3

1. REFER TO INTERIOR ELEVATIONS, INTERIOR FINISH SCHEDULE AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. ALL CMU, GWB, EXPOSED STRUCTURE, ASSOCIATED APPARATUSES AND CEILING & WALL SURFACES TO BE PAINTED UNLESS OTHERWISE NOTED. 3. ALL PAINT COLOUR TO BE PT1 UNLESS OTHERWISE NOTED. 4. ALL EXPOSED CEILING TO BE PAINTED (PT1), UNLESS OTHERWISE NOTED. 5. PT1 TO BE BENJAMIN MOORE – 0C #65 – CHANTILLY LACE 6. PT2 TO BE BENJAMIN MOORE – CHARCOAL – FINAL COLOUR LATER CHOSEN BY ARCHITECT. 7. PT3 TO BE BENJAMIN MOORE – BLACK – FINAL COLOUR LATER CHOSEN BY ARCHITECT. 8. RB1 - WHITE - FINAL COLOUR LATER CHOSEN BY ARCHITECT. 9. RB2 - CHARCOAL - FINAL COLOUR LATER CHOSEN BY ARCHITECT. 10. ALL EXTENT OF FINISHES TO BE FROM AFF TO U/S FINISHED CEILING UNLESS OTHER WISE NOTED 11. FLOOR FINISHES TO EXTEND UNDERNEATH ALL MILLWORK.

WD3A

09 65 66

WD3

RESILIENT ATHLETIC FLOOR

RAF2

IMP

09 65 66

RAF2

03 30 00

RESILIENT ATHLETIC FLOOR

03 35 43

CONCRETE SEALER

RAF1

TL02

POLISHED CONCRETE

CSLR1

IMP1

PCF1

RB1

IMP

NOTES:

FLOOR

RAF2

BASE

IMP

FLOOR

10'-6 1/4"

OWNER PROJ #: 10012267 SSF1 SINTERED STONE PERIMETER BENCH

DIGSAU PROJ #: 1922

SSF1 SINTERED STONE PERIMETER BENCH

SCALE:

As indicated

FORMAT:

36" X 48"

DRAWN:

CHECKED:

DATE:

12/21/21

SHEET NAME:

LEVEL A FIN PLAN

SHEET NUMBER:

4.6

3.3

2.7

A902

PROJECT PHASE:

ISSUED FOR B

13x.2 13x.1 13x

Level A Finishes Plan

LEVEL A FINISHES PLAN 1/8" = 1'-0"

EXISTING FLOOR TO REMAIN EXISTING WALLS TO REMAIN EXISTING DOOR TO REMAIN

3'-2 1/2"

GENERAL NOTES - FLOOR PLANS

ALL DIMENSIONS TO FINISH FACE OF WALL UNLESS NOTED OTHERWISE.

CONFIRM FEC LOCATIONS W/ FIRE MARSHALL.

CONTRACTOR TO PROVIDE BEHIND-WALL REINFORCING AND/OR BLOCKING FOR ATTACHMENT OF MILLWORK, CASEWORK, FIXTURES, HANDRAILS, AV EQUIPMENT, ETC.

PAINT ALL EXPOSED STRUCTURE.

PROVIDE LEVEL 4 FINISH AT ALL GWB PARTITIONS AND CEILINGS UNLESS NOTED OTHERWISE; PROVIDE LEVEL 3 FINISH AT MECHANICAL ROOMS AND ELECTRICAL CLOSETS. PROVIDE LEVEL 5 FINISH AT CEILING OF A01 LOBBY.

C-WD1

C-GWB 7' - 9"

MJMA 425 Adelaide Street West, Level 6 Toronto, ON MSV 3C1, Canada LANDSCAPE James Corner Field Operations 475 10th Avenue, 9th Floor New York, NY

CIVIL ENGINEERING8 Langan A451 300 Kimball Drive, 4th Floor Parsippany, NJ

A451

0F2A 0F2A

0 F3A

WALL MOUNTED FLAT PANEL DISPLAY REFER TO AV

0F2A

4 A818

SIM

4 A818

0P6A

0F2A

WINDOW BOX 'TYPE 3'

0F6A

W05

DATE:

W05

3 A431

0F6A

SCALE:

A635

A431

6'-6"

EQ EQ

2'-1 7/8" SLOPED

SP.

CF1

SKYLIGHT

CF1

EDGE OF GYP FINISH

C-GWB

9 A631

3 A451

5 A814

1'-6"

SLOPED

EQEQ

EQ EQ

U/S OF EXISTING STRUCTURE BEYOND

A01 LOBBY

7 A810

EXP --

Hx.2

EQ EQ

DESCRIPTION:

EQ.

A814

A431

SP.

A810 C-IMP1 12' - 0"

CF1

9'-0"

C-GWB SLOPED

2 A411

SP.

WAP

SP.

EXP --

SP.

SIM

A810 4'-0"

C-GWB 13' - 2"

C-IMP1 SLOPED

C-IMP1 12' - 11"

A451

DATE:

C-IMP1 10' - 0"

C-IMP1 11' - 0"

RWS

EQ.

07 95 14 INTERIOR EXPANSION JOINT COVER

2'-0"

36" X 48" Author Checker

DATE:

12/21/21

RWS

EQ. 19'-0"

3'-0"

Fx.9 EQ.

RWS

EQ.

23'-9"

19'-7 5/8"

A431

A02COR BRIDGE

3'-11"

19'-0"

EQ.

RWS

EQ.

C-IMP1 12' - 11"

A410

A431

9 A623

C-IMP1 12' - 11"

SHEET NAME:

1/4" = 1'-0"

As indicated

FORMAT:

36" X 48"

DRAWN:

Author

CHECKED:

Checker

DATE:

12/21/21

SHEET NUMBER:

A720

A721

PROJECT PHASE:

ISSUED FOR BID

Enlarged RCP

SCALE:

ENLARGED RCP LOBBY & RECEPTION

SHEET NUMBER:

Enlarged Plan

DIGSAU PROJ #: 1922

SHEET NAME:

ENLARGED PLANS LOBBY & RECEPTION ENLARGED RCP - LOBBY & RECEPTION

ENLARGED PLAN- LOBBY & RECEPTION 1/4" = 1'-0"

DILLON GYMNASIUM EXPANSION

19'-8"

OWNER PROJ #: 10012267 C-IMP1 12' - 11"

As indicated

FORMAT: DRAWN: CHECKED:

DESCRIPTION:

PRINCETON UNIVERSITY 4 A635

SEE MECH LINEAR DIFFUSER

RWS

DIGSAU PROJ #: 1922

3 A635

C-WD5

SP.

A810

DILLON GYMNASIUM EXPANSION OWNER PROJ #: 10012267

19'-7 3/4"

A01A VESTIBULE

PRINCETON UNIVERSITY

A02COR-1

2 A818

A01E STORAGE

C-GWB 6' - 6"

CF1

0P6A

0F2A

W05 4 A634

C-GWB 12' - 0"

4'-0"

SP.

C-IMP2-A 12' - 0"

A810 SIM

0P6A

W05

23'-9"

SP.

13'-0"

WINDOW BOX 'TYPE 3' EQ

6 1/2"

8'-1

7'-8

2'-1 1/2"

0F2A

0F6A

.5°

Gehl Studio Inc. 395 Hudson Street, 8th Floor New York, NY 10014

EQ.

A01COR CORRIDOR

APC2 12' - 0"

A01B RECEPTION

4 1/4"

WINDOW BOX 'TYPE 3'

0P6A

0F6A 5"

120

MOBILITY WSP USA 2000 Lenox Drive, 3rd Floor Lawrenceville, NJ 08648

C-IMP1 12' - 11"

6'-6"

20'-8"

0F6A

13'-7"

HERITAGE Joseph K. Oppermann Architect, P.A. 539 North Trade Street Winston-Salem, NC

19'-8" 4 A432

0F6A

0F2A

C-IMP1 12' - 11"

2'-1 1/4"

SWING GATE

WINDOW BOX 'TYPE 3'

Fx.9 W05

SP.

3'-2"

RL4

0F2A

EQ.

A01C WC

EQ.

A810

A411

20'-6"

0F2A

A810

59'-10"

4 A513

0F6A

6'-7 1/2"

19'-0" 1 A814

4 1/4"

6'-6"

11'-0"

13'-0"

17'-9 1/2"

WINDOW BOX 'TYPE 2'

0F2A

A01D BUSINESS OPS

C-IMP1 10' - 1"

A814

7'-4"

A453

1:14SLOPE

AWP-2

EQ.

SLOPED

5'-1 1/2"

7'-11"

2'-5"

0A3A AWP-2

C-GWB 10' - 0"

SP.

A01F LOUNGE

CF1

0F3A

8 C-IMP1 12' - 0"

20'-11"

5 1/2"

RL4

A820

SP.

A451

FB 173'-9 1/4"

ACOUSTICAL AV, IT, SECURITY Shen Milsom & Wilke 417 Fifth Avenue New York, NY

Jx.1 EQ

SIM

7 A810

A731

MWA03-1

19'-0"

C-GWB 4' - 5"

Hx 2

IMP1

19'-0"

Hx.2

5 A431

A451

BUILDING ENVELOPE + SUSTAINABILITY Thornton Tomasetti 51 Madison Ave New York, NY

A451

Hx.2

W06

SIM

WINDOW BOX 'TYPE 4'

A01 LOBBY

A722

CLIMATE ENGINEER Transsolar 220 East 23rd Street, Suite 403 New York, NY

21'-7"

A722 3

A01B RECEPTION

C-IMP1

175'-0"

37'-7"

3 A451

MWA01B

3x.1

LIGHTING The Lighting Practice 600 Chestnut St, Suite 772 Philadelphia, PA

EXP --

6'-0"

3'-8"

A01C

AUTOMATIC TURNSTILE

11'-2"

0P6A

4 A818 W-IMP2

2'-0 1/2"

W-IMP2

0A6A

HINGED IMP2 PANEL

2 A820

A731

CF1

0A6A 2'-0"

TRACK LIGHT

A410

SLOPED

0 F3A 0F6A

LINEAR CEILING MOUNTED LIGHT FIXTURE LINEAR WALL MOUNTED LIGHT FIXTURE

A432

0 F3A

19'-0"

C-GWB

.3° 106

0F6A

MEP/FP ENGINEERING Vanderweil 101 Grovers Mill Road Lawrenceville, NJ

GENERAL NOTES: 1. REFER TO INTERIOR FINISH SCHEDULE FOR REFERENCE AND ADDITIONAL INFORMATION TO FINISH TYPES 2. ALL GWB TO BE PAINTED UNLESS OTHERWISE NOTED 3. DEVICES AND SPRINKLERS TO BE CENTERED IN CEILING TILE, UNLESS OTHERWISE NOTED. 4. ALL DEVICE LOCATIONS TO BE COORDINATED W/ ARCHITECT 5. COORDINATE CEILINGS WITH MECHANICAL AND ELECTRICAL DOCUMENTS. 6. NUMBER AND LOCATION OF ALL ACCESS PANELS TO BE COORDINATED ON SITE WITH ARCHITECT BEFORE MECHANICAL AND ELECTRICAL INSTALLATION. 9. CONTINUOUS STRIP LIGHTING FIXTURES TO BE EDGE TO EDGE. IF INFILL PANELS ARE REQUIRED, COORDINATE W/ ARCHITECT PRIOR TO INSTALLATION. 10. SPRINKLERS HAVE BEEN INDICATED ON RCP DRAWINGS FOR LOCATION AND COORDINATION. CONFIRM QUANTITY OF SPRINKLERS WITH MECHANICAL DRAWINGS. 11. SPRINKLERS ABOVE FINISHED CEILING, IF REQUIRED ARE NOT SHOWN ON ARCHITECTURAL DRAWINGS 12. REFER TO INTERIOR ELEVATIONS, INTERIOR FINISH SCHEDULE AND SPECIFICATIONS FOR ADDITIONAL INFORMATION 13. ALL EXPOSED CEILINGS TO RECEIVE PAINT FINISH UNLESS NOTED OTHERWISE.

4 1/4" 1'-6 3/4"

4 A818

WINDOW BOX 'TYPE 3'

6'-6"

9'-3"

0P6A 39'-11"

SIM

A01A-2 1'-0"

A722 2

0P6A

Jx.1

3x.9 9

A05 CUST/STOR

4 1/4"

1'-4"

0F6A

WINDOW BOX 'TYPE 3'

A432

0F2A

0A3A

5'-5"

5'-1 1/2"

22'-4"

0A6A

VENDING MACHINE (NIC)

A01E

2'-0"

0F6A

A01COR CORRIDOR

0 A6A

IG-A03

9'-6"

0F6A 1

A722

3'-6"

0F6A

A01F LOUNGE

21'-4 1/2"

A770 10

.5°

0A6A

FD 8 7

0 A6A

A01E STORAGE

0F3A

3'-4" 5"

0F2A

LINEAR SUSPENDED LIGHT FIXTURE LINEAR RECESSED LIGHT FIXTURE

CODE & ACCESSIBILITY Jensen Hughes 30 S 15th Street Philadelphia, PA

C-GWB 10' - 5"

SP.

6'-0"

120

0F6A

0 A6A IG-A01D

0F3A

IMP1

A01D BUSINESS OPS

A01D

Alig

0 F3A

A723

2 S6A

A01A VESTIBULE

9'-7"

5 .5°

8 A722

A01C WC

4'-3"

120

5 A513

17'-4"

0F6A

2 S6A

IMP2 HINGED PANELS

MWA03-2

IMP1

7'-5 1/2"

5 1/2"

0F3A

16'-10"

RL4

Jx.1

9" 8'-5"

4 A451

17'-9 1/2"

173'-9 1/4"

0F3A

2 A6A

2 S6A

.5°

0F6A FEC 0F3A 0A6A

9'-1"

16'-7"

ALIGN 5'-0"

12'-7 1/2"

A04COR CORRIDOR

W05

ALIGN

2 S6A

120

7'-8 1/2"

1:14 SLOPE 2'-5"

WALL MOUNTED FLAT PANEL DISPLAY REFER TO AV

W05

A630

F10b

0F1A

9'-8"

RL4

Gehl Studio Inc. 395 Hudson Street, 8th Floor New York, NY 10014

0F2A

STRUCTURAL ENGINEERING LERA 40 Wall Street, 23rd Floor New York, NY

CEILING FAN- CF1- 60 CEILING FAN- CF2- 44 CEILING FAN- CF3- 52

ROLLER WINDOW SHADE

VERTICAL TRANSPORTATION Van Deusen 120 Eagle Rock Ave, Suite 310 East Hanover, NJ

A451

11 A770

EQ. EQ.

1 A770

EXISTING SLAB W/ DUCT PENETRATION

0F6A

MOBILITY WSP USA 2000 Lenox Drive, 3rd Floor Lawrenceville, NJ 08648

19'-8"

A04 OFFICE

4'-1"

4 A820

0A6A

19'-0"

RWS-1

5'-2" EXP --

APC2 9' - 0"

STORMWATER Nitsch 2 Center Plaza, Suite 430 Boston, MA

ACCESS PANEL

EQ.

C-GWB 9' - 0"

4 1/4"

WINDOW NICHE

MOP SINK REFER TO MECH

4'-0"

0A3A

19'-0"

TRASH RECEPTACLES NICHE (NIC)

0A6A W-IMP2

MWA03-3

A432

1'-10"

AV RACK REFER TO AV

19'-0"

7'-7"

FEC

FD 10'-6"

0 A6A

0A6A

19'-0"

1'-9"

A05

A04 OFFICE

6'-11"

2'-0 1/2"

Align

A05 CUST/STOR

5'-2"

HERITAGE Joseph K. Oppermann Architect, P.A. 539 North Trade Street Winston-Salem, NC

A04

1'-11"

A432

0F6A

A05COR CORRIDOR 1'-4"

CODE & ACCESSIBILITY Jensen Hughes 30 S 15th Street Philadelphia, PA

CIVIL ENGINEERING Langan 300 Kimball Drive, 4th Floor Parsippany, NJ

WIRELESS ACCESS POINT

SPECIALTY EQUIPMENT

RECESSED DOWN LIGHT FIXTURE

VERTICAL TRANSPORTATION Van Deusen 120 Eagle Rock Ave, Suite 310 East Hanover, NJ

1 A6A

RL6

A432

IG-A08

RL6

A04COR CORRIDOR

0 F3A

3x.1

A442

09 29 00 09 25 12

RECESSED WALL WASHER

2'-0"

3x.9

GYPSUM WALL BOARD ACRYLIC STUCCO CEILING

SUSPENDED CYLINDER

6'-0" TYP

C-GWB-S1

CAMERA (CEILING) CAMERA (WALL)

EQ TYP

SPEAKER

A06 CNTL/ELEC

APC2 9' - 0"

DAYLIGHT SENSOR SUB-WOOFER

C-STUC

LANDSCAPE James Corner Field Operations 475 10th Avenue, 9th Floor New York, NY

OCCUPANCY SENSOR EXIT SIGN SUB

09 51 23 09 29 00

EQ TYP

5'-1"

WG-2

0 A6A

ACOUSTICAL AV, IT, SECURITY Shen Milsom & Wilke 417 Fifth Avenue New York, NY

7'-4"

WG-2

A05COR CORRIDOR

WG-2

10'-2 1/2"

0 A6A

A723

EXP --

DIFFUSER LINEAR DIFFUSER

09 51 13 09 51 23

ACOUSTIC CEILING TILE GYPSUM WALL BOARD

MJMA 425 Adelaide Street West, Level 6 Toronto, ON MSV 3C1, Canada

SMOKE DETECTOR

ACOUSTIC PANEL CEILING

EXP --

3'-9 1/2"

A08

9 WG-2

11'-10"

09 54 35 09 51 13

SPRINKLER (SIDEWALL)

ACOUSTIC CEILING TILE

ACT2 C-GWB

ARCHITECT DIGSAU 340 N 12th Street, Suite 421 Philadelphia, PA 19107

SPRINKLER (UP/DOWN)

APC2

EQ EQ

0 A6A

05 75 00 09 54 35

EXPANDED METAL MESH ACOUSTIC PANEL CEILING

SPRINKLER (PENDANT) SPRINKLER (UPRIGHT)

ACT1

LIGHTING LEGEND

A07 STORAGE

A08 OFFICE

BUILDING ENVELOPE + SUSTAINABILITY Thornton Tomasetti 51 Madison Ave New York, NY

A311

A06 CNTL/ELEC

8'-10 1/4"

6'-0"

A07

AD310

METAL PANEL CEILING EXPANDED METAL MESH

C-IMP3 APC1

SPRINKLER (CONCEALED)

FOR ALL ACP CEILING PROVIDE CONT. PERIMETER WALL TRIM

APC2 9' - 0"

4 1/4"

A08 OFFICE

A09 CONSULT

C-IMP1 C-IMP2

CLIMATE ENGINEER Transsolar 220 East 23rd Street, Suite 403 New York, NY

9'-1 1/2"

A07 STORAGE

3 A730

06 41 00

CF1

EQ.

9'-0"

A723

LIGHTING The Lighting Practice 600 Chestnut St, Suite 772 Philadelphia, PA

0 A6A

IG-A08

9'-9"

MEP/FP ENGINEERING Vanderweil 101 Grovers Mill Road Lawrenceville, NJ

18'-9 1/2"

06 41 00 06 17 21

SUSPENDED WOOD CEILING PANEL - CLT

SUSPENDED WOOD PANEL -GLULAM PANEL 06 18 00

CLIENT Princeton University Department of Facilities MacMillan Building, Princeton, NJ 08540

FIRE BELL (CEILING)

06 17 21

SUSPENDED WOOD CEILING PANEL- SLATS DLT ACCESS PANEL

XXX

6'-0"

IG-A09

4'-0"

DLT ACOUSTIC DECK

C-WD5 C-WD7

EQ.

WALL MOUNTED FLAT PANEL DISPLAY REFER TO AV

8 0 A6A

A451 A815

STRUCTURAL ENGINEERING LERA 40 Wall Street, 23rd Floor New York, NY

6'-0"

A723

A09 CONSULT

18'-5 1/2"

4 7

C-WD3 C-WD4

A09

STORMWATER Nitsch 2 Center Plaza, Suite 430 Boston, MA

EQ. EQ.

A451

FIRE BELL (WALL)

RCP LEGEND

ARCHITECT DIGSAU 340 N 12th Street, Suite 421 Philadelphia, PA 19107

AT ALL RENOVATED ROOMS IN CONTRACT SCOPE, PAINT ALL EXISTING GYPSUM WALL BOARD THAT IS REMAINING IN PLACE UNLESS NOTED OTHERWISE

A451

CLIENT Princeton University Department of Facilities MacMillan Building, Princeton, NJ 08540

20'-11"

C-GWB 7' - 3"

9'-0"

REFER TO G100 SERIES FOR LIFE SAFETY PLANS INCLUDING LOCATIONS OF FIRE RATED CONSTRUCTION. REFER TO A800 FOR PARTITION TYPES. ALL PARTITION WALLS TO EXTEND TO UNDERSIDE OF FLOOR ABOVE UNLESS OTHERWISE NOTED.

EQ.

2 A112

REFER TO A001 FOR PLANS AND RCP SYMBOLS AND MATERIAL LEGENDS AND ABBREVIATIONS

2. 3.

8'-2"

GUELPH SOUTH END COMMUNITY CENTRE MAIN ENTRANCE VIEW

Guelph South End Community Centre Construction Documentation | 2019-2021

5883

1045

C o n t r a c to r m u s t c h ec k a n d v er i f y a l l d i m en s i o n s o n t h e j o b , a n d r e p o r t a n y d i s c r e p a n ci es to t h e A r c h i t e c t b e f o r e p r o ce e d i n g w i t h t h e w o r k .

350

LITE - GLASS TYPE AND THICKNESS

Overall Thickne ss

TYPE

INNER

900

GL22

TYPICAL FRONT ELEVATION

GL22 GL22

GL22

D221B

SF2

6608 EQ

GL22

47 1 : 75

301

1446

1100

GL22

DECALS: - OPAQUE DECALS, 50mm IN DIAMETER AT 100mm OC

Sc-221.4

48 1 : 75

2045

GRAPHIC VISIBILITY (GV) FOR GLAZING:

Sc-221.4

Sc-221.5

1/ M123

FT 6mm SGP FT 6mm HS 12mm, PVB FT 6mm PVB FT 6mm FT 8mm PVB FT 8mm FT 10mm, PVB

GL21

+4500 LEVEL 2

Sc-221.5

FT 8mm FT 8mm

GL16 GL16b GL20

+4500 LEVEL 2

GL11 GL15

GL22

2600

GL22

3500

3700

GL22

4500 EL 2

1:5

GL22b GL23

STRIPS:: - CONT OPAQUE STRIP, 50mm MIN WIDTH AT FULLY-GLAZED DOORS AND SIDELIGHTS NOTES: - PROVIDE AT LEAST 70% CONTRAST - GRAPHIC AND COLOUR TBD BY ARCHITECT - REFER TO LOCATIONS SHOWN ON INTERIOR SCREEN SCHEDULE

NOTES

GL23b GL30

GL22

SF4

GL22

D221A

+4500 LEVEL 2

Sc-221.3

D220

SF2

Sc-221.2

1 : 75

LAMINATE INTERLAYER:

R EV I S I O N S A N D I S S U E S

DS PYRO

PVB SGP

REV

Sc-221.1

Sc-221.1 1 : 75

TYPICAL DETAIL - GRAPHIC VISIBILITY STRIP & DECAL LAYOUT

FULLY TEMPERED HEAT STRENGTHENED

DOUBLE SILVER PYROLYTIC

POLYVINYL BUTYRAL SENTRYGLAS PLUS LONOPLAST

CERAMIC COATING: FRx

SURFACE BLACK TINTED GLAZING INSULATED BACK PANEL

REFER TO GLASS FRIT TYPE AND SCREEN SCHEDULE

- ALL FRITS TO BE APPLIED ON SURFACE #3 FOR IGU, UNLESS NOTED OTHERWISE. - CUSTOM CERAMIC DIGITAL FRIT PRINTING REQUIRED WHERE INDICATED.

DESCRIPTION

DATE

ISSUED FOR COORDINATION

2019-12-19

ISSUED FOR CLASS B+ COSTING

2020-03-17

ISSUED FOR TENDER REVIEW

2020-10-15

ISSUED FOR 100% DETAILED DESIGN

2021-02-02

FRIT LEGEND FR1:

FR2:

TBD

NOTES: - GLASS THICKNESS: 6mm MINIMUM AND AS REQUIRED TO SUIT DESIGN REQUIREMENTS - DESIGN FOR GUARD LOADS WHERE REQUIRED. INDICATE LOCATIONS ON SHOP DRAWINGS - GLASS AND INTERLAYER COLOUR: CLEAR UNLESS OTHERWISE INDICATED - APPLIED FILM (SAFETY DOTS FOR GLAZING), SEE SPECIFICATIONS, CUSTOM CUT PATTERN TBD BY CONSULTANT

MIRROR SCHEDULE NO.

HEIGHT

LENGTH

OFFSET OFF FLOOR

1909 1285 1285 1860 1285 1285 1285 1285 1285

7258 6372 6372 3600 3600 3586 2800 2600 2600

300 940 940 940 940 940 940 940 940

MIR-204 MIR-168 MIR-169 MIR-180 MIR-181 MIR-201 MIR-202 MIR-209 MIR-208

+4500 LEVEL 2

1 : 75

SF5 SF6 SF7

1500 AFF

GL22

1200 AFF

GL22

3500

GL22

LOW 'E' COATING:

FT HS

SUR GLBT IBP

INTERIOR ALUMINUM DOOR & STOREFRONT GLAZING SYSTEM ALUMICOR 3400 SERIES DURANAR FINISH FROM STANDARD COLOUR RANGE BUTT JOINT LAMINATED GLAZING IN ALUMINUM CHANNEL U-CHANNEL AT HEAD AND U-CHANNEL AT BASE 100mm HIGH CHANNEL BY INKAN 4” RAIL AND REQ'D SADDLE VERTICAL SILICONE SEALED BUTT JOINTS 6mm MAX WIDTH BUTT JOINT IGU GLAZING IN ALUMINUM CHANNEL U-CHANNEL AT HEAD AND U-CHANNEL AT BASE HEAD CHANNEL DEEP ENOUGH TO ACCOMMODATE STRUCTURAL DEFELCTION AND CREEP VERTICAL SILICONE SEALED BUTT JOINTS 6mm MAX WIDTH GLASS GUARD SYSTEM, U-CHANNEL AT BASE, DESIGN FOR GUARD LOAD INTERIOR COUNTERSUNK PINNED PARTITIONS ON STANDOFF SYSTEM, GUARD LOADING MIRROR ADHERED TO PLYWOOD SUBSTRATE (UNLESS OTHERWISE NOTED) EXTRUDED ALUMINUM, CLEAR ANODIZED, CHANNEL SHAPE FOR ALL EXPOSED EDGES AT PERIMETER

SF2

GLASS TYPE:

ABBREVIATIONS:

FT 8mm SGP FT 8mm HS 12mm

FT10mm SGP FT10mm

SF1

2168 EQ

Glass restrained 4 sides, to 3000 mm high. Double glazed IGU. Glass restrained top and bottom, siliconed butt jointed verticals, to 3000 mm high. Non guard load conditions. Double glazed IGU. Glass restrained top and bottom, siliconed butt jointed verticals, to 3600 mm high. Guard load conditions. FR1 SAME AS GL16, WITH CERAMIC FRIT Laminated glass. Glass restrained top and bottom, siliconed butt jointed verticals, to 2400 mm high. Non guard load conditions. Laminated glass. Glass restrained top and bottom, siliconed butt jointed verticals, to 3000 mm high. Non guard load conditions. FT 10mm Laminated glass. Glass restrained top and bottom, siliconed butt jointed verticals, to 3700 mm high. Non guard load conditions. Same as GL22, with ceramic frit. Laminated glass. Glass restrained top and bottom, siliconed butt jointed verticals, to 3700 mm high. Guard load conditions. Same as GL23, with ceramic frit. Laminated glass. INTERIOR SCREENGlass FRAME TYPES Guard load condition. railing, catntilevered. FT 6mm SGP FT 6mm

FT 10mm SGP FT 10mm

D o n o t s c al e t hi s dr aw i n g.

GLAZING SCHEDULE LEGEND

CERAMIC COATING

OUTER

INTERIOR GLAZING SCHEDULE

8608 EQ

1 : 20

B L A CK W E L L S T R U CT U R A L E N GI N E E R S S T RU C T U R AL E N G I N E E RS

EQ NOTES

EQ 301

GL16 GL22

GL16

1446

1100

GL22

GL16b

GL22 GL16b

GL16b

GL22

+4500 LEVEL 2

D221A

2456

3200

GL16b

+4500 LEVEL 2

Sc-219

SF2M123 Sc-221.3 1 : 75 1/

SF2

1/ M123

204

2000 SF4

SF2

ALIGN HM THERMALLY BROKEN SINGLE REBATE ALIGNFRAME AT EXTERIOR CMU WALL +0 LEVEL 1

GL11

Sc-138.2

GL11

Sc-138.2

D158

1 : 75

JS-02

SF4

GL11

1000

+0 LEVEL 1

Sc-158

Sc-158 1 : 75

SF1

GL21

Sc-138.1 1 : 75

Sc-157

SF2

Sc-157 1 : 75

+0 LEVEL 1

Sc-145

1000

1303

GL15

3000

D114A

SF4

+0 LEVEL 1

Sc-114.1

5 ALUMINUM FRAME AT PARTITION

1 : 75

1600

Sc-138.2

JA-02

JA-02 JA-02

+0 LEVEL 1

1 : 75

3700

200 800

1/ M123 Sc-144.3

Sc-219

GL15

GL21

GL15

GL22

1 : 75

102 2345

GL21

1015

1000

GL16

GL21

D162

GL21

GL21b

GL21

UCH1

3 28

1167

GL16

GL21

+0 LEVEL 1

1233

413 1098 1100

GL21

D179

+0 Sc-179 LEVEL 1

GL21

1068

745

1200

GL15

D127B

Sc-137

GL21

Sc-137 1 : 75

1 SF2

Sc-149.1

SF4

ALUMINUM FRAME W/ WOOD DOOR AND SIDELIGHT 4W/ WOOD ALUMINUM FRAME DOOR AND SIDELIGHT

SF4

1200

GL15

6620 1204

3335

2080 1338

1219

GL15

GL21

1 : 75

1200

GL15

SF4

GL15

JA-03 JA-03

1000

GL15

1303

2068 GL15

SF4

2068 GL15

Sc-125.2

GL15

D114A

ALUMINUM3 FRAME TO BUTT-JOINT ALUMINUM FRAME TOGLAZING BUTT-JOINT GLAZING SF4

+0 LEVEL 1

Sc-114.1

A700 DOOR JAMB TYPE 6 Sc-114.1 1 : 75

1 : 10

A700 DOOR JAMB TYPE A700 DOOR JAMB TYPE 5

1 : 10

703 795

SF4

Sc-138.2

1 : 75

200 800

1210

GL21

+4500 LEVEL 2

Sc-216.1

SF2

GL22b

OVE

GL22b

JS-02

GL22

GL22b

+4500 LEVEL 2

6245

SF6

Sc-204.2

1 : 75

C IT Y O F G U E L P H

3324

GL16

D200

GL21

2000

4719 1 CA RDE N STRE ET,

1047

G UELPH, EQ ONTARI O EQ EQ

N1H 3A1 T : 5 19 8 22 1 26 0

F : 5 1 9 8 2 6 9 7 71 GL21

GL21

D175.1

GL21

+4100 ARENA CONCOURSE

205

SF2

25 Poppy D riv e , GuelphSc-200 ON 1 : 75 N 1 L 0A 7

Sc-144.1

+0 LEVEL 1

1100

Sc-175

10mm RECESS

1 : 75

Sc-144.1 SEALANT ALIGN c/w 20 -

1368

365 1100 FILL FRAME SOLID

365

WITH MORTAR AT ALIGN OPACICOAT ON 1675 SURFACE 2 (DARK CHARCOAL) 20 20. 10. 15 SURFACE 2 (DARK CHARCOAL) 1718 PHANTOM DOOR JAMB

S CAL E

GL11

JC-04 GL11

GL11

833

GL21

GL11

As OPACICOAT indicated ON RATED LOCATIONS

DA TE

GL21

D168C

D160

GL21

P R O J EC T N U M B ER

JC-04

DR AGL21 WSF1 ING Sc-161 NUM B ER GL21

+0 LEVEL 1

SF1

+0 LEVEL 1

Sc-160

A 72 0

D148.1

LEVEL 1

Sc-160 1 : 75

SF2

+0 LEVEL 1

Sc-144.3

ALIGN W/ Sc-144.3 FIN. FACE OF22 PUBLIC/C 1 : 75 SIDE

LEVEL 1

2772

K E YP L A N

SF2

1 : 75

+0 LEVEL 1

Sc-175

1 : 75 SIDES INTERIOR SCREEN BOTHOPACICOAT ON 65 TYP. 65 SCHEDULE 10 SURFACE 2 (DARK CHARCOAL)

PLANS Sc-149.1

200

Sc-148.1

JH-01

1 : 75

N OR T H A R R O W

2345

JH-02 1015

GL21

HM FRAME AT CMU BLOCK/ PRECAST CONCRETE WALL

GL21

GL15

GL21

GL15

GL21

1000

999

HM FRAME AT STUD WALL

GL21

GL16

D112A

1200

Sc-114.2

4016

GL16

1200

JH-6

SF2

Sc-114.2 1 : 75

+0 LEVEL 1

1200

-1000 ICE RINK

1200

1068 P ROJECT TITLE

GL15

D114B

2 5 P o p p y D riv e , G u e lp h O N N 1 L 0A 7

DR AW IN G TITL E

+0 LEVEL 1

SF4

1200

GL20

1200

Sc-114.3

1 : 75

1200

CW2

2000 +0 LEVEL 1

20 20. 10. 15

400

1200

GL15

1200

P R O J EC T N U M B ER

1200

GL15

17 18

GL15

Sc-179

JH-01

1 : 75

As i ndi cat ed DA TE

GL20

D179

IN T E R I O R S C R E E N SCSc-114.3 HE D UL E S CAL E

FIN. FACE OF PUBLIC/CORRIDOR SIDE

Sc-125.1 HM BROKEN FRAME GL15 THERMALLY GL15 GL15 GL152 GL15SINGLE GL15 REBATE GL15 GL15 GL15 AT EXTERIOR CMU WALL

Sc-138.1

1 : 75

GL15

-1000 ICE RINK

DOOR SWING VARIES, SEE ALIGN PLANS

1200

GL15

Sc-137 413SF4 1098 2200 1102 703 THERMALLY BROKEN Sc-137 9 1 : 75 HOLLOW METAL FRAME ALIGN W/ W/ INS-40

Sc-125.1

Sc-149.2

D127B

8 10 +0 LEVEL 1

Sc-149.2

TYP. FILL FRAME SOLID 1 G U ELP H S O U TH EN D C O MMU N IT Y WITH MORTAR AT C EN TR E RATED LOCATIONS

DOOR PANEL, SEE PLAN FOR SWING +0 LEVEL 1 DIRECTION

GL16

1200

+0 LEVEL 1

Sc-149.3

10mm RECESS c/w SEALANT BOTH SIDESTYP. GL16 GL16 GL16

GL16

GL21

Sc-149.3 L SUPPORT ANGLE 600mm c.c.16TO SECURE & ANCHOR 10mm RECESS GL15 GL15 GL15 1 : 75 DOOR FRAME (BOTH c/w SEALANT SIDES OF DOOR), AS REQ. THERMAL ISOLATION PAD BOTH SIDES AND FASTENER BUSHINGS AND WASHER SYS

-1000 ICE RINK

1 : 75

GL21

+0 LEVEL 1

GL15 1 : 75

+0 10001 LEVEL

2475

GL21

D149

SF2

Sc-145

SF4

D R A W I N G N U M B ER

Sc-179 1 : 75

GL15

D112B

HM FRAME AT CMU BLOCK/ PRECAST CONCRETE WALL 1 : 75

SF4

AJH 7

+0 LEVEL 1

Typical Door Jamb Types Sc-138.1

GL22b

1445

+0 LEVEL 1

DOOR ADAPTOR DOOR ADAPTOR

GL16

204

+0 LEVEL 1

TYPICAL HM FRAME JAMB

1 : 75

GL22

1200

OVERHEAD SHUTTER, FAC OVERHEAD

GL16

ALIGN W/ 1Sc-164.1 Sc-161 25 24 FIN. FACE 1 : 75 1 :OF 75 DOOR SWING PHANTOM DOOR JAMB PUBLIC/CORRIDOR +0 +0 PHANTOM DOOR SIDE JAMB VARIES, SEE 1 : 75

1000

SF4

+0 LEVEL 1

GL22

39 1 : 75 Sc-169

Sc-169

P RO JECT TITLE

JC-04

2724

Sc-179

SF4

GL15

Sc-138.2

1200

GL21

SF2

D161

492

779

745

GL22

CENTSF4RE Sc-200

+0 LEVEL 1

GL21

GL15

Sc-136

+0 LEVEL 1

Sc-125.2 D127A

GL22

GL21

ALIGN

GL21

Sc-136

1000

GL15

1 : 75

GL20

GL21

GL15

ALUMINUM FRAME TO BUTT-JOINT GLAZING

1000

GL15

D136

D112B

JA-03

+0 LEVEL 1

GL15

4076

+0 LEVEL 1

1200

FRAME (SEE SCREEN SCHED)

Sc-145

GL15

JS-

JS-02

1200

+0 LEVEL 1

Sc-108

GL15

1 : 75

-1000 ICE RINK

1 : 75

GL15

Sc-114.3

ALUM. OR WOOD2000 400 1200 1200 ALUM. OR WOOD DOOR DOOR Sc-108

Sc-138.1

GL15

+0 LEVEL 1

UCH1

4016

4260

SF1

Sc-138.1

GL15

LINE OF FINIS INDICATED

JAMB TYPES - HOLLOW METAL FRAME *SEE PLAN FOR DOOR SWING DIR

GL21

SF2

18 1 : 75

BASE SHOE Sc-114.3 BASE SHOE 8 BELOW ALUM. OR WOOD BELOW DOOR

GL21

+4500 LEVEL 2

D145

Sc-157

BASE SHOE BELOW

-1000 ICE RINK

1 : 75

GL21

+4100 ARENA CONCOURSE

+0 LEVEL 1 SF1

D114B

+0 LEVEL 1

SF4

+0 LEVEL 1

GL15

Sc-158

GL15

GL21 GL16b

TYPICAL HM FRAME JAMB

GL11

549

1 : 75

GL21

GL11

GL15

3000

+0 LEVEL 1

1 : 75

1102

2360

Sc-164.2

+0 LEVEL 1

Sc-149.2

SF1

1356

2200

1200

Sc-149.2

450

7 5 77 K E E L E ST RE E T , S U I T E 20 0 C ONCORD , ON L4K 4X3 T : 9 05 7 38 3 93 9 F: 9 0 5 7 3 8 6 9 9 3

13 1 : 20

SSG ALUMINUM SSG ALUMINUM FRAME (SEE SCREEN SCHED) FRAME (SEE SCREEN SCHED) DOOR ADAPTOR EQ EQ EQ EQ EQ

+0 LEVEL 1

Sc-200.2

1/ M123

CW2 GL21

1 : 75

1100

Sc-200.2

GL21

1200

GL20

DR AW IN G TITL E

CI V I L EN GI N EER S

2409

1 : 75

INTERIOR COUNTERSUNK PINNED PARTITIONS

GL16

GL21 GL16b

GL21 GL16b GL21 GL16b

Sc-114.2

-1000 ICE RINK

+0 LEVEL 1

Sc-125.1

Sc-164.3

1 : 75

SF2

Sc-125.1

Sc-164.3

SLIDING DOOR

365

Sc-144.2

ROLLER GUIDE, DOOR PANEL SIZED TO ENSURE MINIMUM OVERLAP

D112A

999

1Sc-168 : 75

1 : 75

Sc-144.2

1068

GL21

Sc-125.2 D149

SF2

GL16

SF4

Sc-206 LEVEL 1

GL16

SF4

+0 LEVEL 1

+4500 LEVEL 2

Sc-206

GL21

1000

GL21 +0 LEVEL 1

JS-05

Sc-168

D168A

GL16

SF6

JAMB TYPES - HOLLOW METAL FRAME *SEE PLAN FOR DOOR SWING DIRECTION G U ELP H S O U TH EN D C O MMU N IT Y

GL21

SF2

GL15 EQ

3095

GL22

Sc-114.2

+0 LEVEL 1

Sc-216.2

4000 EQ

GL23b

GL21

N OR T H A R R O W

Sc-216.2

30 1 : 75

GUARD SYSTEM, U-CHANNEL AT BASE, D EL ECTRSF5 I CAL EN GIN EGLASS ER S

4 2 11 Y O N G E S T R E E T , S U I T E 5 0 0 SF7 MIRROR ADHERED TO PLYWOOD SUBSTRATE ( TORONTO, ON ALL M2EXPOSED P 2A9 EDGES AT PERIMETER T : 4 16 4 87 8 15 1 F: 4 1 6 4 8 7 9 1 0 4

1 : 75

1739

GL15 1368

GL23b

U-CHANNEL AT HEAD AND U-CHANNEL AT BASE HEAD CHANNEL DEEP ENOUGH TO ACCOMMOD VERTICAL SILICONE SEALED BUTT JOINTS 6mm

M I T H & A ND ER S E N ALIGN W/ SFIN FACE

GL23

JAMB TYPES - CURTAINWALL FRAM

K E YP L A N

GL21

3000

2900

INTERIOR ALUMINUM DOOR & STOREFRONT GL ALUMICOR 3400 SERIES

JAMB TYPES CURTAINWALL FRAME FRAME JAMB-TYPES CURTAINWALL SSG -ALUMINUM

SF2

SF1

SMITH & ADURANAR NDERSFINISH EN FROM STANDARD COLOUR RA

M EC H A N ICAL EN GINBUTT E ERS JOINT LAMINATED GLAZING IN ALUMINUM SF2

E M C GR O U P ALIGN W/ FIN ALIGN W/3 FIN FACE LINE OF FINISH, WHERE FACE INDICATED

GL23b

+4500 LEVEL 2

+0 GL23b LEVEL 1

Sc-171

GL23

Sc-210

JS-01

FT 10mm

FT 10mm SGP FT 10mm

GL23b

5230

3200

GL15 809

GL22

SF4

212

1500

3000

GL23

FT 8mm SGP FT 8mm HS 12mm

134 GL30 PETE R STRE ET,FT10mm SUI TE SGP 130FT10mm 1 TORONTO, ON M5V 2H2 T : 4 16 5 93 5 30 0 F: 4 1 6 5 9 3 4 8 4 0

Screen Schedules OVERHEAD SHUTTER, RECESSED

3221

LINE OF FINISH SEE FINISH PLANS

+4500 LEVEL 2

1 : 75

VARIES

2633

GL15

GL22

Sc-144.3

GL16

3700

3500

VARIES INT. PARTITION

3500

3000

VARIES

3000

2600

3500

3806

3000

GL15

GL21

SF2

GL21

2400

GL15

GL16

D127A

SF4

GL22

D168C

GL15

Sc-149.3

GL15

JA-01 JC-04 PHANTOM DOOR JAMB JA-01 JA-01 ALUMINUM FRAME AT PARTITION

GL16

2400

GL15

OUTER

FT 6mm SGP FT 6mm

AT AND U-CHANNEL AT BASE 4211 YONG E U-CHANNEL STREE T, SU I THEAD E 500 100mm HIGH CHANNEL BY INKAN 4” RAIL AND R TORONTO, ON VERTICAL M 2P 2A9 SILICONE SEALED BUTT JOINTS 6mm T: 41SF4 6 487 8BUTT 151 JOINT IGU F: 4 16 487IN9ALUMINUM 104 GLAZING CHANN

Sc-210

GL23b

1 : 75

D158

Sc-136

2068

GL21

GL22

GL21

1 : 75

GL15

357

779

VARIES

SF4

2068

GL15

+0 LEVEL 1

INT. PARTITION

1000

Sc-125.2

GL21

GL15

4076

3000

2400

GL15

D136

GL15 833

1368

5200

GL15

1 : 75

INT. PARTITION

Sc-108

1 : 75

3000

C:\Users\mpeddie\Documents\1718-ARCH_CM_R20_MPeddie@mjma.ca.rvt

SF1

GL15

Sc-149.3

-1000 ICE RINK

GL21

DASHED LINE OF FINISH FACE Sc-108 C/W TRANSITION STRIP 11 DASHED LINE OF WOOD DOOR DASHED LINE OF FINISH FACE FINISH FACE C/W TRANSITION STRIP C/W TRANSITION STRIP GLAZING 65 INSTALL FRAME TO MAINTAIN SEE SCREEN SCHEDULE ALIGN 10mm RECESS DASHED LINE OF FINISH ALIGN GLAZING c/w SEALANT BOTH SIDES ALIGN FACE GLAZING OPACICOAT ON INSTALL FRAME TO MAINTAIN SEE SCREEN SCHEDULE (TYP) ALIGN C/W TRANSITION INSTALL FRAME TO MAINTAIN SEE SCREEN SCHEDULE SURFACE 2 (DARK CHARCOAL) ALIGNSTRIP 10mm RECESS DASHED LINE OF FINISH 10mm RECESS DASHED LINE OF FINISH c/w SEALANT BOTH SIDES ALIGN FACE c/w SEALANT BOTH SIDES ALIGN (TYP) FACE C/W W/ TRANSITION STRIP AND SIDELIGHT (TYP) ALUMINUM FRAME AT PARTITION ALUMINUM FRAME WOODC/W DOOR TRANSITION STRIP Sc-114.1 Sc-138.2 DOOR ADAPTOR

2/1/2021 11:03:13 PM

+0 LEVEL 1

1 : 75 1200

1200

UCH1

VARIES

1219

Sc-217.1

GL22b GL23

S T RU C T U R AL E N G I N E E RS

JS-01

D171

GL23

GL23b

GL22

OVERHEAD SHUTTER, RECESSED OVERHEAD SHUTTER, RECESSED

GL23

+4100 ARENA SF2 CONCOURSE D171

GL11

INSTALL FRAME TO MAINTAIN 10mm RECESS c/w SEALANT BOTH SIDES INSTALL FRAME TO MAINTAIN INSTALL FRAME TO MAINTAIN TYP. WOOD DOOR 10mm RECESS 10mm RECESS c/w SEALANT BOTH SIDES c/w SEALANT BOTH Sc-13610 SIDES 10 10 TYP. TYP. WOOD DOOR

GL15

GL21

Sc-163 1 : 75

2475

Sc-160 1200

3335

2080

1338

GL15

SF2

1 : 75

4260

FRAME (SEE SCREEN SCHED) JAMB JAMB TYPES-TYPESALUMINUM STOREFRONT (AS) (AS) ALUMINUM STOREFRONT GL15

1200

LEVEL 1 : 75 1

AUTOMATIC SLIDING DOOR (INTERIOR)

VARIES INT. PARTITION

1204

1200

SF4

6620

GL15

3000

3600

JS-04

GL21 D145

Sc-145

GL15

JAMB TYPES - CURTAINWALL FRAME JAMB TYPES- ALUMINUM STOREFRONT (AS) EQ EQ EQ SSG ALUMINUM

+4500 LEVEL 2

Sc-160

EXTERIOR

GL21

+0 LEVEL 1

SF1

3000

SF1

GL22 GL15

Sc-219

SLIDING DOOR FRAME (BY DOOR MANUFACTURER)

GL15

D112B

200

GL21 +0 LEVEL 1 GL21

OVERHEADBROKEN SHUTTER, RECESSED OVERHEAD HM THERMALLY SINGLE REBATE FRAME AT EXTERIOR CMU WALL SHUTTER, FACE MOUNTED AT BACK OF WALL

GL15

Sc-138.1 GL21

GL15

GL16

D160

3000

GL15

GL11

Sc-220.2+0

3000

1 : 75

GL15

2/1/2021 11:03:13 PM

SF4

JS-01 JH-6 HM THERMALLY BROKEN SINGLE REBATE FRAME AT EXTERIOR CMU WALL Sc-114.1

GL15

1 : 75

GL21

Sc-148.1 +4500

Sc-163

GL15

C:\Users\mpeddie\Documents\1718-ARCH_CM_R20_MPeddie@mjma.ca.rvt

+0 LEVEL 1

JH-6

GL15

D127A

SF2 Sc-148.1GL21 GL22 GL21

GL22

GL21

LINE OF FINISH, WHERE 43 LINE OF FINISH, WHERE INDICATED INDICATED

3000

GL15

1 : 75 1200

D218A

3000

GL15

Sc-161

ALIGN 1200 1200

400

+0 LEVEL 1

1 :2 75 LEVEL

1046

Sc-220.2

Sc-161

816

2772

GL21

FT 6mm SGP FT 6mm HS 12mm, PVB FT 6mm PVB FT 6mm FT 8mm PVB FT 8mm FT 10mm, PVB

GL16b GL20

+4500 LEVEL 2

VARIES

GL15

GL16

GL23b

3000

GL15

2000

816

GL16

ALUM. CHANNEL FRAME FASTENED TO CMU

DECALS: - OPAQUE DECALS, 50mm IN DIAMETER AT 100mm OC

F : 5 1 9 8 2 6 9 7 71

GL23

SF2

2300

GL15

3000

GL15

3000

GL15

JH-6

D114A

815

INNER

FT 8mm FT 8mm

TYPICAL DETAIL - GRAPHIC VISIBILITY STRIP & DECAL LAYOUT

3000

1 : 75

GL15

INT. PARTITION

VARIES

Sc-164.1

1265

GL22

DS6.2

SF4

+0 LEVEL 1 SF1

1200

GL16

GL11

+0 LEVEL 1

2724

GL16

GL23b

1600

1 : 75

GL16

1 : 75

492

Sc-217.2

1100

SLIDING Sc-114.3DOOR PANEL

D161

GL23b

1239

4621 2174

+0 SF6 LEVEL 1Sc-217.1 SF2

184

GL22

1300

+0 LEVEL 1

GL11

Sc-114.3

GL21

LEVEL 2

1 : 75

Sc-175

GL22

+0 1314 LEVEL 1

1 : 75

+0 LEVEL 1 GL21 +4500

Sc-149.1 GL23

Sc-175

GL15

GL23

2400

1200

GL21 SF4

1500

GL15

GL23

JS-01

1187

GL21 D148.1 2447

650

Sc-164.2

365

GL11

GL21

GL23

1500

SF2

GL21

450

+0 LEVEL 1

1200

D114B 1100

3000

Sc-137 1 : 75

1 : 75

UNLESS OTHERWISE NOTED 12

Sc-137

GL23b

1500

2426

RECESS SEALANT, BOTH SIDES, ALL 365 PERIMETER

GL15

GL23

1 : 75

Sc-149.1

D175.1

GL23b

1500

+0 LEVEL 1

1 : 75 +4500 +4500 2 LEVEL LEVEL 2

1200

121

1 : 75

SF4

GL23

GL21 SF2

GL21

GL23b

1500

Sc-217.2

1 : 75

5344 EQ

GL22b

Sc-221.1

3000

-1000 GL21 ICE RINK

GL21

GL23b

1500

GL22

3040

HM FRAME AT TILE

GL23

GL21

15 GL21GL23b

GLASS IN SHOE, SEE SCREEN SCHED

1068

GL22b

200

Sc-164.3

Sc-204.1

Sc-125.2

JAMB TYPES- ALUMINUM STOREFRONT (AS)

1 : 10

125

+0 LEVEL 1

GL22b

SF6

2984

GL21

GL21 1500

125

GL21

1 : 75

1500

SF6

GL15

1047 GL21

GL23 GL21 EQ

GL21 EQ

GL23

14814

1 : 75

GL23

GL21

Sc-200

GL15

1210

GL23

Sc-149.2GL23b

Sc-200

33 1 : 75 EQ

4719 GL23

GL23

+0 LEVEL 1

GL23b

+4100 1500 ARENA CONCOURSE

205

Sc-200.2

+0 LEVEL 1

650

GL22b

SF2

3000

GL21

D127B

2000 SF4

GL23

GL22

GL21

3000

Sc-168

+4100 ARENA CONCOURSE

1/ M123

GL23

Sc-149.2 GL16

D200

204

GL16

409

1100

190

UCH1

+0 LEVEL 1

GL16

SF2 GL16

+4500 LEVEL 2

Sc-200.2

4000

-1000 ICE RINK

GL21b

GL22b

+4500 LEVEL 2

GL21

GL23

GL22

2500

16 GL16b

GL16b 1 : 75

3324GL23

GL16

GL23

GL21

GL22

121

GL16

D162

1 : 75

GL22

Sc-144.1 GL22

691

Sc-149.3

GL16b

GL23

GL21

2700

+0 LEVEL 1

Sc-136

GL22

SF2

409

GL16b

SF4

3000

Sc-136

GL22

GL22b

VARIES

Sc-149.3

+0 GL16 LEVEL 1

GL16

GL23

GL21

2168

GL21

1675

3000

SF2

Sc-206

1600

SF4

GL21

3000

UCH1

2068

GL22

3000

GL16

GL21

D149

1063

1100

GL21

INT

LITE - GLASS TYPE AND THICKNESS

Overall Thickne ss

GL11 GL15

ALUM. CHANNEL CMU ALUM. CHANNELBLACKWELL STRUCTURAL ENGINEERS FRAME FASTENED INTE FRAME FASTENED TO CMU TO CMU

CMU

D220

3000

GL16

2409

GL21

3500

1200

1446

GL21

2360

3000

SF2

1200

GL21

JH-04

1200

2021-

TYPE

GRAPHIC VISIBILITY (GV) FOR GLAZING:

C IT Y O F G U E L P H 1 C ARDE N STRE ET, G U E L P H , O N T A RI O N1H 3A1 T : 5 19 8 22 1 26 0

1 : 75

1200

FRAME AT CONCRETE WALL, JH-03 HM HM FRAME AT CONCRETE WALL, JH-04 JH-03 JH-04 THERMALLYBROKEN AT EXTERIOR THERMALLYBROKEN AT EXTERIOR HM FRAME AT TILE

4000

GL21

+4500 LEVEL 2

2400

GL15

1200

GL21

GL22

+4500 LEVEL 2

Sc-221.2

GL21

1 : 75

3000

GL15

D136

1200

GL21

D221A

1300

GL22

1 : 75

DOOR PANEL, SEE PLAN FOR SWING DOOR PANEL, SEE PLAN FOR SWING THERMALLY BROKEN DIRECTION DIRECTION HOLLOW METAL FRAME ALIGN Sc-168 W/ FIN28 Sc-164.3 27 W/ INS-40 EQ EQ EQ 745 1200 1200 1200 1200 1200 1200 FACE 2068 THERMALLY BROKEN THERMALLY BROKEN HOLLOW METAL FRAME HOLLOW METAL FRAME ALIGN W/ INS-40 LINE OF FINISH, WHERE LINE OF FINISH, WHERE W/ INS-40 EQ EQ INDICATED INDICATED 365 1100 450

Sc-145

3000

GL21

SF2

1100

GL22

GL21

GL22b

1167

301

GL21

GL22

3000

+0 LEVEL 1 GL22

1 : 75

3000

LID AT ONS

450

1 : 75

VARIES

Sc-108

GL22b

GL22

2045

GL22

3000

Sc-145

GL21

Sc-108

200

SF1

GL22

6245

3700

JH-02

GL21

691

-1000 ICE RINK

OTH

1/ M123

GL15

+0 LEVEL 1

GL21

Sc-204.2

3000

SF2

+4500 LEVEL 2

3000

GL15

1 : 75 GL22b

GL22b

GL22

3000

450

125 30

200

125

1 : 75

GL15

GL22 +0 LEVEL 1

GL22

999

3000

3200

GL22

Sc-219

GL22b

3000

GL22

1000

3000

GL21

JAMB TYPES - SLIDING/OVERHEAD DOORS Sc-220.2

GL22

1445

3000

JH-02

GL21 D145

+4500 LEVEL 2

SF4

Sc-144.2

1180

L SUPPORT ANGLE 600mm c.c. TO SECURE & ANCHOR DOOR FRAME (BOTH SIDES OF DOOR),Sc-219 AS REQ. THERMAL ISOLATION PAD Sc-220.2 6620 Sc-206 36 CMU34 4076 L SUPPORT ANGLE 600mm c.c. TO3335SECURE &35 ANCHORWASHER SYS 1204 2080 AND FASTENER BUSHINGS L SUPPORT ANGLE 600mm c.c. TOAND SECURE & ANCHOR 1338 1219 779 OVERHEAD COILING SHUTTER DOOR FRAME (BOTH DOOR10mm FRAME (BOTH c/w SEALANT RECESS FRAME FASTENED TO CMU W/ SIDES OF DOOR), AS REQ. THERMAL ISOLATION PAD SIDES OF DOOR), AS REQ. THERMAL ISOLATION PAD BOTH AND SIDESTYP. SYS CMU ALUM. BUSHINGS CHANNEL 64x64x6.4 STEEL ANGLE AND FASTENER WASHER FASTENER BUSHINGS AND WASHER SYS FRAMEAND FASTENED 795 1210 1167 1233 1100 357 1068 5200 10mm RECESS c/w SEALANT TOEQCMU EQ EQ EQ 10mm RECESS c/w SEALANT BOTH SIDES- TYP. BOTH SIDESTYP. DOOR PANEL, SEE PLAN FOR SWING EQ EQ EQ EQ DIRECTION ALIGN 1 : 75

GL22

SF2

+4500 LEVEL 2

450

GL21

1015

GL21

1739

GL16

+0 LEVEL 1

Sc-157

GL22

6608 1200

1 : 75

JH-03

2345

2090

JH-01

GL21

GL22

5000

184 1265 1046 GL21 GL21 GL21

1 : 75

1356

GL16 SF1 Sc-157

GL22

3221

3095

GL16

3000

1 : 75

JH-02

200

1620

1000

GL21

3500

GL16

SF2 Sc-221.3

Sc-216.1

3500

744

2456

3000

3700

GL16

SF2

Sc-216.2

3000

JH-01

GL22

1 : 75

LEVEL 2

GL23b

SF2

3000

DS6.2

1 : 75

1 : 75 +4500

GL23b

+4100 ARENA CONCOURSE

3000

1300

3000 3500

Sc-158

GL22

D168A

1 : 75

GL11

GL22

GL21 EQ

GL21

UNLESS OTHERWISE NOTED 12

Sc-217.1

1 : 75

JH-01

+0 LEVEL 1

Sc-144.3 GL22

Sc-217.2

450

SF6

5344

GL22SF2

1300

SF6

+0 LEVEL 1

Sc-160

2700

1314

SF1

+4500 1 : 75 LEVEL 2

1 : 75

GL23

2020-

ISSUED FOR 100% DETAILED DESIGN

1 : 75

FROM

3000

1 : 75

GL23

Sc-161

GL21EQ

GL21

4085

GL21

D168C

2020-

ISSUED FOR TENDER REVIEW

CMU

+4500 LEVEL 2

Sc-221.4

1 : 75

3000

1500

GL22

4000

GL23

1500

GL22

SF2

Sc-221.5

1/ M123

2300

GL23b

1500

+0 LEVEL 1

SF1

D218A

GL21

2019-

ISSUED FOR CLASS B+ COSTING

JAMB TYPES SLIDING/OVERHEAD DOORS DOO JAMB-TYPES - SLIDING/OVERHEAD

GL23b

1500

+0 LEVEL 1

2724

Sc-221.5

GL23b

492 +4500 LEVEL 2

VARIES

+0 LEVEL 1

14814

SF6

D160

ISSUED FOR COORDINATION

L SUPPORT ANGLE 600mm c.c. TO SECURE & ANCHOR DOOR FRAME (BOTH INSTALL FRAME TO MAINTAIN 10mm RECESS SIDES OF DOOR), AS REQ. THERMAL ISOLATION PAD c/w SEALANT BOTH SIDES AND FASTENER BUSHINGS AND WASHER SYS

DASHED LINE OF WOOD DOOR FINISH FACE10mm RECESS c/w SEALANT C/W TRANSITION BOTHSTRIP SIDES- TYP.

200

1500

GL11

D161

SF2

1 : 20

1 : 75

DESCRIPTION

JAMB TYPES - SLIDING/OVERHEAD D

1 : 75

2100

GL23b

1500

GL22

S M I T H & A ND ER S E N

FINISH FACE SHOWN DASHED Sc-169

1 : 75

+4500 LEVEL 2

1172

GL23b 1 : 75

1500

GL11

SF1

GL15

Sc-171

INT. PARTITION

GL23b

1500

GL11

GL22

3000 1500

1500

GL23

Sc-221.6

1200

GL23b

1500

GL22

365

GL11

3700

GL23

1100

3040

GL21

VARIES

GL23

GL23b

GL21

3000

GL23

+0 LEVEL 1

GL21

REV

F : 41 6 48 7 91 0 4

CERAMIC COATING:

1 : 75

1/ M123

212

GL23

Sc-164.3

GL23 GL21

GL21

2100

GL23

UCH1

1167

GL23 GL21

GL23

SF2

1 : 75

650

GL23 GL21b

1100

+0 LEVEL 1

E TO

1 : 75

+4500 LEVEL 2

HM FRAME AT CMU BLOCK/ PRECAST CONCRETE WALL HM FRAME AT STUD WALL TYPICAL HM FRAME JAMB HM FRAME AT CMU BLOCK/ PRECAST CONCRETE WALL HM FRAME AT STUD WALL TYPICAL HM FRAME JAMB

2633

Sc-175 Sc-163 10mm RECESS 10mm RECESS 31 50 c/w SEALANT c/w SEALANT Sc-221.1 TYPICAL DETAIL - GRAPHIC VISIBILITY STRIP & DECAL LAYOUT 44 13 BOTH SIDES BOTH SIDES Sc-221.6 10mm RECESS 49 10mm RECESS TYP. 10mm TYP. RECESS 10mm RECESS c/w SEALANT c/w SEALANT FRAME SOLID 1368 833 809FILL1368 c/w SEALANT c/w SEALANT 365 1100 BOTH SIDES BOTH SIDES AT BOTH SIDES BOTH WITH SIDESMORTAR 2426 TYP. TYP. TYP. 1187 1239 TYP. RATED LOCATIONS EQ EQ 549 1200 1200 1200 FILL FRAME SOLID FILL FRAME SOLID WITH MORTAR AT WITH MORTAR AT RATED LOCATIONS RATED LOCATIONS

1 : 75

450

GL23

4260

1172

+4500

Sc-200 LEVEL 2

Sc-221.1

2900

GL23

691

3000

VARIES

GL23

409

GL23

D162

D158

GL21

+4100 ARENA CONCOURSE

205

Sc-200

GL21

GL22

D220

1 : 75

3000

VARIES

1068

GL21

GL11

3806

GL16

D200

GL22

1 : 75

3000

365

3000

+4500 LEVEL 2

3000

1 : 75

357

GL23

GL21

1100

2090

5000

3000

+0 LEVEL 1

1620

Sc-168

121

GL21

UNLESS OTHERWISE NOTED 12

GL21

4016

GL23

UNLESS OTHERWISE NOTED 121 12

UNLESS OTHERWISE NOTED 12

GL16

+4100 ARENA CONCOURSE

Sc-200.2

SF2 Sc-221.2 1 : 75

1 : 75

SF4

10mm RECESS Sc-200.2 33 c/w SEALANT Sc-221.2 45 BOTH SIDES 10mm RECESS 10 10mm TYP. RECESS c/w SEALANT FILL FRAME SOLID c/w SEALANT 795 1210 1210 1233 1100 BOTH SIDES AT BOTH WITH SIDESMORTAR TYP. 10 1180 TYP. RATED LOCATIONS EQ FILL FRAME SOLID FILL FRAME SOLID WITH MORTAR AT WITH MORTAR AT RATED LOCATIONS RATED LOCATIONS Sc-206

FROM FINISH FACE FINISH FACE 50 SHOWN DASHED INSTALL FRAME Sc-221.4 TO 47 SHOWN DASHED MAINTAIN10mm RECESS FROM 50 c/w SEALANT BOTH 50 INSTALL FRAME TO 10 INSTALL FRAME TO MAINTAIN10mm SIDES -TYP. MAINTAIN10mm 4016 RECESS FILL FRAME SOLID 4016 RECESS c/w SEALANT BOTH WITH MORTAR c/w SEALANT BOTH AT SIDES -TYP. RATED SIDES -TYP. LOCATIONS 8 FILL FRAME SOLID ALIGN W/ FILL FRAME SOLID ALIGN ALIGN W/ ALIGN W/ WITH MORTAR AT FIN. FACE WITH MORTAR AT APPROACH Sc-168 Sc-160 Sc-164.1 Sc-161 OF PUBLIC/CORRIDOR Sc-144.1 Sc-164.3 Sc-144.2 FIN. FACESc-164.2 OF 26 28 23 25 24 21 20 27 RATED LOCATIONS FIN.Sc-144.3 FACE22 OF DOOR SWING RATED LOCATIONS SIDE PUBLIC/CORRIDOR SIDE 8 PUBLIC/CORRIDOR ANCHORS SET VARIES, SEEALIGN W/ 8 ALIGN W/ ALIGN ALIGN W/ ALIGN W/ ALIGN INTO Sc-221.1 ALIGN W/ PLANS ALIGNSIDE W/ FIN. FACE OF PUBLIC/CORRIDOR Sc-221.2 Sc-221.3 APPROACH FIN. FACE OF 45 46 44 FIN. FACE OF PUBLIC/CORRIDOR APPROACH FIN. FACE OF MASONRY Sc-217.2 Sc-217.1 Sc-216.1 Sc-204.2 Sc-204.1 FIN. FACE OF Sc-216.2 DOOR SWING 42 41 39 38 37 FIN. FACE OF SIDE 40 DOOR SWING PUBLIC/CORRIDOR SIDE SIDE PUBLIC/CORRIDOR ANCHORS SET PUBLIC/CORRIDOR SIDE VARIES, SEE PUBLIC/CORRIDOR ANCHORS SET VARIES, SEE INTO SIDE PLANS INTO SIDE HM FRAME AT CONCRETE WALL, PLANS MASONRY THERMALLYBROKEN AT EXTERIOR MASONRY HM FRAME AT CMU BLOCK/ PRECAST CONCRETE WALL HM FRAME AT STUD WALL HM FRAME AT TILE TYPICAL HM FRAME JAMB Sc-221.3

5200

Sc-206

+4500 LEVEL 2

VARIES

1 : 75

GL21

GL22

*SEE PLAN FOR DOOR SWING DIRECTION JAMB TYPES HOLLOW METAL FRAME *SEE PLAN FOR DOOR SWING DIRECTION JAMB -TYPES - HOLLOW METAL FRAME Sc-220.2

GL16

GL22

3500

GL22

3500

GL22

3500

GL22

2168 EQ

744 1739

GL22

3095

GL22

DS6.2

GL22

3324

2409

EQ 2045 EQ

1356

GL22

2600

3700

212

4000 6608

3500

3700

GL22

1 : 75

1 YONG ESILVER STREE T, SPVB UI TE 500 DS 421DOUBLE POLYVINYL BUTYRAL PYROTORPYROLYTIC SENTRYGLAS PLUS LONOPLAST ONTO, ON M 2P 2A9SGP

FULLY TEMPERED HEAT STRENGTHENED

ABBREVIATIONS:

190

GL22

JAMB TYPES - HOLLOW METAL FRAME *SEE PLAN FOR DOOR SWING DIRECTION

GL16

CH1

3600

1 : 75

1445 SF6

Sc-221.4 Sc-216.1 47

FT 8mm SGP FT 8mm HS 12mm

190

Sc-216.1

GL22b

3221 EQ

4085 EQ

SF2

GL22b

FT HS

T : 4 16 4 87 8 15 1

Glass restrained 4 sides, to 3000 mm high. Double glazed IGU. Glass restrained top and bottom, siliconed butt jointed verticals, to 3000 mm high. Non guard load conditions. GL23glazed IGU. GL23 GL23 GL23 GL23 GL23 Double

FT 6mm SGP FT 6mm

GL22 GL22 FT 6mm SGP FT 6mm HS 12mm, PVB FT 6mm PVB FT 6mm GL22b GL22b FT 8mm PVB FT 8mm FT 10mm, PVB1200

3000

Sc-221.4

+4500 +4500 LEVEL 2 LEVEL 2

1 : 75

GL22

GL16

2600

1046

SF2

Sc-216.2

GL22

1200

1265

GL22 EQ

GL23b Sc-216.2

GL22

3000

1300 184

+4500 LEVEL 2

1 : 75

FT 8mm FT 8mm

M E C H A N I C AL E N G I N E E RS

ARTIST’S INTERPRETATION

GL23b SF2

Sc-221.5

1/ M123 1 : 75

GL22

900

+4100 ARENA CONCOURSE

Sc-217.1

1:5

2600

Sc-217.1 Sc-221.5

1 : 75

GL22

3000

Sc-217.2

GL22

450

1 : 75

GL22

3500

Sc-221.6

3500

2900

2100

SF6 SF2

14814 1/ M123

+4500 LEVEL 2

TYPICAL FRONT ELEVATION

R EV I S I O N S A N D I S S U E S

LOW 'E' COATING:

FRx ELECREFER TO GLASS FRIT TYPE AND SCREEN SCHEDULE SUR SURFACE T RI C AL E N G I N E E R S GL23 GLBT BLACK TINTED GLAZING 4211 TO YONBE G E APPLIED STREE T, ON SUISURFACE TE 500 #3 FOR IGU, UNLESS NOTED Glass restrained top and bottom, siliconed butt jointed verticals, to 3600 mm high. IBP INSULATED BACK PANEL - ALL FRITS Guard load conditions. TORONTO, ON M2P 2A9 OTHERWISE. - CUSTOM FRIT WHERE T: 41CERAMIC 6 487 81DIGITAL 51 F: 4PRINTING 16 487 9REQUIRED 10 4 GL16b FR1 SAME AS GL16, WITH CERAMIC FRIT INDICATED. Laminated glass. GL20 Glass restrained top and bottom, siliconed butt jointed verticals, to 2400 mm high. E M C GR O U P NonGL23b guard load conditions. GL23b GL23b GL23b GL23b GL23b GL23b C I V I L E N G I N E E R S 3 GL22b GL22b GL22b GL21 GL22b Laminated glass. GL22b GL22b GL22b 7 5 77 K E E L E ST RE E T , S U I T E 20 0 FRIT+4500 LEGEND +4500 Glass restrained top and bottom, siliconed butt jointed verticals, to 3000 mm high. +4500 C ONCORD , ON L4K 4X3 LEVEL 2 Non guard load conditions. LEVEL 2 LEVEL (GV) 2 FOR GLAZING: GRAPHIC VISIBILITY T : 9 05 7 38 3 93 9 F: 9 0 5 7 3 8 6 9 9 3 GL22 FT 10mm Laminated glass. FR1: FR2: 6245 Sc-210 verticals, to 3700 mm high. Glass restrained top and bottom, siliconedSF2 butt jointed DECALS: SF6 Sc-204.1 Non guard load conditions. - OPAQUE DECALS, 50mm IN DIAMETER AT TBD TBD Sc-204.2 GL22b Same as GL22, with ceramic frit. 100mm OC Sc-204.2 Sc-204.1 Sc-210 Laminated glass. GL23 FT 10mm STRIPS:: Glass restrained top and bottom, siliconed butt jointed verticals, to 3700 mm high. SGP 1 : 75 1 : 75 1 : 75 - CONT OPAQUE STRIP, 50mm MIN WIDTH AT Guard load conditions. FT 10mm FULLY-GLAZED DOORS AND SIDELIGHTS NOTES: GL23b Same as GL23, with ceramic frit. NOTES: GL30 FT10mm SGP FT10mm Laminated glass. - PROVIDE AT LEAST 70% CONTRAST INTERIOR SCREENGlass FRAME TYPES Guard load condition. railing, catntilevered. - GLASS THICKNESS: 6mm MINIMUM AND AS REQUIRED TO SUIT DESIGN REQUIREMENTS - GRAPHIC AND COLOUR TBD BY ARCHITECT - DESIGN FOR GUARD LOADS WHERE REQUIRED. INDICATE LOCATIONS ON SHOP DRAWINGS - REFER TO LOCATIONS SHOWN ON - GLASS AND INTERLAYER COLOUR: CLEAR UNLESS OTHERWISE INDICATED INTERIOR SCREEN SCHEDULE SF1 INTERIOR ALUMINUM DOOR & STOREFRONT GLAZING SYSTEM - APPLIED FILM (SAFETY DOTS FOR GLAZING), SEE SPECIFICATIONS, CUSTOM CUT PATTERN TBD BY ALUMICOR 3400 SERIES CONSULTANT 4719 1047 DURANAR FINISH FROM STANDARD COLOUR RANGE 2984 SF2 BUTT JOINT LAMINATED GLAZING IN ALUMINUM CHANNEL 4621 EQ EQ EQ EQ EQ EQ U-CHANNEL AT HEAD AND U-CHANNEL AT BASE 5230 2447 2174AND REQ'D SADDLE 50 50 50 100mm HIGH CHANNEL BY INKAN 4” RAIL VERTICAL EQ EQ EQ EQ EQ 815SILICONE 816 SEALED 816 BUTT JOINTS 6mm MAX WIDTH GL21 SF4 BUTT JOINT IGU GLAZING IN ALUMINUM CHANNEL U-CHANNEL AT HEAD AND U-CHANNEL AT BASE 8608 CHANNEL DEEP ENOUGH TO ACCOMMODATE STRUCTURAL DEFELCTION AND CREEP MIRROR SCHEDULE HEAD 5883 1045 350 2093 VERTICAL SILICONE SEALED BUTT JOINTS 6mm MAX WIDTH EQ EQ EQ EQ EQ EQ EQ EQ NO. HEIGHT LENGTH OFFSET OFF FLOOR GL21 GL21 GL21 SF5 GLASS GUARD SYSTEM, U-CHANNEL AT BASE, DESIGN FOR GUARD LOAD EQ GL21 GL21 GL21 EQ EQ EQ EQ EQ EQ SF6 INTERIOR COUNTERSUNK PINNED PARTITIONS ON STANDOFF SYSTEM, GUARD LOADING D175.1 GL21 GL21 GL21 D171 GL21 GL21FOR GL21 CHANNEL GL21 SHAPE GL21 ANODIZED, MIR-204 1909 7258 300 SF7 MIRROR ADHERED TO PLYWOOD SUBSTRATE (UNLESS OTHERWISE NOTED) EXTRUDED ALUMINUM, CLEAR ALL EXPOSED EDGES AT PERIMETER MIR-168 1285 6372 940 GL22 MIR-169 1285 6372 940 MIR-180 1860 3600 940 TYPICAL FRONT ELEVATION +0 +0 +0 GL22 MIR-181 1285 3600 940 1:5 LEVEL 1 LEVEL 1 LEVEL 1 MIR-201 1285 3586 940 GL22 GL22 GL22 GL22 GL22 GL22 SF2GL22 D171 GL22 GL22 GL22 +0 GL22 GL22 GL22 GL22 GL22 SF2 Sc-163 SF2 Sc-175 MIR-202 1285 2800 940 LEVEL 1 GL D221B MIR-209 1285 2600 940 UCH1 Sc-169 MIR-208 1285 2600 940

GL22

D221B

+4500 LEVEL 2

GL23 +4500 LEVEL 2 1314

1500

GL22

2500

1500 Sc-221.6

SF2

GL22

3000

1500

D218A

GL11 GL15

GL22

GL23 GL22

D o n o t s c al e t hi s dr aw i n g.

S M I T H & A ND ER S E N LAMINATE INTERLAYER:

GLASS TYPE:

3000

1200

190

1200

900

GL22

GL23

GL22

3700

GL22

2600

GL22

1200

GL22

3000

1500

GL22

1500 AFF

Sc-217.2

GL23

GL23b

+4500 LEVEL 2

GL22

1200 AFF

1500

SF6

GL23b

GL23

GL22

3700

1500

GL23b

GL22

1500

1500 GL23b

3700

3700 GL23b

GL22

GL23 GL22

C o n t r a c to r m u s t c h ec k a n d v er i f y a l l d i m en s i o n s o n t h e j o b , a n d d i s c r e p a n ci es to t h e A r c h i t e c t b e f o r e p r o ce e d i n g w i t h t h e w o r k .

1 3 4 P E T E R S T R E E T , SU I T E 1 3 0 1 TORONTO, ON M5V 2H2 F: 4 1 6 5 9 3 4 8 4 0

T : 4 16 5 93 5 30 0 GLAZING SCHEDULE LEGEND

3000

1200

3000

1200

CERAMIC COATING

OUTER

3000

549

1063 INNER

LITE - GLASS TYPE AND THICKNESS

1200

Overall Thickne 1200 ss

1500 AFF

GL22

TYPE

1200 AFF

GL22

1200

3000

GL22

1200

VARIES

3000

350 1167

1045

PR O J E C T N

5883

1239

VARIES

1187

3600

GL22

450

GL22

EQ EQ

INTERIOR GLAZING SCHEDULE

2426

3040 EQ

744

GL23

2456

GL23

3000

GL23

VARIES

GL23

GL23 EQ

3700

GL23

PR O J E C T N

GL23

8608

1180

2093 GL23

GLAZING

TYP.

+4500 LEVEL 2

SECTION DETAIL AT GLASS GUARD - Callout 1

: 20

SECTION DETAIL AT GLASS GUARD

+4500

3/ A602

Sc-200.2

1 :LEVEL 5 2

3/ A602

+4100 ARENA CONCOURSE

Sc200.N

Contr Arch

PRECAST CONCRETE L-PLANK W/CONC. TOPPING

Do no

RADIANT HEATING REFER TO MECH.

REVISIONS

+4100 ARENA CONCOURSE

CMU

100

STAINLESS STEEL CAP

REV PRECAST CONCRETE L-PLANK W/CONC. TOPPING

ALUM GLAZING SHOE CAST IN GUARD SUPPORT BY PRECAST SUPPLIER

CMU

134 PETER TORONTO, T: 416 593

SMITH &

100

RAILING SST GLASSGLASS CAP RAILING

SQUARE BASE SHOE

MECHANICAL

4211 YONG TORONTO, T: 416 487

CAST IN GUARD SUPPORT BY PRECAST SUPPLIER

ICE 1 UPPER SEATING

-2400 FL5A

+2000 LOADING HEADER Level 4

C-ACT2 2700 PM4

TEAM ROOM 1B

TR WC

TEAM ROOM 1C

ICE 1 HALL

118

112

117.1

PM6

RIER FREE SEATING 1/ A101A

116

1/ A201

SECTION AT ICE HALL #1 MEDIA BOX 1/ A201

1 : 50

200

A602

ICE 1 HALL

PM6

112

A314

A301

920

2400

200

TORONT T: 416 4

SMITH

ELECTRICA

384

4211 YO TORONT T: 416 4

+2000 LOADING HEADER Level 4

CIVIL ENGI

7577 KE CONCOR T: 905 7

+0 LEVEL 1

SPH2 2300

-1000 ICE RINK

7 Bleacher Seating Section Details 2 SECTION DETAIL AT GLASS GUARD 3/ A602

1:5

SECTION AT ICE HALL #1 BLAECHER STAIRS

1 : 50

EMC G

SPH2 2300 ICE 1 HALL

1/ A201

1 : 50

9 KEYPLAN

2 / A504

-2400

112

FOR GUARD ELEVATION ON GYM SIDE, REFER TO:

ICE 1 STORAGE

FOR GUARD ELEVATION ON TRACK SIDE, REFER TO: 11 / A504

+0 LEVEL 1

1/ A201

Sc200.N

280

EMBEDDED BEAM TO SUPPORT LOWEST PRECAST SLAB REFER TO STRUCTURAL

-1000 115 ICE RINK

PG13

SECTION AT ICE HALL #1 BLEACHER SEATING

1 : 50

+0 221 LEVEL 1

SMITH

CAST IN GUARD GLASS GUARD SUPPORT BY PRECAST SUPPLIER

TYP. PRECAST STEP DIM

FL5A

1 CARDEN ST GUELPH, ONT N1H MECHANIC 3A1 T: 519 822 YO 12 4211

SQUARE BASE SHOE

TYP. BLEACHER DIM

FL5A

AT- Callout ICE HALL #1 BLAECHER STAIRS SECTION DETAIL SECTION AT GLASS GUARD 1 8 3/ A602 1:5 1/ A201 1 : 50

149

1/ A201

990

PRECAST CONCRETE SUPPORTED ON MASONRY WALLS BEYOND REFER TO STRUCTURAL

-1000 ICE RINK

DOUBLE GYMNASIUM

-800

T: 416 5 CITY O

+4500 LEVEL 2 +4100 GLASS RAILING ARENA CONCOURSE

FL5A SPH2

116

5/ A4041 : 50 1 : 20

SECTION AT ICE HALL #1 BLEACHER FIXED SEATING

A301

-1000 ICE RINK

Bleacher Seating Section36

280

INDOOR WALKING TRACK

+2000 LOADING HEADER Level 4

SPH2 2300

PM4 P

SECTION AT ICE HALL #1 BLEACHER WEST ELEVATIONSEATING AT ICE HALL #1

PRECAST STEP

FL5A

840

Sc200.N

FL5A -2400

SPH2TEAM ROOM 1A

+0 LEVEL 1

112

M112.01

1 : 10

920

TEAM ROOM 1A

-1000 ICE RINK

FL5A

EMBEDDED BEAM TO SUPPORT LOWEST PRECAST SLAB - REFER TO STRUCTURAL

112

M112.02

TINGCORNER VIEW ACHER 1 : 50

400

+2000 LOADING HEADER Level 4

ICE 1 HALL

+0 LEVEL 1

664

PRECAST CONCRETE SUPPORTED ON MASONRY WALLS BEYOND REFER TO STRUCTURAL

SPH3 2300

-1000 ICE RINK PM4

2300

PM4 P

M200.14

840 840

Sc200.N

LOADING HEADER Level 4

117

CONCRETE TOPPING

944

+0 LEVEL 1+2000

840

TW-1

400

790

FL4

ICE 1 HALL

GLASS GUARD

TYP. BLEACHER DIM

FL5A

430

2400

200

-2400 FL5A

SPH3 2300

PARTIAL HEIGHT MASONRY WALL

920

112 840

PRECAST CONCRETE SUPPORTED ON MASONRY WALLS BEYOND REFER TO STRUCTURAL

GLASS GUARD

840

SPH2 RAW5A 2300

102mm STUD INFILL

-800

TYP. BLEACHER DIM

FL5A

134 PET TORONT

200

Sc200.N

400 200200

116

PM4 P

944

430

115

-800

ICE 1 HALL

PM6

ICE 1 STORAGE

BLACK

STRUCTUR

ICE 1 UPPER SEATING

75x102 HSS POST +4500 LEVEL 2 +4100 ARENA CONCOURSE

920

TEAM ROOM 1A

FL5A

4294

RADIANT HEATING REFER TO MECH.

2300

-1000 SUPPORT POST BOLTED TO FLOOR ICEASSEMBLY RINK AS REQUIRED

A602

FL4

+2000

PRECAST CONCRETE L-PLANK W/CONC.HEADER TOPPING LOADING Level 4

400

840

384 FL5A

EMBEDDED BEAMBLEACHER TO SUPPORT SEAT BEYOND LOWEST PRECAST SLAB REFER TO STRUCTURAL

Sc-200.C

LOADIN

CAST IN GUARD SUPPORT BY PRECAST SUPPLIER

400

790

PRECAST CONCRETE SUPPORTED ON MASONRY WALLS BEYOND REFER TO STRUCTURAL

75x75mm STEEL ANGLE VERTICAL POST AT CORNERS, 75x 6mm PLATE POST AT INTERIOR. SPACE POSTS EQ, 1M MAX. SPACING

116

TYP. BLEACHER DIM

920

800

200

FL5A

800

TEAM ROOM 1A

ICE 1 UPPER SEATING

FL5A

100

+0 LEVEL 1

-800

M200.16

400

FL5A

Sc200.N

CONTINUOUS 75x75mm STEEL ANGLE

SPH2 FL4 2300

200

+4500 LEVEL 2 +4100 ARENA CONCOURSE

200

M200.15

SPH03 COUNTER AND EDGES

ICE 1 UPPER SEATING

Sc-200.F

200

+4100 ARENA CONCOURSE -2400

ALUM GLAZING SHOE

GLASS GUARD

3254

8 A602

1:5

F:519 826 9771

LED LIGHT, REFER TO ELEC.

Sc200.N

280

PRECAST CONCRETE SUPPORTED ON MASONRY WALLS BEYOND REFER TO STRUCTURAL

2300

990

FL5A

ICE 1 UPPER SEATING +4500 LEVEL 2 +4100 ARENA CONCOURSE

FL5A

154

990

400

FL4

+2000 LOADING HEADER Level 4

4294 GLASS GUARD

400

1036

-2400

920

EMBEDDED BEAM TO SUPPORT LOWEST PRECAST SLAB - REFER CMU TO STRUCTURAL

CITY OF GUELPH N1H 3A1 3/ A602 Sc200.N T: 519 822 1260

ALL WELDS AND EDGES

TYP. PRECAST STEP DIM

RADIANT HEATING REFER TO MECH.

Sc200.N

FL5A

200 200

4294 M200.02

FL5ACMU

400

PRECAST CONCRETE SUPPORTED ON MASONRY WALLS BEYOND REFER TO STRUCTURAL

+2000 DING HEADER Level 4

2400

664 840

840

100

?840

FL5A

990

PRECAST CONCRETE L-PLANK W/CONC. TOPPING

200 200

TYP. BLEACHER DIM

FL5A

430

+4100 ARENA CONCOURSE

GLASS GUARD

7577 KEEL CONCORD T: 905 738

1 CARDEN STREET,

SECTION DETAIL AT GLASS GUARD GUELPH, ONTARIO

3/ A602 FASTENERS. 1:5 GRIND SMOOTH

TYP. BLEACHER DIM

CIVIL ENGINEE

2400

LEVEL 2

-800

840

-800

100

280

SPH2 2300

+4500 LEVEL 2 +4100 200 CONT. PTD 6mm STL TOP PLATE SECTION DETAIL AT GLASS GUARD - Callout 1 COUNTERSUNK W/ PTD ARENA CONCOURSE

12mm REVEAL, PTD

FL5A

TW-1

400

430

FL4

PRECAST STEP

200

Sc-200.2

1200

FL5A

400

BLEACHER CORNER VIEW

+4500 LEVEL 2 +4100 WEST ELEVATION AT ICE HALL #1 ARENA CONCOURSE 6 5/ A404 1 : 20 +4500

920

FL4

+4500 LEVEL 2

200

Sc-200.C

EMC GR

200

4211 YONG TORONTO, T: 416 487

SPH2

2300

GLASS GUARD

ICE 1 UPPER SEATING +4500 LEVEL 2 GLASS GUARD CONTINUES AT CORNER +4100 CONCOURSE

200

4294 920

A602

SMITH &

ELECTRICAL E

+2000 LOADING HEADER Level 4

3254

ISSU

STRUCTURAL

Sc-200.C

ISSU

ISSU BLACKW

M200.14

M200.16

3 5

RADIANT HEATING REFER TO MECH.

BLEACHER SEAT BEYOND

200

M200.15

Sc200.N

1:5

920

GLASS GUARD CONTINUES AT CORNER

NORTH ARRO

KEYPLAN

4294

1 : 50

1/ A201

2 A314

1200

BLEACHER

AISLE

AISLE 2210

200

M200.09

ICE 1 STORAGE

20115 20-10-15

ISSUED FOR TENDER REVIEW

9390

400

2021-02-02

SECTION AT ICE HALL #1 BLEACHER SEATING

1/ A201

M200.08 7

HSS, REFER TO STRUCTURAL

1636

2 Ly

9390

400

200

GUARD EXTENDS BELOW BULKHEAD

870

Sc-200.J

3/ A355

1:5

450

FL2

AISLE

BLEACHER

M200.09

9390

AISLE

BLEACHER

850

CMU

TRIM EDGE AT SPH

75 425

CMU BENCH SUPPORT BEYOND, COORDINATE WITH MECH OPENINGS PM4

RETURN AIR DUCT C/W WALL GRILL, REFER TO MECH PM4

+0 LEVEL 1

1/ A102A

CITY

17 1

1 CARDEN GUELPH, O N1H 3A1

T: 519 822 1 DRAWING

1 : 75

BLOCK WALL BEYOND CONTINUES UP TO U/S OF BEAM

A161

TRIM EDGE AT SPH

75x102 HSS POST

113

RAW5A

PG13

3 / A504

BASE TYPE O

RAF1A

FL2

+4500 LEVEL 2

+2000 LOADING HEADER Level 4

SPH2

KEYPLAN

+4500 LEVEL 2

NORTH ARR

520

SPH2 FIRE SPRAY ALL STEEL SUPPORTING LEVEL 2

FIRE SPRAY ALL STEEL SUPPORTING LEVEL 2

GLASS PARTITION U-CHANNEL 3125

GLASS PARTITION U-CHANNEL

ALIGN

935

BLOCK WALL BEYOND CONTINUES UP TO U/S OF BEAM

NORTH ARROW

390

C-ACT1 3000

3/ A355

3 4

KEYPLAN SPEAKER NICHE, GWB ON STUD FRAMING SPEAKER - REFER TO ELEC. AND A/V

DOUBLE GYMNASIUM

GWB OVER 19MM PLYWOOD AT REAR FACE OF NICHE

149

TRIM EDGE AT SPH

C-GWB 3000

STUD FRAMING AS REQ'D FOR SPEAKER NICHE

PROJECT T

A161

REPLACE WITH PROJECT SPECIFIC GRAPHIC AND RELINK PROJECT PARAMETER

TRIM EDGE AT SPH

SPH2

DRAWING T

REPLACE WITH PROJECT SPECIFIC GRAPHIC AND RELINK PROJECT PARAMETER

WEST ELEVATION AT ICE HALL #1 6 5/ A404SECTION 1 : 20 DETAIL - SPEAKER NICHE IN GYM BALUSTRADE MAT

SPH2

PM3

RAF5A DOUBLE GYMNASIUM

C-GWB 3000

1/ A102B

1 : 10

IN T E

SCALE

As DATE

149

GU EL CEN T

25 Popp N 1 L 0A 7

Gym Balustrade Section Detail 320

1:5

200 SPEAKER - REFER TO ELEC. AND A/V

NORTH ARROW

1/ 1 : 10 A102B SECTION AQUATIC SPECTATOR AREA GLASS SUPPORT

SPEAKER NICHE, GWB ON STUD FRAMING

RAF5A

530

GWB OVER 19MM PLYWOOD AT REAR FACE OF NICHE

SECTION DETAIL - GYM SUBWOOFER NICHE

PM3 660

KEYPLAN TRIM EDGE AT SPH

C-ACT1 3000

Aquatic Spectator Area Glass Support Detail

STUD FRAMING AS REQ'D FOR SPEAKER NICHE

ALIGN

Sc-164.2

20 2

PROJECT N

SECTION AT GYM WALKING TRACK BALUSTRADE STUD FRAMING AS 2/ A350 1:5 REQ'D FOR SPEAKER NICHE

SPH2

TL13 3000

5 RETURN AIR DUCT C/W WALL GRILL, REFER TO MECH

As DATE

RADIANT HEATING REFER TO MECH.

FIRE SPRAY ALL STEEL SUPPORTING LEVEL 2

FOR GUARD ELEVATION ON GYM SIDE, REFER TO:

1:5

RI NK PL A

3125

95 4/ A603

25 Pop N 1 L 0A

+4500 LEVEL 2

PLAN AT ICE HALL #1 BLEACHER

SPEAKER NICHE, GWB ON STUD FRAMING

FL2

8 8

GU EL CEN T

PRECAST CONCRETE L-PLANK W/CONC. TOPPING FIRE SPRAY ALL STEEL SUPPORTING LEVEL 2

PG13

2 / A504

SPH2

150

SECTION DETAIL AT POOL BLEACHER GLASS GUARD

BLEACHER CORNER VIEW

75x102 HSS POST

GWB OVER 19MM PLYWOOD AT REAR FACE OF NICHE

150

150 2/1/2021 10:50:58 PM

PRECAST BENCH ON CMU W/ TILE FINISH, REFER TO FINISH PLANS FOR TILE FINISH CMU BENCH SUPPORT BEYOND, COORDINATE WITH MECH OPENINGS

+4100 ARENA CONCOURSE

MAT

1:5

CONCOR T: 905 73

SCALE

RAW5A

320

425

EMC G

CIVIL ENGIN

PROJECT T 7577 KEE

DRAWING

BLOCK WALL BEYOND CONTINUES UP TO U/S OF BEAM

150 C:\Users\mpeddie\Documents\1718-ARCH_CM_R20_MPeddie@mjma.ca.rvt

Bleacher Seating Axiomatric

AISLE

GWB OVER 19MM PLYWOOD AT REAR FACE OF NICHE

FOR GUARD ELEVATION ON GYM SIDE, REFER TO:

TL13 3000

4/ A603

4211 YON TORONT T: 416 48

+4500 LEVEL 2

RAF1A

FL2

200

M200.16 SPEAKER - REFER TO ELEC. AND A/V

STAND OFF GLASS FITTING

SECTION DETAIL AT POOL BLEACHER GLASS GUARD

SMITH

ELECTRICA

200

B BELOW BULKHEAD

870

SPEAKER - REFER TO ELEC. AND A/V

PG12

STEEL ANGLE FOR GLAZING STAND OFF GLASS FITTING SUPPORT

TL13 3000

STAND OFF GLASS FITTING

660

ALIGN 75

STUD FRAMING AS REQ'D FOR SPEAKER NICHE

1637

TRIM EDGE AT SPH

175

TL13 3000

MILLWORK DESK

PRECAST BENCH ON CMU W/ TILE FINISH, REFER TO FINISH PLANS FOR TILE FINISH

CITY OF GUELPH

1 CARDEN STREET, GUELPH, ONTARIO N1H 3A1 T: 519 822 1260 F:519 826 9771

SPEAKER NICHE, GWB ON STUD FRAMING

STEEL MEMBERS. STEEL ANGLE CONNECTIONFOR TO COMPLY GLAZING WITH OBC PART 4,SUPPORT GUARD LOAD REQUIREMENT

STAND OFF GLASS FITTING

164

FL5

BLOCK WALL BEYOND CONTINUES UP TO U/S OF BEAM

175

LIFE GUARD

1 CARDEN STREET, GUELPH, ONTARIO N1H 3A1 T: 519 822 1260 F:519 826 9771

1637

M200.15 530

390

FR2

425 STEEL ANGLE FOR GLAZING STEEL MEMBERS. SUPPORT - REFER STRUC. CONNECTION TOTO COMPLY WITH OBC PART 4, GUARD LOAD REQUIREMENT STEEL ANGLE FOR GLAZING SUPPORT - REFER TO STRUC.

MILLWORK DESK M164.01

FR2

1:5

164

STEEL MEMBERS. CONNECTION TO COMPLY WITH OBC PART 4, GUARD LOAD REQUIREMENT

+4500 LEVEL 2

4211 YON TORONT T: 416 48

GUARD EXTENDS RAF1A FL2

1200

CITY OF GUELPH FL5 CONT. STL ANGLE WELDED TO CAST IN PLATE

50 2/ A310

LIFE GUARD

STEEL MEMBERS. CONNECTION TO COMPLY WITH OBC PART 4, GUARD LOAD REQUIREMENT

425

DETAIL SECTION - PRECAST BENCH AT POOL NORTH WALL

M164.01

1:5

2/ A310

BASE TYPE O

BLOCK WALL RESTRAINED TO BEAM, AS PER STRUC. DETAIL

PG12

Sc200.N

PG13

400

SPH2

7 ?

CONT. STL ANGLE WELDED TO CAST IN PLATE

OPAQUE FRIT W/ GRADIANT PATTERN, REFER TO SCREEN SCHEDULE

DETAIL SECTION - PRECAST BENCH AT POOL NORTH WALL

1200

FIRE SPRAY ALL STEEL SUPPORTING LEVEL 2

STAND OFF GLASS FITTING

OPAQUE FRIT W/ GRADIANT STAND OFF GLASS FITTING PATTERN, REFER TO SCREEN SCHEDULE

3 / A504

RAW5A

SMITH

ICE 1 UPPER SEATING

DRAWING NUMBER

75x102 HSS POST

1113 41

840

+4500 LEVEL 2

2 / A504

1/ M200.08 FOR GUARD ELEVATION1ON : 75 A102A GYM SIDE, REFER TO:

134 PETE TORONT T: 416 59

MECHANICA

17 18

9790

FOR GUARD ELEVATION ON GYM SIDE, REFER TO:

+4500 LEVEL 2

935 OPAQUE FRIT W/ GRADIANT STAND OFF GLASS FITTING PATTERN, REFER TO SCREEN SCHEDULE

ANGLE BY MISC METALS STAND OFF GLASS FITTING

M200.07

CIVIL ENGINEERS

STRUCTUR

20 20. 10. 15

TRACK SIDE, REFER TO: 11 / A504

BASE TYPE O

+4500 LEVEL 2

SPH2

OPAQUE FRIT W/ GRADIANT PATTERN, REFER TO SCREEN SCHEDULE SILICONE SEALANT

FL5

SILICONE SEALANT

PRECAST CONCRETE L-PLANK W/CONC. TOPPING

M200.20 DN FOR GUARD ELEVATION ON

PROJECT NUMBER

EMC GROUP

BLACK

DATE

F10

4211ENGINEERS YONGE STREET, SUITE 500 CIVIL TORONTO, ON M2P 2A9 7577 KEELE STREET, SUITE 200 M200.06 T: 416 487 8151 F: 416 487 9104 CONCORD, ON L4K 4X3 T: 905 738 3939 F:905 738 6993

1:5

As i ndi cat ed

SILICONE SEALANT

FL5

ANGLE BY MISC METALS

PG13

SMITH & ANDERSEN M200.05 EMC GROUP

7577 KEELE STREET, SUITE 200 CONCORD, ON L4K 4X3 T: 905 738 3939 F:905 738 6993

65 65

SILICONE SEALANT

SPH2

BLEACHER TYP.

Sc200.N

10005

RAF1A

Sc-217.2

PRECAST CONCRETE L-PLANK W/CONC. TOPPING

+0 LEVEL 1

7765

TYPICAL DRINK RAIL REFER TO MILLWORK DRAWING

ELECTRICAL ENGINEERS TORONTO, ON M2P 2A9 4211 STREET, SUITE 500 T: 416YONGE 487 8151 F: 416 487 9104 TORONTO, ON M2P 2A9 DOUBLE GYMNASIUM T: 416 487 8151 F: 416 487 9104 149

PG13 1200

PLAN AT ICE HALL #1 BLEACHER

BASE TYPE O

2 / A504

Sc-217.2

+0 LEVEL 1

M200.04

SMITH & ANDERSEN 4211 YONGE STREET, SUITE 500

Sc-200.L

FL1A

LINEAR DECK DRAIN

SMITH & ANDERSEN MECHANICAL ENGINEERS

100

Sc-218.A

221

TORONTO, ON M2P 2A9 GLASS GUARD T: 416 487 8151 F: 416 487 9104

Sc-200.K

2/ A350

SCALE

INDOOR WALKING TRACK

SMITH & ANDERSEN

134 PETER STREET, SUITE 1301 MECHANICAL ENGINEERS TORONTO, ON M5V 2H2

75x102 HSS POST RAW5A

STL COLUMN BEYOND - REFER TO STRUC

5 A602

102mm STUD INFILL

STRUCTURAL ENGINEERS

2000

400

Sc-200.I

SECTION AT AQUATIC SPECTATOR AREA GLAZED SCREEN MID-LEVEL SUPPORT

Sc-200.2

PR O J E C T N

RAW5A

BARRIER FREE VIEWINGT: 4211 STREET, SUITE 500 416YONGE 593 5300 F: 416 593 4840

850

836

Sc-200.H

NORTH AR

STL COLUMN 9400 BEYOND - REFER TO STRUC BLEACHER

FL1A

R SUPPLY

AISLE

2 A602

LINEAR DECK DRAIN

1:5

KEYPLAN

DRAWING TITLE

LED LIGHT, REFER TO ELEC.

ALIGN

TILE FINISH ON 140 mm CMU

BLEACHER

Sc-218.A

CONT. PTD 6mm STL TOP PLATE W/ PTD COUNTERSUNK FASTENERS. GRIND SMOOTH ALL WELDS AND EDGES

ELECTRICAL ENGINEERS

FOR GUARD ELEVATION ON GYM SIDE, REFER TO:

1200

A602

3/ A355

75x102 HSS POST

520

REFER TO SCREEN SCHEDULE FOR GLASS TYPE.

AISLE

GLASS GUARD

10mm X 75mm GUARD RAIL, SS. ENGINEERED TO GUARD LOADS

+4500 LEVEL 2

10005

6535

TYPICAL DRINK RAIL REFER TO MILLWORK DRAWING

1 : 50

RI NK BL E A C HE R- E PL ANS A ND SE C T SECTION AT GYM WALKING TRACK BALUSTRADE

920

BLEACHER

TW-1

GLASS GAURD

ISSU

2 5 P o p p y D riv e , G u e lp h O N N 1 L 0A 7

40 154

BLACKWELL STRUCTURAL ENGINEERS

20 20

C EN TR E

134 PETER STREET, SUITE 1301 TORONTO, ON M5V 2H2 T: 416 593 5300 F: 416 593 4840

10032

ISSU

17 18

1/ A201 1/ 1 : 75 A102A

12mm REVEAL, PTD

SECTION AT AQUATIC SPECTATOR AREA GLAZED SCREEN MID-LEVEL SUPPORT

DRAWING NU

SECTION AT ICE HALL #1 BLAECHER STAIRS PLAN AT ICE HALL #1 BLEACHER

AISLE

TW-1

920

1200

TILE FINISH ONGRILLE CONT. LINEAR 140 mm CMU DIFFUSER -REFER TO MECH

R SUPPLY

GLASS GUARD CONTINUES AT CORNER

REFER TO SCREEN SCHEDULE FOR GLASS TYPE.

9390

Do no

REV

DATE

2 1 Bleacher Seating 1 Enlarged GUELPH Plan S O U TH EN D C O M FIRE SPRAY ALL STEEL SUPPORTING LEVEL 2

BLACKWELL STRUCTURAL ENGINEERS

850

2 A602

+4500 LEVEL 2

Contr Archit

As i n

-1000 ICE RINK

1200

BLEACHER

10mm X 75mm GUARD RAIL, SS. ENGINEERED TO GUARD LOADS

RI NK PL AN

PROJECT TITLE

200

DRAWING TIT

+0 LEVEL 1

PROJECT NU

1 : 50

HSS, REFER TO STRUCTURAL

ICE 1 UPPER SEATING

M200.11

M200.10

CONTRASTING COLOUR TRIM BAND PRECAST BENCH SUPPORTED ON PERPENDICULAR STRUCTURAL CMU WALLS, MAX 2M O/C, COORDINATE W/ MECH SUPPLY OPENINGS PRECAST BENCH AND PRECAST BENCH SUPPORTED ON JOINTING PERPENDICULAR STRUCTURAL WALLS, CONT. LINEARCMU GRILLE MAX 2M O/C, COORDINATE DIFFUSER W/ MECHTO SUPPLY -REFER MECH OPENINGS AND PRECAST BENCH JOINTING

112

1:5

BLOCK WALL RESTRAINED TO BEAM, AS SECTION AT AQUATIC SPECTATOR AREA GLAZED SCREEN UPPER SUPPORT PER STRUC. DETAIL 3/ A355 1:5 Ly 1636

TYP.

AISLE

XTENDS ULKHEAD

LINE OF WALL BELOW

GLASS CAP RAILING

PRECAST BENCH ON CMU\ -TILE FINISH CONTRASTING COLOUR TRIM BAND

400

GLASS CAP RAILING

920 A.F.F.

1200

Sc-200.G

Sc-200.F

450

944

M200.13

PRECAST BENCH ON CMU\ -TILE FINISH

M200.12

355

455

EXTERIOR FOUNDATION WALL - REFER TO STRUC

M200.14

TYP.

280 560 280

840

A602

STAIR

4625

BLEACHER TYP

9790

Sc-200.C

7 Sc-200.E

BELOW BULKHEAD 870 ICE 1 HALL

AISLE

8 4

F10

3/ A355

M200.02 9386

2400

400

SECTION AT AQUATIC SPECTATOR AREA GLAZED SCREEN UPPER SUPPORT

Sc-217.2

GLASS GUARD

920 A.F.F.

400

Sc-200.D

EXTERIOR FOUNDATION WALL - REFER TO STRUC

F10 455

GLASS GUARD

840

7765

TW-1

GLASS GUARD

FIXED BLEACHER TYP.

M200.01

836

TYPICAL DRINK RAIL REFER TO MILLWORK DRAWING

TW-1

560 280 705 280 280 280

F10

10032

TW-1

SPH2 2300GUARD EXTENDS

REVISIONS

Sc-217.2 STEEL PLATE BOLTED TO HSS

2014

G U ELP C EN TR 25 Poppy N 1 L 0A 7

+0 LEVEL 1

STRUCTURAL ENGINEERS

BARRIER FREE VIEWING

+2000 LOADING HEADER Level 4

FL5A

1200

BLEACHER

384

2300

LOWEST PRECAST SLAB REFER TO STRUCTURAL

DATE

AISLE

355 280 560 280 560 280

840

400

920

BLEACHER TYP.

DESCRIPTION

1200 5 ISSUED FOR 100% DETAILED DESIGN M200.20

112

400

2400

2021-02-02 EMBEDDED BEAM TO SUPPORT

STEEL PLATE BOLTED TO HSS

TACTILE WARNING STRIP

400

850

920

400

ISSUED FOR 100% DETAILED DESIGN

Sc200.N

A602

ICE 1 BLEACHER HALL

9790

GLAZING ANCHOR C/W STANDOFF, BOLTED 2210TO STEEL PLATE

BLEACHER

REV

1200

-1000 ICE RINK

M200.09

Sc200.N

SLIDING DOOR

10005

850

C-ACT1 6 M200.05 3500

DATE 2020-10-15

PROJECT TIT

-2400

GLAZING ANCHOR C/W STANDOFF, BOLTED TO STEEL PLATE

JS-05

116

M200.07

DESCRIPTION

ISSUED FOR TENDERM200.08 REVIEW

9400

A602

Sc-200.L

REV

Do not scale this drawing.

REVISIONS AND ISSUES

GLASS GUARD

Sc200.N

F10

1 CARDEN SPE GUELPH, RELO N1H 3A1 PAR T: 519 822

280

PRECAST CONCRETE SUPPORTED ON MASONRY WALLS BEYOND REFER TO STRUCTURAL

Contractor must check and verify all dimensions on the job, and report any discrepancies to the REVISIONS AND ISSUES Architect before proceeding with the work.

REFER TO MILLWORK 10005

TEAM ROOMDRAWING 1A PM6

TYP. PRECAST STEP DIM

FL5A

CITY REP

+4500 E LEVEL 2 +4100 ARENA CONCOURSE

SCALE

M200.06

1 : 50

1200

AISLE 7765

PM4 P

M200.07

AUTOMATIC SLIDING DOOR (INTERIOR)

116

44 +2000 LOADING HEADER Level 4

SPH2 2300 TYPICAL DRINK RAIL

990

9790

M200.06

M200.20

FL5A

840

Sc-200.L

Sc200.N

-2400

C-ACT1 3500

ROLLER GUIDE, DOOR PANEL SIZED TO 3 3 ENSURE MINIMUM OVERLAP A301 6

102

JS-04

D SHUTTER, FACE MOUNTED AT BACK OF WALL

LINE OF FINISH -1000 SEE FINISH PLANS ICE RINK C-ACT1 5 3500 5

SECTION AT ICE HALL #1 BLEACHER FIXED SEATING

SLIDING DOOR 4 FRAME (BY DOOR MANUFACTURER)

LINE OF FINISH, WHERE INDICATED 5

TEAM ROOM 1A

FL5A

-800

M200.05 Contractor must check and verify all dimensions on the job, and report any discrepancies to the Architect before proceeding with the work. Do not scale this drawing.

FL5A

+4500 N LEVEL 2

TYPICAL DRINK RAIL REFER TO MILLWORK TYP. BLEACHER DIM DRAWING DN

7765

200

1/ A201

4 EXTERIOR

ALIGN

PERIMETER GLAZING CHANNEL

BLEACHER M200.04

Sc-200.K

C-ACT1 3500

A602

PERIMETER GLAZING CHANNEL

9400

AISLE

+0 LEVEL 1

Sc-200.J

M200.04

Sc-200.K

GLASS GUARD

280

355 280 560 280 560 280

SECTION AT ICE HALL #1 MEDIA BOX

Sc-200.J 4

GLASS GUARD

29 1200

112

PM6

M112.01

SLIDING DOOR PANEL

836

ICE 1 HALL

10005 BLEACHER

A602

-1000 ICE RINK

BARRIER FREE VIEWING

SPH3 2300

117.1

EMBEDDED BEAM TO SUPPORT LOWEST PRECAST SLAB - REFER TO STRUCTURAL

FL2 PRECAST STEP

FL5A

A602 1

2000

TW-1

GLASS GAURD

PM4

PRECAST CONCRETE SUPPORTED ON MASONRY WALLS BEYOND REFER TO STRUCTURAL

+2000 LOADING HEADER Level 4

-2400 FL5A

A357

664

TW-1

GLASS GUARD

Sc-200.I

TYP. BLEACHER DIM

840

BARRIER FREE VIEWINGFL4

Sc200.N

TR WC

RECESS SEALANT,1200 BOTH SIDES, ALL AISLE Sc-200.I PERIMETER 117

6535

430

840 200

RAF1A

2000

TW-1

GLASS GAURD

355 280 560 280 560 280

ROOM 1B GLASS TEAM GUARD

BLEACHER

+0 Sc-200.H LEVEL 1

Sc-200.H

FL5A

840

400

M200.10

9390

-800

GLASS GUARD

944 ICE 1 UPPER SEATING

C-ACT2 2700 PM4

840

ALIGN

LINE OF WALL BELOW

GLASS IN SHOE, 10032 SEE SCREEN SCHED

400

TYP. BLEACHER DIM

840

GLASS GUARD

BLEACHER TYP.

M112.02

1200 AISLE

Sc-200.G

Sc-200.F

FL5A

+4500 LEVEL 2 +4100 ARENA CONCOURSE

10032

TW-1

NORTH ARROW

ICE 1 UPPER SEATING 200

FL5A

TYPICAL DRINK RAIL 430 REFER TO MILLWORK DRAWING

M200.02 9386

VARIES

ICE 1 HALL

GUARD EXTENDS 112 BELOW BULKHEAD

118

-800 Sc-200.E

790

M200.11

850

TEAM ROOM 1C

BASE TYPE O

200 200

M200.12

TW-1

GLASS GUARD

Sc-200.C 0

FL4

100

REFER TO MILLWORK 944 DRAWING

2300

M200.02 PM4 9386

200

2300

+2000 LOADING HEADER Level 4

355

PARTIAL HEIGHT MASONRY WALL

840

PRECAST CONCRETE SUPPORTED ON MASONRY WALLS BEYOND REFER TO STRUCTURAL

M200.13

-2400 FL5A

CMU OVERHEAD COILING SHUTTER BB FRAME FASTENED TO SPH3 CMU W/ 2300 TYPICAL DRINK RAIL 64x64x6.4 STEEL ANGLE

Sc-200.C

M200.14

840

Sc200.N

GLASS GUARD

400

A602 280 560 280

4625

6 920

200200

400

PRECAST CONCRETE SUPPORTED ON MASONRY WALLS BEYOND REFER TO STRUCTURAL

944

+4500 LEVEL 2 TW-1 +4100 ARENA CONCOURSE

10032

TW-1

GLASS GUARD Sc-200.D

9790 F10

840

200

FL5A

GLASS GUARD

TYP. BLEACHER DIM

FL5A

STAIR

400

200

7765

BLEACHER TYP

-800

790

840

800

FL5A

ORS

M200.01

4294

ICE 1 UPPER SEATING

Sc-200.F

FL4 2014

BARRIER FREE VIEWING

FIXED BLEACHER TYP.

F10

ICE 1 UPPER SEATING

990

850

200

0 TYPICAL DRINK RAIL REFER TO MILLWORK DRAWING

8 A602

75 75

ICE 1 UPPER SEATING +4500 TACTILE LEVEL 2 WARNING STRIP +4100 ARENA TW-1 CONCOURSE

990

FL5A

836

1036 FL4

GLASS GUARD

920

800 560 280 705 280 280 280

M200.02

3254

200

4294

20 2

PROJECT N

SECTION AQUATIC SPECTATOR AREA GLASS SUPPORT 3/ A355

1:5

17 1

SECTION DETAIL - GYM SUBWOOFER NICHE 1/ A102B

PROJECT TITLE

G U ELP H S O U TH EN D C O MMU N IT Y 2 C EN TR E

PROJECT TITLE

2 5 P o p p y D riv e , G u e lp h O N N 1 L 0A 7

G U ELP H S O U TH EN D C O MMU N IT Y C EN TR E

DRAWING TITLE

1 : 10

SECTION DETAIL - SPEAKER NICHE IN GYM BALUSTRADE

1/ A102B

1 1

1 : 10

DRAWING N

GRB5

FH_COAT STORAGE

23 1 : 20 M108.01 ELEVATION 17 1 : 20

19 19 915

100

230 FADS

1913

450

51 50

760

450

KICK

100

1 : 20

39 2200

19 20 EQ 915

LW_OPEN KICK

M139.01 ELEVATION 1 : 20

PR O J E C T N

P R O J EC T N U M B ER

17 18

1 : 20

As i ndi cat ed DA TE

20 20. 10. 15

BLOCKING AS REQUIRED KICK BOTTOM PANEL BLOCKING AS REQUIRED

LW_ACCESSIBLE SINK OR COOKTOP KICK

BOTTOM PANEL

FH_ACCESSIBLE CLOSED STORAGE

18 1 : 20

S CAL E

FIXED SHELF BACK PANEL NAILING STRIPS

100

1 : 20

SIDE PANEL

G U ELP H S O U TH C EN TR E

SIDE GABLE DOOR PULL

915

610

ISSUED FOR 100% DETAILE

C IT Y O F G U E L

1 C ARDE N STRE ET, G U E L P H , O N T A RI O N1H 3A1 lp: 5 h1 9 O T:25 51P 9op8p2y2 D1r2iv6e0 , GueF N 1 L 0A 7

M IL L W O R K D

NAILING STRIPS BACK PANEL

590

ISSUED FOR TENDER REVIE

DR AW IN G TITL E

TOP PANEL

100

860

PLUMBING TO BE INSULATED NAILING STRIPS LINE OF REQUIRED ACCESSIBILITY CLEARANCE LINE OF KICK BEYOND BOTTOM PANEL

FH_ACCESSIBLE COAT STORAGE

17 1 : 20

SIDE PANEL

BLOCKING AS REQUIRED KICK

LW_SINK OR COOKTOP

13 1 : 20

2200

BOTTOM PANEL

DOOR PULL

FIXED FASCIA PANEL

REMOVABLE FRONT PANEL WITH HIDDEN 0 FASTENERS AND FRAMING SIDE PANEL BEYOND

ISSUED FOR COORDINATION

ISSUED FOR CLASS B+ CO

P RO JECT TITLE

COUNTER TOP

DESCRIPTIO

2 3 5

TOP PANEL ADJUSTABLE SHELVES (REFER TO ELEVATION FOR QTY)

CABINET DOOR

100

BLOCKING AS REQUIRED KICK

BARRIER FREE SINK

1060

577

NAILING STRIPS

915

BOTTOM PANEL

100

BACK PANEL

230 FADS

NAILING STRIPS

ADJUSTABLE SHELVES BACK PANEL SIDE PANEL BOTTOM PANEL

DRAWER FACE

NAILING STRIPS

1370

BACK PANEL

1370 FADS

ADJUSTABLE SHELVES

DOOR PULL DOOR FACE

860 1365

2200

450 915

2200

2200 39

915

19 20

1370 FADS

19 13

1400 AFF

450 AFF 185 293

760

1200 CITY OF TORONTO

915

100

760

1365

288

100

630 565

COUNTER TOP

D R A W I N G N U M B ER

FH_CLOSED STORAGE

19 1 : 20

20 1 : 20 M136.01/M136.02 ELEVATION 15 1 : 20

Typical Millwork Section Details

LW_GUARD'S DESK AT GLASS SCREEN (DRAWERS) Copy 1 1 : 20

8/ A904

LW_GUARD'S DESK AT GLASS SCREEN (DRAWERS)

1 : 20

4016

PR O J E C T N

SSF FASCIA

S M I T H & A ND ER S E N E L E C T RI C AL E N G I N E E R S

4 2 11 Y O N G E S T R E E T , S U I T E TORONTO, ON M2P 2A9 T : 4 16 4 87 8 15 1 F: 4 1

ELECTRICAL SERVICES CABLE TRAY COORDINATE POWER DATA CONDUIT TO BE CONCEALED WITH HSS SUPPORT AND BACK PANEL ASSEMBLY

450

50MM DIA GALVANIZED TUBES WITH POWDER COAT FINISH TO MATCH PTX

LW_GUARD'S DESK AT GLASS SCREEN

687

1275

1637 : 20

E M C GR O U P

50MM DIA GALVANIZED TUBES WITH POWDER COAT FINISH TO MATCH PTX

860

LW_GUARD'S DESK AT GLASS SCREEN Copy 1

SSF FASCIA

4 2 11 Y O N G E S T R E E T , S U I T E TORONTO, ON M 2P 2A9 T : 4 16 4 87 8 15 1 F : 41

GALVANIZED HSS OUTRIGGER ASSEMBLY. WELDED TO HSS POST WITH POWDER COAT FINISH

SSF FASCIA AND BOTTOM PANEL ON PLYWOOD SUBSTRATE

SSF DRAWER FACE

S M I T H & A ND ER S E N

TR U E N M E C H A N I C AL E N G I N E E RS

SSF COUNTER

9 / A902

760

783

293

783

SSF FASCIA AND BOTTOM PANEL ON PLYWOOD SUBSTRATE

SERVICE HOLES FOR CONDUIT

GALVANIZED HSS OUTRIGGER ASSEMBLY WELDED TO HSS POST WITH POWDER COAT FINISH

KTE YCPTLUA NL EN GINEERS S RU RA

1 3 4 P E T E R S T R E E T , SU I T E 1 3 TORONTO, ON M5V 2H2 N OR T H A R R O W T : 4 16 5 93 5 30 0 F: 4 1

ANCHOR RESIN SUITABLE FOR UNDERWATER USE AND ANCHOR SYSTEM

GROMMET HOLE

111011 / A902

BLOCKING AS REQUIRED

2099

783

EQ 760

ELECTRICAL SERVICES CABLE TRAY COORDINATE POWER DATA CONDUIT TO BE CONCEALED WITH HSS SUPPORT AND BACK PANEL ASSEMBLY

FULL HEIGHT FRIDGE

LINE OF ADJACENT GLASS SCREEN

SSF COUNTER SSF FASCIA

1110

50MM DIA GALVANIZED TUBES WITH POWDER COAT FINISH TO MATCH PTX

2125

185

BLOCKING AND FRAMING AS REQUIRED

SSF FASCIA

200

50MM DIA GALVANIZED TUBES WITH POWDER COAT FINISH TO MATCH PTX

8/ A904

LINE OF ADJACENT GLASS SCREEN

GALVANIZED HSS OUTRIGGER ASSEMBLY. WELDED TO HSS POST WITH POWDER COAT FINISH

SSF FASCIA AND BOTTOM PANEL ON PLYWOOD SUBSTRATE

SSF FASCIA

610

CONTINUOUS GALVANIZED ANGLE WELDED TO TUBE SUPPORTS AS REQUIRED

SSF DRAWER FACE

293

CI V I L EN GI N EER S

7 5 77 K E E L E ST RE E T , S U I T E 2 C ONCORD , ON L4K 4X3 T : 9 05 7 38 3 93 9 F: 9 0 5

637

P RO JECT TITLE

860

SIDE GABLE

288

BACK PANEL FIXED BOTTOM PANEL

655

100

KICK

LW_CASH DRAWER AND CPU STORAGE 1 : 20

DRAWER FACE BACK PANEL

1 : 20

BOTTOM PANEL

BLOCKING AS REQUIRED KICK

LW_ACCESSIBLE CLOSED STORAGE

LW_SINK OR COOKTOP

1 : 20

610

DR AW IN G TITL E

M IL L W O R K D

19 20

TOP PANEL

SIDE GABLE

2 / A902

S CAL E

FIXED SHELF BACK PANEL

As i ndi cat ed DA TE

BOTTOM PANEL

20 20. 10. 15

BLOCKING AS REQUIRED KICK

196.16°

P R O J EC T N U M B ER

LW_ACCESSIBLE SINK OR COOKTOP

1 : 20

LW_OPEN

1 : 20

1100

17 18

D R A W I N G N U M B ER

C IT Y O F G U E L P 1 C ARDE N STRE ET, G U E L P H , O N T A RI O N1H 3A1 T : 5 19 8 22 1 26 0

A904

2720

A904

2699

M163.1 - AQUATICS COORDINATOR DESK - PLAN

COUNTER TOP

NAILING STRIPS

590

A904

PLUMBING TO BE INSULATED LINE OF REQUIRED ACCESSIBILITY CLEARANCE LINE OF KICK BEYOND

NAILING STRIPS

BOTTOM PANEL

BULLETIN BOARD

BACK PANEL

NAILING STRIPS

REMOVABLE FRONT PANEL WITH HIDDEN FASTENERS AND FRAMING SIDE PANEL BEYOND

DRAWER FACE

5 / A902

BACK PANEL

NAILING STRIPS BOTTOM PANEL PRINTER BLOCKING AS REQUIRED KICK FILE CABINET BELOW

LW_ACCESSIBLE DRAWERS M163.01

ADJUSTABLE SHELVES

FIXED FASCIA PANEL

BARRIER FREE SINK

DRAWER PULL

610

630

COUNTER TOP

FASCIA PANEL

1100

610

FIXED TOP PANEL

630

COUNTER TOP

SINK

DOOR PULL DOOR FACE

915

DRAWER FACE

630

FASCIA PANEL 610

4 / A902

100

127

301

3 / A902

1 : 20

COUNTER TOP

630

FASCIA PANEL DRAWER PULL

DRAWER PULL

500

915

COUNTER TOP

630

FASCIA PANEL

G U ELP H S O U TH C EN TR E

2 5 P o p p y D riv e , G u e lp h O N 1 L 0A 7

M171.2 LEADERSHIP ROOM - ELEVATION

860

COUNTER TOP

630

610

Pool Guard's Desk Millwork Section Details 10

1 : 20

100

M171.1 LEADERSHIP ROOM - ELEVATION

185

1 : 20

100

PROVIDE LOCKSET AT CASH DRAWER

577

M170.1 ELEVATION

860

1 : 20

F: 519 8

2774

1 : 20

M164.1 GUARDS DESK - PLAN 1 : 20

7 2

5 / A902 3 / A902

2 / A902

5 / A902

4 / A902

Coordinate w/ Elec - Strobes

Coordinate w/ Mech - FEC

2 / A902

Coordinate w/ Elec - Light Fixtures K E YP L A N

M163.1 - AQUATICS COORDINATOR DESK 1 : 20

M164.1 GUARDS DESK ELEVATION

1 : 20

M164.1 - GUARDS DESK ELEVATION 2

1 : 20

N OR T H A R R O W

17 / A902

2011

504

626

660

422

416

9 / A902

P RO JECT TITLE

11 / A902

412

416

13 / A902

G U ELP H S O U TH EN C EN TR E

1065

416

2134

412

2 5 P o p p y D riv e , G u e lp h O N N 1 L 0A 7

DR AW IN G TITL E

860

800

416

412

M IL L W O R K D R S CAL E

1 : 20

416

442

695

570

1139

570

457

DA TE

20 20. 10. 15

4627

34 20

1/ A101B

288

M170.1 AQUATICS HALL - SECTION2

PR O J E C T N

760

SERVICE HOLES FOR CONDUIT

B L A CK W E L L S T R U CT U R

CONTINUOUS SILICONE SEALANT

NTS

1870

GALVANIZED HSS OUTRIGGER ASSEMBLY WELDED TO HSS POST WITH POWDER COAT FINISH

+0 LEVEL 1

BLOCKING AS REQUIRED LOCKER INSERT INTO MILLWORK FRAME,REFER TO LOCKER SCHEDULE

185

STAINLESS STEEL ESCUTCHEON (316L) WITH POWDER COAT FINISH-BOLTED TO FLOOR ASSEMBLY AS REQUIRED

TOP OF FINISHED FLOOR

SSF COUNTER

SSF COUNTER SSF FASCIA

610

GROMMET HOLE

19 / A902 TUBE WELDED TO BASE PLATE AS REQUIRED

BASE PLATE

ANCHOR RESIN SUITABLE FOR UNDERWATER USE AND ANCHOR SYSTEM

EQ LINE OF ADJACENT GLASS SCREEN LINE OF ADJACENT GLASS SCREEN

783

CONTINUOUS SILICONE SEALANT

NTS

2200

STAINLESS STEEL ESCUTCHEON (316L) WITH 50 POWDER COAT783 FINISH-BOLTED TO FLOOR ASSEMBLY AS REQUIRED

760

EQ TOP OF FINISHED FLOOR

450

TUBE WELDED TO BASE PLATE AS REQUIRED

BASE PLATE

1800

SSF FASCIA AND BOTTOM PANEL ON PLYWOOD SUBSTRATE

610

1 : 20

D R A WI N G N U M B E

REV

13 / A904

17 18

Typical BF Shower Drawings

BACK PANEL

DRAWER PULL

BACK PANEL 610 DOOR PULL

FH_STORAGE W/ MICROWAVE UNIT

16 1 : 20

P R O J EC T N U M B E

D o n o t s c al e t hi s dr aw i n g.

R EV I S I O N S A N D I S S U E S

630

FASCIA PANEL

SIDE PANEL SINK

17y

BLOCKING AND FRAMING AS REQUIRED

DOOR PULL DOOR FACE

LW_ACCESSIBLE CLOSED STORAGE

11 1 : 20

20 20. 1

U/S FIN CEILING

TOP PANEL

BLOCKING AS REQUIRED

LW_ACCESSIBLE DRAWERS

FH_WASTE STORAGE

15 1 : 20

Millwork Elevation

BLOCKING AS REQUIRED KICK

1 : 20

C o n t r a c to r m u s t c h ec k a n d v er i f y d i s c r e p a n ci es to t h e A r c h i t e c t b e f o

50MM DIA GALVANIZED TUBES WITH POWDER COAT FINISH TO MATCH PTX

COUNTER TOP

FASCIA PANEL

100

1 : 20

100

KICK

UP_CLOSED STORAGE

22 1 : 20

BOTTOM PANEL

1/ A101A

CABINET DOOR

DRAWER FACE

NAILING STRIPS

CABINET DOOR ON MAGNETIC LATCH

590

As i nd DA TE

24 1:5 SHOWER ENLARGED PLAN

610

SNCAL E

TYP-COUNTER DETAILS

ELECTRICAL SERVICES CABLE TRAY COORDINATE POWER DATA CONDUIT TO BE CONCEALED WITH HSS SUPPORT AND BACK PANEL ASSEMBLY

U/S FIN CEILING

3945

SSF FASCIA

1 : 20

630CLOSET ROD

COUNTER TOP

610 COUNTER TOP

630

SSF COUNTER

630 DOOR PULL

BACK PANEL

288

850

FIXED BOTTOM PANEL

2880

UP_OPEN SHELF AT DESK OR WORK COUNTER

SIDE PANEL

BACK PANEL

KICK BLOCKING AS REQUIRED

LW_CASH DRAWER AND CPU STORAGE

765

610

BOTTOM PANEL

100

1350

PROVIDE OPENING (REFER TO ELEVATIONS)

GROMMET HOLE

C HANG SC HE D

N OR T H A R R O W

ANCHOR RESIN SUITABLE FOR ACRYLIC SOLID SURFACE UNDERWATER USE AND ANCHOR SYSTEM GRB-3

CABINET DOOR

FIXED BOTTOM PANEL

127

WASTE BIN

FIXED TOP PANEL

NAILING STRIPS

765

050 905

DRAWER FACE

SIDE GABLE

500

915

SIDE PANEL

915

1085

860

DRAWER PULL

860

DOOR PULL

1290

2200

1685

2200

BACK PANEL 610

DR AW IN G TITL E

K E YP L A N

GALVANIZED HSS OUTRIGGER ASSEMBLY. WELDED TO HSS POST WITH POWDER COAT FINISH

TOP PANEL

NAILING STRIPS

CABINET DOOR (LOCKABLE) COUNTER TOP 630 NAILING STRIPS 3945 FASCIA PANEL FASCIA PANEL FIXED BOTTOM PANELDRAWER PULL

FASCIA PANEL

1375

1475

BOTTOM PANEL

565

COUNTER TOP

630

RECESSED LIGHT CHANNEL (OPTIONAL PROVIDE PRODUCT NUMBER)

SHBF

CONTINUOUS SILICONE SEALANT

SHST

CABINET DOOR (LOCKABLE)

565

BACK PANEL

CABINET DOOR PROVIDE LOCKSET AT CASH DRAWER

BOTTOM PANEL

1 : 20

CI V I L EN GI N EER S

7 5 77 K E E L E ST RE E T , S U I T E pKpy4X3D riv C ONCORD2,5ONPo L4 T : 9 05 7 97 F: 9 N318L3903A

SHW

LW_GUARD'S DESK AT GLASS SCREEN

ADJUSTABLE SHELVES

G U ELP H C EN TR E

E M C GR O U P

TUBE WELDED TO BASE PLATE AS REQUIRED

NTS

CTTREETTI,TLSE 4 2 11 P YORNO GJ EES UI T TORONTO, ON M2P 2A9 T : 4 16 4 87 8 15 1 F:

SILICONE JOINT

STAINLESS STEEL ESCUTCHEON (316L) WITH POWDER COAT FINISH-BOLTED TO FLOOR ASSEMBLY AS REQUIRED

U/S FIN CEILING

E L E C T RI C AL E N G I N E E R S

SHBF

FINISH FACE OF FASCIA PANEL

610

BACK PANEL

ADJUSTABLE SHELVES

CLOSET ROD

BACK PANEL

U/S FIN CEILING 610

LW_GUARD'S DESK GLASS SCREEN (DRAWERS) TOPAT PANEL

TOP PANEL

2200

11 / A902

1 : 20

GRB4 SD

6MM RADIUS AT EDGE

TYP BARRIER FREE SHOWER - ELEVATION

SSF FASCIA

S M I T H & A ND ER S E N

BASE PLATE

1110

50MM DIA GALVANIZED TUBES WITH POWDER COAT FINISH TO MATCH PTX

FIXED SHELF

ADJUSTABLE SHELVES

DOOR PULL

BACK PANEL

1 : 20 450

760

200

9 / A902

SIDE PANEL

8/ A904

TOP PANEL

NAILING STRIPS

1830

185 293

760 390

PLYWOOD SUBSTRATE

U/S FIN CEILING 610

LW_GUARD'S DESK AT GLASS SCREEN Copy 1

SIDE PANEL

TOP PANEL

610

CABINET DOOR

350

SSF FASCIA TYP BF SHOWER-ELEVATION_02 AND BOTTOM PANEL ON

1 : 20

WALL FINISH

CONTINUOUS PERIMETER TRIM

SOLID SURFACE COUNTER

SSF FASCIA AND BOTTOM PANEL ON PLYWOOD SUBSTRATE

SSF DRAWER FACE

4 2 11 Y O N G E S T R E E T , S U I T TORONTO, ON M 2P 2A9 T : 4 16 4 87 8 15 1 F:

LINE OF ADJACENT PARTITION

3MM CLEARANCE FOR EXPANSION AND CONTRACTION

TOP OF BARRIER FREE FOLDING FINISHED FLOOR SHOWER SEAT (SHSBF) ADJUSTABLE SHOWER HEAD ON FLEXIBLE 1500MM LENGTH HOSE ACRYLIC SOLID SURFACE - WITH COVED BACKSPLASH (REFER TO MECH.)

M E C H A N I C AL E N G I N E E RS

KICK

(REFER TO MECH.)

SERVICE HOLES FOR CONDUIT

S M I T H & A ND ER S E N

BLOCKING AS REQUIRED

FH_CLOSED STORAGE 1300

500

PERIMETER TRIM PROVIDE INTEGRAL COVED DETAIL AT BACKSPLASH 6mm CONTROLS RADIUS SHOWER

BLOCKING AS REQUIRED

GALVANIZED HSS OUTRIGGER ASSEMBLY WELDED TO HSS POST WITH POWDER COAT FINISH

26 1:5

1 : 20

FINISHED FLR VARIES

TYP-SOLID SURFACE DETAILS

PLASTIC LAMINATE

LINE OF ADJACENT GLASS SCREEN

SSF COUNTER SSF FASCIA

1110

1 3 4 P E T E R S T R E E T , SU I T E TORONTO, ON M5V 2H2 T : 4 16 5 93 5 30 0 F:

BOTTOM PANEL

WALL FINISH

U/S FIN CEILING

301

1 : 20

NAILNG STRIPS

50MM DIA GALVANIZED TUBES WITH POWDER COAT FINISH TO MATCH PTX

TOP PANEL

580

8/ A904

ELECTRICAL SERVICES CABLE TRAY COORDINATE POWER DATA CONDUIT TO BE CONCEALED WITH HSS SUPPORT AND BACK PANEL ASSEMBLY

1 : 20

U/S FIN CEILING

BLOCKING AND FRAMING AS REQUIRED

SSF FASCIA

TYP FAMILY SHOWERS - ELEVATION1

SSF FASCIA

SOLID SURFACE FULLY STRAPPED TO PLYWOOD UNDERLAYMENT PROVIDE MOISTURE RESISTANT PLYWOOD AT ALL WET AREAS

B L A CK W E L L S T R U CT U S T RU C T U R AL E N G I N E E RS

NAILING STRIPS

KICK

FH_ACCESSIBLE CLOSED STORAGE

6MM RADIUS 930 AT EDGE

CONTINUOUS PLYWOOD UNDERLAYMENT (REFER TO DETAIL DRAWINGS FOR THICKNESS)

FINISH FACE OF FASCIA PANEL BOTTOM PANEL

RECESSED BARRIER-FREE SOAPCONTINUOUS DISH (SD)

FINISH FACE OF FASCIA PANEL

DOOR PULL SIDE PANEL

NAILING STRIPS

LINE OF ADJACENT PARTITION GRAB BAR (GRB4)

3MM CLEARANCE FOR EXPANSION AND CONTRACTION

BACK PANEL

SILICONE JOINT

SIDE PANEL 6MM RADIUS AT EDGE

BARRIER FREE SHOWER HEAD SHBF

CONTINUOUS PERIMETER TRIM

PLASTIC LAMINATE COUNTER

3MM CLEARANCE FOR EXPANSION DOOR PULL AND CONTRACTION

FIXED SHOWER HEAD (REFER TO MECH.)

685 MAX

400

GALVANIZED HSS OUTRIGGER ASSEMBLY. WELDED TO HSS POST WITH POWDER COAT FINISH

+0 FINISHED FLOOR 39

SSF FASCIA AND BOTTOM PANEL ON PLYWOOD SUBSTRATE

LW_GUARD'S DESK AT GLASS SCREEN (DRAWERS) Copy 1

1300

610

CONTINUOUS GALVANIZED ANGLE WELDED TO TUBE SUPPORTS AS REQUIRED

SSF DRAWER FACE

50MM DIA GALVANIZED TUBES WITH POWDER COAT FINISH TO MATCH PTX

351

SERVICE HOLES FOR CONDUIT

200

SSF FASCIA AND BOTTOM PANEL ON PLYWOOD SUBSTRATE

BLOCKING AS REQUIRED

GALVANIZED HSS OUTRIGGER ASSEMBLY WELDED TO HSS POST WITH POWDER COAT FINISH

1 : 20

WALL FINISH 565

BACK PANEL

QUARTZ SOLID SURFACE

FH_ACCESSIBLE COAT STORAGE

LINE OF ADJACENT GLASS SCREEN

SSF COUNTER

SSF COUNTER SSF FASCIA 39

SILICONE JOINT

SOLID SURFACE COUNTER

700-800

FOR BUILT UP NOSING (REFERSUITABLE TO DETAIL SECTIONS) UNDERWATER USE AND ANCHOR SYSTEM

GROMMET HOLE

STAINLESS STEEL ESCUTCHEON (316L) WITH POWDER COAT FINISH-BOLTED TO FLOOR ASSEMBLY AS REQUIRED MOISTURE RESISTANT PLYWOOD BARRIER FREE FOLDING UNDERLAYMENT LADDER SYSTEM CONTINUOUS SILICONE SHOWER SEAT (SHST) CONSTRUCTED OR ROUTED AS PER SEALANT MANUFACTURERS SPECIFICATIONS WITH 100MM ANCHOR RESINWIDE WEBS 600MM O.C.

NTS

610 50

1 : 20

TUBE WELDED TO BASE PLATE AS REQUIRED

BASE PLATE

TOP OF FINISHED FLOOR

1200 AFF BLOCKING AND FRAMING AS REQUIRED

FH_STORAGE W/ MICROWAVE UNIT

CONTINUOUS PERIMETER TRIM

6MM RADIUS AT EDGE NAILING STRIPS

1370

VARIES (REFER TO RCP) 3050 MAX HEIGHT

1 : 20

1000 AFF

FH_WASTE STORAGE

GRAB BAR (GRB3)

LINE OF ADJACENT GLASS SCREEN

915

100

PROVIDE 3MM MIN CLEARANCE

FOR EXPANSION AND 15 CONTRACTION

1100

1 : 20

SHOWER CONTROLS (REFER TO MECHANICAL)

2100 AFF

FH_COAT STORAGE

LINE OF ADJACENT GLASS SCREEN

1 : 20

BLOCKING AS REQUIRED

2200

1 : 20

SIDE PANEL SOLID SURFACE COUNTER

3MM CLEARANCE FOR BACK PANEL EXPANSION AND CONTRACTION DOOR PULL

FINISH FACE OF FASCIA PANEL

100

VARIES (REFER TO RCP)

UP_CLOSED STORAGE

200

2100 AFF

1 : 20

TILE BEYOND

ON-PLAN

590

ADJUSTABLE SHELVES BACK PANEL SIDE PANEL BOTTOM PANEL

KICK

UP_OPEN SHELF AT DESK OR WORK COUNTER

UNTED SPH)

CABINET DOOR 80-120 ON MAGNETIC LATCH

KICK

DOOR PULL DOOR FACE

876

450

BLOCKING AS REQUIRED

COUNTER TOP

1290

NAILING STRIPS

2200

450 630

SIDE PANEL

F: 519

LINE OF ADJACENT PARTITION

WALL FINISH

850

WASTE BIN

SIDE PANEL

920

PROVIDE OPENING (REFER TO ELEVATIONS)

DOOR PULL

LINE OF ADJACENT PARTITION

1300 DOOR PULL

C IT Y O F G U E L

TR U E 1 C ARDE N STRE ET, N G U E L P H , O N T A RI O N1H 3A1 T : 5 19 8 22 1 26 0

CABINET DOOR

CABINET DOOR CLOSET ROD

FIXED BOTTOM PANEL

2200

1830

BACK PANEL

FIXED SHOWER HEAD (REFER TO MECHANICAL) 915

1085

2200

RECESSED LIGHT CHANNEL (OPTIONAL PROVIDE PRODUCT NUMBER)

1375

1475

900 TYP (REFER TO PLAN)

TOP PANEL

100

905

920 CLEAR

FASCIA PANEL FIXED BOTTOM PANEL

TOP PANEL ADJUSTABLE SHELVES (REFER TO ELEVATION FOR QTY)

U/S CEILING VARIES

CABINET DOOR

NAILING STRIPS

1685

390

CABINET DOOR (LOCKABLE)

BOTTOM PANEL

SIDE

TOP PANEL

NAILING STRIPS

565

DOOR PULL

900 BOTTOM TYP PANEL (REFER TO PLAN)

WNER

N OR T H A R R O W

ADJUSTABLE SHELVES

565

BACK PANEL

610

CABINET DOOR (LOCKABLE)

ADJUSTABLE SHELVES

CLOSET ROD

CABINET DOOR

BOTTOM PANEL SIDE PANEL

351

BACK PANEL

POSAL

1 : 20

U/S CEILING VARIES

BACK PANEL

K E YP L A N

U/S FIN CEILING

U/S FIN CEILING 610

TOP PANEL BACK PANEL

FIXED SHELF

SIDE PANEL

U/S FIN CEILING 610

TOP PANEL

ADJUSTABLE SHELVES

TOP PANEL

WOMEN'S X ONLY

ION

U/S FIN CEILING 610

NAILING STRIPS 350

NAILNG STRIPS

1 : 20

610

TOP PANEL CABINET DOOR

TYP WC ACCESSORIES MOUNTING HEIGHTS - ELEVATION1

U/S FIN CEILING

1:5

1 : 20

1200 CITY OF TORONTO

876

1 : 20

TYP-COUNTER DETAILS

1:5

TYP GRAB BAR MOUNTING HEIGHTS - ELEVATION

PR O J E C T N

TYP-SOLID SURFACE DETAILS

URINAL

GRB4

185

GRB3

P R O J EC T N U M B ER

17 18

4 Coordinate w/ Mech - Diffusers M165.1 ADMIN CHANGEROOM - ELEVATION 1 : 20

Coordinate 3w/ Elec - OS + Exit Signs

2 1 Coordinate w/ Struc - Cross Bracing

M164.3 ELEVATION

M164.2 ELEVATION

1 : 20

M163.2 ELEVATION

1 : 20

D R A W I N G N U M B ER

1011

A100 NOTE BLOCK REFLECTED CEILING PLANS

2 A200

Number

1y 2y

1 1 2 3 4 5

6y A

2 A316

REFLECTED CEILING PLAN LEGEND

11y

12y

13y

15y

SQUARE SUPPLY AIR DIFFUSER

1000

220

710

SLOPE DOWN 24.3%

3177

14 / A162

12750

6 / A162

VARIES AS PER ACT TYPE

RWS1

VARIES AS PER ACT TYPE

RWS1

RWS1 RWS1 RWS-1.30

RWS1 RWS1

11.7%

RWS1

LED LIGHT

200

3023

200

FRAMING AS REQ'D

C-GWB 3700 SIM. 47 / A161

GWB --

172°

200

3023

203

2175

RWS1

3023

RWS1

C-GWB 3500

3 / A162

300

RWS1

SLOPE UP

A300 MPC1

MPC1

HEIGHT VARIES

MPC1

+8000

HEIGHT VARIES

+8500

MPC1

HEIGHT VARIES

RWS1

MPC1

HEIGHT VARIES

NORTH ARROW

RWS1

MPC1

HEIGHT VARIES

GWB --

GWB CORNER BEAD

RWS1

MPC1

HEIGHT VARIES

BUILKHEAD AT MP5

1/ A152A

RWS1

KEYPLAN

ACT-X --

RWS1

SLOPE UP

RWS1

SLOPE UP

VARIES CLG LEVEL

RWS1

1 A301 5

CONTINUOUS PERIMETER EDGE TRIM

RWS1

CURTAIN DIVIDER

2 / A162

CONTINUOUS FLOATING TRIM TF2

RWS1

20 / A161

C-MPC2 --

RWS1

SIM

A350

RWS1

SIM. 47 / A161

1 / A162

VARIES CLG LEVEL

WDC2 --

3023

13MMx150MM HIGH PERIMETER EDGE TRIM

Dz 1833

Typ. 38 / A161

6 A202

1 CARDEN STREET, GUELPH, ONTARIO N1H 3A1 T: 519 822 1260 F:519 826 9771

Sim.

EQ EQ

CITY OF GUELPH

5 A202

TF2 FLOATING T

12z

C-GWB 3500

221

RWS1 RWS1 RWS1 RWS1 RWS1

8000

BASKETBALL BACKSTOP

21 / A161

6390

12750

Gy Hy Jy

6 A201

14y

SLOPE UP

SLO PE UP

CURTAIN

SP E OP SL UP

INDOOR WALKING TRACK

A317

7577 KEELE STREET, SUITE 200 CONCORD, ON L4K 4X3 T: 905 738 3939 F:905 738 6993

A163

C-GWB 3500

SKYLIGHT C-GWB 3500

CIVIL ENGINEERS

8497

A351

12750

A300

2 A356

15 / A162

Sim.

4 / A162

EMC GROUP

13.4%

GWB ANGLED WALLS

21 / A161

4211 YONGE STREET, SUITE 500 TORONTO, ON M2P 2A9 T: 416 487 8151 F: 416 487 9104

C-WD2 2700

ELECTRICAL ENGINEERS

Fy A300

SP AP

AP 11 / A162

RWS1 RWS-1.42 RWS1

SKYLIGHT RD

13.4%

219

4211 YONGE STREET, SUITE 500 TORONTO, ON M2P 2A9 T: 416 487 8151 F: 416 487 9104

SMITH & ANDERSEN

RWS1

C-ACT1 2700 20 / A161

4 A300

UPPER LOBBY

SMITH & ANDERSEN MECHANICAL ENGINEERS

RWS1

12750

13.4%

216

E OP SL UP

8000

134 PETER STREET, SUITE 1301 TORONTO, ON M5V 2H2 T: 416 593 5300 F: 416 593 4840

13.4%

MULTIPURPOSE 5 SP

SKYLIGHT

13691

STRUCTURAL ENGINEERS

RWS1

BLACKWELL STRUCTURAL ENGIN

COORDINATE WITH ELEC OR MECH FOR REQUIRED DISTANCE BETWEEN FIXTRUE/EQUIP./DEVICE

VARIES AS PER ACT TYPE

13.4%

10 / A162

A351

C-GWB 2200

Ax RD 1z

RWS1 RWS1

RWS-1.41 RWS1 RWS1

13.4%

WD2 VARIES

E OP UP

E SLOP UP

12354

13.4% 215

C-ACT1 2700

20 / A161

C-ACT1 3500

RWS1

TYP.ACOUSTIC CEILING TILE WITH ONE FIXTURE/EQUIP/.DEVICE

MP5 KITCHENETTE

C-ACT1 3500

211

EXP

8000

RWS1

214

ELECTRICAL

5 / A161

40 / A161

SLOPE UP

C-GWB 2200

ADMIN OFFICE 210

GWB ANGLED WALLS

E OP SL UP

12750

SP MP5 STORAGE

11 / A161

A351

Typ.

SP 1 / A161

4 Sim. RWS1

12354

9 / A162

10x

16 / A161

20 / A161

40 / A161

GWB ANGLED WALLS

A353

C-ACT2 3000

C-GWB 2200

EXP

C-ACT1 3500

RWS1

90.00°

16 / A161

209

5 / A161

SLO PE UP

C-WD1 3500

212

C-ACT2 2700

C-GWB 3500

ALIGN ALL CEILING MOUNTED FIXTURES/EQUIP./DEVI CES ALONG CENTRE LINE, COORDINATE WITH ELEC. AND MECH.

150

C-ACT1 3500

SP RWS1

206

C-ACT1 3500

218

C-ACT1 3500

UNIVERSAL WC

11 / A161

WOMENS WC

200 MIN.

RWS 2

RWS1RWS-1.39 RWS1

11 / A161

16 / A161

4 MEETING ROOM

AQUATICS SPECTATOR SEATING B

16 / A161

C-ACT2 3000

C-GWB 2200

20 / A161

MIN

RWS1

RWS 2 RWS-2.03

RWS 2

205

RWS1

MENS WC 208

6 / A162

Sim.

5 / A161

RWS 2

SKYLIGHT

A353

C-ACT1 3500

SPECT CORRIDOR A

8000 E OP SL UP

13351

SLOPE UP

C-ACT1 3500

RWS1

RWS

12629

12628

GWB ANGLED WALLS

8000

204

C-GWB 2300

31 / A161

16 / A161

EXP

Sim

5 / A161

SP MULTIPURPOSE 4

RWS 2

3187

ELEVATION REFER TO LEVEL 1

SIM.

231

5 / A161

Sim

C-ACT1 3500

A355

Typ. SP 1 / A161

COMMS

RWS-1.40 RWS1 RWS1

E OP UP

A318 4950

300

RWS1

2 C-ACT1 3500

300

Sim.

EXP

207

20 / A161

SKYLIGHT

A352

CUSTODIAL

A352

A300

3 A356

14 / A161

31 / A161

300

2 A353

217

SIM.

C-GWB 2200

TRX SUPPORT BEAMS

EXP

204.1

MP4 STORAGE

2yy

13572

C-ACT HEIGHT VARIES

AQUATICS SPECTATOR SEATING A

RWS1

SLOP UP E

12804

RWS1

ACT4 VARIES

C-ACT1 3500

TYP.LAYOUT FOR ALL CEILING MOUNTED FIXTURES/EQUIP./DEVICES ON ACT CEILING TILES,UNLESS NOTED OTHERWISE; COORIDINATE WITH ELEC. AND MECH.

RWS1

A355

S7.2

12804

A311

RWS1

A352 STAIR 7

VARIES AS PER RCP

VARIES AS PER ACT TYPE

RWS1

Fy 1

RWS1

C-MPC2 HEIGHT VARIES

11.7%

1000

8000

C-WD1 3500

8000

710

ACT4 VARIES

TYP.ACOUSTIC CEILING TILE WITH ONE FIXTURE/EQUIP/.DEVICE

RWS1

11.7%

C-MPC2 HEIGHT VARIES

2' - 4"

3493

ACT5 VARIES

11.7%

8505

7 / A162

ACT5 VARIES

C-MPC2 HEIGHT VARIES

NOTE: TYP. ALIGNMENT FOR CEILING MOUNTED FIXTURES/EQUIP./DEVICES UNLESS SHOWN OTHERWISE; REFER TO RCP FOR CEILING TYPES

RWS1

SLOPE UP

ACT5 VARIES

C-MPC2 HEIGHT VARIES

10252

11.7%

21334 11.7%

C-MPC2 HEIGHT VARIES

11.7%

ACT5 VARIES

11.7%

ACT5 VARIES

C-MPC2 HEIGHT VARIES

10252

RWS1

2345

11.7%

C-MPC2 HEIGHT VARIES

750

50 / A161

5997

A311

A162

11.7%

ACT5 VARIES

21334

11.7%

C-MPC2 HEIGHT VARIES

A310

11.7%

ACT5 VARIES

11.7%

C-MPC2 HEIGHT 3 VARIES

3 A201

6 A300

11.7%

ACT5 VARIES

11.7%

A315 4

ACT4 VARIES

SLOPE UP

CONCEALED SPRINKLER HEAD

2345

LIGHTING

4 REFER TO SHEET A161, A162 FOR RCP DETAILS

EXPOSED SPRINKLER HEAD

150

RWS1

2345

Typ. 38 / A161

GWB ANGLED WALLS

ISSUED FOR 100% DETAILED DESIGN

710 RD

760

8000

18y

125

4840

4 A201

B COSTING

ISSUED FOR CLASS B+ COSTING ISSUED FOR TENDER REVIEW

GENERAL RCP NOTES: 1. ALL HEIGHTS ARE REFERENCES FROM FINISHED FLOOR OF EACH LEVEL UNLESS OTHERWISE NOTED. 2. DEVICES AND SPRINKLERS TO BE CENTERED IN CEILING TILE UNLESS OTHERWISE NOTED. 3. SPRINKLER HEADS IN WOOD CEILING TO BE PAINTED BLACK.

AV RECESSED CEILING SPEAKER

17y

1 A310

ACT4 VARIES

11.7%

MOTORIZED ON SLOPE CURTAINWALL

# /A###

PENDANT LIGHT

16y

HATCH IS THE EXTENT OF ACT1D

2 A201

RWS-2.#

ISSUED FOR CLASS

ISSUED FOR COORDINATION

3 4

RCP DETAILS

LINEAR LIGHT

LINE OF ACT BEYOND

A301

MOTERIZED

POT LIGHT

ELEVATOR 1

RWS-1.#

DESCRIPTION

1 2

LINEAR DIFFUSER

6005

494

REV

ROLLING WINDOW SHADE

ACCESS PANEL

14y

2yy

Do not scale this drawing.

REVISIONS AND ISSUES

VARIES AS PER RCP

10y

5 A201

Contractor must check and verify all dimensions on the j Architect before proceeding with the work.

Text Note EXTEND INTERIOR FINISH TO CURTAIN WALL HEADER AND SILL EXTERIOR SOFFIT SOFFIT AND INTERIOR CEILING ALIGN EXTERIOR METAL SOFFIT RAIN SCREEN PROV.50MM GAP BTW ACT AND WALL FINISH FOR RETURN AIR PROV.25MM GAP BTW ACT AND WALL FINISH FOR RETURN AIR

1:5

PR O J E C T N

RE SP RE PA

RWS1 RWS1

25 22

RWS1

4 A202

150

RWS1

RWS-1.44 RWS1 RWS1 RWS1

RWS1

125 WDC-1 --

WDC-1 --

RWS1

WDC2 --

4 A200

RWS1

150

RWS1

STUD FRAMING TO Jz FORM ROLLER SHADE POCKET

ACOUSTIC PARTITION TO EXTEND TOWDC2 U.S. OF DECK TYP. --

300

LED LIGHT, REFER TO ELEC

3 A202

10z

11z 12z

14z CONTINUOUS FLOATING TRIM TF2

13z

.C. 0O 35

0 20

REVISIONS AND ISSUES

Level 2 RCP EAST 2/ 23

As i ndi cat ed DATE

20 20. 10. 15

PROJECT NUMBER

17 18

DRAWING NUMBER

CONTINUOUS FLOATING TRIM TF2

1 : 125

SCALE

CONT ANGLE REFER TO STRUCT.

WDC2 --

ISSUED FOR TENDER REVIEW

2020-10-15

ISSUED FOR 100% DETAILED DESIGN

2021-02-02

WOOD CEILING CONCAVE DETAIL 2 1/ A152A

REV

1/ A151A

25 22

THE CEILING BEYOND WDC-1 --

150

VARIES CLG HEIGHT

WDC-1 --

175 O.C.

MPC2

150

POOL PERIMETER MPC2 COVE 1/ A310

1 : 10

1/ A152A

POOL PERIMETER COVE

LOOSE SAFETY CABLE TO

150

ACCESS TO OPENING 134 PETER STREET, SUITE 4211 YONGE STREET, SUITE 500 1301 TORONTO, ON2A9 M5V 2H2 TORONTO, ON M2P 4168151 593 5300 4169104 593 4840 T: 416T:487 F: 416F:487

SMITH & ANDERSEN SMITH & ANDERSEN

500

MECHANICAL ENGINEERS ELECTRICAL ENGINEERS

C-MPC2 --

WDC2 --

C-MPC2 --

4211 YONGE STREET, 421138 YONGE STREET, SUITESUITE 500 500 TORONTO, ON2A9 M2P 2A9 TORONTO, ON M2P 4168151 487 8151 4169104 487 9104 T: 416T:487 F: 416F:487

VARIES CLG LEVEL

CONTINUOUS PERIMETER EDGE TRIM

1/ A151A

C-MPC2 --

POOL COVE 2 1/ A102B

1 : 10

ENTEND PLYWOOD AND FASTEN TO ACCESS PANEL PAINT BLACK

10 1

VARIES

CIVIL ENGINEERS ELECTRICAL ENGINEERS

36°

7577 KEELE STREET, SUITESUITE 200 500 4211 YONGE STREET, CONCORD, ON L4K TORONTO, ON4X3 M2P 2A9 T: 905T:738 F:905 F: 738 6993 4163939 487 8151 416 487 9104

7577 KEELE STREET, SUITE 200 CONCORD, ON L4K 4X3 T: 905 738 3939 F:905 738 6993

A102B 1/ A152A

1:5

PEN

48 1:5

1/ A151A

1/ A152A

TILE-X --

TILE EDGE TRIM W/ FLANGE

BLIND AT POOL CHANGEROOM 1/ A151A

1:5

PG2 AX2

FIRE SEALANT AT PENETRATIONS, TYP.

STUD FRAMING TO FORM ROLLER 142 SHADE POCKET

C-MPC1 --

STEEL CLIP ANGLE GWB --

16mm CUSTOM EXTRUDED ALUMINUM PERIMETER TRIM WITH ACRYNAR FINISH COLOUR TO MATCH PT1

VARIES CLG LEVEL

GWB -3700 FIRE SEALANTTYP GWB REVEAL TRIM AT ALL PARTITIONS

TILE-X --

CONTINUOUS PERIMETER TRIM WITH 6MM RABBETED EDGE

TILE TRIM EDGE

WOOD CEILING AT SKYLIGHT

1/ A152A

1:5

GALV FRAM

CONTINUOUS FLOATING ED COVE LIGHT REFER TO ELECTRICAL

GWB

VARIES 37

WDC-1 --

CORNER BEAD

200 MOTORIZEDTILE-X ROLLER SHADE --

VARIES CLG HEIGHT

C-MPC1 --

GWB GLAZING IN ALUMINUM -U-CHANNEL

SPRINKLER BLIND AT POOL VIEWINGHEAD AT SF2 AT RUNNING1/ TRACK 47

STEEL ANGLE FOR GLAZING SUPPORT, REFER TO TYP STRUC. DETAILS

FRAMING AS REQ'D

ROLLER SHADE SUPPORT AS REQ'D

WATERPROOF MEMBRANE WHERE REQ'D

GALV FRAMIN

CONTINUOUS FLOATING ED COVE LIGHT REFER TO ELECTRICAL

2HR FIRE SEPARATION

WINDOW SPRINKLER HEAD, SEE MECH

EMC GROUP CIVIL ENGINEERS

POOL COVE 2 1/ 12 MDF FOLDING CEILING AT HIGN POINT 1 : 10

1/ A151A

1:5

A152A

1:5

Reflected Ceiling Details

GALV FRAMING

150

PERIMETER EDGE TRIM

TILE-X --

MOTORIZED ROLLER SHADE

TILE TRIM EDGE

CONTINUOUS FLOATING PERIMETER TRIM

LED LIGHT， REFER TO ELEC

ACT-X C-MPC1---

GWB --

CORNER BEAD

HEIGHT AT HIGN POINT MDF FOLDING CLG CEILING TILE-X --

C-MPC1 --

12mm REVEAL AT ALL PERIMETER EDGES

VARIES CLG HEIGHT

EQ 200

PENDANT LIGHT AT RECEPTION

1:5

GWB CORNER BEAD --

GWB --

C-GWB TO CONCRETE BLOCK

VAPOUR BARRIER COVE LIGHT WDC2 REFER TO -ELECTRICAL FACE OF TILE WALL FINISH

VAPOUR BARRIER

EMCSMITH GROUP & ANDERSEN

CONTINUOUS PERIMETER EDGE TRIM

WDC2 --

VARIES CLG HEIGHT

12mm BLOCKING TO MAKE 12mm REVEAL

WHEN PANEL CLOSED BLACKWELL STRUCTURAL ENGINEERS PREVENT FALLING PANEL SMITH & ANDERSEN

VARIES CLG LEVEL

CONTINUOUS PERIMETER EDGE TRIM

FRAMING AS REQ'D ANGLES TO SUPPORT GLAZING, REFERLED TO LIGHT, REFER TO STRUCT. ELEC

TYP GWB REVEAL TRIM WATERPROOF AT ALL PARTITIONS MEMBRANE WHERE REQ'D WDC2 --

FRAMING AS REQ'D

GWB --

EQ 300

200

134 PETER STREET, SUITE 1301 TORONTO, ON M5V 2H2 T: 416 593 5300 F: 416 593 4840

760

300

AND ALLOW FULL STRUCTURAL ENGINEERS MECHANICAL ENGINEERS

LED LIGHT, REFER TO ELEC

FRAMING AS REQ'D

STUD FRAMING TO FORM ROLLER CONCRETE SHADE POCKET BLOCK

STRUCTURAL ENGINEERS

710 EQ

GALV FRAMIN

BLACKWELL STRUCTURAL ENGINEERS

150

VARIES CLG LEVEL

1:5

149

710

1:5

1 : 10

RETURN DRYWALL

6UP 150MM

CONTINUOUS FLOATING EDG

149

500

TF2 FLOATING TRIM ACT-5 -760

1/ A310

1:5

VARIES CLG LEVEL 15 RETURN DRYWALL UP 150MM

ACT-5 --

1/ A152A

MDF FOLDING CEILING AIR RETURN

TF2 FLOATING TRIM

WOOD CEILING CONCAVE DETAIL

25 0

1000

485

WDC2 --

GWB --

250

THE CEILING BEYOND

CONTINUOUS PERIMETER EDGE TRIM

150 15 0

376

6522

WDC2 --

1:5

150

15 0

150

1000

BLIND AT MP/MEETING ROOM

2/1/2021 10:35:08 PM

CONTINUOUS PERIMETER EDGE TRIM

LED LIGHT, REFER TO ELEC TF2 FLOATING TRIM 1200

2021-02-02

C:\Users\mpeddie\Documents\1718-ARCH_CM_R20_MPeddie@mjma.ca.rvt

150

1200

2020-10-15

ISSUED FOR 100% DETAILED DESIGN

17 5O .C.

ACT1C AND ACT1D, REFER TO REFLECTED CEILING PLAN

PLENUM FIXTURE 300 TRIM WITH FLANGE

1/ A152A

GWB CORN

125

TF2 FLOATING TRIM

ISSUED FOR TENDER REVIEW

6522

MDF FOLDING CEILING AIR RETURN

DATE

12 5

FIXTURE TRIM WITH FLANGE

VARIES CLG HEIGHT

15 MOTORIZED ROLLER SHADE

ACT1C AND ACT1D, REFER TO REFLECTED CEILING PLAN

150

PLENUM

RETURN DRYWALL UP 150MM SPEAKER

DESCRIPTION

1:5

1/ A152A

15 C-ACT-x ---

Do not scale this drawing.

BUILKHEAD AT MP5

CONTINUOUS PERIMETER EDGE TRIM

Reflected Ceiling Plan

Contractor must check and verify all dimensions on the job, and report any discrepancies to the Architect before D proceeding the work. ESCRIPwith TION DATE

REV 4

REVISIONS AND ISSUES

C-MPC2 --

RWS1

RE F L E C T E D C E I L I N L E V E L 2 E A ST

Do not scale this drawing.

4 VARIES CLG LEVEL

VARIES CLG LEVEL

RWS1

Contractor must check and verify all dimensions on the job, and report any discrepancies to the Architect before proceeding with the work.

GWB --

RWS1

A316

0 15

200 MIN.

12x

GWB CORNER BEAD

6390

RWS1

10x 11x

RWS1

2 5 P o p p y D riv e , G u e lp h O N N 1 L 0A 7

DRAWING TITLE

RETURN AIR 50mm GAP

0 15

RETURN AIR 6390 50mm GAP

RWS1

G U ELP H S O U TH EN D C O C EN TR E

172°

PROJECT TITLE

RWS1

VARIES CLG HEIGHT

150

175 O.C.

RWS1

GWB --

ACT-X --

RWS1

2/1/2021 10:34:43 PM

6445

150

RWS1

C-GWB 3000

RWS1

STAIR 4

6445

1 RD A316

6445

RWS1

RWS1 RWS1 RWS1 RWS1 RWS1 RWS1 RWS1 RWS1 RWS1 RWS1 GxRWS1 RWS1 RWS1 RWS1 RWS1 RWS1 RWS-1.43

RWS1

Hz1

5 12

C:\Users\mpeddie\Documents\1718-ARCH_CM_R20_MPeddie@mjma.ca.rvt

RWS1

Hz1

SPEAKER

RWS1

EXP

RWS1

223

CONTINUOUS FLOATING TRIM TF2

ELECTRICAL

FRAMING AS REQ'D

13MMx150MMGx1 HIGH PERIMETER EDGE TRIM Gx1 222

COMMS

RETURN DRYWALL UP 150MM

RWS1

A313

LED LIGHT

3 A320A-OLD

4 GALV FRAMING

GWB 1500 MIN

150

PERIMETER EDGE TRIM

HIGHEST POINT CLG LEVEL

MPC1 CEILING HEIGHT VARIES, HIGHEST POINT SHOWN HERE

500

MPC1 CEILING HEIGHT VARIES, HIGHEST POINT SHOWN HERE

HIGHEST POINT CLG LEVEL

2 FRAMING AS REQ'D

GWB

13mm MDF PAINTED BLACK DEVICE REFER TO ELEC

CONTINUOUS PERIMETER TRIM WITH 6MM RABBETED EDGE

CUT SLATS CONTINUE EQ. SPACING BEYON

CITY OF TORONTO WESTERN NORTH YORK C

90% SCHEMATIC DESIGN REPORT

CITY OF TORONTO WESTERN NORTH YORK COMMUNITY CENTRE CITY OF TORONTO WESTERN NORTH YORK COMMUNITY CENTRE

90%CITY SCHEMATIC DESIGN REPORTNORTH YORK COMMUNITY CENTRE OF TORONTO WESTERN 90% York SCHEMATIC DESIGN REPORT Western North Community Centre

Schematic Design | 2019

Perspectives

MJMA MJMA

IEW - MAIN ENTRANCE & PUBLIC PROMENADE

MJMA

EXTERIOR VIEW - CHILD CARE ENTRANCE INTERIOR VIEW - AQUATICS HALL INTERIOR 49 VIEW - GROUND FLOOR LOBBY

The site has a linear shape, and we've explored numerous options to optimize its use, focusing on accommodating above-ground parking and required programs, with special attention to the pool. I designed half of the options using digital modeling, including floor plans, master plans, and plan documentation, along with diagrams. 7.

WESTERN NORTH YORK COMMUNITY CENTRE

Date:

JUNE 27, 2019

mech

Ground Level Second Level Third Basement Level (not shown) Total (target)

P.V. & skylight

Third Floor

Mech

Stor Roof

mech

aerobics

Storage Date:

Admin

Fitness

Aquatics

Landscape

Circulation

Gym stor

Changeroom

Gym

1750 1950 3475sm 7175 7180sm

Washroom Fitness Centre

Mechacnial

Washroom

Splash Pad Coffee

Child Care

Gym&Fitness

Child Care

MultiPurpose

Date:

Admin

JUNE 20, 2019

aerobics

4768 2040 425 7233sm 7180sm

Activity Room 3

stor

mech

Infant Play Todler Play Preschool Play

Drive Ground Level Second Level Basement Level (not shown) Total (taRget)

dance

multi purp

Preschool

Fitness Centre

OPTION 1.3 Parking -Bob 134Yuill

stor.

Kitchen

Lane

pool stor.

multi purp

Ground Level Second Level Basement Level (not shown) Total (taget)

Drop Off

stor

Track

OPTION 3.1

childcare

pool

stor.

Ground Floor

GFA GROUND: 4,768 SM SECOND: 2,040 SM GROUND: 4,768 SM BASEMENT: 425 SM SECOND: 2,040 SM 425 SM TOTAL: BASEMENT: 7,233 SM

Multi-purpose Room

St.Second Basil TheFloor Great Secondary School

16 WESTERN NORTH YORK COMMUNITY CENTRE

JUNE 20, 2019

outdoor play area

sun bathing

universal changeroom

pool viewing

MultiPurpose

aqua staff

Lane

lobby

Ground ChangeroomFloor

Bob Yuill Drive

OPTION 3.1 Parking Option A - 134

w Starvie

gardens

Mech

Dance

Child Care

Activity Rm Storage

stor

Activity Room 1

Bob Yuill Drive

Lobby Activity Room 2

stor

Front Canopy A

SCALE: 1:750

GFA

Starview

GROUND: 3,883 SM SECOND: 2,643 SM THIRD: 468 SM BASEMENT: 468 SM

TOTAL: 7,419 SM

w/r

Gym&Fitness

Preschool Rm

Aerobics

Basement Floor

admin

activity rm

multi purp

SCALE: 1:750

GFA

preschool rm

multi purp outdoor meeting

134 Spaces

stor.

Kitch

Mech

mech

Mechacnial

Total Parking: 93 Lobby

Filter

mech

Circulation

Child Care

Pool Viewing

Changeroom

Pool

aerobics

Landscape

Admin

Drop Off

St. Basil The Great Secondary School

Aquatics

kitchen

Second Floor WESTERN NORTH YORK COMMUNITY CENTRE

splash pad

11 15

stor.

Stor

3883 2643 500 7094sm 7180sm

dance Fitness

w/r

gym

REVISED JUNE 20

stor.

activity rm activity rm

OPTION1.2

19 19

Roof Floor

Ground Level Second Level Basement Level (not shown) Total (target)

34 18

SCALE: 1:750

JUNE 20 OPTION 1.2 Bob REVISED Yuill Parking - 134 Drive

MultiPurpose Rm

Activity Activity Rm Rm

pool viewing

MultiPurpose Rm Pool

childcare

Ground Floor

TOTAL: 7,419 SM

134 Spaces 134 Spaces

universal changeroom

stor.

BASEMENT: 468 SM TOTAL: 7,419 SM TOTAL: 7,419 SM

Wedge Scheme Wedge Scheme

pool

aqua staff

lobby

outdoor play area

sun bathing

admin

kitchen

activity rm

gardens

w Lane Starvie

activity rm

sunbathing

w/r

Washrm

Second Floor

pool stor.

outdoor meeting

preschool rm

Aerobics

OPTION 2.1

Front Canopy A

stor. activity rm

REVISED JUNE 20

SCALE: 1:750 SCALE: 1:750 SCALE: 1:750 GFA GFA GFA GROUND: 3,883 SM GROUND: 3,883 SM SECOND: 2,643 SM SECOND: 2,643 GROUND: 3,883 SM SM THIRD: THIRD: 468 SM 468 SECOND: 2,643 SM SM BASEMENT: BASEMENT: 468 SM 468 SM THIRD: 468 SM

134 Spaces

134 Spaces 134 Spaces 134 Spaces

SCALE: 1:750

Canopy B - Side FrontFront Canopy B - Side Pool Pool Front Canopy B - Side Pool

GFA

Lane

splash pad

GROUND: 3,883 SM SECOND: 2,643 SM THIRD: 468 SM BASEMENT: 468 SM

Starview

TOTAL: 7,419 SM

Second Floor OPTION1.1

Dance

stor

stor.

Fitness

w/r

Gym

4257 2680 200 7137sm 7178sm

Open Fitness

Office

multi purp

gym

Ground Level Second Level Basement Level (not shown) Total (taget)

Running Track

dance

stor.

multi purp

3883 2643 468 400 7394sm 7180sm

Lounge

SCALE: 1:750 SCALE: 1:750 GFA GFA GFA GROUND: 3,883 SM GROUND: SECOND: 2,643 SM3,883 SM GROUND: 3,883 SECOND: 2,643 SM THIRD: 468 SM SM SECOND: 2,643 SM THIRD: BASEMENT: 468468 SMSM THIRD: 468 SM BASEMENT: 468 SM BASEMENT: TOTAL: 7,419468 SMSM TOTAL: 7,419 SM TOTAL: 7,419 SM

Admin

Ground Floor

TOTAL: 7,233 SM

CITY OF TORONTO WESTERN NORTH YORKYORK COMMUNITY CENTRE CITY OF TORONTO WESTERN NORTH COMMUNITY CENTR

90% SCHEMATIC DESIGN REPORT 90% SCHEMATIC DESIGN REPORT 15

Second Floor

OPTION1.3

St. Basil The Great Secondary School

WESTERN NORTH YORK COMMUNITY CENTRE

Aquatics

Landscape

Circulation

Mechacnial

Gym&Fitness

Child Care

MultiPurpose

w Starvie

Lane

mech

pool stor.

lounge

aqua staff admin

universal w/r changeroom

activity rm

kitchen preschool rm

stor.

universal changeroom pool

outdoor meeting

activity rm

JUNE 20, 2019

childcare

gym

activity rm

Aquatics

Landscape

Circulation

Mechacnial

Gym&Fitness

Child Care

sun bathing

Ground Floor 90% SCHEMATIC 90% SCHEMATIC DESIGN DESIGN REPORT REPORT

St. Basil The Great Secondary School

WESTERN NORTH YORK COMMUNITY CENTRE

Aquatics

Landscape

Circulation

Mechacnial

JUNE 20, 2019

JUNE 27, 2019 Child Care

MultiPurpose

Admin

Date:

JUNE 20, 2019

Program to Create a Program to Create a 2. Raise 2. Raise Sheltered Exterior Space Space and and Sheltered Exterior

Pedestrian Pedestrian and and 1. Maximize 1. Maximize VisualVisual Connection Connection Through Through

Program Program to Create to Create a a 2. Raise 2. Raise Sheltered Sheltered Exterior Exterior Space Space and and

the Site the Site

Date:

Admin

Date:

Gym&Fitness

Pedestrian and and Pedestrian 1. Maximize 1. Maximize Visual Connection Through

Visual Connection Through the Site the Site

MultiPurpose

Among the possibilities, we selected five options for further development. Eventually, three of these options emerged as particularly promising. WeTORONTO conducted a more detailed development of each, CITY OF CITY OF TORONTO WESTERN WESTERN NORTH NORTH YORK YORK COMMUNITY COMMUNITY CENTRE CENTR recognizing that each had its own set of advantages and drawbacks. I personally designed two of these options using digital modeling, encompassing floor plans, master plans, detailed plan documentation, and accompanying diagrams.

Bob Yuill Drive

lobby

WESTERN NORTH YORK COMMUNITY CENTRE

St. Basil The Great Secondary School

WESTERN NORTH YORK COMMUNITY CENTRE

outdoor play area

gardens

splash pad

Date:

Admin

Expand Park Park Expand

Expand Expand Park Park

Concept Diagram the Exterior Space Space the Exterior 3. Utilize 3. Utilize along the Building and and along the Building Connect Interior Space Space Connect Interior

the Exterior the Exterior Space Space 3. Utilize 3. Utilize

the along Building the Building and and MJMA MJMA along Connect Connect Interior Interior Space Space

CreateCreate a Community Hub Hub a Community 4. 4. that isthat Identifiable within within the the is Identifiable

Neighbourhood Neighbourhood Optimize PV Roof Optimize PVdaylighting Roof daylighting

CreateCreate a Community a Community Hub Hub 4. 4. that isthat Identifiable is Identifiable within within the the

SITE DESIGN CONCEPT SITE DESIGN CONCEPT

Neighbourhood Neighbourhood Optimize Optimize PV Roof PVdaylighting Roof daylighting

Section Perspective

MJMA MJMA

17 CONCEPT SITE DESIGN SITE DESIGN CONCEPT

CITY OF TORONTO WESTERN NORTH YORK COMMUNITY CENTRE CITY OF TORONTO WESTERN NORTH YORK COMMUNITY CENTRE

90% SCHEMATIC DESIGN REPORT 90% SCHEMATIC DESIGN REPORT

SUSTAINABILITY SUSTAINABILITY AND AND RESILIENCE RESILIENCE NET ZERO ENERGY BUILDING (NZEB) STANDARD TORONTO GREEN (NZEB) NET ZERO & ENERGY BUILDING BUILDING STANDARDS VERSION STANDARD & TORONTO GREEN 3, TIER 4 (TGS STANDARDS V3 T 4). BUILDING VERSION 3, TIER 4 (TGS V3 T 4).

4 4

3 3

4 4

6 7 7

9 9

EXTERIOR STRATEGIES

Tolerant Landscape & Native 1 Drought EXTERIOR STRATEGIES

Species Drought Tolerant Landscape & Native 1Plant

2 Permeable Exterior Paving Plant Species

Photovoltaic Panels 2Rooftop Permeable Exterior (PV) Paving

24 3Parking Canopy Structure Complete

Rooftop Photovoltaic (PV) Panels

4with Roof Canopy MountedStructure PV Panels Parking Complete

5 Bioswales with Roof Mounted PV Panels 5 Bioswales

8 8 2

Weather Protected Entry 27 6 Sheltered Spaces Weather Exterior Protected Entry to Allow 7Extended Seasonal Sheltered ExteriorUsage Spaces to Allow 8 High Performance Building Extended Seasonal Usage Envelope on-site, lowBuilding impact Envelope stormwater 9 8Prioritize High Performance Prioritize on-site, low impact stormwater 9management management

MJMA MJMA

INTERIOR STRATEGIES - INTERIOR High Efficiency “Push-Pull” Mechanical STRATEGIES System Aquatics“Push-Pull” Hall - High at Efficiency Mechanical - System OptimizeatNatural Daylighting Aquatics Hall - -Maximize Exterior Spaces OptimizeAccess NaturaltoDaylighting - -Heat Recovery on all Maximize Access to AHU’s Exterior Spaces - -Geothermal System Heat Recovery on all AHU’s - Geothermal System

- High Efficiency Radiant In Floor Heating - -Natural Ventilation High Efficiency Radiant In Floor Heating - -High-Efficiency LED Lighting Natural Ventilation - -Back-Up Generator forLighting Power Outrages High-Efficiency LED - Back-Up Generator for Power Outrages

SUSTAINABILITY & ENERGY STRATEGIES SUSTAINABILITY & ENERGY STRATEGIES

31 31 CITY OF TORONTO WESTERN NORTH YORK COMMUNITY CENTRE

90% SCHEMATIC DESIGN REPORT

Child Care Entrance

Community Centre Entrance

Ground Level

WESTERNNORTH NORTHYORK YORKCOMMUNITY COMMUNITYCENTRE CENTRE WESTERN WESTERN NORTH YORK COMMUNITY CENTRE

Aquatics Aquatics

Landscape Landscape

Circulation Circulation

Date:

Mechanical Gym&Fitness Child Care MultiPurpose Admin Mechanical Gym&Fitness Child Care MultiPurpose Admin

Date:

September 17, 2019 SEPTEMBER 16, 2019 September 17, 2019 Date:

AREA THIS LEVEL: 4029SM

KEY PLAN: A B WESTERN NORTH YORK COMMUNITY CENTRE

MJMA +

PROGRAM LEGEND: Aquatics Landscape Second Level

Circulation

Mechanical

GROUND LEVEL

Gym&Fitness

Child Care

MultiPurpose

Admin

C H I LD C A R E A R C H I T E C T S

4 C LI NTON PLAC E T O R O N T O , O N T A RI O , M 6 G 1 J 9 T : 4 1 6 3 2 4 9 9 51

CIT Y OF T

P AR K S , FO R E S T Y & R M E T RO H AL L , 2 4T H F 55 J OHN STRE ET , TO T : 4 1 6 39 2 09 89

Western North York Community Centre Design Development | 2021

A301

S1 A

A301

35700

9368

LEVEL 1 SOFFIT +0 LEVEL 1 PLAN

1800

S1 A

T/O HIGH PARAPET 1/ 14

S1 A

+9600 MECHANICAL MEZZANINE

+8400 LEVEL 2 SOFFIT

+8400 LEVEL 2 SOFFIT +5400 LEVEL 2

ACTIVITY RM 4 214

120

+3600 LEVEL 1 SOFFIT +0 LEVEL 1 PLAN

Elevation 7 - a 1/ 14

SECTION THROUGH LOBBY LOOKING SOUTH

1 : 250

1/ 14

21020

A301

A710

7 A301

A301

CW1A W3

1918

16 LRK-B

2500

123B

123E

2180

LRK-A STAIR 5

PM4

REFER TO DWGS. XXX LRK-B FOR CHILD CARE SCOPE LOCKERS

221

136

LRK-A

CH-A

LRK-B BUILT IN WASTE CABINET

D123F

PM3 X1

CHANGE CUBICLE

MIR

4311

CH-A

LRK-B

CHANGE CUBICLE 123I

PM4

LRK-A

2545

2340

420

A301

1380

LRK-A

3 CW5A

2400

213A

SHOWER STORAGE 123T

130

2365

123T

212

CHANGE CUBICLE

123P

123K

UNIVERSAL CHANGEROOM 1

STAIR 3

123

122

130

SHW2

PM3

M129.01

CH-A

HDD

MIR SDI

D123U

SHW SD

FC3

D123R

GRB4 SD SHW

123U

SHW2

PM3

SHSBE

SHOWER PM4

GRB3

LRK-B PM3

PM4

PM3

HDD

2400

1320

180

MIR SDI

3200

2600

2350

SHW2

UNIVERSAL CHANGEROOM 1

SHW2

1750

123

D125A

124A

4200

B1 CHANGE CUBICLE

LRK-B

124D

LRK-A

PM3 X1

GRB1 GRB2 ECS

HDD PM5

MIR SDI

CH-A CH-B

2180 B1

PM3

PM4

UNIVERSAL WC/SHOWER

GRB1 124I

HDD

PM4

2396

LRK-B B1

LRK-A

CH-A

LOCKERS

D124B

124B

B1 124N

CH-A

PM5

LRK-B

CH-A

124S

1810 D104

ENLARGED PLAN - LEVEL 2 WASHROOM S

CH-A 2550

2990

UNIVERSAL WC

PM3

CH-A

207G

TPH

1955

CH-A

207H

MIR

CH-A

TPH

207I

TPH PM3

PM3

HDD

CH-A

CORRIDOR 114

WC 115B

BF WC 1

A301

115F

TPH

MIR

CH-B

HDD

SDI

A301

CH-A PM3

SDI

HDD

2665

PM5

115G

115A

PM5

HDD MIR

PM3

213B

PM3

GRB1

HDD

PM3

SDI MIR

HDD

SDI MIR

TPH

CH-A SDI

PM3

113

HDD

CH-A

PM3

TPH PM3

A301

B WC 213C

PM3

TPH HDD

MIR CORRIDOR

ENLARGED PLAN - LEVEL 1 WASHROOM

2/ A101A

1 : 50

2100

SHW2 PM3 1

A301

CH-A CH-B

PM3

1 1

124P HDD WC SDI WC HDD MIR 213B MIR AQUATICS OFFICE SDI 127

TPH

M127.01

PM5

B 1 1 1 1

115E UNIVERSAL WC BCS ECS GRB1 GRB2 HDD MIR SDI TPH LRK-B LRK-B LRK-B 115F BF WC GRB1 GRB2 HDD MIR SDI TPH

ENLARGED PLAN - LEVEL 2 WASHROOM N

1 1 1 1 1 1 1 1

124Q CH-A WC HDD MIR SDI SDI MIR TPH LRK-B

PM3

1 1 1 1

PM3

D127.1

1 1

HDD

1 1 1 1

120B BF WC GRB1 GRB2 HDD MIR SDI TPH

1 1 1 1 1 1

123A UNIVERSAL WC/SHOWER BCS ECS GRB1 GRB2 GRB3 GRB4 HDD MIR SDI SHSBE SHW TPH

1 1 1 1 1 1 1 1 1 1 2 1

123B BF CUBICLE GRB3 GRB6 123O BF WC GRB1 GRB2 HDD MIR SDI TPH

1 A301

123R WC HDD MIR SDI TPH

A712

213C

1 1 1 1

TPH PM3

CW5A

PIC OFFICE 1 127B 1 1 1 M127B.02 1 1

PM3

124T SHOWER SHW2

124U SHOWER 10 SHW2

A712 11 124V BF SHOWER GRB3 GRB4 SHSBE SHW

1 1 1 2

CW5A

1 : 50

125 SHOWER AREA GRB3 2 GRB4 2 HDD 4 SHSBE 2 ENLARGED PLANAQUATIC CHANGEROOM SHW 4 2/ 1 : 50 SHW2 10 A101B 207A WC HDD SDI TPH

1 1 1

207B WC HDD SDI TPH

1 1 1

1 1

207E UNIVERSAL WC BCS ECS GRB1 GRB2 HDD MIR SDI TPH

1 1 1 1 1 1 1 1

1 1 1 1 1 1

207F BF WC GRB1 GRB2 HDD MIR SDI TPH

1 1 1 1 1 1

1 1 1 1

207G WC HDD MIR SDI TPH

1 1 1 1

207H WC HDD MIR SDI TPH

1 1 1 1

207I WC HDD MIR SDI TPH

123U SHOWER SHW2

123S BF SHOWER GRB3 GRB4 SHSBE SHW

1 1 1 2

123T SHOWER SHW2

123U SHOWER SHW2

124B UNIVERSAL WC/SHOWER BCS ECS GRB1 GRB2 GRB3 GRB4 HDD

1 1 1 1 1 1 1

ST RU CT U RAL E N GIN EERMark S Type

GRB1

PM3 PM5

BF WC 120B

1 1 1 1

124B UNIVERSAL WC/SHOWER BCS ECS GRB1 GRB2 GRB3 GRB4 HDD

1 1 1 1 1 1 1

124V 207I BF SHOWER WC GRB3 HDD GRB4 MIR SHSBE SDI SHW TPH

1 1 1 2

1 1 1 1

2 2 4 2 4 10

1 1 1 1 1 1 1

1 1 1

BREAKOUT

1 1 1 1

213A BF WC GRB1 GRB2 HDD MIR ND SDI TPH

1 1 1 1 1 1 1

213B WC HDD MIR SDI TPH

1 1 1 1

213C WC HDD MIR SDI TPH

1 1 1 1

Family and Type

WC 115D

1990

CH-A 2550

2990

3096

HDD

1955

WC 115C

ECS GRB2

PM5

SDI MIR HDD MIR SDI HDD

PM3 PM5

SHSBE

TPH

115E

CH-A

400

HDD

PM3

2055

MIR

CH-B

UNIVERSAL WC

TPH SDI

GRB1 GRB1 GRB2

SHW SHW2 TPH

2021 06 28

DOORISWIDTH SUED FOR DESIGN DEVELOPMENT SM IT H & ANDERSON

4800

LITE HEIGHT

EM C GROUP L I M I T ED

CIVIL EN GIN E ERS

7 57 7 K E E L E ST RE E T , S U I T E 20 0 T O R O N T O , O N T A RI O , L K 4 4 X3 T : 9 0 5 7 3 8 3 9 39 F: 90 5 73 8 69 9 3

BORT OL OT T O DE SI GN ARCHI T E CT . I NC.

C H I LD C A R E A R C H I T E C T S

4 C LI NTON PLAC E T O R O N T O , O N T A RI O , M 6 G 1 J 9 T : 4 1 6 3 2 4 9 9 51

+17000 T/O HIGH PARAPET

EXPOSED CAP

D2-ALG2 GLASS CW PHANTOM (NOT IN USE)

STORAGE

TELECOMM

SUB ELEC

203B

205B

204A

+8400 LEVEL 2 SOFFIT

202

STAIR 1

112C

138

+5400 LEVEL 2 +3600 LEVEL 1 SOFFIT +0 LEVEL 1 PLAN

C I T Y O F T OR O N T O

P AR K S , FO R E S T Y & RE C RE A T I O N D I V I S I O N BLACMKEW EL L T RO H AL L , 2 4T H FL O O R ST RU CT U RAL E N GIN EERS 5 5 J O H N S T R E E T , T O R O N T O , O N T AR I O , M 5 V 3 C 6 1 34 P E T E R S T R E E T , SU I T E 1 30 1 T : 4 1 6 39 2 09 89 F: 4 16 3 92 3 35 5 TORONTO, OFIXED NTARI OPANEL M 5 V 2H 2 BREAKOUT BREAKOUT T : 4 1 6 5 9 3 5 3 00 F: 41 6 59 3 48 4 0

FIXED PANEL

+9600 MECHANICAL MEZZANINE

DOOR WIDTH RUNNING TRACK

MULTI-PURPOSE ROOM

CIVIL EN GIN E ERS

BUILDING SECTION - GL B-C 1/ 14

1 : 250

108D

109 110 111 112A

JA VE GA TE

N OR T H A R R O W

PRO J ECT N

DOOR WIDTH EQ

C I T Y O F T OR O N T O P AR K S , FO R E S T Y & RE C RE A T I O N D I V I S I O N M E T RO H AL L , 2 4T H FL O O R 5 5 J O H N S T R E E T , T O R O N T O , O N T AR I O , M 5 V 3 C 6 T : 4 1 6 39 2 09 89 F: 4 16 3 92 3 35 5

P R OJ EC T T I T L E

W ES TER N N O R TH Y O R K C O MMU N I TY C E N TR E

D12 POCKET DOOR

MU CO WC WC WC WC UN DR BF EL PO ST ST AC SC BF UN CH DA UN CH UN PR CH UN CH DR UN CH UN CH UN CH UN CH SH UN CH UN CH JA UN WC WC WC BF SH SH BF SH

123

124

D11 POWER OVERHEAD FOLDING DOOR (GAMING GARAGE)

K EYP L A N

DOOR WIDTH

112C 1 114 115A 115B 115C 115D 115E 115F 116 117 118 119A 120 120B 123

124A 124B 124P 124Q 124R 124S 124T 124U 124V 125

6 12 14

MU MU

123U 124

4 C LI NTON PLAC E T O R O N T O , O N T A RI O , M 6 G 1 J 9 T : 4 1 6 3 2 4 9 9 51

D10 28 OVERHEAD SECURITY GRILLE

KIT KIT MU

112B 112C

123

BORT OL OT T O DE SI GN ARCHI T E CT . I NC.

4 4 10 10 8 6 2 32 28 1 28

112B 112B 112B

123

DOOR WIDTH

EM C GROUP L I M I T ED CIVIL EN GIN E ERS

7 57 7 K E E L E ST RE E T , S U I T E 20 0 T O R O N T O , O N T A RI O , L K 4 4 X3 T : 9 0 5 7 3 8 3 9 39 F: 90 5 73 8 69 9 3

6 0 S t a r v i e w L a n e , T o ro n t o , O N

D13 OPERABLE PARTITION DOOR C H A N G E R O O M D R A W IN G S

D R A W I NG T IT L E

SCALE

As indicat ed

FRAME TYPES 50

50 DOOR WIDTH

DA TE

P R OJ EC T N UM B ER

1820

DOOR WIDTHDRAWING NUMBER

30 DOOR WIDTH DOOR WIDTH

DOOR WIDTHDOOR WIDTH

A400

6 12 14 28

K EYP L A N N OR T H A R R O W

PRO J ECT N TR U E N

F1a

F2a

TRANSOM WIDTH

DOOR WIDTH

TRANSOM WIDTH

P R OJ EC T T I T L E

GRB2

TPH

C I T Y O F T OR O N T O

1 1 1 1

RE ST

108B 108C

123

C H I LD C A R E A R C H I T E C T S

P AR K S , FO R E S T Y & RE C RE A T I O N D I V I S I O N M E T RO H AL L , 2 4T H FL O O R 5 5 J O H N S T R E E T , T O R O N T O , O N T AR I O , M 5 V 3 C 6 T : 4 1 6 39 2 09 89 F: 4 16 3 92 3 35 5

MA KE MA NO DR

123

SM IT H & ANDERSON EL ECT RI CAL EN GI N EE RS

1 10 0- 1 0 0 S H E PP A RD AV E E N O R T H Y O R K , O N M 2N G N 5 F: 41 6 48 7 91 0 4 T : 4 1 6 4 8 7 8 1 51

Count

LITE WIDTH

CH-B CH-A

1 : 50

103 103 104

123

D2-SL BI-PARTING, SLIDING, ALUM SEE SCHEDULE FOR DIMS.

M ECH AN ICAL E N GIN EERS

1 10 0- 1 0 0 S H E P PA RD AV E E NORTH Y ORK , ON M 2N G N5 T : 4 1 6 48 7 81 51 F: 4 16 4 87 9 10 4

A301

1 1 1 1

123

FIXED PANEL

SM IT H & ANDERSON

1 1 1 1

103

EL ECT RI CAL EN GI N EE RS

1 10 0- 1 0 0 S H E PP A RD AV E E N O R T H Y O R K , O N M 2N G N 5 F: 41 6 48 7 91 0 4 T : 4 1 6 4 8 7 8 1 51

DOOR WIDTH

4 4 10 10 8 6 2 32 28 1 28

Grab Bar, hosted: GRB-1 600mm

GRB3 10_Grab Bar-Vertical: 1000mm GRB4 10_Grab Bar-L: 920x760mm 1 10 0- 1 0 0 S H E P PA RD AV E E GRB6 10_Grab Bar-Horizontal: 920mm NORTH Y ORK , ON M 2N G N5 HDD 10_Hand Dryer-Air Blade-Dyson: DysonAirbladeV-AB08 T : 4 1 6 48 7 81 51 F: 4 16 4 87 9 10 4 MIR Glass_Mirror-Bobrick-B165: B-165 2436 ND Sanitary-Napkin-Disposal_Bobrick_B-254: B-254 SMITHSDI& ANDERSON Soap_Dispenser-Surface_Mounted-Bobrick: SURFACE SOAP DISPENSER EL ECT RI CAL EN GI N EE RS 1100- 1SHSBE 00 SHEPPARD AV10_Shower_Seat-Bradley_Corp-Phenolic-400MMDEEP: E E NORTH YORK, ON M2N G9569-R N5 AC-450 F22_Showerhead-Sloan-AC450: : 41 6 48 7 91 0 4 T: 416 SHW 4 8 7 8 1 51 SHW2 22_Showerhead_no shefl: Shower - NON BF 2100mm TPH 10_Toilet_TissueDispenser-Bobrick-B2892-Face-based: EMC GROUP LIMITETPD D

213B WC HDD MIR SDI TPH

Family and Type

DATE

WLITE ES TE R N N O R TH Y O R K C O MMU N I TY WIDTH C E N TR E DOOR WIDTH

6 0 S t a r v i e w L a n e , T o ro n t o , O N

D R A W I NG T IT L E

W ASHROOM D R AW ING S

SCALE

LITE WIDTH

1 : 50 F3A

125

126 126A 127

CU EL AQ

127

127A 128

FIR ON

129

130 131 132 132A 133 135 136 140

ST ST WE ST ST GA ST CH

LEVEL 2 201

201

201 201 201 201 202 203 203 203 203 203 204A 205 205B 206 206 206 207A 207B 207D 207E 207F 208 210A 211 212 212 212 214 214

LO LO LO LO RU GY GY GY GY GY SU ST TE WC WC WC WC WC JA UN BF EX ST EX WC WC WC AC AC

DOOR WIDTH

215 216 217A 220 220A

ST EX IT GA GA

221 222 222 223

ST VE VE EL

MECHANICAL

F3B

DA TE

P R OJ EC T N UM B ER

1 1

2 1

50 TRANSOM WIDTH

1820

D R A W I NG NU M B ER

Door TypesA4&01Frame Types 50

TRANSOM WIDTH

DOOR WIDTHDOOR WIDTH Count 4 4 10 10 8 6 2 32 28 1 28

DOOR HEIGHT

CH-A

MIR

BCS

2021 05 31

Count

C H I LD C A R E A R C H I T E C T S

PM3 X1

VE VE MA MA

103

105 108A

M ECH AN ICAL E N GIN EERS

1 1 1 1

DOOR HEIGHT

A SDI

re/1820-WNYCC-Arch-CM-R21.rvt

3000

100 1 34 P E T E R S T R E E T , SU I T E 1 30 1 M 5 V 2H 2 F: 41 6 59 3 48 4 0

4 C LI NTON PLAC E T O R O N T O , O N T A RI O , M 6 G 1 J 9 T : 4 1 6 3 2 4 9 9 51

GRB1

T : 4 1 6 5 9 3 5 3 00

TR U E N

207I WC HDD MIR SDI TPH

BORT OL OT T O DE SI GN ARCHI T E CT . I NC.

1 2/ A101A 1 1 1 1 1

10_Baby Change Table: KB110-SSRE Emergency Call Station: Standard Grab Bar, hosted: GRB-1 600mm M_Grab_Bar_L_Shaped_Toilet: GRB-2 - L-SHAPE 10_Grab Bar-Vertical: 1000mm 10_Grab Bar-L: 920x760mm 10_Grab Bar-Horizontal: 920mm 10_Hand Dryer-Air Blade-Dyson: DysonAirbladeV-AB08 Glass_Mirror-Bobrick-B165: B-165 2436 Sanitary-Napkin-Disposal_Bobrick_B-254: B-254 Soap_Dispenser-Surface_Mounted-Bobrick: SURFACE SOAP DISPENSER 10_Shower_Seat-Bradley_Corp-Phenolic-400MMDEEP: 9569-R 22_Showerhead-Sloan-AC450: AC-450 22_Showerhead_no shefl: Shower - NON BF 2100mm 10_Toilet_TissueDispenser-Bobrick-B2892-Face-based: TPD

1 : 250

NiT A.RI O Do noT tO scRaO leNtT hO is , drO aw ng

NUMBER 1100- 100 SHEP DP EA SR CD RIPATV IOEN E NORTH Y ORK , ON M 2N G N5 TIS : S4 5S 1S B COFS : 4T1 U1E6 D 4 F8 O7 R 8 C1 LA IN6G 487 9104

WASHROOM ACCESSORIES TOTALS

Type Mark BCS ECS GRB1 GRB2 GRB3 GRB4 GRB6 HDD MIR ND SDI

150

150 LITE HEIGHT

DOOR HEIGHT

2/ 11

D1-SL 1 SLIDING, ALUM 1 SINGLE 1 1 1 SEE SCHEDULE FOR DIMS. 1 1 (NOT IN USE)

7 57 7 K E E L E ST RE E T , S U I T E 20 0 T O R O N T O , O N T A RI O , L K 4 4 X3 T : 9 0 5 7 3 8 3 9 39 F: 90 5 73 8 69 9 3

GRB2 HDD MIR ND SDI TPH

213C WC HDD MIR SDI TPH

BUILDING SECTION - GL - C-D ALUM RAIL ABOVE FLOOR

103

R EV IS I ON S A ND I S S U ES

D1-ALG2 GLASS CW PHANTOM

Enlarged Changeroom & Washroom Plans 1 : 50

Building Section

RrU Cm TU ContraScTto uR stALchEeNcG kINaEnEdRSverify all dim ensions on the job, and report any di s cr epanc i es t o t he Ar chi t e ct befo re pr oc ee di ng w i t h t he w or k.

3108

MIR SDI HDD

101 102 103 103

FULL HEIGHT DOOR HANDLE

BL ACKW EL L

+5400 LEVEL 2 +3600 LEVEL 1 SOFFIT +400 CHILDCARE LEVEL +0 LEVEL 1 PLAN

ALUM RAIL IN CEILING

ALUM RAIL ABOVE FLOOR

M_Grab_Bar_L_Shaped_Toilet: GRB-2 - L-SHAPE SMITHGRB2 & ANDERSON

DOOR WIDTH

FULL HEIGHT DOOR HANDLE

1 34 P E T E R S T R E E T , SU I T E 1 30 1 TORONTBCS O, ONTARI O M5V 10_Baby 2H 2 Change Table: KB110-SSRE T: 416 ECS 5 9 3 5 3 00 FEmergency : 416 593 Call 484Station: 0 Standard

LITE WIDTH +9600 MECHANICAL MEZZANINE

WASHROOM ACCESSORIES TOTALS

BL ACKW EL L

213A BF WC

123T SHOWER SHW2

1 1 1 1

+17000 T/O HIGH PARAPET

D1-ALGL1 D2-ALGL1 TOP AND BOTTOM ALUM RAILS SMITHTOP AND BOTTOM ALUM RAILS & ANDERSON

M ECH AN ICAL E N GIN EERS

GRB1 - LEVEL 1 BF WASHROOM 1 1 ENLARGED PLAN 1 1 2

123R WC HDD MIR SDI TPH

LEVEL 1 PLAN

D2-L2 +8400 (NOT IN USE) LEVEL 2 SOFFIT

RUNNING TRACK

ALUM RAIL IN CEILING

125 SHOWER AREA GRB3 ACCESSORIES BY ROOM 2 WASHROOM GRB4 2 TypeHDD Mark Count 4 SHSBE 2 MIR 1 SHW 4 SDI 1 SHW2 10 SHSBE 1 SHW 2 207A TPH 1 WC HDD 1 124E SDI 1 BF CHANGE TPH CUBICLE 1 DOOR WIDTH GRB3 1 GRB6 207B 1 WC 124P HDD 1 WC SDI 1 HDD 1 TPH 1 MIR 1 SDI 1 207E TPH 1 UNIVERSAL WC 3 BCS 1 A301 124Q ECS 1 WC GRB1 1 HDD 1 GRB2 1 MIR 1 HDD 1 SDI 1 MIR 1 TPH 1 SDI 1 TPH 1 124R 1 WC 207F HDD 1 BF WC A318 MIR 1 GRB1 1 SDI 1 GRB2 1 TPH 1 HDD 1 MIR 1 124S SDI 1 BF WC TPH 1 GRB1 1 GRB2 207G 1 HDD 1 WC MIR 1 HDD 1 SDI 1 MIR 1 TPH 1 SDI 1 DOOR WIDTH BF WC TPH 1 124T 207F SHOWER207H SHW2 WC 1 HDD 1 124U MIR 1 SHOWERSDI ELECTRICAL1 BF WC CORRIDOR STORAGE SHW2 TPH 1 1 116 115F 114 112D

1 1 1 1 1 123B MIR 1 BF CUBICLE Cont ra ct or m us t che ck and ve ri fy al l di m e ns i ons on t he j ob, and r epor t any Type Mark Family and Type 1 discrGRB3 epancies to the Architect before proc1eeding w ith the w ork. SDI TPH 1 GRB6 1 Do not scale thBCS i s dr aw i ng. 10_Baby Change Table: KB110-SSRE ECS Emergency Call Station:207F Standard 123O GRB1 Grab Bar, hosted: GRB-1 600mm BF WC BF WC R EV IS IONS A ND ISGRB2 S U ES M_Grab_Bar_L_Shaped_Toilet: GRB1 GRB-2 - L-SHAPE 1 GRB1 1 10_Grab Bar-Vertical: 1000mm GRB2 1 GRB2 GRB3 1 NUMBER HDD N1 GRB4 DESCRIPTIO10_Grab Bar-L: 920x760mm HDDDATE 1 GRB6 10_Grab Bar-Horizontal: 920mm MIR 1 MIR 1 2 Dryer-Air Blade-Dyson: SDI 1 ISSUED HDD FOR CLASS B CO10_Hand ST1ING 20SDI 21 05 31DysonAirbladeV-AB081 MIR Glass_Mirror-Bobrick-B165: B-165 2436 A301 1 TPH 1 PMENT 2 ISSUED FOR DESIGN DEVELO 20TPH 21 06 28 ND Sanitary-Napkin-Disposal_Bobrick_B-254: B-254 SDI Soap_Dispenser-Surface_Mounted-Bobrick: SURFACE 207G 123P SOAP DISPENSER WC WC SHSBE 10_Shower_Seat-Bradley_Corp-Phenolic-400MMDEEP: HDD 1 HDD 1 9569-R MIR 1 MIR 1 SHW 22_Showerhead-Sloan-AC450: AC-450 SDI 1 SDI 1 SHW2 22_Showerhead_no shefl: Shower - NON BF 2100mm TPH 1 TPH 1 TPH 10_Toilet_TissueDispenser-Bobrick-B2892-Face-based: TPD 207H 123Q WC WC HDD 1 HDD 1 MIR 1 MIR 1 SDI 1 SDI 1 TPH 1 TPH 1

M127B.01

ENLARGED PLAN - LEVEL 2 WASHROOM N

1 1 1 1 1 1

115G WC HDD MIR SDI TPH

D127.2

UCH2

WC 1 1

D127B

124R WCLRK-B HDD CH-A MIRLRK-B SDI LRK-B TPH 124S LRK-B BF WC GRB1 LRK-B GRB2 HDD MIR SDI TPH

PM3

TPH

DOOR WIDTH

200

LITE WIDTH

BASEMENT ME 55 B102 VE T: B103 ME B104 AR

DOOR HEIGHT

2404

1 1 1 1

123S BF SHOWER GRB3 GRB4 SHSBE SHW

4 ENLARGED PLAN - LEVEL 2 WASHROOM S 4

D127A

123Q WC HDD MIR SDI TPH

PM3

207A

A712

MIR SDI

PM3

TPH

TPH WC 2

635

PM3

207B

135

TPH WC

207D

PM3

CH-A

PM3

JANITOR'S ROOM

PM3

1075

CH-A

CH-B CH-A

1695

207E

3000

1977

UNIVERSAL WC

TPH ECS GRB2

115D WC HDD MIR SDI TPH

123P WC HDD MIR SDI TPH

MIR

CH-A

HDD

2100

1710

PM3

MIR

2105

206

1400

WC CORRIDOR PM3

GRB1

213A

PM3

CH-A

SDI

PM3

BCS

BF WC

CH-B

TPH PM3 FC2

PM3

1 GRB2 A301

CH-A

PM3

750

PM3

TPH

PM3 X1

2200

PM3

207F

SDI

3 PM3 X1

GRB2

2404

BF WC

ECS GRB2 GRB1 GRB1

PM5

PM3

TPH

PM5

SDI MIR HDD MIR SDI HDD

PM3 PM5

A301

3045

CH-B

CH-A

WC 115C

400

SDI MIR HDD 1

2219

CH-A

2012

GRB1 1 A301

D126

TPH

115E

2055

SDI MIR HDD PM3

PM3

CH-B

3096

115D

TPH

FG2

124V D124V

BCS 1955

HDD

1990

SDI MIR HDD

BF SHOWER

GRB3

CH-A

MIR

SDI MIR HDD

2219

5 D124S

TPH

MIR SDI

CUSTODIAL OFFICE

SHSBE

A301

SDI

HDD

PM3

126

TPH

PM3

GRB4 SD SHW

CH-B

1 : 50

CH-A

HDD

CH-A

BF WC

GRB2

PM4

2021-07-12 10:49:55 AM

SDI MIR

D126A

D124U

GRB1

GRB2

BIM 360://WNYCC Western North York Community Centre/1820-WNYCC-Arch-CM-R21.rvt

D124R

CH-A

SHOWER 124U

PM4

LRK-B

A712

A301

PM3

2010

LRK-B

SHSBE GRB3

PM3

124R

CH-B

LRK-B

CW5A

BCS

TPH WC 207A

TPH HDD MIR SDI

LRK-B

1282

SHW

PM3

HDD

SDI MIR

LRK-B

PM3

124O

213A

MIR

1 1 1 PM3 1

FIRST AID

115C WC HDD PM3 X1MIR SDI TPH

SHW2

LRK-B LOCKERS

CH-A B1

CHANGE CUBICLE

CH-A

207B

M127.02

PM3

M127A.01

GRB1

1 SHW2 1 ND 1 2 1

SHW2

BF WC

127A

CH-A

TPH TPH WC HDD MIR SDI

PM5

LRK-B

PM3

PM4

A301

CHANGE BENCH

LRK-B

MIR SDI TPH

MIR SHW2 SDI SHSBE SHW TPH

Count

124E PM3 BF CHANGE HDD SDI CUBICLE GRB3 GRB6

1 1 1 1

PM3 X1 HDD

D124Q

PM3

LRK-B

126A

PM3 X1

A301

115B WC

ELECTRICAL

PM4

CH-A

124Q

CH-A

207D

PM4

LRK-B

LRK-A

3331

JANITOR'S ROOM

CH-A

CHANGE CUBICLE

LRK-A

MIR SDI

LRK-B

124J

124T

D124T

PM3

LRK-B

124M

PM3 PM4

LRK-A

CHANGE CUBICLE

LRK-B

CH-A CH-B

1305

2021-07-12 10:49:47 AM

LRK-B

PM4

GRB4 SD

BIM 360://WNYCC Western North York Community Centre/1820-WNYCC-Arch-CM-R21.rvt

2120

124E

GRB6

PG1

PM3

LRK-B

CHANGE CUBICLE

LRK-A

CHANGE CUBICLE

LRK-A LOCKERS

BF CHANGE CUBICLE PM4

TPH

LRK-B

3000

CH-A

SHOWER

D124P

CH-A

PM3

LRK-B

115A WC HDD MIR SDI TPH

PM3 X1

SHW2

GRB2

Type Mark

SHW2

PM3

HDD

MIR

A301

1810

PM3

WC 124P

PM3

HDD

TPH

TPH WC CORRIDOR HDD MIR SDI 206

LRK-B

CH-A

PM4 CH-A

124H

LRK-B

207E

CHANGE CUBICLE TPH

CH-B LRK-A

207I

PM3

LRK-B

124L

HDD MIRCH-A SDI TPH

207H

LRK-B

CH-A

LRK-B

124K

CHANGE CUBICLE PM4

LRK-B UNIVERSAL WC

PM4

ECS GRB2

LRK-A

GRB3

LRK-A

TPH

LRK-B PM3

PM4

LRK-A LRK-B

LRK-B

PM4

CH-A

PM3

CH-A

PM4 PM3 X1

LRK-B

CH-A

124G

LRK-A PM3 PM4

207G

HDD

TPH

Count

1 1 1 1 1 1

200

202

JANITOR

BCS FC2 CHANGE CUBICLE

LRK-B

CH-A

CHANGE CUBICLE

HDD

WASHROOM ACCESSORIES BY ROOM

2100

LRK-A

CH-A

B1 1955

LRK-B LRK-A

PM4

LRK-B

124C

PM4

PM3

207F

3045

124F

2601

PM4

2567

CHANGE CUBICLE

PM4

MIR

D124A

PM3 X1

D105

CH-A

CHANGECH-B CUBICLE

LRK-A

3200

2413

179

1400

A301

LRK-B

PM4

VANITIES

1321

PM4

1977

BUILT IN WASTE CABINET

2400

BF WC

Type Mark

2473

1 A301 PM3 PM3 X1

PM3

1500

GRB1

WASHROOM ACCESSORIES BY ROOM

D125B

2757

2400 PM4

PM3 X1

SDI MIR HDD

2293

1800

125

PM3

SDI MIR HDD

124

2012

2340

1750

2600

TPH

GRB2

PM4

SDI MIR HDD

1710

FG2

MIR SDI

SHOWER AREA

A712

A712 HDD

UNIVERSAL CHANGEROOM 2

635

CW5A

D124

1075

D123

203

1 1 1 2

125 213A SHOWERBF AREA WC GRB3 GRB1 GRB4 GRB2 HDD HDD SHSBE MIR SHW ND SHW2 SDI TPH 207A WC 213B HDD WC SDI HDD TPH MIR SDI 207B TPH WC HDD 213C SDI WC TPH HDD MIR 207E SDI UNIVERSAL TPHWC BCS ECS GRB1 GRB2 WASHROOMHDD ACCESSORIES TOTALS

GRB4

CH-A

WC 123R

123N

PM4

BF WC WC CORRIDOR

PM2

SHOWER

PM3

D123Q

TPH

LRK-B

1500

PM4

214

PM4

LRK-B

CH-A

ACTIVITY RM 4

214A

PM3

LRK-B

CHANGE CUBICLE

STORAGE

217A

STORAGE

129

CH-A

LRK-B

123M

LRK-A LRK-B

202

PM3

LRK-B

CHANGE CUBICLE PM4

LRK-B

LRK-A

123H

PM4

LRK-B

123D

CH-A

RUNNING TRACK

FC3

NATATORIUM

MIR SDI

123Q

LRK-B

PM3 D130

D123T

PM3

HDD TPH

LRK-B

123L

LRK-B CHANGE CUBICLE

LRK-A

CHANGE CUBICLE

CHANGE CUBICLE PM4

LRK-A

CH-A

LRK-B

CH-A

VANITIES

LRK-B

PM4

LRK-A

PM4

136

123G

LRK-B

B1 PM4

D131

PM3

CH-A

WC PM3

LRK-B

131

GRB3

SHSBE

123P

PM5

LRK-B

STAIR 4 FC3

GRB4 SD SHW D123P

LRK-B

PM3

CH-A

LRK-B

CH-A

10 PM3

123S

PM4

PM5

132

E131

4 5 6 9

BF SHOWER

HDDSDI MIR

LRK-B

LOCKERS

CH-A

WET 123K CLASSROOM

PM4

STAIR 5 LRK-A

CH-B

A711

TPH

LRK-B

CHANGE CUBICLE PM4

LRK-B

PM4

LRK-A

CHANGE CUBICLE 123C

122

LRK-B STAIR 5

123F

PM4

LRK-A

CH-A

LRK-A

CHANGE CUBICLE

LRK-B

PM4

GRB3

CH-A

LRK-B

123J

223 B1

123O

2010

LRK-B

CHANGE CUBICLE

ELECTRICAL

PM4

LRK-B

LOCKERS

CH-A

LRK-A

GRB6

+400 CHILDCARE LEVEL

CH-A LRK-B

CHANGE CUBICLE

LRK-A

BF CUBICLE

PM4

SHSBE GRB3

LRK-B

PM4

STAIR 3

D123O

BF WC

CH-B

LRK-B

1920

2910

PM4

CH-A CH-A CH-B

PM3

BCS

CH-A

LRK-B

PM4

3100 PM3 X1

GRB1

LRK-B

CHANGE BENCH

3250

123A

PM3 X1

GRB4 +8100 SD TOP OF LOW PARAPET SHW

E123

TPH

GRB2

LRK-B

A316

D123A

UNIVERSAL WC/SHOWER

+3600 LEVEL 1 SOFFIT

20 1

TPH

CH-ACH-B

ECS

A301

2085

BIM 360://WNYCC Western North York Community Centre/1820-WNYCC-Arch-CM-R21.rvt

GRB2

2906

MIR SDI

2021 06 28

100

A316

ISSUED FOR DESIGN DEVELOPMENT

DOOR HEIGHT

D1-L1 (NOT IN USE)

GYMNASIUM

124V BF SHOWER GRB3 GRB4 SHSBE SHW

2021 05 31

SHOWER SHW2

1 1 1 1 1

115G WC HDD 1 MIR 1 SDI 1 TPH 1 WASHROOM ACCESSORIES BY ROOM 120B TypeBF Mark Count WC GRB1 1 GRB2 1 HDD 1 MIR 2 MIR 1 SDI 1 115A TPH 1 WC HDD 1 123A MIR 1 UNIVERSAL WC/SHOWER SDI 1 BCS 1 TPH 1 ECS 1 GRB1 1 115B GRB2 1 WC GRB3 1 HDD 1 GRB4 1 MIR 1 HDD 1 SDI 1 MIR 1 1 SDI 1 4 TPH SHSBE 1 A301115C SHW 2 WC TPH 1 HDD 1 MIR 1 123B SDI 1 BF CUBICLE TPH 1 GRB3 1 GRB6 1 A 115D WC 123O HDD 1 BF WC MIR 1 GRB1 1 SDI 1 GRB2 1 TPH 1 HDD 1 S1 MIR 1 115E SDI 1 UNIVERSAL GEOTHERMAL TPHWC 1 BCS 1 302 ECS 1 123P GRB1 WC 1 GRB2 HDD 1 1 HDD 1 MIR 1 MIR 1 SDI 1 STORAGE ACTIVITY RM 3B ACTIVITY SDI 1 TPH 1 RM 3A TPH 1 210A 210 209 123Q 115F WC BF WC HDD 1 GRB1 MIR 1 1 1 GRB2 SDI 1 1 ACTIVITY RM 1 A301 HDD 1 TPH 1 120 MIR 1 SDI 1 123R TPH 1 WC HDD 1 115G MIR 1 WC SDI 1 HDD 1 TPH 1 MIR 1 SDI 1 123S TPH 1 BF SHOWER GRB3 1 120B GRB4 1 BF WC SHSBE 1 GRB1 SHW 1 2 GRB2 1 HDD 1 123T MIR 1 SHOWER SDI 1 SHW2 1 TPH 1 123U 123A SHOWER B UNIVERSAL WC/SHOWER SHW2 1 BCS 1 ECS 1 124B GRB1 UNIVERSAL WC/SHOWER 1 GRB2 BCS 1 1 GRB3 ECS 1 1 GRB4 GRB1 1 1 HDD 1 GRB2 1 MIR 1 GRB3 1 SDI 1 GRB4 1 SHSBE HDD 1 1 SHW 2 TPH 1

TO ROOM: No.

DOOR WIDTH

DATE

ISSUED FOR CLASS B COSTING

OPERATOR

GRB2 HDD MIR SDI TPH

1 1 1 1

DOOR HEIGHT

127

DESCRIPTION

LITE HEIGHT

AQUATICS OFFICE1 : 20

B103

D R A W I NG NU M B ER

LOCKER COLUMN ELEVATION

MECHANICAL

LITE WIDTH 200 4

OVERALL HEIGHT

218

1 1 1 1

DANCE / FITNESS STUDIO 2

202

TRANSOM HEIGHT

RUNNING TRACK

1 1

1 1 1 1

DOOR WIDTH

NUMBER

COLUMN HEIGHT

EQ EQ EQ

EQ 129

A711

DOOR WIDTH REVISIONS AND ISSUES

A301

100

3 WIDTH DOOR

100

NATATORIUM

132

1 : 250

1820

Do not s cal e t hi s dr aw i ng.

1 1 1 2 1

DOOR HEIGHT

REFER TO CHILDCARE DRAWINGS FOR SCOPE

WET CLASSROOM

1 : 250

Cont ra ct or m us t che ck and ve ri fy al l di m e ns i ons on t he j ob, and r epor t any di s cr epanc i es t o t he Ar chi t e ct befo re pr oc ee di ng w i t h t he w or k.

Count

DOOR HEIGHT

Type Mark

+400 CHILDCARE LEVEL

WASHROOM ACCESSORIES BY ROOM

MIR SDI SHSBE

DOOR HEIGHT

A316

+3600 LEVEL 1 SOFFIT

MIR

LITE HEIGHT

WASHROOM ACCESSORIES BY ROOM

Type Mark Count Room: DOOR MATERIAL AS NOTED IN DOOR SCHEDULE Number Room: Name PANIC HARDWARE 1075mm AFF, AS NOTED

SEE DOOR SCEDULE FOR LITE SIZE AND GLAZING TYPE SHW 123 3. A301 TPH 115A UNIVERSAL CHANGEROOM 1 WC LRK-A UNIVERSAL CHANGEROOM 1 123 124E HDD 1 BF CHANGE CUBICLE MIR 1 16 GRB3 SDI 1 LRK-B UNIVERSAL CHANGEROOM 1 123 GRB6 TPH 1 37 115B 10 9 8 7 6 5x 5 124P 4 124 WC WC HDD HDD 1 1 UNIVERSAL CHANGEROOM 2 MIR MIR 1 LRK-A UNIVERSAL CHANGEROOM 2 124 A318 SDI SDI 1 TPH TPH 1 15 LRK-B UNIVERSAL CHANGEROOM 2 124 124Q 115C WC WC 34 HDD HDD 1 126 MIR MIR 1 SDI SDI 1 CUSTODIAL OFFICE TPH TPH 1 LRK-B CUSTODIAL OFFICE 126 124R 115D 3 WC WC 127 HDD HDD 1 DANCE / FITNESS STUDIO 1 VIRTUAL REALITY STALL GAMING GARAGE SITTING AREA LOBBY MIR MIR 1 AQUATICS OFFICE 219 220C 220 181 201 SDI SDI 1 LRK-B AQUATICS OFFICE 127 TPH TPH 1 6 124S 115E 129 BF WC UNIVERSAL WC GRB1 BCS 1 NATATORIUM UNIVERSAL CHANGEROOM 2 WC MAIN LOBBY GRB2 ECS 1 124P 103 LKR-C NATATORIUM124 129 HDD GRB1 1 MIR GRB2 1 7 SDI HDD 1 201 TPH MIR 1 SDI 1 LOBBY 124T TPH 1 LRK-B LOBBY 201 SHOWER SHW2 115F 13 BF WC Grand total: 131 124U GRB1 1

DOOR HEIGHT

A210

DOOR HEIGHT

LOCKER COLUMN SCHEDULE

1. 2.

Type Mark

DOOR HEIGHT

LKR-A

A301

LKR-B

DOOR HEIGHT

LKR-C

DOOR TYPES

NOTES: CLOSURE PANEL, SUPPLIED BY LOCKER MANUFACTURER

DR A WING NUM B ER TO MATCH COLOUR AND FINISH OF LOCKERS

1/ 14

OPERATOR

A301

1/ A101

DOOR HEIGHT

A301

As indica DA TE

Cladding Elevations

A301

1820

1 : 250

Elevation 3 - a

1 : 250

DOOR HEIGHT

1/ A101

Elevation 3 - a

1 : 250

SCALE

DA TE

1/ 14

+3600 LEVEL 1 SOFFIT

P R OJ EC T N UM B ER

Elevation 7 - a

TOP OF LOW PARAPET TRC-P

As indicat ed

+3600 LEVEL 1 SOFFIT

90510

C L A D D I NG

SCALE

TRC-P

+3600 LEVEL 1 SOFFIT

6 0 S t ar v i ew L a ne,

D R A W I NG T IT L E

+0 LEVEL 1 PLAN +8100

SECTION THROUGH GYM LOOKING SOUTH

50 TRANSOM HEIGHT

4500

+8100 TOP OF LOW PARAPET

W ES TER N N O C E N TR E

P R OJ EC T N UM B ER

C L A D D I NG E L E V A T I ON S

1/ 14

112D

+8400 LEVEL 2 SOFFIT

6 0 S t a r v i e w L a n e , T o ro n t o , O N

+8400 LEVEL 2 SOFFIT

STORAGE

21020

+3600 LEVEL 1 SOFFIT

D R A W I NG T IT L E SECTION THROUGH UNIVERSAL CHANGEROOM LOOKING SOUTH

1 : 250

+5400 LEVEL 2 +3600 LEVEL 1 SOFFIT

90510

W ES TER N N O R TH Y O R K C O MMU N I TY C E N TR E

+17000 T/O HIGH PARAPET

1/ A100

202

367.5 SM

P R OJ EC T T I T L E

73827

SECTION THROUGH NATATORIUM LOOKING SOUTH

RUNNING TRACK

203B

MAIN LOBBY

1 : 250

STORAGE

203

LITE HEIGHT

1/ 9

ACTIVITY RM 1

103

+0 LEVEL 1 PLAN

GYMNASIUM

202

+5400 LEVEL 2

+8400 LEVEL 2 SOFFIT

OVERALL HEIGHT

Elevation 8 - a

MAIN LOBBY

+17000

2 T/O HIGH PARAPET

+96001 MECHANICAL MEZZANINE +17000 RUNNING TRACK T/O HIGH PARAPET

DOOR HEIGHT

1 : 250

202

103

1 : 250

P R OJ EC T T I T L E

210

MAIN LOBBY

1/ 9

100

124

Elevation 8 - a

1 : 250

+8400 LEVEL 2 SOFFIT

ACTIVITY RM 3B RUNNING TRACK

202

+3600 LEVEL 1 SOFFIT

+5400 LEVEL 2 UNIVERSAL CHANGEROOM 1 +3600 123 LEVEL 1 SOFFIT

UNIVERSAL CHANGEROOM 2

Section 43

N OR T H A R R O W

+5400 LEVEL 2 +3600 LEVEL 1 SOFFIT

S1 A

+9600 MECHANICAL MEZZANINE

302

RUNNING TRACK

DOOR HEIGHT

+8400 LEVEL 2 SOFFIT

1 A315

Section 43

DOOR HEIGHT

2150

4800

UHPC-2

TRC-P

36823

HDD

K EYP L A N

+8400 LEVEL 2 SOFFIT

UHPC-2

DOOR HEIGHT

3000

219

A301

4500

13400

RUNNING TRACK 10754DANCE / FITNESS STUDIO 1 202

+3600 LEVEL 1 SOFFIT +0 LEVEL 1 PLAN

73735

129

9702

+5400 LEVEL 2

2021-07-12 10:49:15 AM

D +17000 T/O HIGH PARAPET

1 : 250

10754 1

1 : 250

2 A301

TRANSOM HEIGHT 2100

1-a

2/ __

9702

UHPC-2

1 A301

A315

+17000 Elevation 6-a

+9600 MECHANICAL MEZZANINE

UHPC-2

NATATORIUM

PM5

1 : 250

73735

K EYP L A N N OR T H A R R O W

2 A301

DOOR HEIGHT

Section 45

54332

3373 3313

4800

+5400 LEVEL 2 +3600 LEVEL 1 SOFFIT

TRANSOM HEIGHT

+8400 LEVEL 2 SOFFIT

DOOR HEIGHT

4643

1 A301

3000

13400 3000

+5400 LEVEL 2 +3600 LEVEL 1 SOFFIT

A315

1 : 250

3373 3313

3000

2021-07-12 10:48:58 AM

+17000 T/O HIGH PARAPET

9702

10555

2 +8400 A301 LEVEL 2 SOFFIT

UHPC-2

650

S1 A

54332

GRB1

1 : 250

1-a

2/ __

DOOR HEIGHT

9702

1 : 250

1800

BIM 360://WNYCC Western North York Community Centre/1820-WNYCC-Arch-CM-R21.rvt

2073

35800

1 : 250

1/ A100

Section 45

GEOTHERMAL

+5400 LEVEL 2 +3600 LEVEL 1 SOFFIT

SECTION THROUGH CHILDCARE LOOKING SOUTH

8600

26711

UHPC-2

1800

3000 1800

7016

1 A301

Elevation 10 - a

+8400 LEVEL 2 SOFFIT

+5400 LEVEL 2 +3600 LEVEL 1 SOFFIT

4643

1 : 250

+8400 LEVEL 2 SOFFIT

UHPC-2

1800

3000

9368 8600 13400

+5400 LEVEL 2 +3600 LEVEL 1 SOFFIT

A315

1 : 250

35800

+17000 T/O HIGH PARAPET

+8400 A301 LEVEL 2 SOFFIT

1/ 14

1 : 250

UHPC-2

+5400 LEVEL 2 +3600 LEVEL 1 SOFFIT

1/ A100

+3600 LEVEL 1 SOFFIT +0 LEVEL 1 PLAN

2073

+8400 LEVEL 2 SOFFIT

SECTION THORUGH STORAGE LOOKING SOUTH 2/ __

26711

13400

7016

UHPC-2

+5400 LEVEL 2 +17000 T/O HIGH PARAPET

9 1 : 250 +3600 8600

133

REFER TO DWGS. XXX FOR CHILD CARE SCOPE

Section 46

3000

STORAGE

135

35700

+5400 LEVEL 2

Elevation 10 - a

Elevation 6 - a

+17000 T/O HIGH PARAPET

UHPC-2

+8400 LEVEL 2 SOFFIT

+17000 T/O HIGH PARAPET

UHPC-2

35700

10555

+9600 MECHANICAL MEZZANINE

8600

GARBAGE

2/ __

A301

+8400 LEVEL 2 SOFFIT

STAIR 5

35700

UHPC-2

A301

S1 A

+9600 MECHANICAL MEZZANINE

221

1 : 250

Section 46

+17000 T/O HIGH PARAPET

C I T Y O F T OR O N T O

+17000 T/O HIGH PARAPET

DOOR WIDTH

6 12 14 28

K EYP L A N

N OR T H A R R O W

50 PRO J ECT N

50 DOOR WIDTH

302 302 303

GE GE VE

Western North York Community Centre Construction Documentation | 2022 EXTERIOR CLADDING LEGEND UHPC-#

Contractor must check and verify all d discrepancies to the Architect before p

ULTRA HIGH PERFORMANCE CONCRETE PANELS

Do not scale this drawing.

NOTES Z1

REVISIONS AND ISSUES

Contractor must check and verify discrepancies to the Architect befo

DASHEDY2 LINES INDICATE UHPC CLADDING BELOW GRADE.

3B3C

8 8A

10A 11

17 17A

17B

18 19

19A 20

NUMBER

DESCRIPTI

Do not scale this drawing.

ISSUED FOR CLASS B CO

ISSUED DESIGN DEV REVISIONS AND FOR ISSUES

ISSUED FOR 25% CD NUMBER DESCR ISSUED FOR 50% CD CL

ISSUED FOR 50% CD

4 FL1

5400

A A1

FL1

5386

FL1

5377

5400

A A1

5400

5377

FL1

5400

5377

5400

FL1

5377

5850

5400

FL1

5377

FL1

FL2

+21mm TOPPING TO 5377

B B1

FL1

5377

+40mm TOPPING TO 5386

FL2

FL1

5400

FL1 FL4

C C1

5377

5346

+31mm TOPPING TO 5377

5386

FL1 5377

FL4

5346

C C1

+30mm TOPPING TO 5386 R2

FL1

5356

5377

D +54mm TOPPING TO 5400

+31mm TOPPING TO 5377

B B

A A1

FL1

C 2 C

D 1 D

5386

150

+0 +0 LEVELLEVEL 1 1

+0 LEVEL 1

1070

2 3 3A 3B3C 4 UHPC - NORTH ELEVATION - STAIR A

1 : 125

1672

1206

1070

12293 CHECK GRADE AT THIS ELEV - BELOW +0

UHPC-1

8 8A 9 UHPC - SOUTH ELEVATION - STAIR A

1 : 125

UHPC-1

3600

UHPC-1

1118 1118 1118 1118 1118 1118 1118 1118 1118 1118 1118

1120 1120 1120 1120 1120 1120 1120 1120 1120 1120 1120

+3600 LEVEL 1 SOFFIT

UHPC-1

+400 +350 +0 CHILDCARE LEVEL LEVEL 1 +0 LEVEL 1

10A 11

1206 546 1181

4084

1228

1727

1228

894 894 894 894 901 901 901 901 901 901 929 929 929 929 929 929 929 935 935 935 935 935 935 3574

15 16 UHPC - NORTH ELEVATION

17 17A

1 : 125

134 PETER STREET, SUITE 1301 TORONTO, ONTARIO M5V 2H2 BLACKWELL T: 416 593 5300 F:416 59

UHPC-1

17B

18 19

2704

4561

19A 20

2786

991

7468

991

T: 416 593 5300 F:416 1100-100 SHEPPARD AVE E NORTH YORK, ON M2N GN5 SMITH & ANDERSON T: 416 487 8151 F:416 48

2973

Y2 UHPC - SOUTH ELEVATION

17A

17B

19A

MECHANICAL ENGINEERS

1 : 125

25/ A161

134 PETER STREET, SUITE 13

SMITH & ANDERSON TORONTO, ONTARIO M5V 2H2 MECHANICAL ENGINEERS

991

FLOOR TYPES PLAN - LEVEL 2

10A

STRUCTURAL ENGINEERS

+0 LEVEL 1

11052

BLACKWELL STRUCTURAL ENGINEERS

ADD CLOSURE TO UHPC WALL BASE AT DOOR JAMBS, TYP

UHPC-1

450

3600

+3600 LEVEL 1 SOFFIT

UHPC-1

3250

+3600 +3600 LEVELLEVEL 1 SOFFIT 1 SOFFIT

FL1

800

5386

5400

1100-100 SHEPPARD AVE E

SMITH & YORK, ANDERSON NORTH ON M2N GN5 ELECTRICAL ENGINEERS T: 416 487 8151

1 : 250

1100-100 SHEPPARD AVE E

NORTH YORK, ON M2N GN5 EMCT: GROUP LIMITED F:416 416 487 8151

CIVIL ENGINEERS

7577 KEELE STREET, SUITE 200 TORONTO, 4X3 EMC ONTARIO, GROUP LK4 LIMITED CIVIL 738 ENGINEERS T: 905 3939 F:905 73

3B3C

8 8A

10A 11

17 17A

17B

18 19

19A 20

+350 CHILDCARE LEVEL

Contractor must check and verify all dimensions 4 CLINTON PLACE discrepancies to the Architect before proceeding

43000

15000

1282 576 1021 1021 1021 1021 1021 1021 1021 1021 1021 1021 1021 1021 1021 1021 1021 1021 1034 1034 1034 1034 1034 1034 1034 1034 1034 1034 1034 1034 1034 1034 1034 1034 1034 1034 1034 1034 1034 1034

1282

12000

+350 CHILDCARE LEVEL

2564

16912

LEVEL 1

+0 LEVEL 1

800

1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000

BORTOLOTTO DESIGN A TORONTO, ONTARIO, M6G 1J9 T: 416 324 9951 4 CLINTON PLACE +400 TORONTO, ONTARIO, M6G 1J9 REVISIONS ISSUES +0 AND CHILDCARE LEVEL T: 416 324 9951 Do not scale drawing. CHILDthis CARE ARCHITECTS

+0 LEVEL 1

7577 KEELE STREET, SUITE 2

+3600 TORONTO, ONTARIO, LK4 4X3 BORTOLOTTO DESIGN F:905 ARC LEVEL 1 SOFFIT T: 905 738 3939 CHILD CARE ARCHITECTS

UHPC-1

100

UHPC-1

+3600 LEVEL 1 SOFFIT

3150

+3600 LEVEL 1 SOFFIT

F:416

1100-100 SHEPPARD AVE E NORTH YORK, & ONANDERSON M2N GN5 SMITH T: 416 487 8151 F:416 48 ELECTRICAL ENGINEERS

NUMBER

22748

DESCRIPTION

ISSUED FOR 50% CD CLASS A C

STEP UHPC BASE PANELS AT CHANGES IN GRADE TO MAINTAIN SINGLE HEIGHT AROUND BLDG SL10

-275

SL10

SL10 SL1

SL10

SL1

-275

-425

-65

SL10

-275

-65

SL10

SL10 -275

-275

SL10

-275

SL10

-275

SL10

SL1-TH

SL10

SL1

SL1-TH

SL1

SL1-TH2

SL1-TH

-20

-65

SL1-D

-1830

-65

SL10

FL3

SL1

SL10 SL1-TH

SL10

SL1-P

ELEVATION VARIES

SL1 SL1

TRENCH HEATERS IN STEPPED SLAB TRENCH, REFER TO DETAILS AND TO MECHANICAL

SL10

UHPC-1 FL3 350

350

C C1

75 75 SL1 1000 1000 1000 1000 0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000

16000

8000 SL1

SL1-TH

D -275

SL1

-275 SL10

SL1

SL1-TH

-20

21000

SL10

SL1-D

-65

D - SOUTH UHPC - EAST ELEVATION (OBLIQUE - PROJECT EAST)

19A

17B

17A

PARKS, FORESTY & RECREATION DIV METRO HALL, 24TH FLOOR PARKS, FORESTY & RECREATION 55 JOHN STREET, TORONTO, ONTAR METRO T: 416 392 HALL, 0989 24TH FLOOR F:416 392 55 JOHN STREET, TORONTO, ON T: 416 392 0989 F:416 3

1 : 125

SL10

-275

CITY OF TORONT CITY OF TORON

+0 LEVEL 1

22000

SL10

-275

SL10

-20

SL10

SL1-D

10000

+3600 LEVEL 1 SOFFIT

SL1

UHPC-1

350

SL1-R

-65

ELEVATION VARIES

FL4

+0 LEVEL 1 450

C C1

3600

-65

A A1

FL3

-65

SL1-P SL3

FL3

+3600 LEVEL 1 SOFFIT

0 -275

SL1 -425

B B1

1 : 125

-65

SL1

-425

-150

SL10 SL10ELEVATION (OBLIQUE - PROJECT EAST) - NORTH UHPC - EAST

SL10

-275 75

A A1

SL10

UHPC-1

FLOOR TYPES PLAN - LEVEL 1

UHPC-1

1/ A200

3280

12880

3280

10731

15189

5811

34000

STEP UHPC BASE PANELS AT GRADE CHANGE TO MAINTAIN SINGLE HEIGHT AROUND BLDG

10A

9 3A 3B

8A 5A

8 8A

10A

17 17A

17B

18 19

+3600 LEVEL 1 SOFFIT

A A

FL1

17330

10050

959

969

969 969 10050

969

14452

FL2

1275

2624

NUMBER

DESCRIPTION

DATE

ISSUED FOR 25% CD

2022 07 29

ISSUED FOR 50% CD CLASS A COSTING

2022 09 09

2 2

3A 3B 3C 4 3A 3B 3C 4

4A 5 4A 5

-3650 SL1

SL3

SL1-P

-4850

5A 6 6

8 8A 8 8A

10A

C C1

10A 11

NUMBER

17 17A

+0 LEVEL 1

4 PARARAPE PE +17.00 TT 159 0 650m

+400 CHILDCARE LEVEL m

LEVE

Raised north

LEVEL Level CARE Care CHILD Child 11 LEVE0LLm LEVE +0.35 143000 +0 +0.000 0m LEVEL 1 14265 SIDE WALK SOUTH

LEVEL 1

+3600 +3.60T 0 m SOFFI LEVEL 1

ChCAil RE d CaLE re Lev VE LE+0. LEVEVEL Lel 143350L1 +0.142000000m1 H SID 650m

SOUT

SOFFIT

141650

6 10x50mm STEEL PICKET FLAT BAR GUARD, A603 FLATBAR TOP AND BOTTOM RAIL, WELD 1 TO STEEL STAIR STRINGER TYP. (ALIGH W/ DEPTH OF CHANNEL BELOW) A300

320

A600

100 TYP

610

PROVIDE SPRAY APPLIED FIRE RESISTIVE MATERIAL AS REQ DECK CLOSURE ANGLE STAIR STRINGER SUPPORT ANGLE BEYOND. SECURE TO STRUCT. BEAM PAINTED TO MATCH

CHILDCA ChildRE

LEVEL Care Level LEVEL LEVEL 1m +0.350 1 143000 +0.000 142650m

SOUTH SIDE

STEEL STRUCTURAL BEAM, REFER TO STRUC. DWG'S

C310X31mm CONTINUOUS STEEL CHANNEL STRINGER SECURED TO STRUC. AT TOP OR AT BLOCK WALL WHERE REQUIRED

WALK

141650

SMITH & ANDERSON

PROVIDE SPRAY APPLIED FIRE RESISTIVE MATERIAL AS REQ DECK CLOSURE ANGLE STAIR STRINGER SUPPORT ANGLE BEYOND. SECURE TO STRUCT. BEAM PAINTED TO MATCH

A603

3 A610

1 A300

1100 STAIR WIDTH

ELEVATION DETAIL - HANDRAIL AT WALL1 380

1200 75 STAIR WIDTH STAIR C - 02 220

301

320

MW2

C-GWB-S 3000

320A

1 : 50

1206 7R @ 172

STAIR C - LEVEL 2 PLAN 1/ A102A

+9600 MECHANICAL MEZZANINE

MAINTAIN CONTINUOUS HANDRAIL AT TRANSITIONS, TYP.

8 +8400 LEVEL 2 SOFFIT

C-GWB

20 450

2/ A101A

+8400 LEVEL 2 SOFFIT

A610

VESTIBULE

FL2

STAIR A - LEVEL 1 MIDLANDING PLAN

320

C-GWB-S 1800

+9600 Z1 Y1 MECHANICAL MEZZANINE

3 PM13 X1 C

STAIR C - 03

FL2

As indicated DATE

09 SEPTEMBER 2

5 A603

1 : 50

1820

DRAWING NUMBER

SECTION DETAIL - TYPICAL CONCRETE PAN TREADS

1:5

211

C-GWB-S 3000

PM13 X1 C

NOTE: MAX CLEAR OPENING AT GUARD 100MM, TYP.

2 172

EXT. MECH. WELL 2

SCALE

Typical Stair Details

B ADMIN CORRIDOR

FIRE RATED BULKHEAD 1 HOUR FIRE RATING AT STAIR ENCLOSURE

W6 STAIR C - 03

60 Starview Lane, Toronto, ON

STAIRS - TYPICA

REFER TO STAIR PLAN / SECTION DRAWINGS FOR RISER & TREAD LAYOUT AND DIMENSIONS

PARKS, FORESTY & RECREATION DIVISION METRO HALL, 24TH FLOOR 55 JOHN STREET, TORONTO, ONTARIO, M5V 3C6 7/ A600 1:2 T: 416 392 0989 F:416 392 3355

C-GWB-S 3000 PM13 X1 C

GEOTHERMAL

WESTERN NORTH YORK C CENTRE

DRAWING TITLE

NOTE: ALL WELDS TO BE GROUND SMOOTH. ALL STEEL TO BE PREPARED & PAINTED AS PER SPEC

118

8 A200

PROJECT TITLE

1 38

1596

TH 25 13 WID G IN

923

ND LA

1:2

SECTION DETAIL - HANDRAIL CONNECTION AT WALL

1:2

STAIR A - 01

CAST-IN NON-SLIP CONTRAST STRIP (TYP)

CITY OF TORONTO

A300

38mm STEEL ANGLE PAN SUPPORT

38 NOSING (TYP)

75mm Ø STEEL PLATE MECH. FASTENED TO SUBSTRATE (COUNTERSINK SCREWS). PAINT FINISH

25 TH 13 WID R AI ST

STL GUARD W/ CONTINUOUS R4 STL HANDRAIL, TYP.

CONC. FILLED STEEL PAN TREAD & STEEL RISER

PROJECT NUMBER

SECTIONA603 DETAIL- SECTION DETAIL AT GUARD

8 1

C310X31mm PAINTED STEEL CHANNEL STRINGER

4 CLINTON PLACE TORONTO, ONTARIO, M6G 1J9 T: 416 324 9951

10 x 15mm PAINTED STEEL FLATBAR 6 HANDRAIL SUPPORT WELDED TO A603 AT GUARD PLATE OR PICKET LOCATIONS. 1000MM O.C. WELDED TO WALL1 PLATE, PAINT FINISH. A300

1 : 10

BORTOLOTTO DESIGN ARCHITECT. INC.

WELD HANDRAIL TO BRACKET, GRIND SMOOTH ALL WELDS. PAINT FINISH

1055

0 SECTION - TYP. STAIR STRINGER SECTION AT GUARD AND WALL1 35

WELD RISER TO TREAD PAN. GRIND ALL WELDS FOR SMOOTH SURFACE (TYP)

EMC GROUP LIMITED CIVIL ENGINEERS

905 738 3939 NOTE: ALL WELDS TOT:BE GROUND SMOOTH. ALL STEEL TO BE PREPARED & PAINTED AS PER SPEC

25 TH 13 WID R AI ST

NORTH ARROW

1100-100 SHEPPARD AVE E NORTH YORK, ON M2N GN5 T: 416 487 8151 F:416 487 9104

40mm Ø STEEL PIPE HANDRAIL, WELD TO BRACKET, PAINT FINISH

PARKS, FORESTY & RECREATION DIVISION A300 METRO HALL, 24TH FLOOR 55 JOHN STREET, TORONTO, ONTARIO, M5V 3C6 T: 416 392 0989 F:416 392 3355

KEYPLAN

1 : 10

ELECTRICAL ENGINEERS

1 : 50

40 5

ENSURE BLOCKING AT ALL HANDRAIL MOUNTS FOR GWB LOCATIONS 1

DRAWING NUMBER

SLAB ON GRADE THICKENING REFER TO STRUC.

TREAD REFERT TO PLAN

75mm Ø ST PLATE MECH. FASTENED TO SUBSTRATE (COUNTERSINK SCREWS). PAINT FINISH

CITY OF TORONTO

1 : 250

SECTION DETAIL - BASE TYP STEEL STAIR AT SLAB ON GRADE

2520

60 19 280 @

TYP

PROJECT NUMBER

DRAWING NUMBER

STEEL ANGLE WELDED TO STRINGER AND MECH. ANCHORED TO FLOOR SLAB ± 400 REFER TO STRUC. DWG'S

940mm TO RISER

RADIUS AND RETURN HANDRAIL TO WALL

+0 LEVEL 1

PROJECT NUMBER

+0 LEVEL 1

SMITH & ANDERSON

10 X 15mm PAINTED STEEL FLATBAR HANDRAIL SUPPORT WELDED TO PICKET, PAINT FINISH RADIUS AND RETURN HANDRAIL TO WALL

ST 75 25

940mm 10 X 15mm PAINTED STEEL FLATBAR HANDRAIL SUPPORT WELDED TO PICKET, PAINT FINISH

1070 TYP

940 TYP (865 MIN - 965 MAX)

40mm Ø PIPE HANDRAIL, WELD TO BRACKET, PAINT FINISH

10 X 50mm STEEL PICKET FLATBAR GUARD, FLATBAR TOP AND BOTTOM RIAL, WELD TO STEEL STAIR STRINGER TYP. (ALIGN W/DEPTH OF CHANNEL BELOW)

A603

FL4 PRECAST HOLLOW CORE CONCRETE SLAB

SMITH & ANDERSON

40mm Ø STEEL PIPE HANDRAIL, WELD TO BRACKET, PAINT FINISH

9 A210

940mm

38mm CONCRETE FILLED STEEL PANS

38x38mm STEEL ANGLE PAN SUPPORT C310X31mm CONTINUOUS STEEL CHANNEL STRINGER SECURED TO STRUC. AT TOP OR AT BLOCK 5 WALL WHERE REQUIRED

1 A300

2022-10-31 11:45:08 AM

DATE

+3600 +3600 2 LEVEL 1 SOFFIT LEVEL 1 SOFFIT

TYP

7577 KEELE STREET, SUITE 200 TORONTO, ONTARIO, LK4 4X3 F:905 738 6993

As indicated As indicated 28 SEPTEMBE 09 SEPTEMBER 1820 1820

SCALE

CHILD CARE ARCHITECTS

SCALE

+350 CHILDCARE LEVEL

134 PETER STREET, SUITE 1301 TORONTO, ONTARIO M5V 2H2 T: 416 593 5300 F:416 593 4840

2/ A105

1 : 250

STRUCTURAL ENGINEERS

STAIR C - MECHANICAL MEZZANINE PLAN

NOTE: ALL WELDS TO BE GROUND SMOOTH. ALL STEEL TO BE PREPARED & PAINTED AS PER SPEC

10x50mm PAINTED STEEL FLAT BAR PICKETS, TOP AND BOTTOM RAIL (TYP.)

1325 LANDING WIDTH

A601

STAIR C - 3D AXONOMETRIC

130 TYPICAL GUARD

4 A601

1 : 250

FLOOR TYPES CLADDING ELE UHPC

A210

± 90 ± UHPC - 90 WEST ELEVATION

SECTION - LANDING TYP STEEL STAIR & GUARD

10x15mm PAINTED STEEL HANDRAIL SUPPORT

Autodesk Docs://WNYCC Western North York Community Centre/1820-WNYCC-Arch-CM-R22.rvt

60 Starview Lane, Toronto, O

PARKS,60 FORESTY & RECREATION DIVISION Starview Lane, Toronto, ON METRO HALL, 24TH FLOOR 55 JOHN DRAWING STREET, TORONTO, ONTARIO, M5V TITLE T: 416 392 0989 F:416 392 3355 DRAWING TITLE

300 MIN

WESTERN NORTH WESTERN NORTH YO CENTRE CENTRE

CITY OF TORONTO

BLACKWELL

B C310X31mm CONTINUOUS STEEL CHANNEL STRINGER SECURED TO STRUC. AT TOP OR AT BLOCK WALL WHERE REQUIRED

EMC GROUP LIMITED

NOTE: ALL WELDS TO BE PLACE 4 CLINTON GROUND SMOOTH. TORONTO, ONTARIO, M6G 1J9 ALL STEEL TO BE PREPARED T: 416 324 9951 & PAINTED AS PER SPEC

STAIR A - 3D AXONOMETRIC

STEEL STRUCTURAL BEAM, REFER TO STRUC. DWG'S

CIVIL ENGINEERS

BORTOLOTTO DESIGN ARCHITECT. INC.

40mm Ø STAINLESS STEEL HANDRAIL

4/ A200

1100-100 SHEPPARD AVE E NORTH YORK, ON M2N GN5 T: 416 487 8151 F:416 1 : 10487 9104

1 : 10

+400

+0 LEVEL 1

100 mm BEGIN FIRST PICKET

FL2 TY SUSPENDED CONCRETE ± P SU 1000 PP ASSEMBLY 2METAL DECK 1 O MA

280

CHILD CARE ARCHITECTS

REFER TO STAIR PLAN / SECTION DRAWINGS FOR RISER & TREAD LAYOUT AND DIMENSIONS

100 TYP

MECHANICAL ENGINEERS

+350

FL3 SUSPENDED CONCRETE SLAB

1100-100 SHEPPARD AVE E NORTH YORK, ON M2N GN5 T: 416 487 8151 F:416 487 9104

7577 KEELE STREET, SUITE 200 TORONTO, ONTARIO, LK4 4X3 T: 905 738 3939 F:905 738 6993

50 50

4 3C 3B

ELECTRICAL ENGINEERS

SECTION - LANDING TYP STEEL STAIR

+3600 LEVEL 1 SOFFIT

HANDRAIL EXTENSION

A610

NOTE: ALL WELDS TO BE GROUND SMOOTH. ALL STEEL TO BE PREPARED & PAINTED AS PER SPEC

FLOOR TYPES PLAN - BASEMENT

CONCRETE SLAB ON DECK SEE ASSEMBLIES A010 DETECTABLE WARNING SURFACE TYP

134 PETER STREET, SUITE 1301 TORONTO, ONTARIO M5V 2H2 T: 416 593 5300 F:416 593 4840

SMITH & ANDERSON

280

19A 20

+3.600 m

L E LEVEMECHANICAL ENGINEERS DCARLevel 1100-100 SHEPPARD AVE E NORTH YORK, ON M2N GN5 +0 T: 416 487 8151 F:416 487 9104 LEVEL 1 1426 SIDE WALK SOUTH

650

610

18 19

LEVEL 1 SOFFIT

BLACKWELL STRUCTURAL ENGINEERS

CHILCare Child 1 LEVE0LLm1 LEVE +0.35 143000 +0.00050m

E WA 141

mech LEVEL 2 t/o levelLEVEL 2 2 framing t/o BALCONY+5.400 m 148050 FRAMING

FF +3.600 IT m

CHILD

141650

mech

t/o L 2 LEVEL22framing LEVE +5400 t/o level0 m FRAMING +5.40 BALC50ONY LEVEL 2 t/o1480

L 1 SO

DETECTABLE WARNING SURFACE TYP

STAIR C - 03

1100

CONCRETE SLAB ON DECK SEE ASSEMBLIES A0.02

t/o Raised north

17B

A300

150750

17 17A

8A 8

A610

1 : 250

40mm Ø CONTINUOUS, PAINTED STEEL HANDRAIL

523

LEVEL

7/ A162

150750

t/o Ra

ised north t/o BA t/o levelLELEVE mech LL2 LCON 2 VEfram 2 Y+5.148 in FR400 AM050ING mg

FLOOR TYPES PLAN - MEZZANINE

LEVEL 2 SOFFIT TOPTOP OF OF LOW PARAPE LOW PARAPE T T +8.400

SOFFITPARA PETPET LEVELOF2 LOWPARA LOW +8400 TOPTOPOF +8.40T 0 m 2 SOFFI

15 VESTIBULE

1960

MECHANICA1522

11 10A

25 EXTENT OF STRINGER

t/o RAISED MECH MEZZ FRAMING MECHAN MECHAN ICAL MEZZAN ICAL t/o MECH MEZZANINE MEZZ INE FRAMING +9.600 152250m

ING

MEZZ FRAM ANINEE ED MECHMEZZANIN t/o RAIS ANICALALFRAM MEZZING MECHANIC MEZZ MECH +9600 t/o MECH 050mANINE L MEZZ +9.60

940 TYP

ISE

MEMECHD ME CH t/oCHANMEANICA MEZZ CHICAL LMEME FRAM MEZZZZZZAN ING INEINE FRANAM ING +9.152600 250m TOP LE TOOFP VE OFLOWLOL 2 SO PA FF W RA PETIT +8.PA400 RA PE 150 m T 750

320A

+3600

GUARD, FLATBAR LEVEL TOP AND 1 FL1 BOTTOM RAIL, TYP. (ALIGN W/ DEPTH OF CHANNEL BELOW) SUSPENDED CONCRETE ALIGN GUARD EXTENSION EAST) W/ METAL DECK ASSEMBLY UHPC - (OBLIQUE - PROJECT

2879

40mm Ø CONTINUOUS, PAINTED STEEL HANDRAIL

PROJECT TITLE PROJECT TITLE

6 A210

10x50mm STEEL PICKET+0FLAT BAR

1070 TYP

t/o RA

+0 LEVEL 1

SOFFIT

PAINTED STEEL HANDRAIL CHILDCARE LEVEL CHILDCARE LEVEL

(865 MIN - 965 MAX)

2520

17A 17

1057

17B

903

19 18

1380

20 19A

523

LEVEL 1

A210

940 TYP

+350 CHILDCARE LEVEL

d north mech t/o RaiseL 2 LEVEL22framing LEVE +5400 t/o level0 m FRAMING +5.40 BALC0ONY LEVEL 2 t/o14805

+3600 +3.600 m SOFFIT LEVEL 1

A A1

23 SL10 FROST SLAB REFER TO STRUCTURAL

LEVEL 1 SOFFIT SL3 CONCRETE SLAB ON GRADE 40mm Ø CONTINUOUS, ELEVATOR PITS / SUMP PITS / POOL SURGE TANKS

40 150750

940 TYP (865 MIN - 965 MAX)

+3600 LEVEL 1 SOFFIT

PET 2 SOFFIT PET PARA LEVELOF PARA LOW TOP OF LOW TOP +8.400 m SOFFIT

300

25 EXTENT OF STRINGER

+9600 15225 MECHANICAL +8400 LEVEL 2

DATE

X2 D

1 : 125

Cladding Elevation

C C1 X1 C2

300

ING MEZZ FRAM D MECHMEZZANINE ANINE t/o RAISEANICALLFRAM MEZZ ING MECHANICA MECH MEZZ t/oMECH 0 0mNINE MEZZA +9.60

DESCRIPTION

19A 20

18 19

T/OT/O HIG HIGH PA H

A210

17B

SL1-A

-3650

TRUE N

SL1-TH CONCRETE SLAB ON GRADE STEPPED TRENCH FOR TRENCH HEATER

REVISIONS AND ISSUES

A603

Do not scale this drawing.

PROJECT N

+0 LEVEL 1 +0 LEVEL 1

SL1-P CONCRETE SLAB ON GRADE POOL BASIN

Contractor must check and verify all dimensions on the job, and report any

SL1

SL3

+350 CHILDCARE LEVEL

SL1-D CONCRETE SLAB ON GRADE 13948 POOL DECK

1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 948

discrepancies to the Architect before proceeding with the work. SL1

SL1-P REFER TO POOL DETAILS FOR ELEVATIONS

1 1

PET PARAPET +3600 PARA HIGH T/OHIGH T/O +17000 1 SOFFIT m 000 LEVEL +17.0ET PARAP T/O HIGH 15965

SL3 910 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 SL3 13910 4000 2000 -4850

UHPC - WEST ELEVATION - SOUTH

REVISIONS AND ISSUES

1275

Do not scale this drawing.

B B1

969 1027 1027 1027 1027 1027 1027 1027 1027 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1077 1077 1077 1077 1077 1077 1077 FL2 R2 8218 13041 12425

Contractor must check and verify all dimensions on the job, and report any discrepancies to the Architect before proceeding with the work.

R2 FL1

KEYPLAN

NORTH ARROW NORTH ARROW BORTOLOTTO DESIGN ARCHITEC

SEE ASSEMBLIES A010

FL1

7577 KEELE STREET, SUITE 200 TORONTO, ONTARIO, LK4 4X3 T: KEYPLAN 905 738 3939 F:905 738 6993

4 CLINTON PLACE TORONTO, ONTARIO, M6G 1J9 T: 416 324 9951

RISER REFER TO SECTION

1019 1019 1019 1019 1019 1019 1019 1019 1019 1019 1019 1019 1019 1019 1019 1019 1019 959

940 TYP

+0 LEVEL 1

EMC GROUP LIMITED CIVIL ENGINEERS

CHILD CARE ARCHITECTS

SL1-R UHPC-1 CONCRETE SLAB ON GRADE W/ RADIANT HEATING

UHPC-1

SMITH & ANDERSON ELECTRICAL ENGINEERS

3600

UHPC-1

FL2

1100-100 SHEPPARD AVE E NORTH YORK, ON M2N GN5 T: 416 487 8151 F:416 487 9104

DASHED LINE INDICATES EXTENT OF SOIL 3 IMPROVEMENT (min. 2M FROM BUILDING FOOTPRINT). REFER TO CIVIL FOR+3600 SOIL +3600 IMPROVEMENTLEVEL WORKING PAD LEVEL 11SOFFIT SOFFIT

100

UHPC-1

MECHANICAL ENGINEERS

1100-100 SHEPPARD AVE E NORTH YORK, ON M2N GN5 T: 416 487 8151 F:416 487 9104

SL1 CONCRETE SLAB ON GRADE

19A 20 SL1 - DEPRESSIONS AT CONCRETE SLAB ON GRADE

UHPC-1

SMITH & ANDERSON

6000

FLOOR TYPES LEGEND UHPC - WEST ELEVATION - NORTH REFER TO A004 ASSEMBLIES SCHEDULES 1 : 125 FOR ASSEMBLY DESCRIPTIONS

450

5395

134 PETER STREET, SUITE 1301 TORONTO, ONTARIO M5V 2H2 T: 416 593 5300 F:416 593 4840

Floor Types Plans

REFER TO A003 AND A004 REGARDING FIRE 452 1093 1079 1079 1079 1079 1079 1093 1093 1093 1079 1079 1079 1079 1079 1080 1079 1081 1081 1081 1081 1001 1093 1093 1093 1001 1081 1081 1081 1081 1081 1081 1081 1081 1081 1013 1013 1013 1013 1013 1013 1013 1013 1013 1013 1013 1013 1013 1013 1013 811 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 RATINGS FOR FLOORS AND1000 FLOOR STRUCTURE

1545

BLACKWELL STRUCTURAL ENGINEERS

+350 CHILDCARE LEVEL +0 +0 LEVELLEVEL 1 1

940 TYP (865 MIN - 965 MAX) 1070 TYP AFF

900

+0 LEVEL 1

+400 CHILDCARE LEVEL

1 : 250

UHPC-1 +350 CHILDCARE LEVEL

+3600 +3600 LEVELLEVEL 1 SOFFIT 1 SOFFIT 3250

+3600 LEVEL 1 SOFFIT

Contractor must check and verify all dimensions on the job, and report any discrepancies to the Architect before proceeding with the work.

A300

Do not scale this drawing.

REVISIONS AND ISSUES

760

1200

5560

A500

1200

2100

3000

A430

900

1200

900 300

800

300

2022 09 09

2700

1800 2300 1800

975

DATE 2022 07 29

ISSUED FOR 50% CD CLASS A COSTING

A350

2200

1200 2200 450

DESCRIPTION ISSUED FOR 25% CD

3500

650

NUMBER 1

900

1060

760

1160

1560

1860

1260

A300

C2 1010

1100

2200

A350 2 A430

D 2 A300 4

BLACKWELL

A300

1 : 50

SMITH & ANDERSON

760

1060

1160

900

1/ A102A

1560

134 PETER STREET, SUITE 1301 TORONTO, ONTARIO M5V 2H2 T: 416 593 5300 F:416 593 4840

SOCIAL AMPHITHEATRE PLAN

760

STRUCTURAL ENGINEERS

1860

1260

MECHANICAL ENGINEERS

5560

3000

2100

EMC GROUP LIMITED

1200

300

900

975

800

4 CLINTON PLACE TORONTO, ONTARIO, M6G 1J9 T: 416 324 9951

+3600 LEVEL 1 SOFFIT

450

900

650

BORTOLOTTO DESIGN ARCHITECT. INC. CHILD CARE ARCHITECTS

2300

7577 KEELE STREET, SUITE 200 TORONTO, ONTARIO, LK4 4X3 T: 905 738 3939 F:905 738 6993

1200

CIVIL ENGINEERS

+5400 LEVEL 2

2200 1100

1010

A352

1800

3500

1100-100 SHEPPARD AVE E NORTH YORK, ON M2N GN5 T: 416 487 8151 F:416 487 9104

203

2200

ELECTRICAL ENGINEERS

SITTING AREA

1200

SMITH & ANDERSON

2700

1800

1200

1100-100 SHEPPARD AVE E NORTH YORK, ON M2N GN5 T: 416 487 8151 F:416 487 9104

2200

A350 2 A430

Amphitheatre Stair Design

MAIN LOBBY 104

Contractor must check and verify all dimensions on the job, and report any discrepancies to the Architect before proceeding with the work.

A300

Do not scale this drawing.

+0 LEVEL 1

760

1060

760

1160

1560

2/ A300

1 : 50

A300

1010

+3600 LEVEL 1 SOFFIT

MAIN LOBBY

A430

104

3 A350

2200

300

900

300

1100

105

COMMUNITY SERVERY

STORAGE

MAIN LOBBY

107

107C

104

+0 LEVEL 1

L2 +5400 0 m LEVEL 2

ming

STRUCTURAL ENGINEERS

2/ A101A

1 : 50

SOCIAL AMPHITHEATRE PLAN 1/ A102A

5A 5A 5A

MING

134 PETER STREET, SUITE 1301 TORONTO, ONTARIO M5V 2H2 T: 416 593 5300 F:416 593 4840

NORTH ARROW

SOCIAL AMPHITHEATRE SECTION

1 : 50

SMITH & ANDERSON MECHANICAL ENGINEERS

SITTING AREA

1100-100 SHEPPARD AVE E NORTH YORK, ON M2N GN5 T: 416 487 8151 F:416 487 9104

203

1170

60 Starview Lane, Toronto, ON

FEATURE STAIR 150

MAIN LOBBY STORAGE DETAILS

t/o Raised north mech

2100

107

SCALE

As indicated +0 LEVEL 1

LEVEL 2 +5.400 m

LEVEL 2 +5400 +5.400 m LEVEL 2

t/o level 2 framing

FEATURE STAIR SECTION 2/ A101A

F-WDS1

1 : 50

DATE

+0 09 SEPTEMBER 2022 LEVEL 1

PROJECT NUMBER

1820

Enlarged Amphitheatre Stair Plan & Sections

DRAWING NUMBER

MAIN LOBBY AND SEATING AREA SECTION 2/ A300

t/o BALCONY FRAMING

1 : 50

203

A430CITY OF TORONTO

PARKS, FORESTY & RECREATION DIVISION METRO HALL, 24TH FLOOR 55 JOHN STREET, TORONTO, ONTARIO, M5V 3C6 T: 416 392 0989 F:416 392 3355

t/o BALCONY FRAMING 4

SITTING AREA

104

FIT +3600 0VEL m 1 SOFFIT

MAIN LOBBY

107C

MAIN LOBBY

325 585

105

COMMUNITY SERVERY

t/o Raised north mech

104

SOCIAL AMPHITHEATRE

DRAWING TITLE

100

MAIN LOBBY

4 CLINTON PLACE TORONTO, ONTARIO, M6G 1J9 T: 416 324 9951

300

650

13091 515

CHILD CARE ARCHITECTS

WESTERN NORTH YORK COMMUNITY +3600 CENTRE LEVEL 1 SOFFIT

300

650

52 83 20 8

CIVIL ENGINEERS

BORTOLOTTO DESIGN ARCHITECT. INC.

100 572

PROJECT TITLE

+3600 LEVEL 1 SOFFIT

EMC GROUP LIMITED 7577 KEELE STREET, SUITE 200 TORONTO, ONTARIO, LK4 4X3 T: 905 738 3939 F:905 738 6993

2082

5975

3 +5400 LEVEL 2

2382

189 200 300

6500

107C

A300

ELECTRICAL ENGINEERS

SITTING AREA

+5400 LEVEL 2

STORAGE

SMITH & ANDERSON

107B

1100-100 SHEPPARD AVE E NORTH YORK, ON M2N GN5 T: 416 487 8151 F:416 487 9104

203

2311

ELEC. CLOSET

BLACKWELL

KEYPLAN

A300

A350

5A 5A

The amphitheater stair serves as a central social hub 6 within the community center. Here, individuals can engage in conversations, take a moment to relax, and even enjoy movies t o g e t h e r. To e n h a n c e t h e space, we incorporated a dark, monolithic base stair and topped it with wooden benches, adding warm elements to the design. Additionally, we took care to create accessible resting spaces for all community members.

2 1200

900

SOCIAL AMPHITHEATRE

2022 09 09

PARKS, FORESTY & RECREATION DIVISION METRO HALL, 24TH FLOOR 55 JOHN STREET, TORONTO, ONTARIO, M5V 3C6 T: 416 392 0989 F:416 392 3355

5560

3000

1200

2300 975

1800

450 300

2082

2382

650

800

100 572

2022 07 29

ISSUED FOR 50% CD CLASS A COSTING

2200

189 200 300

2671 8' - 9"

13091 515

ISSUED FOR 25% CD

A430

A500

3a +5400 LEVEL 2

DATE

2100

3500 2

DESCRIPTION

2200

1200

203

1 A350

2700

1800

1200

SITTING AREA

NUMBER

CITY OF TORONTO

900

1860

1260

MAIN LOBBY AND SEATING AREA SECTION

REVISIONS AND ISSUES

A300

A352

A300

2671 8' - 9"

mech

A300

FG4A

+5400

6 2311

Digital & Physical Modeling

Mirvish House Facade Design | 2018

Mirvish House Design, Digital Modeling, Rendering | 2018

Mirvish House Design, Physical Modeling, Laser Cut, 3D Print | 2018

Signage Design

Orillia Recreation Centre Site Photo | 2021

Mapping

Surveying and Mapping of Raoyi Temple in Suining Liushu County | 2015

Drawing

Past, Current and Future, Optional Studio Collages | Watercolor, Acetone Transfer, Ink, Charcoal | 2017

Down to Sublime

City Purifier Winnipeg, Canada Instructed by Peter Sampson & Liz Wreford Individual work |2017.12

The premise of design is that we entered into an era of postsustainability, an era in which the window for the pursuit of sustainable design has now closed. The built environment might actually participate in cleaning or restoring its environments. The design is within the context of a multistorey-integrated-hybridpublic-open-space and builtenvironment that house a living tall grass prairie museum, a bioregional seed bank and research centre that locate at

the Market Lands site in the Exchange District of downtown Winnipeg. In Winnipeg, water has played an important role with Red River right across the city. However, city ’s potable water has been transported from the distant Lake of Shoal on the Ontario border. If the water were polluted, citizens would be cut out of water supply. The Red River is a desired water supply, yet the water quality doesn’t reach the standard. Therefore, the project turns the prairie museum into a water filtration machine.

Current Water System In Winnipeg, water has played an important role with Red River right across the city. However, city’s potable water has been transported from the distant Lake of Shoal on the Ontario border. The site is close to Red River. However, it contains excessive Phosphorus.

Saskatchenwan River Nitrogen

Re dR

ive r

North Basin

Winnipeg

in A

ad u

Phosphorus

Shoal Lake

South Basin &Narrows

Winnipeg River

Winnipeg Red River

Water Purified Process Gravity Setting

Primary Puriﬁcation

Secondary Puriﬁcation

Tertiary Puriﬁcation Sand

Anaeribic reaction

Grease

Large Sediments

Gravel

Aeribic reaction heavy metal pollutant

Wild Life

Floatable Debris

Charcoal

Ultraviolet Disinfection

CaCO3 SiO2

Bacteria

Suspended Solids Organic Matter

Algae

Suspended Solids Fertilizer

Formation

Bacteria Virus

Above ground is the living museum, preserving endangered prairies. The architecture itself is humble to the surroundings. Walking towards the main entrance, people can view the Red River College which has hundreds of year’s history. The route on the site designed to connect critical joints with large flow of people, creating shortcut for them to pass through. Meanwhile,

passengers might be attracted by what is inside the building when they look through the large window pans. These sloping route is capable of collecting rain water, melted snow water, as well as floods into designed aqueduct for filtration. The project serves as a public open space, a living museum, a research centre, as well as a water collector and purifier.

B2 Plan

B1 Plan

A-A Section

B4 Plan B3 Plan

Rain, melted snow, city flood can be collected by the sloped ramp. Red River water is borrowed througn the old bumping house adjacent to the site. Using the gravity, water has been filtered step by step to the public bathes, known as the “grey water”. Finally, water is processed with ultralight to be portable. The purified water can be stored, used by the building itself or the city.

Psycho Community

Personality Disorder Rehabititaion Centre Site: Fathom Five National Marine Park Instructed by Brian Boigon Individual work | 2018.12

Currently, personality disorders are treated either with psychiatric counselling or medication. But can architecture also be a part of the treatment method? Last semester, my Thesis Research project used architecture as an instrument to develop forms from ten personality disorder traits. This semester, I have designed a rehabilitation centre to house patients with personality disorders. Situated in a secluded area with a calm and serene context in nature, patients are

divided into three clusters: A-Eccentric, B -Dramatic, or C -Anxious1. Spaces are meticulously designed with respect to each of the cluster’s characteristics, with an aim to facilitate rehabilitation through an architectural approach. 1 Based on the DSM(Diagnostic and Statistical Manual of Mental Disorders) published by the American Psychiatric Association which offers a standard criteria for the classification of mental disorders.

CLUSTER A

CLUSTER B

CLUSTER C

[Eccentric Disorders] [Treatment Resisting]

[ Dramatic Disorders]

[ Anxious Disorders] [Treatment Seeking]

Based on the DSM(Diagnostic and Statistical Manual of Mental Disorders), personality disorder patients are divided into three clusters: A-Eccentric, B-Dramatic, or C-Anxious. Research reveals that Histronic, Narcissistic and Obsessive Compulsive personality disorders were actually more common in executives than in the disturbed criminals. Therefore, they are not included in this facility. 36

Cluster A is odd or eccentric disorders. Generally, they don’t see themselves as mentally ill. They are treatment resisting but post no threat to others. The strategy for these patients is to respect their nature. Since they tend to believe in supernatural power, their living space is designed to give them a divine feeling.

Cluster B disorders are dramatic disorders. They have the potential to hurt themselves or others. Therefore, the section is designed to suppress their feelings of anger by introducing repetition elements. In this way, they can sense order and discipline in their living area.

Cluster C is anxious or fearful disorders. They are aware of their symptom and seeking treatment. Accordingly, the section is designed to encourage their social interaction with each other and have more exposure to nature.

CLUSTER A All the wards are built underground with chimney-like skylight. However, they are not entirely separated. An outdoor courtyard and an indoor courtyard act as public gathering spaces. The centre skylight in the indoor yard, an inverse cone, can collect rain or snow. Water continuously drips down to a puddle, creating a sense of divinity. 38

CLUSTER B Cluster B is a linear building. Beneath the bar building, repetitive arches set the boundary of public baths. Above the building is a roof garden. Patients of cluster B are inclined to be emotional and dramatic. Therefore, they can use their extra energy in labour work such as growing crops, making them self-sufficient. On one end of the building is a two-storey high public space as therapy rooms. Natural light shed into the area through the skylight. There are semi-transparent partitions which are flexible and can use for either individual or group treatment. The corridor outside the wards also has repetitive arches in forming the ideology of order and control.

CLUSTER C The interior walls have various openings as a way to stimulate patients’ visual and physical connection. If they are not comfortable with being exposed, they can draw the curtains on. Several patios in the building bring both natural light and greenness into the interior. The roof garden allows them to take care of their plants or walk their pets. Their therapy rooms are divided by curtains. Curves consume the space, offering them a sense of safety and calmness.

1 Hall 2 Pool 3 Dining Hall 4 Kitchen 5 Projection Room 6 Bath 7 Outdoor Taheater 8 Storage 9 Dressing Room 10 Rehearsal Room

1 Billiard Room 2 Fitness Centre 3 Cafeteria 4 Psychotherapy Room 5 Kitchen 6 Bathroom 7 Cluster C Ward 8 Cluster B Ward 9 Library 10 Consultation Room 11 Guest Room

The two blade buildings serve as institution purpose and public activity area. The public spaces are unified by the colour red, including a fitness centre, a running track, an open theatre, and basketball playground. Besides physical exercise area,

there are also mental exercises spaces, such as meditation area, library, public baths. Situated in a secluded area with a calm and serene context in nature, they form a comprehensive rehabilitation for patients to relax and enjoy their life. 43