terrace bay downtown revitalization project

1500

20189

REMOVE EXISTING ASPHAULT & 300 GRANUAL MATERIAL

PREPARE AREAA TO RECEIVE NEW STRUCTURE &SURROUNDING SITE WORKSEE L - 1.5

REMOVAL OF ASPHALTSEE DRAWING SET 'B'

SAW CUT

1500

20189

1500

1101

2496

7254

1562 2098

3505

5044

1255

0

3041

1861

3701

1580

13621670

135°

4042

1972

2993

1353982

1400

PLANTER

1800

1800

5327

17341471

1764

2535

2954

297

598

831

R 27

45

1815

1284 71

413

6

CONC. RAMP

MAX. SLOPE 1:20

CONC. RAMP

MAX. SLOPE 1:20

R1

R1

R2

R1

R3

R3

R1

R1

R1

ROCK RETAINING W

ALL

ROC

K RE

TAIN

ING

WAL

L

LIGHTHOUSE

NEW CONC. STEPS

NEW CONC.STEPS

NEW CONC. STEPS

1800

EXISTING ROAD

4B1.0 B1.1

6260

CURB CUTSEE DETAILS

5B1.0 B1.1

3B1.0 B1.1

NEW GRANITEBENCHES

NEW STAMPED CONCRETE

R 10055

R 30

45

R 31

97

NEW STAMPED CONCETE PART OF

LIGHTHOUSE WORK

SEE DRAWING SET 'B'

3D VIEW 8

UNIT PAVING - TYPE 1

PAVING LEGEND

CONCRETE



CONCRETE - STAMPED

LEGEND

# SEAT FENCE - TYPE #, SEE PAGE A3.2

A COLUMN BASE - TYPE A, SEE PAGE A3.3

B COLUMN BASE - TYPE B, SEE PAGE A3.3

R# RETAINING WALL - TYPE #, SEE PAGEA0.1

MARK ASSEMBLY CONSTRUCTION

RETAINING WALL CONSTRUCTIONREMARKS

CULTURED STONE204 REINFORCED CONCRETE2 - 10M BARS

R1 SILL:89 REINFORCED CONRETE c/wDRIP EDGE12 CROWN20 CHAMFER


R3 SILL:89 REINFORCED CONRETE c/wDRIP EDGE12 CROWN20 CHAMFER

SILL FINISH:SMOOTH TROWL FINISH c/w2 COATS CONCRETE SEALER

SILL FINISH:SMOOTH TROWL FINISH c/w2 COATS CONCRETE SEALER

R2SILL FINISH:SMOOTH TROWL FINISH c/w2 COATS CONCRETE SEALER


SILL:89 REINFORCED CONRETE c/wDRIP EDGE12 CROWN20 CHAMFER

Architects & Engineer

807.345.5582 phone807.345.4093 faxwww.ksgm.ca

131 Court St. N., Thunder BayOntario, Canada P7A 4V1

a partnership of corporations

architecture

interiorsstructures

G E N E R A L N O T E S

SHEET TITLE

PROJECT NAME

SET NUMBER:

C O P Y R I G H TAll drawings and related documents are copyright property of the Architect andmust be returned upon request. Reproduction of these drawings and relateddocuments in part or whole is forbidden without written permission.

THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION WITHOUTA PROFESSIONAL SIGNATURE THROUGH THE SEAL

1. ALL DIMENSIONS SHOWN ARE IN METRIC UNITS.

2. REPORT ANY DISCREPANCIES FOUND ON DRAWINGS TO THEARCHITECT PRIOR TO CARRYING OUT THE RELATED WORK.

3. CONTRACTOR IS TO PROVIDE WORK SHOWN EVEN WHERENOT SPECIFIED.

4. DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS.

5. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTEDOTHERWISE.

Kuch Stephenson Gibson Malo

DATE:

DRAWN:

PROJECT:

NUMBERREVISION DATE DESCRIPTION

K S G M

14/0

4/20

10 1

0:32

:20

AM

C:\2

0090

47 T

erra

ce B

ay D

ownt

own

Revi

taliz

atio

n - W

D L

ocal

.rvt

B1.02009047

JAB

10.04.14

Site Demolition & ConstructionPlan

Terrace Bay DowntownRevitalization Project

Lighthouse Construction

Terrace Bay Ontario

scale = 1 : 100B1.0

1 Sidewalk Demolition Plan -Lighthouse Area

scale = 1 : 100B1.0

2 Sidewalk Plan - Lighthouse Area

1 10.04.08 Issued For Final Review

2 10.04.14 Issued For Tender

69

T/O Conc.

T/O Wall

249

152

1220

69Elev. 267.28m

Elev. 267.69m

T/O Wall

Elev. 267.85m

Elev. 268.27m

T/O Conc.

15M BARS @ 500O/C VERT.

3 - 15M BARS

SILL LENGTH 2400 MAX.

2 - 20M BARS

76 TYPE IV RIGIDINSUL.

15M BARS @ 300O/C HORZ.

VAPOUR BARRIERMEMBRANE

127

2 ROWS -15M BARS@ 500 O/C VERT.

76 TYPE IV RIGIDINSUL.

2 ROWS -15M BARS@ 500 O/C HORZ.

1220

203

679

338

203

69

152

249

3 -20M BARS

SILL LENGTH 2400 MAX.

10M BARS @ 300O/C B/W

RAMP

RAMPTOP SOIL

FILTER FABRIC

19 CRUSHEDROCK

612

COMPACTED GRANUAL FILL

12 FIBER BOARDCAULK TOP




GRAN. B

GRAN. B

GRAN. B

COMPACTEDGRAN.B - TYP.

COMPACT EXIST SOIL UNDER FOOTING

612

152 NEW COMPACTED GRANUAL 'A'

COMPACT TO 100% PROCTOR DENSITY

300

1500

EXISTING ASPHAULT

TRAFFIC CAULKING

ASPHAULT IMPREGNATED FIBER BOARD

10M BARS @ 400 O/C B/W

NEW STAMPED CONCRETE

604

TYP.

900

325

304

STAINLESS STEEL SCHEDULE40 O.D. PIPE RAIL

STAINLESS STEEL PLATE &ANCHOR BOLTS


10M BARS @ 300 O/C B/W

10M BAR REINFORCING


25

TYP.

150 M

IN.

127

NOTE: CONC. STAIR CHEEKS TO BEFLUSH WITH FACE OF CULTUREDSTONE FINISH (TYP.

MAX. SLOPE 8%

SLOPE VARIESMAX. 8%

SLOPE VARIESMAX. 8%

SLIP-RESISTANT ANDDETECTABLE WARNINGSURFACE

FLAREDSIDESCURB MAX. SLOPE 8%

FLAREDSIDES

AS PER DRAWINGA

S PE

R D

RAW

ING

EXISTING ASPHAULTSEE TYPICAL CONCRETE WALKWAY FOR

SIDEWALK CONSTRUCTION

CUT EXISTINGCURB

6mm DIFFERENCEMAX.

EXISTING GRANULARMATERIAL

EXISTING GRANUALMATERIAL





architecture

interiorsstructures


SHEET TITLE

PROJECT NAME

SET NUMBER:





3. CONTRACTOR IS TO PROVIDE WORK SHOWN EVEN WHERENOT SPECIFIED.


5. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTEDOTHERWISE.


DATE:

DRAWN:

PROJECT:


K S G M

14/0

4/20

10 1

0:33

:15

AM

C:\2

0090

47 T

erra

ce B

ay D

ownt

own

Revi

taliz

atio

n - W

D L

ocal

.rvt

B1.12009047

JAB/SRP

10.04.14

Site Details

Terrace Bay DowntownRevitalization Project


Terrance Bay Ontario

scale = 1 : 20B1.1B1.0

4 Section Detail - Lighthouse Retaining Walls

scale = 1 : 20B1.1B1.0

3 Section Detail - Stamped Concrete

scale = 1 : 20B1.1B1.0

5 Section - Lighthouse - Stair Section

scale = 1 : 50B1.1

1 Plan - Curb Cut Plan

scale = 1 : 10B1.1

2 Plan - Curb Cut Section



T/O Slab0

Landing 44667

Landing 78168

Top of Conc. Wall924

Landing 11167

Landing 22333

Landing 55834

Landing 33500

Landing 67001

T/O Layer 1 Lookout Steel10734


1760

HAR

DI P

LAN

K SI

DIN

G

5102

HAR

DI T

RIM

BO

ARD

HAR

DI P

LAN

K SI

DIN

G

2752

150

DEC

REA

SE B

Y 12

.7 E

ACH

TIM

E

T/O Slab0

Landing 44667

Landing 78168


Landing 11167

Landing 22333

Landing 55834

Landing 33500

Landing 67001



9°

L152x152x6.4

WT100x17.9

HSS102x51x6.4

MC250x12.5

9.5 HOLES @ 1220 O/C TYP.

9.5 HOLES @ 1220 O/CSTAGGER LOCATION TYP.

L102x102x6.4 CROSS BRACING

L102x102x6.4 CROSS BRACING(OTHER SIDE)

9.5Ø HOLES - 4 SETS PER MC310x15.8

MC250x12.5

HSS102x102x7.9

L102x102x6.4

WT100x17.9

HSS102x51x6.4

HSS102x51x6.4


T/O Slab0

Landing 44667

Landing 78168


Landing 11167

Landing 22333

Landing 55834

Landing 33500

Landing 67001



L152x152x6.4

WT100x17.9

HSS102x51x6.4

MC310x15.8

9.5Ø HOLES @ 1220 O/C TYP.

9.5Ø HOLES @ 1220 O/CSTAGGER LOCATION TYP.

9.5Ø HOLES - 4 SETS PER MC310x15.8

L152x152x6.4 CROSSBRACING (OTHER SIDE)

HSS102x51x6.4

9°


T/O Slab0

Landing 44667

Landing 78168


Landing 11167

Landing 22333

Landing 55834

Landing 33500

Landing 67001



1747

HAR

DI P

LAN

K SI

DIN

GH

ARD

I TRI

M B

OAR

D

5109

HAR

DI P

LAN

K SI

DIN

G

2752

150

DEC

REA

SE S

PAC

E BY

12.

7 EA

CH

TIM

E

HARDI PLANK SIDING

HARDI TRIM BOARD

HARDI PLANK SIDING

1220 GUARD RAIL

HOLLOW METAL STRUCTURE

CULTURED STONE VENEER

5944 5944

ANG

LED LEN

GTH

9874

ANG

LED LEN

GH

T 8901

FROM OUTSIDE FACE OF CORNER ANGLES & OUTSIDE FACE OF T's

39883670





architecture

interiorsstructures


SHEET TITLE

PROJECT NAME

SET NUMBER:





3. CONTRACTOR IS TO PROVIDE WORK SHOWN EVEN WHERE NOTSPECIFIED.



DATE:

DRAWN:

PROJECT:


K S G M

B1.22009047

JAB

10.04.14

Struc. & Arch. ElevationsBuilding Isometric

Terrace Bay DowntownRevitalization


Terrace Bay Ontario

scale = 1 : 75B1.2

4 South Elevation - Architectural

scale = 1 : 75B1.2

2 West Elevation - Structuralscale =B1.2

3 South-West Isometric - Structuralscale = 1 : 75B1.2

1 North Elevation - Structural

scale = 1 : 75B1.2

5 East Elevation - Architecturalscale =B1.2

6 South-West Isometric - Architechural


scale = 1 : 100B1.2

7 Working Points Isometric

2 10.04.14 Issued For Tender2 10.04.14 Issued For Tender

UP

6257 O/O CONC. WALLS

6257

O/O

CO

NC

. WAL

LS

5913

2135

1987

2135

L152x152x6.4 TYP.

WT100x17.9 TYP.

5

B2.0B2.0

7

B2.0B2.0

1957 1987 1970

9

B2.0B2.0

2B2.0 B2.0

1271 861 3719

3694

934

1223

LINE OF LANDING 1 ABOVE

600 600

2529 1200 2529

500

203

LINE OF BEAM BELOW

LINE OF WALL BELOW

LIN

E O

F W

ALL

BEL

OW

LIN

E O

F W

ALL

BEL

OW

LINE OF WALL BELOW

152

145

6257 O/O CONC. WALLS

20 CHAMFER

6257 O/O CONCRETE WALLS

6257

O/O

CO

NC

RETE

WAL

LS

1093

4072

1093

1093 4072 1093F1

F1F1

F1

153 TYP.

153

TYP.

203

4B2.0 B2.0

3B2.0 B2.0

BEAM

WA

LL T

YP.

2B2.0 B2.0

76 TYP.

204

TYP.

2135

1987

2135

2135 1987 2135

B2.1

3

LINE OF BEAM ABOVE

OPENING IN WALL ABOVE

1200

T/O Slab0


Bttm of Foundation-2134

Top of Foundation-1829

4 - 15M BARS

10M TIES @ 305 O/C VERT.

6 - 15M BARS - BOTH WAYS

LINE OF BEAM WALL

152x152x25.8 W.W.M.

356

1829

13 FIBER BOARDCAULK EXPOSED TOP BEAM WALL REINFORCING


COMPACTEDGRANUAL FILL

152x152x18.7 W.W.M.

1

B2.0 B2.0

CONTINOUS 20M BAR

T/O Slab0


15M BARS @ 400 O/CANCHORED IN GRADEBEAM w STARDARD HOOK

CONTINUOUS20M BAR

CONTINUOUS15M BAR

CONTINUOUS 4 - 25M BARS

10M TIES @ 610 O/C


102 GEOSPAN INSULATION

152x152x25.8 W.W.M.

13 FIBER BOARDCAULK EXPOSED TOP

279

102

152x152x18.7 W.W.M.


125

375

8

B2.0B2.0

6B2.0 B2.0

16Ø ANCHOR BOLTS TYP.

203 153

254x254x12.7 BASE PLATE

L152x152x6.4

38x140 P.T. STRAPPINGBOLT TO ANGLE

HARDIE PLANK SIDING

LINE OF WALL BELOW

CAST IN-PLACE CONC. SILLPOURED OVER BASE PLATE

SQUARD OFF CORNERS

WORKING POINTSEE B1.3

SQUARE OFF CORNERS

177x124x10 BASE PLATE

P.T. 38x140 STRAPPINGBOLT TO TEE

HARDI PLANK CLADDING

LINE OF WALL BELOW

CAST IN-PLACE CONC. SILL

102

203

16Ø ANCHOR BOLTS

177x177x 8 BASE PLATE

16Ø THREADED ANCHOR RODSET IN CHEMICAL ADHESIVE

102x6.4 CROSS BRACING

16Ø A307 BOLT

L152x152x6.4

10B2.0 B2.0

T/O Slab0


15M BARS @ 400 O/CANCHORED IN GRADEBEAM w STARDARD HOOK

CONTINUOUS20M BAR

CONTINUOUS15M BAR

CONTINUOUS 4 - 25M BARS

10M TIES @ 610 O/C


102 GEOSPAN INSULATION

152x152x25.8 W.W.M.

20313 FIBER BOARDCAULK EXPOSED TOP

11

B2.0B2.0

152x152x18.7 W.W.M.

102


125

375


75

400

HARDI PLANK SIDING

L152x152x6.4

4 - 16Ø ANCHOR BOLTS

254x254x12.7 BASE PLATE

PREFINISHED METAL FLASHING

CU

LTU

RED

STO

NE

VEN

EER

P.T 38x140 STRAPPINGBOLT TO ANGLESEXTERIOR GRADE CAULKING

6484

CAST IN-PLACE CONC SILLc/w 2-10 BARSCAST OVER STEEL FRAMINGBASE PLATE

STARTER STRIP

CONTINOUS 20M BAR


CU

LTU

RED

STO

NE

VEN

EER 2 - 16Ø ANCHOR BOLTS

177x124x10 BASE PLATE

P.T.38x140 STRAPPINGBOLT TO TEE

HARDI PLANK SIDING

CAST IN-PLACE CONC. SILLc/w 2 - 10 BARS

192

6481


EXTERIOR GRADE CAULKING STARTER STRIP

WORKING POINTSEE B1.3

T/O Slab0

177x177x 8 BASE PLATE

16Ø ANCHOR BOLTSET IN CHEMICAL ADHESIVE

102x

6.4

CROSS

BRA

CING

16Ø A307 BOLT

L152

x152

x6.4

125


3 PLY- P.T. 38x64 WD BACKER

EXTERIOR GRADE CAULKING

64192 81

CAST IN-PLACE CONC.SILL c/w 2 10M BARS


STARTER STRIP

HARDIE PLANK SIDING

203





architecture

interiorsstructures


SHEET TITLE

PROJECT NAME

SET NUMBER:








DATE:

DRAWN:

PROJECT:


K S G M

B2.02009047

JAB

10.04.14

Foundation PlanDetails



Terrace Bay Ontario

scale = 1 : 20B2.0B1.3

12 Top of Concrete Wall

scale = 1 : 50B2.0B2.0

1 Top of Foundation

Structural Foundation ScheduleType Mark Length Width Thickness Reinforcing

F1 1829 1829 305 6 - 15M - Both Ways

scale = 1 : 20B2.0B2.0

4 Section - Corner Pier Construction

scale = 1 : 20B2.0B2.0

3 Section - Interior Pier Construction

scale = 1 : 10B2.0B2.0

5 Plan Detail - Corner Base

scale = 1 : 10B2.0B2.0

7 Plan Detail @ Base Of WT100X17.9

scale = 1 : 5B2.0B2.0

9 Plan Detail - Landing 1 Base Connection

scale = 1 : 20B2.0B2.0

2 Section - Beam Wall Construction

scale = 1 : 10B2.0B2.0

6 Section Detail - Corner Base

scale = 1 : 10B2.0B2.0

8 Section Detail @ Base of WT 100x17.9

scale = 1 : 5B2.0B2.0

10 Section Detail - Landing 1 Base Connectionscale = 1 : 5B2.0B2.0

11 Section Detail - Top of Conc. Wall



UP

1105

1020

MC

310x

15.8

L140x140x6.4CORNERS

HSS

102x

51x6

.4

L51x51x4.8

L51x51x4.8 TRIM STAIR STINGER TO SIT ONHSS 102x51

AMICO-ISGCHANNEL GRIPLANDING

MC310x15.8

HSS102x51x6.4T/O Slab0


Landing 11167

254

TYP.

102

L51x51x4.8

L140

x140

x6.4

102x

4.8

PLAT

E

MC310x15.8PLUG WELD TO140x140 ANGLES

AMICO-ISGSAFETY-GRIP CHANNEL

L140

x140

x6.4

102x4.8 PLATE

194

L51x51x4.8 TREAD SUPPORT

A53 - DN32 STD HANDRAIL

850

TYP.

A53 - DN25 STD POSTS

A53 - DN20 STD BALUSTER RAIL

A53 - DN15 STD BALUSTERS

950

TYP.

7667

0 TY

P.61

311

TYP.

105

MA

X.

140

6B2.0 B2.1

1079 127010

79

L152x152x6.4 TYP.

WT100x17.9TYP.

5

B2.1B2.1

TYP.

165

919

TYP.

25412 457 610

AM

ICO

-ISG

SAFE

TY-G

RIP

CH

ANN

EL

AM

ICO

-ISG

SAFE

TY-G

RIP

CH

ANN

EL

AMICO-ISGSAFETY-GRIP CHANNELTREADS TYP.

HAR

DIE

PLAN

K SI

DIN

G T

YP.

6257

P.T. 38x89 WD STUD WALLWRAP WITH HARDI PLANKSIDING & TRIM 2

B2.1 B2.1

B2.1

3

229423491208

LANDING 1

500

1200 203

400

STAINLESS STEELKEEPER HOOK

DOUBLE STUD FOR GATEHINGES & HASP HARDWARE

STAINLESS STEELGATE

T/O Slab0


Landing 11167

Landing 22333

LINE OF SIDING BEYOND

4

B2.1B2.1

HARDI TRIM

HARDI SIDING

20 CHAMFER (TYP.)

CONC. FINISH

12x12 REVEALGATE LOCKANCHOR TO CONC.

ANCHOR PLATES TOCONC.

89

149

PREFIN. METAL PANELICE & WATER SHEILD13 P.T. PLYWOOD SHEATHING38x89 P.T WD JOISTS13 PAINTED CREZON PLYWOOD

ROOF CONSTRUCTION

38x140 ROUGH FASCIA

PREFIN. METAL FASCIA

P.T 38x140

HARDIE TRIM BOARD

FLASHING UP 150 BEHINDHARDI TRIM

WT100x17.9

13 PAINTED CREZON PLYWOOD SOFFIT

HARDI TRIM 25x89

HARDI SIDING

LIGHT FIXTURESEE ELEC.

13 PAINTED CREZON PLYWOODTRIM WITH 25x89 HARDI TRIM

ELEV. - 2300 ABOVE CONC.

T/O Slab0


Landing 11167

Landing 22333

HARDIE PLANK TRIM

HARDIE PLANKSIDING

HARDIE PLANKSIDING

CULTUREDSTONE VENEER

CULTUREDSTONE VENEER

CAST IN-PLACE CONC. SILL CAST IN-PLACE CONC. SILL

HARDIE PLANK TRIM

OPEN. SEE ELEVATIONS FOR SPACING

7

12

METAL RIDGE CAP

R.O

. 230

0

12x12 REVEAL

20 CHAMFER ONCONC. EDGES

150

FLASHING

HA

RDI T

RIM

HA

RDI T

RIM

CONC. FINISH

2300

R.O

.

R.O. 120075

TOP OF CONC. ELEV. 1005

150

75

100

R 100

40Ø STAINLESS STEEL PIPE

20Ø STAINLESS STEEL ROD

3 STAINLESS STEEL PLATEWELD TO BE ON INSIDE ON GATE

280

8B2.1B2.1

9B2.1B2.1


75

10Ø STAINLESS STEEL CONC. ANCHOR OR LAG SCREW2 PER PIVOT

6x75x100 STAINLESS STEEL MOUNTING PLATE

6x40 STAINLESS STEEL PLATE

13Ø STAINLESS STEEL BOLTSSPOT WELD NUTS


75

10Ø STAINLESS STEEL CONC. ANCHOR OR LAG SCREW2 PER PIVOT

6x75x100 STAINLESS STEEL MOUNTING PLATE

6x40 STAINLESS STEEL PLATE

20Ø HOLE FOR PAD LOCK






architecture

interiorsstructures


SHEET TITLE

PROJECT NAME

SET NUMBER:








DATE:

DRAWN:

PROJECT:


K S G M

B2.12009047

JAB

10.04.14

Plan - Landing 1Details



Terrace Bay Ontario

scale = 1 : 10B2.1B2.1

5 Framing Plan @ Landing 1 - Elev. 1167 scale = 1 : 20B2.1B2.0

6 Section - Landing 1 - Stair & Base

scale = 1 : 20B2.1B1.3

1 Landing 1 - Elev. 1167

scale = 1 : 20B2.1B2.1

2 Section - Entryway

scale = 1 : 5B2.1B2.1

4 Section Detail - Entryway Roof Construction

scale = 1 : 20B2.1B2.0

3 Elevation - Entryway


scale = 1 : 20B2.1

7 Gate Elevationscale = 1 : 5B2.1

8 Plan Detail - Pivots scale = 1 : 5B2.1

9 Plan Detail - Lock


UP

UP

DN DN

9B2.2 B2.2

6

B2.2B2.2

7B2.2 B2.2

1117

1002

3376

1084

1270

1084

8B2.2 B2.2

LANDING 1



AMICO-ISGSAFETY-GRIP CHANNELTREADS TYP.

1745

761

0

TYP.

254

1043 1052 1860 1458

HSS

102x

51x6

.4

HSS

102x

51x6

.4

HSS102x51x6.4 TYP.

5495

5495

HSS102x51x6.4 TYP.

HSS

102x

51x6

.4 T

YP.

1754 1987 1754

HARDIEPLANK SIDING TYP.

UP

3285 1002 8725159

LANDING 1ELEV. 1167

LANDING 2ELEV. 2333

5159

1586

1987

1586

HARDIE PLANK TRIM TYP.

TYP.

1079

TYP.

1270

TYP.

1079

TYP.

1079

TYP.

1270

TYP.

1079

1524

1524

LANDING 3ELEV. 3500

UP

UP

UP

737

2401

1002

654

LANDING 2 LANDING 3

4795

4795

1404 1987 1404

HA

RDIE

PLA

NK

TRIM

TYP

.

CL

CL

INSIDE OF STRINGER

540 1002 2401 507

4450

LANDING 4ELEV. 4667

4450

1232

1987

1232

HA

RDIE

PLA

NK

TRIM

TYP

.

CLCL

INSI

DE

OF

STRI

NG

ER

LANDING 5ELEV. 5834

408

1002

2401

296

12

B2.2B2.2

LANDING 5

4107

4107

1060 1987 1060

HA

RDIE

PLA

NK

TRIM

TYP

.

CL

CL

INSIDE OF STRINGER

Landing 22333

Landing 33500

194

TYP.

914

HSS102x51x6.4 TYP.

HSS102x51x6.4 TYP.



CUT STAIR STRINGER TOALLOW FOR HSS BEAM

CUT STAIR STRINGER TOALLOW FOR HSS SUPPORT

MC310x15.8PLUG WELD TO HSS BEAMS

254





MA

X.

140

Landing 55834

Landing 67001

11

B2.2B2.2


6.4 STAINLESS STEEL DIAMONDPLATE TREADS & RISERS

6.4 STAINLESS STEELDIAMOND PLATE LANDING

2 - L51x51x6.4 LANDING SUPPORT

TYP.

914





MA

X.

140

6.4 STAINLESS STEELCHECKER PLATETREAD & RISER

279254

195

L51x51x4.8TREAD SUPPORT

25H

SS10

2x51

x6.4

152x152x8 STEEL PLATECUT TO SUIT

2 - 16Ø A307 BOLTS

P.T 38x140 BOLTED TO ANGLE

HARDI PLANK CLADDING

HSS102x51x6.4HSS102x51x6.4

L102x102x6.4

16Ø A307 BOLT

WT100x17.9

WT100x17.9

HSS102x51x6.4

L89x64x6.4

L89x64x6.4

9°

16Ø A307 BOLT

16Ø A307 BOLT

P.T. 38X149 BOLT TO TEE

HA

RDIE

PLA

NK

CLA

DD

ING

L51x

51x6

.4 L

AN

DIN

G S

UPP

ORT

L51x

51x6

.4 L

AN

DIN

G S

UPP

ORT

HSS

102x

51x6

.4

HSS

102x

51x6

.4

HSS102x51x6.4

HSS102x51x6.4

MC310x15.8

MC

310x

15.8

LANDINGS TO BE CONSTRUCTED OF 6.4 STAINLESS STEEL CHECKER PLATE

FRAMING NOTES

1. LANDING ELEVATIONS GIVEN ARE TO TOP OF CHECKER PLATE / SAFETY GRIP CHANNEL





architecture

interiorsstructures


SHEET TITLE

PROJECT NAME

SET NUMBER:








DATE:

DRAWN:

PROJECT:


K S G M

B2.22009047

JAB

10.04.14

Plan - Landings 2 -6SectionsDetails



Terrace Bay Ontario

scale = 1 : 20B2.2B1.3


scale = 1 : 50B2.2B1.3

2 Landing 3 - Elev. 3500scale = 1 : 50B2.2B1.3



scale = 1 : 50B2.2B1.3


scale = 1 : 20B2.2B2.2

9 Stair Section - Between Landings 1-3scale = 1 : 20B2.2

10 Stair Section - Between Landings 3 - 7scale = 1 : 10B2.2B2.2

11 Stair Detail - Btwn Lndngs 3-7

scale = 1 : 5B2.2B2.2

6 Plan Detail - Landings 2-6 -Exterior Corner

scale = 1 : 5B2.2B2.2

7 Section Detail - Typ. Connection - Landings 2-6

scale = 1 : 5B2.2B2.2

8 Section Detail - Typ. Connection To Tee's

scale = 1 : 10B2.2B2.2

12 Landings 4-6 - Framing Detail



14B2.3 B2.3

LANDING 6

LANDING 5

B2.38

CONNECT LANDING GUARDTO FLOOR HANGER PIPE

6.4 STEEL CHECKER PLATE

314

149

A53 - DN25 STD - GUARD BRACE

B2.39

2323

1363

219

HAR

IDE

PLAN

K SI

DIN

G T

YP.

4B2.3 B2.4

16 CREZON PLYWOOD FASTENEDTO U/S OF STEEL FRAMING

8B2.3 B2.4

5B2.3 B2.3

12

B2.3B2.3

4B2.3 B2.3

3766

3766

1288 2478

1332

802

803

828

3766

2578 1188H

SS10

2x51

x6.4

HSS102x51x6.4

HSS102x51x6.4

HSS102x51x6.4

HSS102x51x6.4

HSS102x51x6.4

HSS

102x

51x6

.4

HSS

102x

51x6

.4 HSS10

2x51

x6.4

894

2872

45°

SHIP

LADDER

SUPP

ORT

A53 -DN32 STDFLOOR FRAMING HANGER

L51x

51x4

.8 T

YP.

L51x

51x4

.8 T

YP.

L51x

51x4

.8 T

YP.

8B2.3 B2.4

Landing 78168



7

B2.3B2.3

6

B2.3B2.3

A53

- D

N32

STD

HHS102x51x6.4

HHS102x51x6.4

HHS102x51x6.4HANGER SUPPORT

Landing 78168

HSS102x51x6.4

A53 - DN32 STD

305x68x8 PLATE

178x68x8 PLATE

16Ø A307 BOLTS

76



HSS102x51x6.4

HSS102x51x6.4 HANGER SUPPORT

229x68x8 PLATE

203x68x8 PLATE

16Ø A307 BOLTS

A53

- D

N32

STD

76

13B2.3 B2.3

L152

x152

x6.4

HSS102x51x6.4

HSS

102x

51x6

.4

L89x89x6.4

16Ø A307 BOLTS

Landing 78168

HSS102x51x6.4

HSS102x51x6.4

16Ø A307 BOLT

L102x76x4.8

Landing 781686

HSS102x51x4.6

178x178x8 PLATECUT TO SUIT

120x120x6.4 PLATE

L89x89x6.4BEVELED SHIM ASREQUIRED

HSS102x51x4.6

38x1

40 P

.T. S

TRAP

PIN

G

HAR

DIE

PLA

NK

SID

ING

Landing 78168

152x4.8PLATEGAURD

152x4.8 PLATE GAURD

HEMISPHERE END CAP TYP.

Landing 78168

15

B2.3B2.3

1070



A53 - DN25 STD POSTS @ 1220 O/C

1076

Landing 78168

HSS102x51x6.4

TRIM CHECKER PLATEAROUND ANGLES

1815

212

4.8 METAL GUARDPLACED BETWEEN POSTS


A53 - DN15 STD PICKETS

6.4 STEEL CHECKER PLATE

10B2.3 B2.3

762153

802

1169

457 305 407

450

907

497166 291

192 215

114

121

MC200x

12.6

TYP.

178 AMICO-ISG

SAFETY GRIP CHANNEL TYP.

30

254

AMIC

O-IS

G S

AFET

YG

RIP

CH

ANN

EL T

YP.

L51x51x4.8 LANDING SUPPORT

254

AMIC

O-IS

G SAFE

TY

GRIP C

HANNEL

TYP.

L51x

51x4

.8 L

AND

ING

SU

PPO

RT

107

100

A53 - DN32 STDHANGER TYP.

82

858

101

94

9957



18

B2.3B2.3

16

B2.3B2.3

17

B2.3B2.3

19

B2.3B2.3

TYP.

259

A53

- D

N32

STD

HAN

GER

A53

- D

N32

STD

HAN

GER

TYPI

CA

L SH

IP L

AD

DER

RA

ILIN

G H

EIG

HT

900

L152x89x7.9

MC200x12.6 STRINGER

16Ø A307 BOLTS

L51x51x4.8 LANDING& TREAD SUPPORT


A53

HAN

GER

A53

HA

ND

RAIL

TRIM EXCESS ANGLE &PROVIDE ROUNDED EDGE



HSS102x51x6.4

102x68x8 PLATE

176x68x8 PLATE

16Ø A307 BOLTS

A53

HAN

GER

CL

MIN.

50

A53

HA

ND

RAIL

76



102x68x8 PLATE

176x68x8 PLATE

16Ø A307 BOLTS

A53

HAN

GER

CL

A53

HA

ND

RAIL

76

MIN.

50

L127x76x6.4

MC200x12.6 STRINGER

16Ø A307 BOLTS

L51x51x4.8 LANDING& TREAD SUPPORT


A53

HAN

GER

A53

HA

ND

RAIL

Landing 78168

152x4.8 PLATEGUARD

83°



A53 - DN25 STD POSTS @ 1220 O/C

GUARD BRACE

EXTERIOR C

LADD

ING

87

97





architecture

interiorsstructures


SHEET TITLE

PROJECT NAME

SET NUMBER:








DATE:

DRAWN:

PROJECT:


K S G M

B2.32009047

JAB

10.04.14

Plan - Landing 7SectionsDetails



Terrace Bay Ontario

scale = 1 : 20B2.3B1.3


1 Landing 7 - Floor Framing

scale = 1 : 20B2.3B2.3

5 Section - Landing 7 - Floor Support

scale = 1 : 5B2.3B2.3

7 Section Detail - Floor Hanger Bttm Connection

scale = 1 : 5B2.3B2.3

6 Section Detail - Floor Hanger Top Connection

scale = 1 : 5B2.3B2.3

12 Plan Detail - Landing 7 - Corner Connection

scale = 1 : 5B2.3B2.3

4 Section Detail - Landing 7 - Typ. Connection

scale = 1 : 5B2.3B2.3

13 Section Detail - Landing 7 - Corner Connection

scale = 1 : 10B2.3B2.3

8 Section Detail - Stair & Guard Connection

scale = 1 : 10B2.3B2.3

14 Section - Landing 7 - Guard Railscale = 1 : 5B2.3B2.3

15 Section Detail - Landing 7 - Guard Base

scale = 1 : 10B2.3B1.3

3 Landing 7 - Ship Ladder Plan

scale = 1 : 10B2.3B2.3

10 Section - Ship Ladder

scale = 1 : 5B2.3B2.3

18 Section Detail - Ship Ladder Bttm Hanger 1

scale = 1 : 5B2.3B2.3

16 Section Detail - Ship Ladder Top Hanger 1scale = 1 : 5B2.3B2.3

17 Section Detail - Ship Ladder Top Hanger 2

scale = 1 : 5B2.3B2.3

19 Section Detail - Ship Ladder Bttm Hanger 2

scale =B2.3

11 Ship Ladder Isometric

scale = 1 : 10B2.3B2.3

9 Section Detail - Guard Termination1 10.04.08 Issued For Final Review


Landing 78168

1220

FASTEN TOWT100x17.9

FASTEN TOWT100x17.9

Landing 78168

6

B2.4B2.4

5

B2.4B2.4

6mm LAMINATED SAFETY GLASS

PAINTED HOLLOW METAL FRAME

SIDE WALLS TO FOLLOW SIDING

HARDI PLANKI SIDING38x89 P.T WD JOISTS13 PAINTED CREZON PLYWOOD

WALL CONSTRUCTION

Landing 78168

HARDI PLANK TRIM

HARDI PLANK SIDINGHARDI PLANK SIDING

12

7

PREFINISHED RIDGE CAP

HARDI PLANK SIDINGHARDI PLANK SIDING

6mmLAMINTEDSAFETYGLASSIN HOLLOWMETAL FRAME

HARDI PLANK TRIM. SEE ELEVATIONS FOR SPACING

25x8

9 H

ARD

I TRI

M

HAR

DI T

RIM

25x

89

FLASHING

2B2.4 B2.4

3B2.4 B2.4

38x140 P.T. BRACE USED TO SUPPORTLANDING 7 WALL TOP & OCTAGONFRAMING

38x140 P.T. BRACE USED TOSUPPORT OCTAGON FRAMING




R 1498

38x140 P.T. FRAMINGBOLTED TO STRUCTURAL FRAMING

3 PLY - 12.7 P.T.PLYWOOD GUIDE

HARDIE PLANK SIDING

1555

38x89 P.T. WD SUPPORTSBOTH SIDES OF PLYWOOD

38x140 P.T. FRAMING

114

Landing 78168

HARDI PLANKI SIDING38x89 P.T WD JOISTS13 PAINTED CREZON PLYWOOD

WALL CONSTRUCTION


6mm LAMINATED SAFETY GLASS

38x89 P.T. WALL SUPPORT

16Ø A307 BOLT

P.T. 19x89 SIDING BACKER

PREFIN. METAL PANELICE & WATER13 P.T. PLYWOOD SHEATHING38x89 P.T WD JOISTS13 PAINTED CREZON PLYWOOD

ROOF CONSTRUCTION

38x38 P.T. SIDINGBACKER


EXTERIOR GRADE CAULKINGCOLOUR TO MATCH SIDING

PREFIN. METAL FLASHING

SIDING STARTER


6mm LAMINATED SAFETYGLASS

SIDE WALLS TO FOLLOW SIDING LINE

38x140 ROUGH FASCIA

3PLY - 12.7 P.TPLYWOOD GUIDE

38x140 BRACE

FLASHINGCAULK SIDINGTO FLASHING


38x89 P.T. FRAMING

3 PLY - 12.7 P.T.PLYWOOD GUIDE

HARDIE PLANK SIDING

38x89 P.T. WD SUPPORTSBOTH SIDES OF PLYWOOD

38x140 P.T. FRAMINGBRACED ACROSS STEEL FRAMING

114





architecture

interiorsstructures


SHEET TITLE

PROJECT NAME

SET NUMBER:








DATE:

DRAWN:

PROJECT:


K S G M

B2.42009047

JAB

10.04.14

Octagon Framing PlanLanding 7 Wall DetailsDetails



Terrace Bay Ontario

scale = 1 : 10B2.4B2.3

8 Section Detail - Plywood Guard Installation

scale = 1 : 10B2.4B2.3

4 Section - Landing 7 - Dormer

scale = 1 : 20B2.4

7 Elevation - Landing 7 - Window Wall

scale = 1 : 20B2.4B1.3

1 Octagon Framing Plan

scale = 1 : 20B2.4B2.4

2 Section Detail - Octagon Framing @ Steel Structure

scale = 1 : 5B2.4B2.4

6 Section Detail - Landing 7 Wall - Base @ Dormer

scale = 1 : 5B2.4B2.4

5 Section Detail - Landing 7 Wall - Top @ Dormer

scale = 1 : 20B2.4B2.4

3 Section Detail - Octagon Framing @ Midpoint



5796

1420 2955 1420

HSS102x102x7.9

HSS

102x

102x

7.9

HSS

102x

102x

7.9

1419 2955 1420

MC310x

15.8

TYP.

MC310x

15.8

TYP.

7

B2.5B2.5

3B2.5 B2.5

2897

2897

5794

LANDING 7 HANGER

4B2.5 B2.5

1273 351 1330

1027 788 1140

1679

2440

1676

3B2.4 B2.4

WORKING POINTSSEE B1.3

WORKING POINTSSEE B1.3

5794

5794

1343

3108

1343

424

1837

1211

979

920

423

1252

1335

888

1076

1243

135°

2898 2897

1243

1077

888

1335

1252

45°

HSS102x102x7.9

HSS102x102x7.9

HSS

102x

51x6

.4

HSS102x51x6.4

MC310x

15.8

HSS10

2x51

x6.4

HSS102x51x6.4

HSS10

2x51

x6.4

HSS102x51x6.4

HSS102x51x6.4

HSS10

2x51

x6.4

HSS102x51x6.4

HSS102x51x6.4

9B2.5 B2.5

5

B2.5B2.5

STEEL NOTES:

INSTALL 10mm BEARING PLATE BETWEEN LAYER 1STEEL & ALL LAYER 2 HSS102x51x6.4 LOCATIONS

1.

HSS102x51x6.4LANDING 7 HANGER SUPPORT

590

8B2.5 B2.7

3B2.4 B2.4


HSS102x102x7.9

HSS102x102x7.9

L76x64x4.8

203x203x10 PLATE

L152x152x6.4

2 - 16Ø A307 BOLTSWORKING POINTSEE B1.3

HSS

102x

102x

7.9

MC310x15.8 305x152x8PLATE

45°

2 - 16Ø A307 BOLTS

8B2.5 B2.5



P.T. 38x64STRAPPING

TYPICAL ON ALL LAYER 2 STEEL FRAMING

F1

HSS102x102x7.9

HSS102x102x7.9

ANGLE BELOW

254X230x10 PLATE

16Ø A307 BOLTS

6B2.5 B2.5


HSS102x51x6.42 - 16Ø A307 BOLTS

HSS102x102x6.4

L102x102x6.4



HSS102x102x7.9

254x203x10 PLATE

16Ø A307 BOLTS

L64x64x4.8

HSS102x102x7.9

38x64 P.T. FRAMING

F1



76

MC

310x

15.8

HSS102x102x7.9

3558

136

9.5Ø PREDRILLED HOLES4 SETS PER MC310x15.8

39 F1





architecture

interiorsstructures


SHEET TITLE

PROJECT NAME

SET NUMBER:








DATE:

DRAWN:

PROJECT:


K S G M

B2.52009047

JAB

10.04.14

Lookout Steel Framing PlansDetails



Terrace Bay Ontario

scale = 1 : 20B2.5B1.3

1 T/O Layer 1 Lookout Steel - Elev. 10734scale = 1 : 20B2.5B1.3

2 T/O Layer 2 Lookout Steel - Elev. 10846

scale = 1 : 5B2.5B2.5

3 Section Detail - Column Angle @ Lookout Steel

scale = 1 : 5B2.5B2.5

7 Plan Detail - Connection @ Lookout Layer 1 Steel

scale = 1 : 5B2.5B2.5

9 Section Detail - Typ. Lookout Subfloor Connection

scale = 1 : 5B2.5B2.5

5 Plan Detail - Lookout Layer Connection

scale = 1 : 5B2.5B2.5

4 Section Detail - Typ. Connection For Steel Layers 1 & 2

scale = 1 : 5B2.5B2.5

6 Section Detail - Lookout Layer Connection

scale = 1 : 5B2.5B2.5

8 Section Detail - Connection @ Lookout Layer 1 Steel



5B2.6 B2.6

1B2.6 B2.7

5862

1718 2430 1713

1287

3299

1281

1065

1168

920

145

R 2900

324

1070 GAURD RAIL1220 GAURDRAIL

114mm HOLLO

W METAL FRAME STRUCTURE

LANTERN DISPLAY CAGE

6

B2.6B2.6

6

B2.7B2.6

8B2.5 B2.7

5866

1425

905

3536

1318

1010

3538

1302

1026

3538

1590 566 1576 527 1603

5862

STAIRWAYOPENING

3B2.6 B2.6

4B2.6 B2.6

7

B2.6B2.6

SLO

PE

SLOPESLOPE

SLO

PESLO

PE

SLOPE SL

OPE

SLO

PE



20gau. PREFINISHEDMETAL FASCIA

38x140 P.T. FLOORSUPPORT

38x89 P.T. SIDING SUPPORT

TUCK FASCIA BETWEENSBS LAYERS

MC

310x

15.8

38x140 P.T. FRAMING

3 PLY - 12.7 P.T. PLYWOOD GUIDEHARDI PLANK SIDING

F1



F1

20gau. PREFINISHEDMETAL FLASHING

TUCK FLASHINGBETWEEN SBS LAYERS

38x64 P.T. WDSUPPORT

TUCK IN BETWEENSTRUCTURAL STEEL &WD SUPPORT

HSS102x51x6.4


LOOKOUT FLOOR CONSTRUCTION TYPESREMARKS

2 PLY - SBS MEMBRANE19 P.T. PLYWOOD19 CREZON PLYWOOD

F1PAINT UNDERSIDEOF CREZON - WHITE

76

76

20gau. PREFIN. CORNER FASCIA CAP

20gau. PREFIN. METAL FASCIA


8

B2.6B2.6

1220

102

998

120

CO

NST

RUC

TIO

N T

O M

IMIC

STA

IR R

AILI

NG

S


F1 2 - 9.5 THREADED RODSWELD TO MC310x15.8

6.4 BASE PLATE

3619

10B2.6 B2.6

1499

WIND VANEFASTEN TO 38x38

38x38 P.T. SEAM COVERc/w PREFIN. METAL CAP

PREFIN. METAL CAP

SELF SEALING SCREWS

P.T. 38x38

METAL PANEL

LINE OF ICE & WATER SHIELD


LANTERN ROOM ROOF CONSTRUCTIONREMARKS

PREFINISHED METAL PANELICE & WATER SHIELD (COVER ENTIRE ROOF)16 PAINTED CREZON PLYWOODP.T 38x140 RAFTERS

R1

COVER SEAMS WITHP.T. 38x38 & PREFINISHED METAL CAP

COLOURED SCREWS TO MATCH ROOF

3.2 PAINTED STEEL PLATE

SELF SEALING SCREWS @ 204 O/C VERT.

114

PAIN

TED H

OLLO

W M

ETAL

FRAM

E

6mm LA

MINAT

ED SA

FETY

GLA

SS





architecture

interiorsstructures


SHEET TITLE

PROJECT NAME

SET NUMBER:








DATE:

DRAWN:

PROJECT:


K S G M

B2.62009047

JAB

10.04.14

Lookout Landing Floor LayoutLookout LandingRoof PlanDetails



Terrace Bay Ontario

scale = 1 : 20B2.6

2 Lookout Landingscale = 1 : 20B2.6B1.3

1 Lookout Landing - Floor Layout

scale = 1 : 5B2.6B2.6

3 Section Detail - Lookout Exterior Floor Termination

scale = 1 : 5B2.6B2.6

4 Section Detail - Lookout Stairway Floor Termination

scale = 1 : 5B2.6B2.6

7 Plan Detail - Lookout Fascia Corners

scale = 1 : 10B2.6B2.6

5 Section - Lookout Gaurdscale = 1 : 5B2.6B2.6

8 Section Detail - Lookout Gaurd Base Connectionscale = 1 : 50B2.6B1.3

9 Roof Planscale = 1 : 10B2.6B2.6

10 Section Detail - Roof Construction

scale = 1 : 5B2.6B2.6

6 Plan Detail - HM Frame Connection




4

B2.7B2.7

PRE-FAB. WIND VANE

114

HO

LLO

W M

ETAL

STR

UC

TURE

LAN

TERN

DIS

PLAY

CAG

E

414

1258

870

3

B2.7B2.7

2

B2.7B2.7

9.5 P.T. PLYWOODWRAPED WITHPREFIN. METAL

6mmLAMINATEDSAFETY GLASS

9.5 P.T. PLYWOODWRAPED WITHPREFIN. METAL

1220 GAURD 1220 GAURD

EXPOSED RAFTERS

89 COLLAR TIES

16 CREZON PLYWOODR1

2547

T/

O H

M F

RAM

E

GLASSGLASS

METAL

METAL METAL

METAL

METAL

315

5545

132

2516

448

1

R 165

346

83

13

866


F1P.T. 38x89

9.5 LAG SCREW

114

PREFIN. METAL9.5 P.T. PLYWOODPREFIN. METAL

P.T. 38x64

MET

AL C

ORN

ER C

OVE

R

102

89x140 P.T. RAFTERS

PREFIN. METAL PANEL

VARPOUR & AIR MEMBRANE

16 PAINTED CREZON PLYWOOD

89x140 ROUGH FASCIA


9.5 PAINTED CREZON PLYWOOD

89x89 P.T. BACKER

16 PAINTED CREZON PLYWOOD

PREFIN. METAL9.5 P.T. PLYWOODPREFIN. METAL

MET

AL C

ORN

ER C

OVE

R

P.T.38x64

P.T.38x89

1175

487

8B2.5 B2.7

215

914

900

9

B2.7B2.7

3.2 PAINTED PLATE

51x3.2 STAINLESS STEEL PLATETOP & BOTTOM

25.4Ø STAINLESS STEEL PIPE

10

B2.7B2.7

51x3.2 STAINLESS STEEL PLATE

25.4

Ø S

TAIN

LESS

STE

EL P

IPE

WELD NUT TOU/S OF ANGLE

4.8Ø BOLT c/wFRICTION FASTNER

REMOVABLE 6.4STEEL PLATE

CONTINOUS51x51x3.2 ANGLE

3.2

PAIN

TED

PLA

TE

3.2

PAIN

TED

PLA

TE

CONTINOUS51x51x3.2 ANGLE

4.8 LAG SCREWF1





architecture

interiorsstructures


SHEET TITLE

PROJECT NAME

SET NUMBER:








DATE:

DRAWN:

PROJECT:


K S G M

B2.72009047

JAB

10.04.14

Lantern Room SectionWeather Vane DetailsLanter Cage Plan & Details



Terrace Bay Ontario

scale = 1 : 20B2.7B2.6

1 Lantern Room Section

scale = 1 : 10B2.7B2.7

4 Wind Vane Detail

scale = 1 : 5B2.7B2.7

2 Section Detail - HM Structure Basescale = 1 : 5B2.7B2.7

3 Section Detail - HM Structure Roof Connection

scale =B2.7

5 Wind Vane Isometric

scale =B2.7

7 Lantern Cage Isometricscale = 1 : 10B2.7B2.6

6 Plan Detail - Lantern Cage

scale = 1 : 10B2.7B2.5

8 Section - Lantern Cage

scale = 1 : 5B2.7B2.7

9 Section Detail - Cage To Base Connection

scale = 1 : 5B2.7B2.7

10 Section Detail - Base To Floor Connection

1 10.04.08 Issued For Final Review2 10.04.14 Issued For Tender

terrace bay downtown revitalization project

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