interior wall types x title - nicolini · 2014-06-24 · hallmark 183 sparks st. g103 a101 1 &0...

BROUSEBUILDING

IW011 HOUR FIRE SEPARATION ULC W415

-16mm TYPE 'X' GYPSUM BOARD- 92mm STEEL STUDS @ 400 O.C.-16mm TYPE 'X' GYPSUM BOARD

IW021 HOUR FIRE SEPARATION ULC W453

-16mm TYPE 'X' GYPSUM BOARD- 150mm STEEL STUDS @ 400 O.C.-16mm TYPE 'X' GYPSUM BOARD

IW06-13mm GYPSUM BOARD- 64mm STEEL STUDS @ 600 O.C.-13mm GYPSUM BOARD

9216

1612

4

150

1618

216

6413

1390

IW05-16mm GYPSUM BOARD- 92mm STEEL STUDS @ 400 O.C.

9216

108

IW031 HOUR FIRE SEPARATION

- 16mm TYPE 'X' GYPSUM BOARD- 150mm STEEL STUDS @ 400 O.C.- FURRING- 16mm TYPE 'X' GYPSUM BOARD

150

22 ±

204 ±

16

16

IW044025

1681

1 HOUR FIRE SEPARATION

-25mm LINER PANEL- 64mm C-H STUDS @ 600 O.C.-16mm TYPE 'X' GYPSUM BOARD

IW07HORIZONTAL ASSEMBLY1 HOUR FIRE SEPARATIONRE

FER

TO16

16

13

-13mm PLYWOOD SHEATHING- PAINTED WHITE

- 16mm PLYWOOD SHEATHING- WOOD JOISTS. REFER TO STRUCTURAL.- 16mm TYPE 'X' GYPSUM BOARD- 16mm TYPE 'X' GYPSUM BOARD

IW08HORIZONTAL ASSEMBLY1 HOUR FIRE SEPARATION

140

1618

816

- 16mm PLYWOOD SHEATHING- PAINTED WHITE

- 140mm WOOD JOISTS @ 400 O.C.- 16mm TYPE 'X' GYPSUM BOARD- 16mm TYPE 'X' GYPSUM BOARD

STRU

CT.

1616

BASE BUILDING

CODE DEFICIENCIES;

BROUSE BUILDING

GM

GB, HOB

GM

GM

LOUIS DAVID BONNEAU

R.061064.002

A001

PWGSC A1 (841x594)

Administrateur de projets

No. du projet

No. du dessin

Date

Project Manager

Project no.

Drawing no.

Date

Reviewed By

Approved By

Date

Tender

Date

Designed By

Drawn By

Examiné par

Approuvé par

Soumission

Conçu par

Dessiné par

drawing

project

A

CC

B

A

B

dessin

projet

C

A

c

1000 10 20mm 40 60 80 120 140 160 180 200mm

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

no. du detail

sur dessin no.

location drawing no.

drawing no.

dessin no.

detail no.

Contractor to verify all dimensions &

conditions on site and immediately

notify the departmental representative

of all discrepancies.

BROUSE BUILDINGS

PROJECT # R.061064.002

TITLE

N.T.S.

X

AX

AY

X

AY

X

DRAWING KEYNOTES

NEW DOOR

NEW WALL TYPE

ROOM IDENTIFICATION

DETAIL REFERENCE

BUILDING SECTION

DRAWING TITLE

TRUE NORTH

XXXXXSTRUCTURAL SLAB ELEVATION

NPROJECT NORTH

NEW WALL

DEMOLISHED WALL

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

DEMOLISHED DOOR

NEW DOOR

AY

X

WALL/DETAIL SECTION

ROOM NAME000

EW01

EXISTING LIGHT FIXTURE TO REMAIN

DEMOLISH LIGHT FIXTURE

LIST OF ARCHITECTURAL DRAWINGS

Sheet Number Sheet Title

A001 COVER SHEET

A002FLOOR PLANS, SCHEDULES, DOOR TYPES & TYP DETAILS

A101 BASEMENT & GROUND FLOOR PLANS

A401 SECTIONS

LIST OF MECHANICAL DRAWINGS


M01 BASEMENT & GROUND PLANS - DEMO & NEW

0 ISSUED FOR DESIGN REVIEW 33%CD 2013/04/02

SYMBOLS LEGEND

1. ALL STUD PARTITIONS ARE DIMENSIONED TO

FACE OF STUD, UNLESS OTHERWISE NOTED.

2. BUILD ALL WALLS TO UNDERSIDE OF

STRUCTURAL DECK ABOVE. ALLOW FOR

STRUCTURAL DEFLECTION, UNLESS

OTHERWISE NOTED.

3. FIRE RATED WALLS SHALL CARRY TO THE

UNDERSIDE OF STRUCTURAL DECK WITH

PERIMETER JOINT AND ALL PENETRATIONS

SEALED AND FIRE-STOPPED.

4. WHERE VARYING THICKNESSES OF GYPSUM

BOARD OR PARTITIONS ABUT, FACES SHALL

BE FLUSH.

5. ALL WALLS OVER AND UNDER DOORS,

WINDOWS AND OTHER OPENINGS TO BE THE

SAME CONSTRUCTION AS THE WALL TO

EITHER SIDE.

6. CONTRACTOR TO MAKE GOOD ANY WALL,

CEILING, OR FLOOR THAT IS AFFECTED BY

THE REMOVAL OF MECHANICAL OR

ELECTRICAL SERVICES.

7. CONTRACTOR TO ENSURE ANY WALL,

CEILING, OR FLOOR, WHICH FORMS PART OF

A FIRE SEPARATION AND IS AFFECTED BY

THE REMOVAL OF MECHANICAL OR

ELECTRICAL SERVICES IS PATCHED AND

SEALED APPROPRIATELY SO THAT THE FIRE

RATING OF THE ENCLOSURE IS MAINTAINED.

GENERAL NOTESABBREVIATION

LEGEND

HATCH LEGEND

EXISTING BUILDING TO REMAIN

1 RE-ISSUED FOR DESIGN REVIEW 33%CD 2013/05/31

N

TRUE

NORTH

PROJECT

NORTH

LOCATION PLAN

SCALE - N.T.S.

PARTITION LEGEND

INTERIOR WALL TYPES

ACT ACOUSTICAL CEILING TILES

AFF ABOVE FINISH FLOOR

AVB AIR/VAPOUR BARRIER

B/F BARRIER FREE

BHD BULKHEAD

CG CORNER GUARD

CL CENTRE LINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CPT CARPET

CT CERAMIC TILE

CTR CENTRE

DEMO DEMOLISH

DIA DIAMETER

DIM DIMENSION

DN DOWN

DPM DAMPROOFING LAYER

DWGS DRAWINGS

ELEC ELECTRICAL

ELEV ELEVATOR

EL ELEVATION

EX EXISTING

EXP EXPOSED

EXT EXTERIOR

FRR FIRE RESISTANCE RATING

FD FLOOR DRAIN

FF FINISHED FLOOR

FL FLOOR

F.O. FINISHED OPENING

FR FIRE RATED

GB GRAB BAR

GALV GALVANIZED

GL GLAZING

GR GUARDRAIL

GWB GYPSUM WALL BOARD

HM HOLLOW METAL

HMI HOLLOW METAL INSULATED

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL STEEL

HVAC HEATING, VENTILATING & AIR

CONDITIONING

JAN. JANITOR

MAX. MAXIMUM

MECH. MECHANICAL

MEMB MEMBRANE

MIN. MINIMUM

NBC NATIONAL BUILDING CODE

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O.R. ON CENTRE

OH OVERHEAD

PARTN PARTITION

PLWD PLYWOOD

PT PAINTED

RB RUBBER BASE

R.O. ROUGH OPENING

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RM ROOM

SCWD SOLID CORE WOOD

SECT SECTION

S/S STAINLESS STEEL

SIM SIMILAR

SPECS SPECIFICATIONS

Sq. M. SQUARE METER

STOR STORAGE

STRUCT STRUCTURAL

T/O TOP OF

TYP TYPICAL

u/s UNDERSIDE

VERT VERTICAL

VEST VESTIBULE

WC WATER CLOSET

WD WOOD

WP MEMB WATERPROOFING MEMBRANE


LIST OF ELECTRICAL DRAWINGS


E-01 BASEMENT PLANS - DEMOLITION & NEW

E-02 GROUND FLOOR PLANS - DEMOLITION & NEW


LIST OF STRUCTURAL DRAWINGS


S100 GENERAL NOTES AND TYPICAL DETAILS

S201 NEW FRONT STAIR PARTIAL FRAMING PLAN

S301 SECTIONS AND DETAILS


Smith Carter Architects

and Engineers Incorporated

Suite 152 Ottawa Station

200 Tremblay Road

Ottawa, Ontario

Canada, K1G 3H5

Tel: (613) 238-0440

Fax: (613) 238-6597

5 ISSUED FOR TENDER 2014/03/18

geoffrey.bennell

Graham M_BBB_100% CD

27651735364510540

2395

A B C D E

MECHANICALAREAB103

STORAGEB101

CORRIDORB104

WCB105

STAIRB102

A101

7

A401

5

A401

1

A401

4

ELEC.ROOMB106

27651735364510540

2395

2840

3800

2560

4360

4395

4680

5460

3369

534

0022

00

A B C D E

1

2

3

4

5

6

7

8

9

10

A401

5

A401

4

STORAGE/OFFICE

G104CORRIDOR

G107

LOBBYG101

STAIRG102

VESTIBULEG105

2ND FLOOR STAIRG106

A101

5

A401

1

HALLMARK183 SPARKS ST.

G103

A101

1

H.M. DOOR FRAME

DOOR FRAME ANCHOR

50VA

RIES

VARI

ES

13

TO SUIT

50

1313

4545

PROFILE A PROFILE B

TO SUIT

52

13 13

BASE BUILDING

CODE DEFICIENCIES;

BROUSE BUILDING

GM

GB, HOB

GM

GM

LOUIS DAVID BONNEAU

R.061064.002

A002

PWGSC A1 (841x594)


No. du projet

No. du dessin

Date

Project Manager

Project no.

Drawing no.

Date

Reviewed By

Approved By

Date

Tender

Date

Designed By

Drawn By

Examiné par

Approuvé par

Soumission

Conçu par

Dessiné par

drawing

project

A

CC

B

A

B

dessin

projet

C

A

c

1000 10 20mm 40 60 80 120 140 160 180 200mm

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

no. du detail

sur dessin no.


drawing no.

dessin no.

detail no.





BASEMENT FLOOR PLAN

NEW CONSTRUCTION

1:200

1

A002

GROUND FLOOR PLAN

NEW CONSTRUCTION

1:200

2

A002

HM

HM

125125

50

04

00

FRAME PROFILE LEGEND

DOOR TYPES

TYP. DOOR JAMB @ INTERIOR GYP. WALLS1

DOOR SCHEDULE

DOOR

NUM.

DOOR FRAME

NOTES

TYPE FIN MAT WIDTHHEIGHT THICK MAT PRO FRR

HARDWARE

GROUP

BASEMENT

B102 B PT HM 915 2150 45 HM A 0.75 HR 5

B104 A PT HM 915 2150 45 HM A 0.75 HR 7

B105 A PT HM 915 2150 45 HM A 8

GROUND FLOOR

G101A - - WD 2 x 770 2300 45 - C

RE-USE EXISTING DOORS AND

HARDWARE

G101C B PT HM 915 2150 45 HM A 0.75 HR 5

G104 A PT HM 915 2150 45 HM A 0.75 HR 6

G105A A PT HM 915 2150 45 HM A 0.75 HR 5

G105B B PT HM 915 2150 45 HM A 0.75 HR 9

FINISH SCHEDULE

RM

#

ROOM

NAME

FLOOR WALLS CEILING NOTES

NORTH EAST SOUTH WEST

MAT BASE MAT FIN MAT FIN MAT FIN MAT FIN MAT FIN

BASEMENT

B101 VESTIBULE CONC - EX - EX -

EX/

GWB

PT EX -

EX

(ACT)

-

B102 STORAGE CONC RB GWB PT EX PT GWB PT

EX/

GWB

PT GWB PT

B103 MECH RM CONC - EX - EX - EX - EX - EX -

B104 CORRIDOR CONC RB EX - EX - EX - EX - EX -

B105 WC CONC - EX PT EX - EX - EX - EX -

B106 ELEC RM CONC -

EX/

GWB

PT EX - EX - EX -

EX/

GWB

PT

GROUND FLOOR

G101 LOBBY CT CT GWB PT GL PT GL - GL/EX - GWB PT

G102 STAIR CONC RB GWB PT GWB PT GWB PT GWB PT GWB PT

G103 HALLMARK CPT RB EX - EX - EX/GL -

GL/

GWB

PT

EX

(ACT)

-

G104 STOR/OFFICE CPT RB GWB PT GWB PT EX - EX -

EX

(ACT)

-

G105 VESTIBULE CONC RB EX PT EX PT GWB PT GWB PT GWB PT

G107 CORRIDOR CPT RB GWB PT EX - - - GWB PT ACT -

N







200 Tremblay Road

Ottawa, Ontario

Canada, K1G 3H5

Tel: (613) 238-0440

Fax: (613) 238-6597


FIRE RATED

PARTITION LEGEND

0 HR FIRE RESISTANCE RATING

/ SMOKE SEPARATION

1 HR FIRE RESISTANCE RATING


geoffrey.bennell


A

A401

2

± 960

± 230± 1965± 560

± 95

STAIRG102

LOBBYG101

9292614 775

992

STAIRG102

1093

960

1239

2121

10

R @

1

78

mm

LOBBYG101

609℄

92

92

1997

± 160

452

9224

9

92

IW01 IW01

IW01

IW01IW05

A401

1

A401

3

IW01

3674

68392 92

25090

℄℄

233

162

711

800

130

736

130

218

130

397

2472

130

285

130

498

50 50

2525

344

95 ℄

℄270

150

614

841

1120

720

CORRIDORB104

WCB105

653

℄

℄

921331

5R

@

1

78

mm

10

R @

1

78

mm

1981

92

674 67392

97613

976

1066

℄

1501997

254

546 810IW02

IW06

IW01

IW02 IW03

IW01

92

±220

A401

1

±188

849

900

71

9051

90℄

℄℄

℄

℄

IW01STAIRB102

178867℄ ℄126

126 ℄

1289

192

℄

683

℄

37

37

℄

7674

801850

67℄℄

℄

STORAGE/OFFICEG104

HALLMARK183 SPARKS

G103

±2155

±1740±160

VESTIBULEG105

STAIRB102

±995

±855

±2130

±50

±1965

±365

±85

±150

±1005

WCB105

±220

A401

2

92

1133

85

VESTIBULEG105

92

989

92643

℄

627

921143 598

℄

STORAGE/OFFICEG104 51

CORRIDORG107

HALLMARK183 SPARKS

G10351

±400

610

℄

IW01

IW01

IW01

IW01IW05

A401

4

A401

5

363

A401

2

3322

92

128

A401

1

92

2541

A401

3

A B B A B A B

8

7

6

DC E DC E

1

2

A B C A B C

7

6

CC

BASE BUILDING

CODE DEFICIENCIES;

BROUSE BUILDING

GM

GB, HOB

GM

GM

LOUIS DAVID BONNEAU

R.061064.002

A101




200 Tremblay Road

Ottawa, Ontario

Canada, K1G 3H5

Tel: (613) 238-0440

Fax: (613) 238-6597

PWGSC A1 (841x594)


No. du projet

No. du dessin

Date

Project Manager

Project no.

Drawing no.

Date

Reviewed By

Approved By

Date

Tender

Date

Designed By

Drawn By

Examiné par

Approuvé par

Soumission

Conçu par

Dessiné par

drawing

project

A

CC

B

A

B

dessin

projet

C

A

c

1000 10 20mm 40 60 80 120 140 160 180 200mm

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

no. du detail

sur dessin no.


drawing no.

dessin no.

detail no.





PARTIAL BASEMENT PLAN

NEW CONSTRUCTION

1:50

7

A101

PARTIAL BASEMENT PLAN - DEMO

1:50

8

A101

PARTIAL GROUND FLOOR PLAN

NEW CONSTRUCTION

1:50

1

A101


DEMOLITION

1:50

2

A101

PARTIAL REFLECTED CEILING

PLAN - NEW CONSTRUCTION

1:50

3

A101

PARTIAL REFLECTED CEILING PLAN

DEMOLITION

1:50

4

A101


NEW CONSTRUCTION

1:50

5

A101


DEMOLITION

1:50

6

A101


GENERAL NOTES

SITE CONFIRM ALL EXISTING CONDITIONS

AND VERIFY ALL DIMENSIONS BEFORE

START OF WORK

REFER TO MECHANICAL & ELECTRICAL

FOR EXTENT OF REMOVALS AND

UPGRADES.

KEY NOTES:

N




1. NEW GLAZING AND FRAMES.

2. DEMOLISH EXISTING STAIR AND RAILINGS.

3. EXISTING METAL THRESHOLD TO BE

DEMOLISHED.

4. EXISTING LEDGE, PARTIAL HEIGHT WALL,

AND VESTIBULE GLAZING AND FRAMES, TO

REMAIN. REPAIR AND REFINISH AFTER

COMPLETION OF VESTIBULE RENOVATION.

5. SALVAGE EXISTING VESTIBULE DOORS FOR

REINSTALLATION. REPAIR AND REFINISH

PRIOR TO REINSTALLATION.

6. EXISTING WALL (ABOVE) TO REMAIN.

REFER TO SECTION 1/A401.

7. NEW CEILING PANELS. PAINT COLOURS TO

BE SELECTED BY DEPARTMENTAL

REPRESENTATIVE.

- NEW 19mm PAINTED PLYWOOD. u/s TO

ALIGN WITH u/s EXISTING ADJACENT

PLYWOOD CEILING PANELS.

- NEW 38mm PROFILE TRIM BORDERS, AS

SHOWN. SPACING AND ORIENTATION OF

TRIM TO BE DETERMINED BY

DEPARTMENTAL REPRESENTATIVES.

8. OUTLINE OF EXISTING VESTIBULE CEILING.

REPAIR AND REFINISH EXISTING

VESTIBULE CEILING AFTER COMPLETION

OF VESTIBULE RENOVATION.

9. DEMOLISH EXISTING T-BAR CEILING.

REFER TO HATCH LEGEND.

10. EXISTING ENTRANCE FLOOR GRATE TO

REMAIN.

11. EXISTING EXTERIOR DOORS TO REMAIN.

12. DEMOLISH EXISTING WALL TO EXTENT

REQUIRED TO INSTALL NEW DOOR.

13. PATCH AND REPAIR WALL ASSEMBLY TO

ACHIEVE 1 HR. FIRE SEPARATION

ACCORDING TO WALL TYPE IW01.

14. 1 HR. FIRE RATED SHAFT WALL CEILING

ABOVE. REFER TO WALL TYPE IW04.

15. MECHANICAL SHAFT OPEN TO BELOW.

16. PARTIAL HEIGHT WALL. REFER TO

SECTION 1/A401.

17. DEMOLISH EXISTING FLOOR. REFER TO

STRUCTURAL.

18. GWB CLG BELOW. REFER TO SECTION

3/A401.

19. DEMOLISH EXISTING VESTIBULE WALL,

GLAZING, AND FRAME ABOVE EXISTING

DOORS.

20. NEW STEEL HSS COLUMN. REFER TO

STRUCTURAL.

21. NEW STEEL HSS COLUMN BELOW NEW

STEEL DECK. REFER TO STRUCTURAL.

22. REMOVE EXISTING FLOOR FINISH

MATERIAL IN NEW VESTIBULE. EXISTING

TILE FLOORING TO REMAIN THROUGHOUT

VESTIBULE.

23. NEW FINISH FLOOR MATERIAL TO MATCH

ADJACENT EXISTING TILE.

24. EXISTING METAL STAIR AND RAILING TO

REMAIN.

25. LINE OF NEW FLOOR. REFER TO

STRUCTURAL.

HATCH LEGEND

EXISTING GWB

CLG TO REMAIN

EXISTING ACT CLG

TO REMAIN

DEMOLISH

EXISTING

ACT CLG

DEMOLISH

EXISTING

GWB CLG



geoffrey.bennell


6 7 8

4680 5460

2674

890

1784

2674

3275

898

442692 162

104830830830

104596 1131

2700

IW02

IW01

IW01

IW02 ELECTRICALROOMB106

LOBBYG101

HALLARK183 SPARKS

G103

STORAGEB101

STAIRG102

24992

860

140

960144

℄ ℄℄

℄℄

A401

3

IW07

10

R @

1

78

mm

5R

@

178

mm

℄

1070

GROUND

FLOOR LEVEL

FIRST FLOOR

U/S SLAB

BASEMENT

FLOOR LEVEL

GROUND FLOOR

U/S ACOUSTIC CEILING

2674

0

5949

6847

6 7 8

±1000

2674

3275

898

4680 5460

±440

±2235

±2275

±900

±2375

±300

ELECTRICALROOMB106

LOBBYG101

HALLARK183 SPARKS

G103

STORAGEB101

STAIRG102

U/S ACOUSTIC CEILING

A B

2731

140

435

898

IW01

IW01

IW05

STAIRG102

IW08

1070

GROUND

FLOOR LEVEL

FIRST FLOOR

U/S SLAB

BASEMENT

FLOOR LEVEL

2674

0

6847

A B C D E

3645 1735 2395 2765

4173

2674

92 51

2459

7516

39

2140

IW01

IW04

MECHANICALAREAB103

VESTIBULEG105

2ND FLOORSTAIRG106

IW04

IW04

IW04

E D C

2765 2395

2252

9251

2140

2459

7515

8851

IW01

IW04

VESTIBULEG105

REFE

R TO

STA

IR S

ECTI

ONS

FOR

RISE

R HE

IGHT

S

280 MAX.

25

100 M

AX.

107

804

875

℄

920

653

45

℄

℄

90 ℄℄

BASE BUILDING

CODE DEFICIENCIES;

BROUSE BUILDING

GM

GB, HOB

GM

GM

LOUIS DAVID BONNEAU

R.061064.002

A401

PWGSC A1 (841x594)


No. du projet

No. du dessin

Date

Project Manager

Project no.

Drawing no.

Date

Reviewed By

Approved By

Date

Tender

Date

Designed By

Drawn By

Examiné par

Approuvé par

Soumission

Conçu par

Dessiné par

drawing

project

A

CC

B

A

B

dessin

projet

C

A

c

1000 10 20mm 40 60 80 120 140 160 180 200mm

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

no. du detail

sur dessin no.


drawing no.

dessin no.

detail no.





1. NEW VESTIBULE ENCLOSURE.

- NEW PAINTED WOOD VERTICAL AND

HORIZONTAL GLAZING FRAMES. ALIGN u/s

HORIZONTAL ELEMENTS TO u/s EXISTING

ADJACENT HORIZONTAL MEMBERS. PAINT

COLOURS TO BE SELECTED BY

DEPARTMENTAL REPRESENTATIVE.

2. INSTALL EXISTING VESTIBULE DOORS IN

NEW VESTIBULE ENCLOSURE, AS SHOWN.

3. EXISTING METAL STAIR AND ATTACHED

RAILING TO REMAIN.

4. EXISTING LANDING TO REMAIN. PATCH

AND REPAIR FINISH FLOOR MATERIAL

FOLLOWING DEMOLITION OF INTERIOR

PARTITION WALLS.

5. EXISTING EXTERIOR DOORS TO REMAIN.

6. EXISTING MECHANICAL DUCT TO BE

RELOCATED. REFER TO MECHANICAL.

7. NEW PAINTED STEEL RAILING OR GUARD.

8. EXISTING MECHANICAL DUCT TO REMAIN.

9. 2ND FLOOR STAIR (G106) - AREA N.I.C.

10. DEMOLISH EXISTING WOOD RAILING.

11. SALVAGE EXISTING VESTIBULE DOORS FOR

REINSTALLATION. REPAIR AND REFINISH

PRIOR TO REINSTALLATION. PAINT

COLOUR TO BE SELECTED BY


12. DEMOLISH EXISTING WOOD FRAME ABOVE

VESTIBULE DOORS. REPAIR AND REFINISH

ADJACENT VESTIBULE FRAMES AND TRIM IF

DAMAGED DURING DEMOLITION. PAINT

COLOURS TO BE DETERMINED BY


13. DEMOLISH EXISTING GLASS AND FRAMES

ABOVE VESTIBULE DOORS. REPAIR AND

REFINISH ADJACENT VESTIBULE FRAMES

AND TRIM IF DAMAGED DURING

DEMOLITION. PAINT COLOURS TO BE

DETERMINED BY DEPARTMENTAL

REPRESENTATIVE.

14. DEMOLISH EXISTING DECORATIVE WOOD

PANEL. REPAIR AND REFINISH ADJACENT

VESTIBULE FRAMES AND TRIM IF DAMAGED

DURING DEMOLITION. PAINT COLOURS TO

BE DETERMINED BY DEPARTMENTAL

REPRESENTATIVE.

15. DEMOLISH EXISTING FRAME THAT

SUPPORTS GWB BULKHEAD.

16. DEMOLISH EXISTING ACT CEILING

ACCORDING TO REFLECTED CEILING PLAN

ON SHEET A101.

17. DEMOLISH EXISTING WALL.

18. DEMOLISH EXISTING DOOR AND FRAME.

19. DEMOLISH EXISTING STAIR AND RAILINGS.

20. DEMOLISH EXISTING WALL TO

ACCOMMODATE NEW DOOR INSTALLATION.

21. EXISTING DOOR TO REMAIN.

22. DEMOLISH EXISTING FLOOR. REFER TO

STRUCTURAL.

23. DEMOLISH LOWER PART OF EXISTING

WALL AS SHOWN.

24. EXISTING LEDGE, PARTIAL HEIGHT WALL,

AND VESTIBULE GLAZING AND FRAMES, TO

REMAIN. REPAIR AND REFINISH AFTER

COMPLETION OF VESTIBULE RENOVATION.

PAINT COLOURS TO BE SELECTED BY


25. EXISTING ACT CEILING TO REMAIN.

26. u/s EXISTING FLOOR TO REMAIN.

DECORATIVE CEILING FINISH TO BE

PROTECTED DURING CONSTRUCTION.

27. EXISTING WALL TO REMAIN. PROVIDE

TEMPORARY SUPPORT TO EXISTING WALL

DURING DEMOLITION AND NEW

CONSTRUCTION.

28. EXISTING FLOOR TO REMAIN.

29. EXISTING EXTERIOR DOOR TO REMAIN.

30. NEW STEEL HSS COLUMN. REFER TO

STRUCTURAL.

31. NEW FLOOR. REFER TO STRUCTURAL.

32. NEW STEEL STAIR. REFER TO

STRUCTURAL.

33. NEW WOOD BEAM. REFER TO

STRUCTURAL.

34. EXISTING STEEL STAIR TO REMAIN.

35. AFFIX 1HR. FIRE RATED SHAFT WALL TO u/s

STAIR STRINGERS. SHAFT WALL TO SPAN

FROM EXTERIOR WALL TO OPPOSITE WALL

ENCLOSING STAIR SHAFT.

36. 40mm DIA PAINTED STEEL HANDRAIL.

37. 40mm DIA HORIZ PAINTED STEEL TOP RAIL.

38. 13mm DIA CURVED PAINTED STEEL

CONNECTION - WELDED TO VERT POSTS

AND HANDRAIL.

39. 40mm DIA VERT PAINTED STEEL POST.

40. 13mm DIA VERT INTERMEDIATE PAINTED

STEEL PIPES - 100mm SPACING MAX.

41. 13mm DIA METAL HORIZ PAINTED STEEL

BOTTOM RAIL.

42. 6 - 13mm RADIUS.

43. PAINTED STEEL ANGLE.

44. STAIR TRED - CONCRETE FILLED PAINTED

STEEL PAN.

45. PAINTED STEEL STAIR STRINGER. REFER

TO STRUCTURAL.

46. NEW 1 HR. FIRE RATED SHAFT WALL

CEILING TO ENCLOSURE VESTIBULE.

47. NEW WALL PANELS. PAINT COLOURS TO

BE SELECTED BY DEPARTMENTAL

REPRESENTATIVE.

- NEW 19mm PAINTED PLYWOOD. FACE TO

ALIGN WITH FACE EXISTING ADJACENT

PLYWOOD WALL PANELS.

- NEW 38mm PROFILE TRIM BORDERS, AS

SHOWN. SPACING AND ORIENTATION OF

TRIM TO BE DETERMINED BY

DEPARTMENTAL REPRESENTATIVES.

KEY NOTES:



SECTION - FRONT STAIR

NEW CONSTRUCTION

1:50

3

A401



NEW CONSTRUCTION

1:50

1

A401


DEMOLITION

1:50

2

A401


SECTION - BACK STAIR

NEW CONSTRUCTION

1:50

5

A401

SECTION - BACK STAIR

NEW CONSTRUCTION

1:50

4

A401

TYP. SECTION DETAIL

STAIR - GUARD & RAIL

1:10

7

A401

TYP. SECTION DETAIL

STAIR TREAD

1:10

6

A401




200 Tremblay Road

Ottawa, Ontario

Canada, K1G 3H5

Tel: (613) 238-0440

Fax: (613) 238-6597


GENERAL NOTES

SITE CONFIRM ALL EXISTING

CONDITIONS AND VERIFY ALL

DIMENSIONS BEFORE START OF WORK.

REFER TO MECHANICAL & ELECTRICAL

FOR EXTENT OF REMOVALS AND

UPGRADES.


geoffrey.bennell


DIMENSIONS

CHECK DIMENSIONS ON THESE DRAWINGS AGAINST DIMENSIONS ON ARCHITECTURAL DRAWINGS BEFOREUSING THEM FOR FABRICATION OR CONSTRUCTION. REPORT DISCREPANCIES. ARCHITECTURAL DIMENSIONSGOVERN.

DRAWINGS HAVE BEEN DRAWN TO SCALE WHERE POSSIBLE BUT DIMENSIONS SHOULD BE SCALED WITHCAUTION AND AT CONTRACTOR'S RISK.

EXISTING BUILDING LOCATION AND TIE-IN POINTS TO BE CONFIRMED PRIOR TO CONSTRUCTION.

ALL STRUCTURAL STEEL TO BE PRIME PAINTED EXCEPT STEEL RECEIVING GALVANIZING, OR STEEL TO BECAST-IN CONCRETE.

ALL BEAM CONNECTIONS TO BE TWO-SIDED UNLESS NOTED.

PROVIDE A MINIMUM BEARING OF 100mm FOR STEEL BEARING ON STEEL UNLESS NOTED.

CENTRE ALL BEARING PLATES UNDER BEAMS UNLESS NOTED.

DO NOT CUT OR CORE ANY OPENINGS IN ANY STRUCTURAL STEEL MEMBERS WITHOUT PRIOR WRITTENAPPROVAL FROM THE STRUCTURAL ENGINEER.

WHERE A STRUCTURAL STEEL SHAPE SHOWN ON THE DRAWINGS IS UNAVAILABLE, A SHAPE OF EQUAL ORGREATER SECTION PROPERTIES AND STRUCTURAL CAPACITY SHALL BE SUBSTITUTED, UPON APPROVAL BYDEPARTMENTAL REPRESENTATIVE, AT NO EXTRA COST

STRUCTURAL STEEL SHALL COMPLY WITH CAN/CSA- S16-09 UNLESS OTHERWISE NOTED.

ITEM APPLICABLE SPECIFICATION

ROLLED SECTIONS G40.21 - 350W

HSS (TUBE) SECTIONS G40.21 - 350W CLASS C (U/N)

BOLTS, NUTS AND WASHERS

TO ASTM A325M-97. BOLTS SHALL BE BEARING TYPE, EXCEPTFOR CONNECTIONS OF MEMBERS NOTED AS CARRYINGLOADS WHICH VARY FROM COMPRESSION TO TENSION. FORCOMPRESSION/TENSION LOADS IN MEMBERS, BOLTS INSHEAR SHALL BE SLIP CRITICAL ASSUMING A LOAD FACTOROF 1.5 FOR DETERMINING SERVICE LOADS. FOR EXPOSEDEXTERIOR STEEL, PROVIDE GALVANIZED BOLTS, NUTS ANDWASHERS.

STRUCTURAL STEEL:

STEEL DECK:

SHEET STEEL TO CSSBI-10M, GRADE A STRUCTURAL QUALITY (Fy=230 MPa)

STEEL DECK TO BE 38mm DEEP 0.91mm CORE THICKNESS (20 GAUGE) OR AS OTHERWISE REQUIRED TO SUITDECK PROFILE, LOADING AND SUPPORT CONDITIONS, U/N.

STEEL DECK TO BE GALVANIZED TO ASTM-A653M, ZF275 (275 g/m²) UNLESS OTHERWISE NOTED

WELD DECK TO SUPPORTING MEMBERS WITH 20mm EFFECTIVE PUDDLE WELDS USING STEEL WASHERS TOPREVENT BURN THROUGH AS NECESSARY. DECK TO BE USED AS A DIAPHRAGM

TRANSVERSE WELD SPACING 300mm MIN. U/NLONGITUDINAL WELD SPACING 600mm MIN. U/NSIDE LAPS BUTTON PUNCH 600mm MIN. U/N

DO NOT SUPPORT CEILINGS, DUCTS, LIGHTING OR PIPES FROM STEEL ROOF OR FLOOR DECK

PROVIDE CELL CLOSURES AT SUPPORTS U/N

PROVIDE CONCRETE RETAINERS AT SLAB EDGE AND SLAB OPENINGS U/N

STRUCTURAL STEEL CONNECTIONS SHALL BE DESIGNED TO RESIST THE INDICATED FACTORED MEMBERREACTIONS BY A PROFESSIONAL ENGINEER WHO WILL ALSO SEAL AND SIGN THE SHOP DRAWINGS.

WHERE DESIGN REACTIONS ARE NOT INDICATED USE THE MAXIMUM REACTION FOR SPAN FROM CISC BEAMLOAD TABLES.

STEEL STRUCTURES DESIGNED TO RESIST SEISMIC FORCES, STEEL CONNECTIONS SHALL BE DESIGNED TOS16-09, CLAUSE 27.

DECK SUPPORT DETAIL AT STEEL BEAM PARALLEL OR ANGLED TO DECK(WHERE TOP OF BEAM LESS THAN 150)

GENERAL

THE GENERAL NOTES AND TYPICAL DETAILS ARE APPLICABLE TO ALL STRUCTURAL CONDITIONS NOTSPECIFICALLY DETAILED OR REFERENCED ON STRUCTURAL DRAWINGS.

THESE NOTES, DETAILS AND DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE PROJECTSPECIFICATIONS.

THESE DRAWINGS ARE FOR THE USE OF THE CONSULTANT'S CLIENT ONLY. ALL INFORMATION SHOWN APPLIESTO THIS PROJECT ONLY AND REFLECT THE BEST JUDGEMENT OF THE CONSULTANT IN LIGHT OF THEAVAILABLE INFORMATION AT THE TIME OF PREPARATION. DECISIONS OR ACTIONS MADE BY THIRD PARTIESBASED ON THE DRAWINGS ARE THE SOLE RESPONSIBILITY OF SUCH PARTIES.

THESE DRAWINGS ARE THE PROPERTY OF THE CONSULTANT AND MAY NOT BE REPRODUCED IN ANY FORMWITHOUT WRITTEN PERMISSION.

DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH THE NATIONAL BUILDING CODE OF CANADA 2010.

CODES AND STANDARDS

SHOP DRAWINGS AND SUBMITTALSSTRUCTURAL STEEL AND STEEL DECK:

SUBMIT WITH SHOP DRAWINGS: DECKING PLAN, PROFILE, DIMENSIONS, CORE THICKNESS, CONNECTIONSTO SUPPORTS, REQUIRED BEARINGS, CLOSURES AND ACCESSORIES.

SUBMIT FOR REVIEW 1 REPRODUCIBLE OF ERECTION DRAWINGS WITH ALL FIELD WORK DETAILS FOR ALLSTRUCTURAL STEEL ELEMENTS. ALL CONNECTIONS SHALL BE DESIGNED AND THE DRAWINGS STAMPEDAND SIGNED BY A PROFESSIONAL ENGINEER.

GENERAL NOTES / TYPICAL DETAILS

WELD DECK TO FLANGE@ 500 c/c MAX. U/N

6mm THICK CONT. PLATE IFREQUIRED FOR WELDING

WOOD FRAMING

JOIST SPRUCE-PINE-FIR (S-P-F) No. 1 AND No. 2 (DRESSED)

BUILT-UP BEAMSSPRUCE-PINE-FIR (S-P-F) No. 1 (DRESSED)

OR DOUGLAS FIR No. 1 (DRESSED)

WOOD FRAMING SHALL COMPLY WITH CSA 086.1 AND PART 9 OF THE ONTARIO BUILDING CODE, UNLESSOTHERWISE NOTED.

LATERAL FORCE DATAVp=S(Ta)MvIeW/RdRo

Ta = FUNDAMENTAL LATERAL PERIOD OF VIBRATION (0.19)S(0.19) = DESIGN SPECTRAL RESPONSE ACCELERATION FOR PERIOD OF STRUCTURE (0.64)Mv = FACTOR TO ACCOUNT FOR HIGHER MODE EFFECT ON BASE SHEAR (1.0)Ie = EARTHQUAKE IMPORTANCE FACTOR (1.0)W = DEAD LOAD OF STRUCTURE (40.0kN)Rd = DUCTILITY - RELATED FORCE MODIFICATION (1.5)Ro = OVERSTRENGTH - RELATED FORCE MODIFICATION (1.3)Vp = 13.13kN

PW

GS

C A

1 (841x594)

A.CHEUNG

J.VIENNEAU

183 SPARKS STREET, OTTAWA, ONTARIO

E.PILON

BASE BUILDING

CODE DEFICIENCIES

R.061064.002

AAR PROJECT 5372-02

c

1000 10 20mm 40 60 80 120 140 160 180 200mm

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

BROUSE BUILDING

A. CHEUNG

S100

GENERAL NOTES & TYPICAL

DETAILS

NOTE:HAVE DEPARTMENTAL REPRESENTATIVEREVIEW EXISTING CONDITION AS THEYARE BEING OPENEDREFER TO ARCHITECTURAL FORLOCATION & DIMENSIONS OF STAIR.

L76x76x6.4 BRACE BELOW. TYPICAL U/N

NEW FRONT STAIR PLAN1:20

1

2

3

4

STEEL ANGLE c/w HILTI ANCHOR.REFER TO 2/S301

HSS102 x 102 x 6.4 c/w 300x150x6STEEL PLATE AND 2 HILTI K3-TZ9.5mmØ. EMBEDMENT = 51mm(TYP. U/N)

COMPOSITE DECK. 38x0.76mm STEELDECK c/w 65mm CONCRETE AND152x152xMW18.7xMW18.7 WELDEDWIRE MESH

1

2

3

4

DRAWING NOTES NOTES DE DESSINS

1

B

6

7

C200 x 17

4680

C100

x 8

W200 x 19

C250

x 23

STRI

NGER

W200 x 19

C200

X 17

C200

x 17

A3645

4

22

3

C200

X 17

11

1 TYP.

TYP.

11TYP.

11TYP.

4

C100 x 8

C200

x 17

5

6

NEW STEEL STUD WALL. REFER TONOTE #12 ON DRAWING S301.

NEW 3 PLY 38x184 WOOD BEAMABOVE (REFER TO S301) c/w TRIPLESTUDS AT EACH SUPPOT POINT.

5

6 55

5

W200 x 27

TO BE POCKETED INTO EXISTINGSTONE WALL. PROVIDE150x100x8mm BEARING PLATE ONNON-SRINK GROUT.

7

7

8

NEW W200 x 19 c/w 178x102x6.4BENT PLATE ALONG EDGE OF DECKCANTILEVER.

8 8

9 MID-LANDING 9

10 10CONTRACTOR'S ENGINEER TODESIGN STAIRS AND DESIGNCONNECTIONS TO STEELSTRUCTURE PER INDICATEDDESIGN LOADS.

150m

mMA

X.

±900mm

EQEQ

10

10

EQ EQ

C250

x 23

STRI

NGER

C250

x 23

STRI

NGER

C250

x 23

STRI

NGER

9

DESIGN LOADS (STAIRS & LANDINGS)DEAD LOAD:DECK AND SLAB 1.86 kPaMECH. / CEILING / MISC. 0.50 kPaSTRUCTURAL STEEL 0.50 kPaTOTAL D.L. 2.86 kPa

LIVE LOAD: 4.80 kPa

7

6

NOTE:HAVE DEPARTMENTAL REPRESENTATIVEREVIEW EXISTING CONDITION AS THEYARE BEING OPENEDREFER TO ARCHITECTURAL FORLOCATION & DIMENSIONS OF STAIR.

PW

GS

C A

1 (841x594)

A.CHEUNG

J.VIENNEAU


E.PILON

BASE BUILDING

CODE DEFICIENCIES

R.061064.002

AAR PROJECT 5372-02

c

1000 10 20mm 40 60 80 120 140 160 180 200mm

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

BROUSE BUILDING

A. CHEUNG

S201

NEW FRONT STAIR PARTIAL

FRAMING PLAN

ELEVATION - NEW FRONT STAIR1:20

6 74680

GROUND FLOOR

300

150

50 TYP.

BASEMENT

3

1

4

4

1

3

5

6

7

NOTE:HAVE DEPARTMENTAL REPRESENTATIVEREVIEW EXISTING CONDITION AS THEYARE BEING OPENED

REMARQUE:S'ASSURER QUE LE REPRÉSENTANT DUMINISTÈRE PUISSE VÉRIFIER LESCONDITIONS EXISTANTES AU FUR ET ÀMESURE DE L'ENLÉVEMENT.

NEW COMPOSITE DECK BEYOND1

2

3

4

CONFIRM EXISTING GROUND FLOOR JOISTFRAMING PRIOR TO ANY REMOVALS

NEW C100x8

NEW C250 x 23 STRINGER

1

2

3

4

DRAWING NOTES NOTES DE DESSINS

5

6

7

NEW HSS102x102x6.4 c/w 300x150x12.5 STEEL BASEPLATE AND 2 HILTI KB-TZ C.S. 9.5mmØ. EMBED. = 51mmTYP.

L51x51x6.4 100mm LONF c/w 1 HILTIK3-TZ C.S. 9.5mmØ. EMBED. = 51mmTYPICAL

NEW L76x76x6.4 BRACETf=Cf=15kN

8

9

10

11

NEW L76x76x6.4 BRACE BEYOND

NEW STEEL STUD WALL. MINIMUM STUD WIDTH = 92mm MAXIMUMSTUD SPACING = 400mm c/c. CONTRACTOR'S ENGINEER TO DESIGNWALL TO RESIST RUNNING VERTICAL LOAD OF Wf=5kN/m AND ALLAPPLICABLE LATERAL LOADING PER SECTIONS 4.1.7 AND 4.1.8 OFDIVISION B OF NBCC 2010.

NEW 38x140 WOOD JOIST SPACED AT 400mm c/c

NEW 3 PLY 38x184 WOOD BEAM c/w TRIPLE WALLSTUDS AT EACH SUPPORT POINT

5

6

7

10

11

5

5 5

78 78

400 TYP.

400 T

YP.

8

400

TYP

.

400 TYP.

78

11

13

9

10

12

2

12

13

NEW STEEL STUD WALL. MINIMUM STUD WIDTH = 152mm MAXIMUMSTUD SPACING = 400mm c/c. CONTRACTOR'S ENGINEER TO DESIGNWALL RESIST RUNNING RUNNING VERTICAL LOAD OF Wf=22kN/m ANDALL APPLICABLE LATERAL LOADING PER SECTIONS 4.1.7. AND 4.1.8. OFDIVISION B OF NBCC 2010.

REFER TO ARCHITECTURAL DRAWINGS FOR STUDWALL.

12

13

TYP.

8

9

14

14 PROVIDE L102 x 102 x 6 FOR DECK CLOUSURETYPICAL ALL AROUND LANDINGS

14

PW

GS

C A

1 (841x594)

A.CHEUNG

J.VIENNEAU


E.PILON

BASE BUILDING

CODE DEFICIENCIES

R.061064.002

AAR PROJECT 5372-02

c

1000 10 20mm 40 60 80 120 140 160 180 200mm

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

(yyyy/mm/dd)

BROUSE BUILDING

A. CHEUNG

S301

SECTIONS AND DETAILS

interior wall types x title - nicolini · 2014-06-24 · hallmark 183 sparks st. g103 a101 1 &0...

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