Tenaquip Drawing Set by Naquib Hossain

Proposed Industrial Building - Senneville LOT 1

699391 SF

TOTAL BUILDING FOOTPRINT

266977 SF

TOTAL BUILDING AREA (Excluding Basement)

296337 SF

WAREHOUSE AREA

250623 SF

OFFICE AREA - 3 FLOORS

No.

Date

Émis pour / Object

1 7 8 10 14 15

2013-06-25 2013-08-08 2013-09-06 2013-11-19 2014-02-03 2014-02-14

17 18 19

2014-03-07 2014-05-13 2014-05-13

20 25

2014-06-19 2014-09-10

Issued for Discussion Pricing Revision 1 Pricing Revision 2 Issued for Warehouse Construction Issued for Permit Issued for Office Coordination / Pricing As Indicated Issued for Office Coordination Issued for Warehouse Construction Revision 2 Revision Revision

45714 SF

Ground Floor Area Second Floor Area Third Floor Area

15182 SF 15215 SF 15318 SF

MAXIMUM ALLOWABLE SITE COVERAGE

65%

SITE COVERAGE - PROPOSED

38%

'17

FOR ON I T C U TR S N O C

/2" 71

1.5

2.5

3.5

4.5

5.5

6.5

7.5

8.5

25' - 0"

9.5

10.5

11.5

12.5

13.5

14.5

15.5

16.5

17.5

18.5

25' - 0"

15 19.5

" '-0 25 20

20.5

13.2

301 23 324

Zone B: 946m² (10 181 SF)

84129 SF 8

MTQ SETBACK

25' - 0"

2 A201

36' - 0"

3 A201

25' - 0"

147' - 7 1/2"

EXTERIOR PARKING - PROPOSED UNDERGROUND PARKING - PROPOSED Grand total

684' - 4"

Future Expansion

98' - 6"

R 33' -

" '-4 84

23' - 0" A

A.5

R 33 ' - 0"

" '-8 25

TRANSFORMER PAD

A.5 14

A102

B.5

C.5

26' - 3"

A211

" 1/2

'-6 98 E

E.5

0" 5' -

" '-0 25

E.6

Ingénieur - Structure

-3

D.5

7' 81

A200

Warehouse 211931 SF

LEED PROJECT BOUNDARY

D.5

Ingénieur - Mécanique et électricité

B.5

1:12

565' - 6 1/2"

B - 0" R 40'

F.5

LOT 1 699391 SF

G.3

1.5

60767 SF

G.2 H HANDICAP ACCESS RAMP J

1 A201

Manufacturing 38692 SF

J.5 Stream

Architectes 270 Prince Studio 200 Montréal Québec H3C.2N3

Zone A: 5153m² (55 466 SF)

3.5

4.5

5.5

6.6

7.4

7.7

8.2

8.6

8.9

9.4

3' - 0"

25' - 3"

45' - 0"

14 14.2 14.7 15.2 15.5 15.8 16.4 16.6 17 17.2 17.7 18.2 18.4 18.7 19.2

20.5

24 24.7 25

26.7

A200

25' - 0"

Sceau / Seal Note: L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

27 14 - 0" ' 40 R

10 60' X 16' CONCRETE PAD FOR GARBAGE BINS

This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

8' - 0 1/2"

13.2 13.5

Retention Basin

25' - 11"

A200

9.7 10 10.3 10.7 11.2 11.5 11.9 12.4 12.6 13

36' - 0"

3' 0

25' - 0"

37' - 10"

25' - 0"

35' - 9"

46' - 8 1/2" 7' - 10"

2.5

25' - 0"

125' - 9"

Terrace

151' - 6 1/2"

K.6

A200

59' - 3"

T.514.861.5122 F.514.861.5383 www.rubinrotman.com

SLOPE

REF. REF.

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

64' - 10 1/2"

75' - 10"

Stream

150' - 2" Stream

76' - 10"

1.3%

45' - 0"

89' - 1"

MTQ SETBACK

K.5

L.5

Architecte / Architect

3' 0

H.5

Terrace

Office Building Area

17 RESERVED CARPOOL PARKING SPOTS

Builder

F.3

MTQ SETBACK

1 A101

Projet / Project

1110' - 11 1/2"

Zone C: 604m² (6505 SF)

Tenaquip - Senneville

LEED PROJECT BOUNDARY

22555 Transcanada Senneville, Quebec Titre / Title

SITE PLAN 1 A100

SITE PLAN 1" = 50'-0"

Dessiné par / Drawn by

No. projet / Project number

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

AT Échelle / Scale

1" = 50'-0" Date

2014-09-04

A100

2.5

3.5

4.5

5.5

6.6

7.4

7.7

8.2

8.6

8.9

No.

Date

Émis pour / Object

7 8 10 12 14 15

2013-08-08 2013-09-06 2013-11-19 2013-12-18 2014-02-03 2014-02-14

2014-05-13

2014-09-10

Pricing Revision 1 Pricing Revision 2 Issued for Warehouse Construction Revision Issued for Permit Issued for Office Coordination / Pricing Issued for Warehouse Construction Revision 2 Revision

9.4

4 A101

5 A101

10 1/4" 55' WIDE DOLLY PAD AT LOADING DECK, SEE STRUCTURE

45' - 0"

K.5

FOR ON I T C U TR S N O C

1.3%

55' - 0"

Manufacturing 38692 SF

RETAINING WALL W/ HANDRAIL @ 3'-6" HEIGHT

L.5

3' - 9" 34' - 8 1/4"

GRASS

6' - 6 3/4"

1.9%

5' - 0" 12' - 0"

16' - 8 1/4"

26' - 6"

Ingénieur - Mécanique et électricité

18' - 0"

34' - 0 1/4"

CONCRETE PAVERS FOR SEATING AREA

6" BOLLARDS IN SIDEWALK

9' - 0" 16' - 3 3/4"

25' - 0"

134' - 10"

26' - 4"

8' - 6"

Ingénieur - Structure

PAINTED ZONE

60' - 0"

16' - 0"

18' - 0"

12' - 3 3/4"

CONCRETE PAD FOR GARBAGE BINS

Builder

Architecte / Architect

1 A101

Architectes

SITE PLAN MANUFACTURING DETAIL 1/16" = 1'-0"

270 Prince Studio 200 Montréal Québec H3C.2N3 T.514.861.5122 F.514.861.5383 www.rubinrotman.com Copyright / Droit d'auteur

6.6

7.4

7.7

This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

Sceau / Seal

A101

Note: L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions. Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

10' - 0"

HANDRAIL @ 3'-6"

PRECAST LOADINGPANEL GIRT DOOR 1 110' - 0"

Projet / Project

10' - 0"

14' - 0"

8' - 0"

50' - 0"

Tenaquip - Senneville

GROUND FLOOR SLAB 100' - 0"

VAR.

GROUND FLOOR SLAB 100' - 0"

1.3%

20' - 0"

1.9%

22555 Transcanada Senneville, Quebec Titre / Title

SITE PLAN & LOADING DOCK SECTIONS AND DETAILS

5 A101

LOADING DOCK SECTION1 1/8" = 1'-0"

4 A101

LOADING DOCK SECTION 1/8" = 1'-0"

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker Échelle / Scale

As indicated Date

2014-09-04

A101

1 A102

No.

Date

Émis pour / Object

7 8 11

2013-08-08 2013-09-06 2013-11-19

13 14 15

2013-12-18 2014-02-03 2014-02-14

17 18

2014-03-07 2014-05-13

Pricing Revision 1 Pricing Revision 2 Issued for Office Enveloppe Coordination Issued for Office Envelope Pricing Issued for Permit Issued for Office Coordination / Pricing As Indicated Issued for Office Coordination

1 A102 DEDICATED PEDESTRIAN WALK WAY WITH FLOOR MARKINGS

1 A200

1:12 DEDICATED PEDESTRIAN WALK WAY WITH FLOOR MARKINGS

HEATED RAMP, SEE MECHANICAL

24' - 11"

GROUND FLOOR SLAB 100' - 0"

A102 2 A211 +/- 35'-0" ALL RETAINING W

FOR ON I T C U TR S N O C

7' - 8 1/8"

OFFICE - 00 BASEMENT 90' - 0"

E.6

A102

GARAGE RAMP SECTION1 1/8" = 1'-0"

F.3

Ingénieur - Mécanique et électricité

3 A102

HEATED RAMP, SEE MECHANICAL

+/- 35'-0"

RETAINING WALL

GROUND FLOOR SLAB 100' - 0"

G.2

9' - 0"

Ingénieur - Structure

5 G.4

A317

15' - 10 3/4"

1 OFFICE - 00 BASEMENT 90' - 0"

HANDICAP ACCESS RAMP

Builder

1 OFFICE AREA - 3 FLOORS

45714 SF

A102

GARAGE RAMP SECTION 2 1/8" = 1'-0"

Architecte / Architect Architectes 270 Prince Studio 200 Montréal Québec H3C.2N3

14' - 9 1/8"

T.514.861.5122 F.514.861.5383 www.rubinrotman.com Copyright / Droit d'auteur

18' - 0"

Ce dessin est sujet au droit d'auteur. Il ne peut être reproduit pour quelques intentions ou usages que ce soit, il ne peut être utilisé uniquement avec l'apposition de la signature et de l'estampe originale. This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

K Sceau / Seal Note: L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions. Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

K.6

23' - 7 3/4"

Projet / Project

TERRACE 1600 SQ. FT.

3' - 8"

GRASS

5' - 10 1/8"

Tenaquip - Senneville 10

18' - 0"

22555 Transcanada Senneville, Quebec Titre / Title

SITE PLAN - DETAILS 9' - 0" 22

24.7

26.7

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker

2 A102

Échelle / Scale

SITE PLAN & PARKING RAMP DETAILS 1/16" = 1'-0"

As indicated Date

2014-09-04

A102

No.

Date

Émis pour / Object

2014-05-13

Issued for Office Coordination

FOR ON I T C U TR S N O C

2' - 0"

6" DIA. METAL PIPE, PAINTED; FILLED WITH CONCRETE, ROUND CONCRETE AT TOP TO PREVENT COLLECTION OF WATER

3' - 0"

2 A103

DETAIL TYP. - BOLLARDS - SECTION 1" = 1'-0"

Ingénieur - Mécanique et électricité

4 A312

Ingénieur - Structure

3' - 9"

42" GALVANIZED STEEL GUARDRAIL, TYPICAL

Builder

GALVANIZED STEEL GRATING WITH STRUCTURAL SUPPORTS AS REQUIRED

Architecte / Architect

11" TREAD

Architectes 270 Prince Studio 200 Montréal Québec H3C.2N3 T.514.861.5122 F.514.861.5383 www.rubinrotman.com

4" MAX.

36" GALVANIZED STEEL HANDRAIL, TYPICAL

Sceau / Seal Note: L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions. Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

Projet / Project

6" DIA. METAL PIPE, PAINTED; FILLED WITH CONCRETE, ROUND CONCRETE AT TOP TO PREVENT COLLECTION OF WATER

Tenaquip - Senneville 1' - 0"

22555 Transcanada Senneville, Quebec 4

Titre / Title

A312

SITE PLAN - DETAILS 1' - 0"

4' - 0"

1' - 0"

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker

1 A103

WAREHOUSE EXTERIOR STAIR 1" = 1'-0"

Échelle / Scale

1" = 1'-0" Date

2014-09-04

A103

LEGEND:

No.

Date

Émis pour / Object

7 8 10 14 15

2013-08-08 2013-09-06 2013-11-19 2014-02-03 2014-02-14

2014-05-13

Pricing Revision 1 Pricing Revision 2 Issued for Warehouse Construction Issued for Permit Issued for Office Coordination / Pricing Issued for Warehouse Construction Revision 2

RIGID INSULATION

4xW OVERLAP OF INSULATION TO BE 4 TIMES WIDTH OF WALL

2 A110

1.5

2.5

36' - 0"

3.5

36' - 0"

4.5

5.5

36' - 0"

6.5

36' - 0"

7.5

8.5

36' - 0"

9.5

36' - 0"

10.5

36' - 0"

11.5

36' - 0"

13.2

2' - 0"

13.5

14.5

36' - 0"

OVERLAPPING RIGID INSULATION DETAIL 1/2" = 1'-0"

36' - 0"

15.5

16.5

36' - 0"

17.5

36' - 0"

18.5

36' - 0"

19.5

36' - 0"

20.5

18' - 0"

26' - 4"

FOR ON I T C U TR S N O C

2' - 0"

2 1' - 0"

A310

18' - 9"

2 1/2"

A121

A311

18' - 9"

A.5

18' - 9"

A.5

18' - 9"

B.5

1' - 0"

2 1/2"

18' - 9"

B.5

18' - 9" A312

4 A310

18' - 9"

D.5

18' - 9"

D.5

22' - 6"

18' - 9"

A313

Ingénieur - Structure

18' - 9"

A313

18' - 9"

A313 D 4

C.5

18' - 9"

C.5

Ingénieur - Mécanique et électricité

18' - 9"

Builder

E.5

37' - 6"

15' - 0"

E.6

1' - 0" 1 A317

18' - 9" G

2 1/2" 37' - 6"

G.3

1' - 0"

A312

1.5

3' - 2"

A317 1' - 0"

2 1/2" 5

Architecte / Architect

F.8

T.514.861.5122 F.514.861.5383 www.rubinrotman.com

G.4 Copyright / Droit d'auteur

270 Prince Studio 200 Montréal Québec H3C.2N3

G.2

30' - 0"

H.5

Architectes

A316

A311

Sceau / Seal

OVERLAP RIGID INSULATION ON INSIDE AND OUTSIDE OF FOUNDATION WALL BY 4X THE WIDTH OF FOUNDATION WALL, SEE 2/A110

15' - 0"

J.5

Note: L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

30' - 0"

15' - 0"

J.7

1' - 0"

A310

A311

A312

A313

A310

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

30' - 0"

1' - 8"

18' - 9"

K.5

17' - 3"

K.5

1' - 8"

A311

Projet / Project

K.6

18' - 9"

L.5

17' - 3"

36' - 0"

1' - 0" 2 1/2"

F.3

20' - 0 3/4"9' - 11 1/4" 7' - 6"7' - 6" 15' - 0"

F.5

Tenaquip - Senneville

A312

18' - 0"

22' - 0"

14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 10' - 0" 12' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 12' - 0"

20' - 0"

18' - 0"

12' - 0" 14' - 0" 14' - 0"

28' - 0"

14' - 0" 14' - 0" 12' - 0" 10' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0"

28' - 0"

18' - 0"

26' - 4"

2' - 0" 20' - 0" 13' - 4 1/2" 8' - 1 1/2" 21' - 6"

16' - 0"

22555 Transcanada Senneville, Quebec

4' - 0" Titre / Title

2.5

3.5

2 A313

1 A110

FOUNDATION PLAN 1" = 30'-0"

4.5

5.5

6.6

7.4

7.7

8.2

8.6

8.9

9.4

9.7

10.3

10.7

11.2

11.5

11.9

12.4

12.6

13.2

13.5

14.2

14.7

15.2

15.5

15.8

16.4

16.6

17.2

17.7

18.2

18.4

18.7

19.2

20.5

24.7

26.7

WAREHOUSE FOUNDATION PLAN

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker Échelle / Scale

As indicated Date

2014-09-04

A110

1.5

2.5

3.5

4.5

5.5

6.5

7.5

8.5

9.5

10.5

11.5

12.5

13.2

13.5

14.5

15.5

16.5

17.5

18.5

19.5

20.5

No.

Date

Émis pour / Object

3 4 5 6 7 8 10 13 14 15

2013-07-04 2013-07-09 2013-07-16 2013-07-18 2013-08-08 2013-09-06 2013-11-19 2013-12-18 2014-02-03 2014-02-14

18 19

2014-05-13 2014-05-13

Issued for Coordination Issued for Pricing Client Review Issued for Structural Coordination Pricing Revision 1 Pricing Revision 2 Issued for Warehouse Construction Issued for Office Envelope Pricing Issued for Permit Issued for Office Coordination / Pricing Issued for Office Coordination Issued for Warehouse Construction Revision 2

6 1/2"

7' - 3' 3" - 6"

A121

6 1/2"

7' - 3' 3" - 6" 5' -3'3"- 6"

6 1/2"

11"

1' - 0"

11" 5' - 3" 3' - 6"

6 1/2"

3' - 6" 7' - 3"

6 1/2"

3' - 6" 7' - 3"

6 1/2"

7' - 3" 3' - 6"

6 1/2"

3' - 6" 7' - 3"

6 1/2"

3' - 6" 7' - 3"

6 1/2"

1' - 0"

6 1/2"

1' - 0"

A310

FOR ON I T C U TR S N O C

3 A311

A.5

6 1/2"

MECHANICAL OPENINGS PENDING, OPENINGS TO BE A MINIMUM OF 50'-0" FROM AXIS A

B.5

3 C.5

C.5

A132

A313 4

A312 D

A313 4 A310

3 E.5

6 1/2"

3' - 6"

A313

Ingénieur - Mécanique et électricité

D.5

6 1/2"

15' - 6 1/2" 21' - 11 1/2"

8' - 4 1/2"

D.5

Ingénieur - Structure

1 F.5

Builder

6 1/2"

3' - 7 1/2"

19' - 8 3/4"

3' - 3"

11" 3' - 6"

7' - 8 3/4" 2' - 6 1/2"

7' - 10" 5' - 1 1/4"

2' - 0"

Architecte / Architect

A316 Architectes 270 Prince Studio 200 Montréal Québec H3C.2N3

T.514.861.5122 F.514.861.5383 www.rubinrotman.com Copyright / Droit d'auteur

8 1/2"

1' - 0"

6 1/2"

2' - 0" 7' - 7 3/4"

11' - 6 1/2"

2' - 0" 1' - 10"

2' - 6 1/2"

24' - 7 3/4" 1' - 8"

6 1/2"

1' - 8"

6 1/2"

1' - 10"

2' - 6 1/2"

17' - 0 3/4" 6 1/2"

6 1/2"

3' - 6"

L.5

13' - 5 1/2"

J.7 K

4' - 3"

3' - 6"

1 Sceau / Seal

A311 1' - 10 1/2"

2' - 0" 6' - 6 1/2"

6' - 10 1/2"

2' - 0" 6' - 8 3/4"

A317

2' - 6 1/2"

7' - 3" K.5

6' - 10 1/2"

1' - 0 1/2" 3' - 9 1/2"

K.5

37' - 2 1/2"

10' - 10 3/4"

12' - 4 3/4"

3' - 6"

2' - 10 1/2"

6' - 6 1/4"

4' - 6 1/4"

6' - 10 1/2"

6 1/2"

1' - 9"

6' - 0"

J.5

11' - 6"

2' - 0 1/4"

3' - 6"

1' - 6" 1' - 0 1/2"

7' - 10"

A311 J

7' - 10"

2' - 6 1/2"

H.5

1' - 6 1/2" 2' - 6 1/2"

19' - 8 3/4"

17' - 0 3/4"

1.5

3' - 6"

1' - 0"

5' - 9"

G.3

3' - 6" 3' - 0"

Note:

21' - 10"

A310

A311

A312

A313

A310

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

L.5 Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

2' - 0" 3' - 9 1/4"

1' - 0"

A312

7' - 3"

1' - 0"

A312

1' - 0" 26' - 4 1/2"

A317

1' - 0 1/2"

3' - 6"

13' - 10"

3' - 6"

1' - 0"

Projet / Project

2.5

3.5

4.5

5.5

6.6

7.4

7.7

8.2

8.6

8.9

9.4

9.7

10.3

10.7

11.2

11.5

11.9

12.4

12.6

13.2

13.5

14.2

14.7

15.2

15.5

15.8

16.4

16.6

17.2

17.7

18.2

18.4

18.7

19.2

20.5

2 A313

Tenaquip - Senneville 22555 Transcanada Senneville, Quebec Titre / Title

1 A111

Plan - Deck Edge 1" = 30'-0"

WAREHOUSE ROOF DECK EDGE PLAN Dessiné par / Drawn by

No. projet / Project number

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

AT Échelle / Scale

1" = 30'-0" Date

2014-09-04

A111

1' - 2" EDGE OF SLAB

Date

Émis pour / Object

7 11

2013-08-08 2013-11-19

13 14 15

2013-12-18 2014-02-03 2014-02-14

17 18 20 22

2014-03-07 2014-05-13 2014-06-19 2014-08-13

Pricing Revision 1 Issued for Office Enveloppe Coordination Issued for Office Envelope Pricing Issued for Permit Issued for Office Coordination / Pricing As Indicated Issued for Office Coordination Revision Issued for Construction

E.6

ELEV.

21' - 10"

DEPRESSED SLAB EDGE

15' - 0"

98' - 0"

30' - 0"

8' - 2"

1' - 6"

15' - 0"

3' - 8 3/4"

11' - 11 1/4"

E.6

6' - 3 3/4"

12' - 3 1/2"

1' - 2" EDGE OF SLAB

1' - 2"

1' - 2" EDGE OF DECK

ELEV. 100' - 0'' FNDN WALL

No.

F.3

30' - 0"

11' - 6 1/4"

F.8

15' - 0"

15' - 7 3/4"

F.3

FOR ON I T C U TR S N O C

1' - 2"

A317 3 1/2"

15' - 2 5/8"

4' - 0"

7 3/4"

9' - 11 1/4"

16' - 0"

18' - 0"

1' - 11 3/8"

Ingénieur - Structure

1' - 0"

1 A115 ELEV.

100' - 0" H.5

FLOOR SLAB 9"

24' - 2 3/4"

Builder

1' - 3"

11' - 11 1/4"

10"

15' - 0" 11' - 6 1/4"

30' - 0"

J.5

9' - 6 3/4"

15' - 0"

1' - 3" EDGE OF SLAB 8' - 5"

15' - 0"

11' - 6 1/4" J.7

270 Prince Studio 200 Montréal Québec H3C.2N3 T.514.861.5122 F.514.861.5383 www.rubinrotman.com

1' - 2"

1' - 3" EDGE OF DECK

Architecte / Architect Architectes

15' - 7 3/4"

15' - 0"

16' - 0 1/4"

J.5

5' - 11 1/4"

W 24X76

5' - 9 1/2"

5' - 1 1/2"

15' - 0"

12' - 3 1/2"

A324

ELEV.

30' - 0"

9 3/8"

Ingénieur - Mécanique et électricité

99' - 3"

5' - 1 3/4"

9' - 10 1/4"

1' - 0"

A155

182' - 4"

9' - 10 3/4"

G.4

9' - 9 1/2"

15' - 0"

18' - 0"

ELEV. 120' - 0'' FLOOR SLAB

11' - 5"

20' - 0 3/4"

9' - 9 1/2" 8' - 8"

11' - 5"

2' - 11 1/2"

20' - 0 3/4"

G.4

2' - 1 3/8"

A317 3 1/2"

1' - 0 3/4"

6 1/4" 3' - 5 3/4" 7 3/4"

G.2

9' - 11 1/4"

1' - 6"

1' - 0 3/4"

G.2

J.7

This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

5" Sceau / Seal

Note:

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

30' - 0"

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

1' - 5 3/4" EDGE OF DECK

20' - 0"

13' - 4 1/2"

8' - 1 1/2"

21' - 6"

16' - 0"

4' - 0"

85' - 1 1/2"

24.7

26.7

1' - 2" EDGE OF SLAB

1' - 2" EDGE OF DECK

Projet / Project

1' - 2" EDGE OF SLAB

K.6

10"

1' - 2"

7 3/4" EDGE OF DECK

20' - 0"

13' - 4 1/2"

8' - 1 1/2"

21' - 6"

16' - 0"

K.6

Tenaquip - Senneville

4' - 0"

22555 Transcanada Senneville, Quebec

1' - 2" EDGE OF SLAB

24.7

26.7

Titre / Title

SLAB & DECK EDGE - OFFICE RDC AND SECOND FLOOR 2 A112

OFFICE - DECK EDGE PLAN - 02 SECOND FLOOR 3/32" = 1'-0"

1 A112

OFFICE - SLAB EDGE PLAN - 01 GROUND FLOOR 3/32" = 1'-0"

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker Échelle / Scale

3/32" = 1'-0" Date

2014-09-04

A112

1' - 2" EDGE OF DECK

2013-08-08 2013-10-01 2013-11-19

13 14 15

2013-12-18 2014-02-03 2014-02-14

18 20 22

2014-05-13 2014-06-19 2014-08-13

Pricing Revision 1 Issued for Coordination Issued for Office Enveloppe Coordination Issued for Office Envelope Pricing Issued for Permit Issued for Office Coordination / Pricing Issued for Office Coordination Revision Issued for Construction

1' - 2"

6 1/4"

1' - 5" 7 3/4"

E.6

15' - 0"

7 3/4"

15' - 0"

2' - 9 1/4"

3' - 8 3/4"

11' - 11 1/4"

FOR ON I T C U TR S N O C

15' - 0"

12' - 3 1/2"

6' - 3 3/4"

15' - 0"

11' - 6 1/4"

F.8

7' - 6"

30' - 0"

15' - 7 1/2"

F.3

15' - 0"

F.3

5' - 10 5/8"

6' - 3 3/4"

2' - 4"

10' - 11 1/2"

6 1/4"

7 9 11

11" 1' - 0"

11' - 11 1/4"

2' - 4"

Émis pour / Object

2' - 7"

E.6

3' - 8 3/4"

12' - 3 1/2"

Date

1' - 0"

4' - 11 1/2"

1' - 2 1/4"

No.

7' - 6"

11 7/8"

10' - 4 1/4"

3 1/2"

5' - 3 3/4"

A317

15' - 10 3/4"

3 1/2"

11' - 5"

9' - 11 1/4"

5 G.4

A317

6 1/4"

Ingénieur - Mécanique et électricité

5' - 7 1/4"

1' - 0 3/4"

G.2

9' - 11 1/4"

G.2

G.4

1' - 2"

9' - 9 1/2"

5 1/4"

20' - 0 3/4"

19' - 10 3/4"

18' - 0"

1' - 5 1/2"

18' - 0"

A133

20' - 0 3/4"

Ingénieur - Structure

1' - 0" 12' - 3 1/2"

15' - 8"

Builder

30' - 0"

11' - 11 1/4"

9' - 10 1/4"

1' - 0"

ELEV. 136' - 0''

1' - 4" ELEV. 150' - 0'' TO TOP OF STEEL

12' - 3 1/2"

9' - 6 1/4"

1' - 4"

4' - 1 1/2"

6 1/2"

1' - 3 1/4"

4' - 0"

12' - 2 1/4"

5' - 1 1/2"

Architectes 270 Prince Studio 200 Montréal Québec H3C.2N3

5' - 11 1/2"

T.514.861.5122 F.514.861.5383 www.rubinrotman.com

15' - 7 1/2"

2 1/2"

21' - 7 3/4"

21' - 10 1/4"

ELEV. 151' - 1 1/2'' TO TOP CONC. LANDING BY STAIR MANUF.

5' - 11"

30' - 0"

5 1/2"

5' - 9 1/2"

5' - 1 1/2"

Architecte / Architect

11' - 6 1/4"

J.7

Sceau / Seal

11' - 6 1/4"

Note:

8' - 5"

8' - 1 3/4"

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

Projet / Project

1' - 0"

30' - 0"

15' - 10 1/4"

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

1' - 0"

2' - 0"

2 A113

20' - 0"

13' - 4 1/2"

8' - 1 1/2"

24.7

OFFICE - DECK EDGE PLAN - 04 ROOF PLAN 3/32" = 1'-0"

12' - 4 1/4"

9' - 1 3/4"

25.6

16' - 0"

4' - 0"

26.7

Tenaquip - Senneville

2' - 7" 1' - 2"

1' - 6 1/4" EDGE OF DECK

K.6

20' - 0" 1' - 5 3/4" EDGE OF DECK

2' - 9 1/4"

1 A113

13' - 4 1/2"

8' - 1 1/2"

21' - 6"

16' - 0"

6 1/4"

2' - 9 1/4"

7 3/4"

1' - 2 1/4"

4' - 0"

22555 Transcanada Senneville, Quebec

K.6

7 3/4" Titre / Title

24.7

OFFICE - DECK EDGE PLAN - 03 THIRD FLOOR 3/32" = 1'-0"

26.7

DECK EDGE - OFFICE THIRD FLOOR AND ROOF Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker Échelle / Scale

3/32" = 1'-0" Date

2014-09-04

A113

No.

Date

Émis pour / Object

13 14 15

2013-12-18 2014-02-03 2014-02-14

18 20 22

2014-05-13 2014-06-19 2014-08-13

Issued for Office Envelope Pricing Issued for Permit Issued for Office Coordination / Pricing Issued for Office Coordination Revision Issued for Construction

FOR ON I T C U TR S N O C

26.7

Ingénieur - Mécanique et électricité

6 1/2" 6"

1' - 7 3/8" 6"

TOP OF CURB 100'-5 1/2"

1' - 4 1/8"

1' - 7 3/8"

G.4

2' - 11 1/2"

Ingénieur - Structure

1' - 2" EDGE OF SLAB

4' - 1 1/2" SLAB DEPRESSION

Builder

6' - 6"

1 A315

FLOOR SLAB 100'-0"

FLOOR SLAB 99'-3"

Architecte / Architect Architectes

15' - 11 3/8"

SLOPE 1"

270 Prince Studio 200 Montréal Québec H3C.2N3 T.514.861.5122 F.514.861.5383 www.rubinrotman.com Copyright / Droit d'auteur

4 A324

Sceau / Seal Note: L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

1' - 0 1/2" 4 A140

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

TOP OF CURB 100'-5 1/2"

1' - 6"

Projet / Project

Tenaquip - Senneville

22555 Transcanada Senneville, Quebec Titre / Title

SLAB EDGE DETAILS

1 A115

SLAB EDGE DETAIL AT ENTRANCE 1/2" = 1'-0"

Dessiné par / Drawn by

No. projet / Project number

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

MM Échelle / Scale

1/2" = 1'-0" Date

2014-09-04

A115

36' - 0"

3.5

36' - 0"

4.5

5.5

36' - 0"

3' - 6 1/2"

7.5

36' - 0"

8.5

36' - 0"

CROSSBRACING

10.5

36' - 0"

11.5

36' - 0"

12.5

36' - 0"

13.2

2' - 0"

13.5

14.5

36' - 0"

15.5

36' - 0"

8 A400

A400 CROSSBRACING

W062

W060

CROSSBRACING

17.5

36' - 0" 9' - 9"

W061

16.5

36' - 0"

9' - 0"

NO RACKING AT SPRINKLER HEADERS

A310

9.5

36' - 0"

9' - 0"

18' - 9"

6.5

W063

18.5

36' - 0"

NO RACKING AT SPRINKLER HEADERS

148 Flammable Liquids

19.5

36' - 0"

DEPRESSED SLAB @ 99'-6"

36' - 0"

20.5

18' - 0"

A400

CROSSBRACING

18' - 9"

A.5

W148

CAGED AEROSOL STORAGE

18' - 9"

A311

W132

132 DIESEL STORAGE 2HR FIRE RATING

W133

1HR FIRE RATING

18' - 4"

1HR FIRE RATING

37' - 6"

18' - 9"

B.5

C.5

W068

9' - 4 1/2"

7' - 3"

18' - 9" 18' - 9"

A313 4

A.5

A312

Ingénieur - Mécanique et électricité

A200 30 CHARGING STATIONS

8' - 7 1/2"

3 A313

37' - 6"

A310

D.5

2 A211 E Ingénieur - Structure

22' - 6"

11' - 6"

E.6 WALL AND COLUMNS TO BE FIRE RATED 1HR, COLUMNS CAPPED WITH 2 LAYERS 1/2" ON EITHER SIDE.

37' - 6"

WALL TO BE FIRE RATED 1HR UP TO GIRT #3, 128'-0'' (72%, SEE ELEVATION 1/A201)

5 30' - 0"

18' - 9" 18' - 9"

W140b

A400 UP

1 CROSSBRACING

A317

18' - 9"

ELEV.

30' - 0"

CROSSBRACING

F.3

100' - 0"

Builder

F.8

2 A312

G.2

7' - 6"

W140a

5 17

130 WAREHOUSE

BOLLARDS, 4 PER DRIVE-IN DOOR, TYPICAL

10' - 0" 3' - 6"

A201 10'x14', 45min FIRE RATING REQUIRED

15' - 0" J.5

100' - 0"

15' - 0"

W135

A311 7' - 0"

W140d

CROSSBRACING

17' - 0" 5' - 0"14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0"

14' - 0"

W137a

W046

A400

5' - 0" UP

W033

18' - 9"

W145

W040

UP REF. REF.

A311

A310

8' - 7 1/2"

W037

W036

W035

W032

W034

W031

W030

W029

W028

W027

5' - 0"

BOLLARDS

TOP OF RETAINING WALL @ 99'-11''

W026

W025

CAGED UPS AREA

14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0"

22' - 0"

14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 7' - 0" W004

W011

W003

W002

36' - 0"

18' - 0"

J.5

T.514.861.5122 F.514.861.5383 www.rubinrotman.com Copyright / Droit d'auteur

W001 K

W019

W137

W018

W017

W016

W015

W014

W013

W012

55' WIDE DOLLY PAD AT LOADING DECK, SEE STRUCTURE

W009

BOLLARDS

A103

W006

W005

BOLLARDS, 4 PER DRIVE-IN DOOR, TYPICAL

13' - 7 3/4"

10' - 0"

13' - 2" 3 4

SLOPE

TOP OF RETAINING WALL @ 99'-11''

A313

A310

Note: L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

UP K.6

A316

100 EXTERIOR

A312

W007

A400 A103

55' WIDE DOLLY PAD AT LOADING DECK, SEE STRUCTURE

W008

4' - 0"

A311

W010

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

2 A123

A312

Projet / Project

5 A200

W141

36' - 0"

13' - 2"

1 W141a

36' - 0"

8' - 10 1/2"

11' - 0"

A200

W142

H.5

CROSSBRACING

7' - 0"

9' - 0"

BOLLARDS

1 A103

L.5

W140

W038

L.5

W039

3' - 9"

W142a

CROSSBRACING

9' - 1 1/2"

W136

55' - 0"

12' - 0"

17' - 3"

W144 W047 12'x14'

A172

CROSSBRACING

K.5

A122 A172 W143

A122

270 Prince Studio 200 Montréal Québec H3C.2N3

Sceau / Seal

W041

W042

.45'-0"

18' - 9"

3 1

10'x14'

K BOLLARDS, 4 PER DRIVE-IN DOOR, TYPICAL

A316

SPRAYED FIREPROOFING, MIN. 2 HR FIRE RESISTANCE ROOF STRUCTURE AND SUPPORTING COLUMNS IN THIS ZONE

W134

5' - 0"

CROSSBRACING

7' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0"

K.5

Architecte / Architect

A400

ELEV.

G.4

Architectes

W140c

30' - 0"

WALL TO BE FIRE RATED 1HR UP TO GIRT #3, 128'-0'' (72%, SEE ELEVATION 3/A200, 1/A201)

30' - 0"

1.5

A317

140 MANUFACTURING

30' - 0"

14 A400

30' - 0"

37' - 6"

30' - 0"

FOR ON I T C U TR S N O C

138 SPRINKLER RM

W138

F.5

17' - 3"

397' - 6"

2014-06-19 2014-08-13 2014-09-03 2014-09-10

133 DN GENERATOR ROOM

26' - 4"

W048

E.5

20 21 23 25

A313

H.5

2014-03-07 2014-05-13 2014-05-13

W131

W059

D.5

G.3

17 18 19

Issued for Discussion Issued for Coordination Issued for Coordination Issued for Pricing Client Review Issued for Structural Coordination Pricing Revision 1 Pricing Revision 2 Issued for Warehouse Construction Revision Issued for Permit Issued for Office Coordination / Pricing As Indicated Issued for Office Coordination Issued for Warehouse Construction Revision 2 Revision Revision Revision Revision

1HR FIRE RATING

C.5

2013-06-25 2013-06-28 2013-07-04 2013-07-09 2013-07-16 2013-07-18 2013-08-08 2013-09-06 2013-11-19 2013-12-18 2014-02-03 2014-02-14

131 ELECT. ROOM

CROSSBRACING

1 2 3 4 5 6 7 8 10 12 14 15

COLLISION PROTECTION BOLLARDS AND 8'-2" X 8'-2" TRANSFORMER PAD

2' - 0"

CROSSBRACING

Émis pour / Object

23' - 10"

18' - 9"

B.5

26' - 4"

A122

W064

Date

A121

18' - 0"

7' - 9"

STORAGE AREA WITH MEZANINE ABOVE BY TENAQUIP

A121

2HR FIRE RATING

37' - 6"

2.5

37' - 6"

1' - 7 1/2"

1.5

2 A201

11' - 9" 14' - 0" 11' - 9"

3 A201

No.

18' - 0"

22' - 0"

14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 10' - 0"12' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 12' - 0"

20' - 0"

18' - 0"

12' - 0" 14' - 0" 14' - 0"

28' - 0"

14' - 0" 14' - 0" 12' - 0" 10' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0"

28' - 0"

18' - 0"

26' - 4"

22' - 0"

21' - 6"

16' - 0"4' - 0"

A400

2.5

3.5

4.5

5.5

6.6

7.4

7.7

8.2

8.6

8.9

9.4

9.7

10.3

10.7

11.2

11.5

11.9

12.4

12.6

13.2

13.5

14.2

14.7

15.2

15.5

15.8

16.4

16.6

17.2

17.7

18.2

18.4

18.7

19.2

20.5

24.7

26.7

Tenaquip - Senneville

22555 Transcanada Senneville, Quebec

A313 3

A200

Titre / Title

OVERALL GROUND FLOOR PLAN

1 A121

1 A120

REZ-DE-CHAUSSEE 1" = 30'-0"

Dessiné par / Drawn by

No. projet / Project number

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

AT Échelle / Scale

1" = 30'-0" Date

2014-09-04

A120

1.5

2.5

3.5

4.5

5.5

6.5

7.5

8.5

9.5

10.5

11.5

12.5

13.2

13.5

14.5

15.5

16.5

17.5

18.5

19.5

20.5

No.

Date

Émis pour / Object

3 4 6 7 8 10 14 15

2013-07-04 2013-07-09 2013-07-18 2013-08-08 2013-09-06 2013-11-19 2014-02-03 2014-02-14

2014-05-13

2014-09-10

Issued for Coordination Issued for Pricing Issued for Structural Coordination Pricing Revision 1 Pricing Revision 2 Issued for Warehouse Construction Issued for Permit Issued for Office Coordination / Pricing Issued for Warehouse Construction Revision 2 Revision

7' - 3"

3' - 6"

7' - 3"

3' - 6"

7' - 3"

3' - 6"

7' - 3" 7' - 3" 3' - 6"

9' - 3"

3' - 6"

7' - 3" 5' - 3" 3' - 6"

3' - 6"

3' - 6" 7' - 3"

7' - 3"

7' - 3" 3' - 6"

3' - 6"

3' - 6" 7' - 3"

7' - 7 1/2"

2 A310

3' - 6" 7' - 3" 6' - 0"

FOR ON I T C U TR S N O C

3 3/4"

STORAGE ABOVE FLAMMABLE LIQUIDS ROOM

3' - 6"

4' - 0"

A311

3' - 6"

20' - 4 3/4"

A.5

A121

A.5

7' - 7 1/2"

ELEV.

113' - 0" TOP OF CONC.

B.5

7' - 7 1/2"

B.5

3' - 6"

C.5

A312

A313 D 4

D Ingénieur - Mécanique et électricité

A313 4 A310

3' - 6"

3 A313

Ingénieur - Structure

6' - 10 1/2"

E.5

D.5

7' - 7 1/2"

3' - 6"

D.5

E.6

1 F.5

A317

G.2

G.3

5 G.4

A317 1.5

3' - 6" 5' - 9"

1 H

Builder

3' - 6"

A312

F.8

3' - 0"

F.3

Architecte / Architect

Architectes

A316

270 Prince Studio 200 Montréal Québec H3C.2N3

H.5

T.514.861.5122 F.514.861.5383 www.rubinrotman.com

A311 J

6' - 10 1/2" 3' - 6"

J.5

DN 12 J.7

A400

3' - 6"

3' - 3"

7' - 3"

3' - 6"

4' - 3"

K.5

Sceau / Seal

12' - 0"

3' - 6"

Note:

11' - 5"

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

A311 K.6

3' - 9"

This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

3' - 6"

A400 K.5

A310

A311

A312

A313

A310

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

9' - 0"

13' - 10"

3' - 6"

7' - 3" 3' - 6"

2.5

1 A312

4' - 5 1/8"

6' - 10 1/2" 3' - 6"

L.5

3.5

4.5

Projet / Project

6.6

7.4

7.7

8.2

8.6

8.9

9.4

9.7

10.3

10.7

11.2

11.5

11.9

12.4

12.6

13.2

13.5

14.2

14.7

15.2

15.5

15.8

16.4

16.6

17.2

17.7

18.2

18.4

18.7

19.2

20.5

24.7

26.7

Tenaquip - Senneville

2 A313

22555 Transcanada Senneville, Quebec Titre / Title

PLAN CUT AT WINDOWS 1 A120A

REZ-DE-CHAUSSEE 1" = 30'-0"

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker Échelle / Scale

1" = 30'-0" Date

2014-09-04

A120A

1.5

2.5

3.5

4.5

5.5

A313

E.5

18' - 9" 18' - 9"

WALL TO BE FIRE RATED 1HR UP TO GIRT #3, 128'-0'' (72%, SEE ELEVATION 1/A201)

18' - 9" A312

WALL TO BE FIRE RATED 1HR UP TO GIRT #3, 128'-0'' (72%, SEE ELEVATION 3/A200, 1/A201) G.3

13' - 0"

27' - 4 1/2"

AUDITORIUM 101' - 8"

Ingénieur - Mécanique et électricité

1.5

W140c

Ingénieur - Structure

W140a

7' - 6"

15' - 0"

GROUND FLOOR SLAB 100' - 0"

140 MANUFACTURING

H.5

15' - 0"

H.5

SECTION AT FLAMMABLE LIQUID STORAGE 1/4" = 1'-0"

Builder

15' - 0" 17

W140d J.5

15' - 0"

J.5

16.5

1' - 6" 10' - 0" 3' - 6"

8' - 6"

244' - 6"

17.5

Architecte / Architect

W046

W042

16' - 9 1/2"

17' - 3"

A122 W047 42

3' - 9"

W143 W144

K.5

Sceau / Seal

Note:

A121 W142a

18' - 9"

38' - 0 1/4"

L.5

4' - 11" 17' - 3"

8' - 0"

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

UP REF. REF.

8' - 7 1/2"

5' - 1"

W145

5.1%

ELEV.

99' - 6"

RAMP UP

9' - 9"

2HR FIRE RATING

1' - 11 1/2"

12' - 0" 1' - 6"

CROSSBRACING

T.514.861.5122 F.514.861.5383 www.rubinrotman.com

A311

K.5

148 Flammable Liquids

270 Prince Studio 200 Montréal Québec H3C.2N3

9' - 9"

18' - 0"

18' - 9"

18' - 0"

Architectes

W140

CROSSBRACING

4' - 7 3/4"

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

L.5

W142

W141a

A313

A312 Projet / Project

W148

ELEV.

CTION NSTRU O C R O NOT F

100' - 0"

FOR N O I T A N DI R O O C

100' - 0"

G.3

STRUCTURAL COLUMNS AND ROOF STRUCTURE SUPPORTING MEZZANINE ABOVE TO BE FIRE RATED 2HR

2014-06-19 2014-09-10

CROSSBRACING

10' - 1 1/2"

18' - 0"

20 25

ELEV.

FLAMMABLE LIQUIDS ROOM

3' - 8 1/4"

2014-03-07 2014-05-13

F.5

17 19

Issued for Discussion Issued for Coordination Issued for Coordination Issued for Pricing Client Review Issued for Structural Coordination Pricing Revision 1 Pricing Revision 2 Issued for Warehouse Construction Issued for Permit Issued for Office Coordination / Pricing As Indicated Issued for Warehouse Construction Revision 2 Revision Revision

WALL AND COLUMNS TO BE FIRE RATED 1HR, COLUMNS CAPPED WITH 2 LAYERS 1/2" ON EITHER SIDE.

F.5

2HR FIREPROOFING

A121

2013-06-25 2013-06-28 2013-07-04 2013-07-09 2013-07-16 2013-07-18 2013-08-08 2013-09-06 2013-11-19 2014-02-03 2014-02-14

17.5

1 2 3 4 5 6 7 8 10 14 15

E.5

Émis pour / Object

W140b

8' - 7 1/2"

5" CONCRETE ON STEEL DECK, STRUCTURE TO BE FIRE RATED 2HR

Date

18' - 9"

No.

W141

9' - 1"

A.5

2' - 5" 36' - 0"

18' - 0"

Tenaquip - Senneville

180' - 0"

22555 Transcanada Senneville, Quebec 2

2.5

3.5

4.5

5.5

6 Titre / Title

MANUFACTURING ENLARGED PLAN AND FLAMMABLE LIQUIDS STORAGE ROOM PLAN

2 A121

FLAMMABLE LIQUID STORAGE ROOM PLAN 3/16" = 1'-0"

1 A121

REZ-DE-CHAUSSEE 1/16" = 1'-0"

Dessiné par / Drawn by

No. projet / Project number

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

AT Échelle / Scale

As indicated Date

2014-09-04

A121

5.5

18' - 0" 3' - 9"

13.2

13.5

18' - 0"

5' - 0"

2' - 0"

13' - 8 1/2"

5' - 8"

2' - 9 3/4"

8' - 3 3/4"

6' - 10 1/2"

15' - 5 1/2"

3' - 3"

18' - 0"

2' - 6 1/2"

4' - 3 1/2"

No.

Date

Émis pour / Object

1 2 3 4 5 6 7 8 10 12 13 14 15

2013-06-25 2013-06-28 2013-07-04 2013-07-09 2013-07-16 2013-07-18 2013-08-08 2013-09-06 2013-11-19 2013-12-18 2013-12-18 2014-02-03 2014-02-14

17 19

2014-03-07 2014-05-13

20 21 23

2014-06-19 2014-08-13 2014-09-03

Issued for Discussion Issued for Coordination Issued for Coordination Issued for Pricing Client Review Issued for Structural Coordination Pricing Revision 1 Pricing Revision 2 Issued for Warehouse Construction Revision Issued for Office Envelope Pricing Issued for Permit Issued for Office Coordination / Pricing As Indicated Issued for Warehouse Construction Revision 2 Revision Revision Revision

5' - 4 3/4"

6' - 9 3/4"

323 STAIR

LADDER WITH CAGE ABOVE AT 7'-10"

9' - 7 1/4"

5' - 0"

18' - 9"

W072

ELEV.

STRUCTURAL STEEL TO BE PROTECTED AGAINST HYDROCARBON FIRE ACCORDING TO FM STANDARDS

5' - 1"

7' - 2 1/4"

6' - 1"

5' - 1"

4' - 5"

2' - 5"

7' - 1"

9' - 0"

10' - 0"

9' - 0"

ABOVE

13.2

5.5

18' - 0"

Ingénieur - Mécanique et électricité

6 5/8"

18' - 3 7/8"

135 W.C. WOMEN

11 3/4"

1HR ULC GYPSUM AROUND COLUMNS TYP.

100' - 0"

4' - 6"

2' - 3 1/4"

This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

ELEV.

Note:

36a

3' - 9 3/4" 24' - 7 5/8"

16' - 6 1/8"

W141a 05

6' - 5"

4' - 6 1/2"

17' - 2 7/8"

141 VESTIBULE

7 A400

2' - 7"

9' - 0" (R.O. 9'-1") 7'-0"x 3'-0" FOOT GRILL

2' - 5"

MANUFACTURING GROUND FLOOR PLAN 3/16" = 1'-0"

18' - 0"

11 3/4"

W141

6' - 5"

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

36a

2' - 2" 4'-0"x 3'-0" FOOT GRILL

Projet / Project

36a

8' - 0 5/8" 42

6' - 10" W136

136 W.C.

42 36a

4' - 3 1/2"

11' - 1 1/2"

Tenaquip - Senneville

W137

4' - 5 1/4"

7' - 0"

4' - 7 3/4"

3' - 0"

W137a

5' - 0 1/2"

05a

144 CAFETERIA

3' - 0"

3'-0" x 3'-0" FOOT GRILL

2' - 9 5/8"

WINDOW, 50"H x 36"W

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

J.5

9' - 0" (R.O. 9'-1")

13' - 8 1/8"

A122

134 W.C. MEN

100' - 0"

22555 Transcanada Senneville, Quebec

9' - 0" M

10' - 10 1/4"

MECHANICAL / ELECTRICAL / SPRINKLER ROOMS 3/16" = 1'-0"

4' - 6 1/4"

10' - 6"

L.5

26' - 3 5/8"

13' - 8"

W138

T.514.861.5122 F.514.861.5383 www.rubinrotman.com

W134

36a

ELEV.

W142

270 Prince Studio 200 Montréal Québec H3C.2N3

Sceau / Seal

05a

03a

2' - 7"

7' - 1 3/4"

REF.

16a

Architectes

25' - 5 3/4"

5' - 4"

11' - 1 1/2"

30' - 0"

REF.

2' - 5" Dr

W135

10' - 6"

03a

6' - 3 7/8"

4' - 3 1/2"

9' - 0 5/8"

7' - 3"

7' - 7 7/8"

142 W.C. & LOCKERS MEN

ROOM TO BE 1HR F.R.

6' - 10"

A601

03a

05a

16a

6' - 6 7/8"

3' - 0"

145 W.C.

Architecte / Architect

4' - 2 1/2"

A704

5' - 2 3/4"

143 VESTIBULE

W145

7' - 4 3/8"

18' - 0"

3' - 3"

B.5

18' - 0"

05a

16a

13.5

13' - 6 1/4"

142 W.C. & LOCKERS MEN

13.2

A400

6' - 8 3/4"

8' - 9 3/8"

8' - 10 1/8"

6' - 2 7/8"

1' - 7 3/4"

W144

9' - 9"

W142a

A703

1 A400

3' - 5"

1' - 0"

4' - 6"

1' - 3 3/4"

34' - 7 3/4"

8 1/2"

SHIPPING & RECEIVING MEZZANINE 3/16" = 1'-0"

Builder

18' - 0"

W143

23' - 10"

20' - 10"

SPRAY STRUCTURE @ LOUVERS WITH URETHANE

KOHLER GENERATOR 1250REOZMD

9' - 1 3/4"

13.5

9' - 8 3/8"

A122

1HR ULC GYPSUM AROUND COLUMNS TYP.

A122

2' - 6 1/2"

MANUFACTURING MEZZANINE 3/16" = 1'-0"

10' - 1"

3' - 11 1/2"

6' - 5"

10' - 8 3/8"

WINDOW

138 SPRINKLER RM

9' - 0"

R.O. 9'-1"

26' - 4"

2' - 6"

Ingénieur - Structure

11' - 5 1/4"

10' - 9 3/4"

W133

7' - 3"

R.O. 9'-1"

7' - 4"

3' - 6"

1' - 7"

9' - 4 3/4"

7' - 0"

A122

ROOM TO BE 1HR F.R.

8' - 1 1/4"

8' - 1 1/4" K

4' - 5 1/4"

1' - 4 1/2"

30' - 4 7/8"

17' - 3"

9' - 0"

145A CONF. RM.

ROOM TO BE 2HR F.R.

133 GENERATOR ROOM

110' - 0"

7' - 3"

A.5

ELEV.

2' - 0 1/4"

16a

132 DIESEL STORAGE

STRUCTURAL STEEL TO BE PROTECTED AGAINST HYDROCARBON FIRE ACCORDING TO FM STANDARDS

W069

2' - 4 1/2"

4' - 11 3/4"

HORIZONTAL DOUBLE WALL DAY TANK (2365L)

5' - 2 3/4"

HORIZONTAL DOUBLE WALL DAY TANK (2365L)

14' - 7 1/2"

FLOOR LVL 99'-4" RAMP 13.3%

14' - 10 1/2"

27' - 0 1/2" W132

5' - 0"

ABOVE

LADDER WITH CAGE ABOVE AT 7'-10"

L.5

W073 5'-0" X 4'-0" WINDOW WITH PAINTED STEEL FRAME @ 3'-0" F.F. TYPICAL

A703

9 1' - 10 1/4"

WINDOW

W131

A703

R.O. 9'-1"

11' - 5 1/4"

145 OFFICE

ROOM TO BE 1HR F.R.

6' - 0"

131 ELECT. ROOM

FOR ON I T C U TR S N O C

J.5

3' - 10"

18' - 9 1/4"

8 1/2"

26' - 8 3/4"

04a

112' - 0"

320 OFFICE 25' - 6 1/4"

8' - 2"

1' - 0"

4' - 1"

146 WC

4' - 1"

3' - 10 1/4"

W071 21

5'-0" X 4'-0" WINDOW WITH PAINTED STEEL FRAME @ 3'-0" F.F. TYPICAL

Titre / Title

MANUFACTURING & SHIPPING PLANS

13 A400

A400

1 A122

Dessiné par / Drawn by

No. projet / Project number

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

SHIPPING & RECEIVING GROUND FLOOR 3/16" = 1'-0"

Échelle / Scale

3/16" = 1'-0" Date

2014-09-04

A122

A324

A401

A317

4 A401

8' - 1 1/2"

12' - 2 1/2"

119 CORRIDOR

ES101

101

9' - 0" 9' - 0"

A314

106a

3 102

103 KITCHEN

UP UP

39' - 7"

106c

9' - 0" 9' - 0"

A401

ES101 STAIRCASE

J.5

5' - 9 3/4"

3 A400

J.7

A401

2' - 7"

8' - 5"

A316

9' - 11 1/4"

10' - 2 1/2"

1' - 0 3/4"

10' - 6"

19' - 9 1/2"

180' - 0"

18' - 0"

19' - 0"

20' - 0 3/4"

T.514.861.5122 F.514.861.5383 www.rubinrotman.com

004 004 STORAGE

20' - 5 1/4"

A401

This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

J.7

A500

Sceau / Seal

Note: L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

9' - 0"

90' - 0"

A314

9' - 0"

20' - 0"

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

Projet / Project

9' - 0"

41' - 1 3/4"

A316

Tenaquip - Senneville

K.6

22555 Transcanada Senneville, Quebec

105

A315

A402

A316

A401

A315

A316

Titre / Title

A401 2' - 0"

20' - 0"

13' - 4 1/2"

1' - 0 3/4"

A314

K.6

4' - 11 1/2"

270 Prince Studio 200 Montréal Québec H3C.2N3

6. Tile walls to be porcelain ceramic. Color and texture TBD.

A314

1' - 6"

7' - 11"

13' - 5 1/4"

Architectes

14a

1 30' - 0"

30' - 0" 3' - 7"

105a 6' - 4 1/2"

10' - 5"

Architecte / Architect

105 EXIT

8' - 1 1/4"

4' - 3 1/2"

106 6' - 0"UP

ES001

ES001 STAIRCASE

ELEV.

90' - 0"

Builder

ELEV.

4' - 3" 25' - 0 1/2"

106' - 8"

005

36a

Ingénieur - Structure

2. All partitions shall receive one coat of prime paint and a minimum of two finish paint coats.

5. Acoustically rated partitions will be fully sealed with acoustic sealant around penetrations through partition and at abutting construction. Sound rated partitions to have acoustic fiberglass insulation. STC rating soundproof partitions shall extend slab-to-slab including drywall on one face.

007

Ingénieur - Mécanique et électricité

A142

1. Partitions shall be comprised of gypsum board with metal stud framing set at uniform widths. Gypsum board seams are to be joined with seam tape, coated with multiple layers of joint compound built-up to a flat and level face finish, and sanded smooth for paint application. Where applicable, seams in double layer GWB to be staggered so 1st layer seams are fully covered, both horizontally and vertically. Provide insulation where indicated on the drawings.

4. Partitions around conference rooms and copy rooms will extend from floor to deck above the finished ceiling with sound batts (achieve minimum STC rating of 45-50).

A314

3' - 0"

12' - 2 1/2"

003 SAS

104 CAFETERIA

006

14a

104

ELEV.

001 GARAGE

A314

003

9' - 0"

30' - 0"

21' - 4 1/4"

A141

15' - 0"

106 AUDITORIUM

A314

- All walls around openings (atrium, stairwells, shaft..) to be built in accordance to the NBC - loads on walls acting as guards.

3. All partitions between offices will extend to deck above with sound insulation batts in the stud cavity and an acoustical seal between partition and finished ceiling (achieve minimal STC rating of 40). Sound batts to be laid on the ceiling 2’-0” full extent of sidewall.

14a

15' - 0"

4' - 0 3/4"

2 UP

HWT

3' - 0"

J 14

005 JANITOR RM

A500

5' - 5" 3"

32' - 7 1/4"

FOR ON I T C U TR S N O C

- All steel sud partitions with STC ratings shall have stud cavity completely filled with mineral wood batt insulation and to have continuous acoustic seallant bead between gypsum board and all adjacent surfaces.

b) Water Resistant Drywall Partitions: All toilets rooms, janitor closets and other areas subject to water or moisture to receive water resistant drywall. Drywall partitions with Ceramic Tile: All vertical surfaces to receive ceramic tile to be Duro-Rock.

A314

YELLOW PAINTED SAFETY ZONE

9' - 9 1/2"

9' - 0"

15' - 0"

14a

9' - 7"

10' - 1 3/4"

106A PHOTO STUDIO

5' - 10"

007 MECH. RM

A314

106b

A403

15' - 0" 7' - 6"

9' - 0"

102 CORRIDOR

6' - 2"

4' - 0 1/2"

006 ELECT. RM 49

49 14

4' - 10 1/2"

A502

1' - 0"

5 A316

7' - 6"

9' - 0"

30' - 0"

3' - 0"

1' - 1 1/4"

A315

49c

1' - 0"

118 ELECT. ROOM

15' - 0"

30' - 0"

15' - 0"

A314

H.5

FURR-OUT ACOUSTIC PARTITION AS TYPE 20 EXCEPT NO GYPSUM ON ONE SIDE COMPOSITION : -2 LAYERS 5/8" GYPSUM BOARD - 3/4" METAL RESILIENT CHANNELS @ 24" O.C. - 3 5/8" METAL STUDS @ 24 O.C. -ACOUSTIC FIBERGLASS INSULATION

9' - 0"

15' - 0"

30' - 0"

2' - 10 3/4"

6' - 9 3/4"

A510

7' - 6"

9' - 2 1/4"

EQ.

- All drywall in all walls inside washrooms, shower rooms, janitor rooms and back walls of counters with lavatories to be WR water resistant gypsum board.

a) Fire Rated Drywall Partitions: To consist of metal studs and 5/8" thick type "X" drywall on each face. One hour rated partitions - UL Des. No. U465. Two hour rated partitions - UL Des. No. U412. Three hour rated partitions - UL Des. No. U435.

30' - 0"

A700

A315

1' - 0 3/4"

8' - 9"

A401

3' - 9"

13' - 1 3/4"

15' - 11"

118

107 LOCKERS

EQ.

9' - 9 1/2"

100a

2014-03-07 2014-05-13 2014-06-19 2014-08-13 2014-08-13 2014-09-10

PARTITIONS & DOOR NOTES

G.4 8' - 2 3/4"

8' - 7 1/2"

2HR ULC GYPSUM AROUND COLUMNS TYP.

A316

18' - 0"

109 COATS 109

6' - 1 3/4"

101 RECEPTION

1' - 0"

8' - 0"

7' - 7 1/4"

18' - 9"

108 INFIRMARY

11' - 5"

7' - 3 1/4"

9' - 9"

6' - 2"

5' - 6" 5' - 6 1/2"

5' - 11 1/2"

5' - 6 3/4"

6' - 4 1/2"

108

107

A404

100

A317

8' - 1 1/4"

3' - 1 1/2"

119

7' - 1 1/2"

180' - 0"

5' - 6"

15' - 7 1/2"

5' - 5 1/4"

1' - 6"

5 G.4

11"

5' - 6"

ELEVATOR PIT 24"X24"

15' - 4 1/4"

100 EXTERIOR

117a

A140

17 18 20 21 22 25

- See A-810 for interior partition walls.

G.2

1' - 6"

A510

2013-12-18 2014-02-03 2014-02-14

- See A-800, A-801 for door schedule.

90' - 0"

18' - 0"

3' - 0" 6' - 8 1/2"

TYP.

ELEV.

90' - 0"

9' - 0"

117b

G.2

Sim

10 ELECTRIC CHARGING STATIONS

05a

A401

F.8

ELEV.

9' - 0"

16a

111

TYP.

13 14 15

Issued for Discussion Issued for Coordination Issued for Coordination Issued for Pricing Client Review Issued for Structural Coordination Pricing Revision 1 Pricing Revision 2 Issued for Office Enveloppe Coordination Issued for Office Envelope Pricing Issued for Permit Issued for Office Coordination / Pricing As Indicated Issued for Office Coordination Revision Revision Issued for Construction Revision

9' - 0"

110

5' - 3 3/4"

15' - 0"

03a

2HR ULC GYPSUM AROUND COLUMNS TYP.

ELEV.

100' - 0"

3' - 0"

03a

117 SHOWROOM

A501

A315

21 PARKING STALLS

9' - 0"

111 W.C. WOMEN

8' - 4"

A401

5' - 7 1/2"

5' - 9 1/2"

110 W.C. MEN

119 CORRIDOR

5' - 0"

11' - 9 1/4"

F.8

2013-06-25 2013-06-28 2013-07-04 2013-07-09 2013-07-16 2013-07-18 2013-08-08 2013-09-06 2013-11-19

- Standard control joints in drywall at every 30'-0"

A315

BOLLARD OR STEEL POST

9' - 4 1/4"

ES102 STAIRCASE

05a

3' - 7 1/2" 5' - 10"

3' - 7 1/2"

A317

11' - 10 1/2"

1 2 3 4 5 6 7 8 11

- Coordinate all wall openings with mechanical (refer to mechanical dwgs)

A317

7' - 6"

8' - 3 1/4"

111a

116

05a

16a

7' - 6"

7' - 9 3/4"

9' - 11 1/4"

5' - 8 1/4"

116 CORRIDOR

ES102

F.3

20' - 0 3/4"

1' - 9" 4' - 8"

F.3

15' - 0"

HWT

111A LOCKERS WOMEN

49a

110a

34' - 9 1/4"

16a

A315

Émis pour / Object

- All plywood used as backer board to electrical panels must be fire retardant impregnated plywood.

1' - 6"

114

21' - 6"

1' - 0 1/4"

9' - 9"

03a

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

03a

8' - 0"

111b

Dr 16a

05a

7' - 10 3/4" 1 1/2"

8' - 7"

5' - 5 3/4"

UNDERSIDE OF SLAB AT 97'-0"

- Supply and install all necessary wood blocking and/or support to partitions and/or ceilings required to hang accessories, built-ins, shelves, or other equipment, as indicated on plans.

Date

- When an enlarged plan call-out is made, refer to enlarged drawing for wall-types, dimensions, and other construction details.

4' - 1 3/4" 5' - 0 1/2"

YELLOW PAINTED SAFETY ZONE

PROVIDE 19 BIKE STALLS MIN.

8' - 7"

6' - 5"

A700

05a

112 JANITOR CLOSET

110A LOCKERS MEN

8' - 6 3/4"

4' - 2"

03a

3' - 10"

115 GYM

112

9' - 8"

A317

PAINTED STEEL HANDRAIL, 3'-6" HEIGHT

5' - 3 3/4"

1' - 10 1/4"

98' - 0"

A315

9' - 5" 05a

E.6

1' - 6"

49a

A402

FUR OUT HSS AND EXPOSED BASEPLATE

A143

30' - 4 1/4"

TO FACE OF BLOC

6' - 10"

G001

- Unless otherwise noted, all door frames are to be installed 4’’ from adjacent partition

AIR INTAKE 60.5" x 36.5"

1' - 6"

TRENCH DRAIN

ELEV.

110b

A317

18' - 0"

113

16' - 0"

15' - 0"

113 SQUASH COURT

A317

8' - 5 1/4"

CURTAIN WALL AND DOOR TO BE SUPLLIED BY SQUASH COURT SUPPLIER

7' - 0 3/4"

6' - 1"

13' - 0 3/4"

001

E.6 20' - 0"

2' - 0"

6' - 9 1/4"

A400

A317

95 .4 38 °

15' - 0"

A401

"SAULT DE LOUP" FOR AIR INTAKE

- Unless noted otherwise, all interior metal stud partitions are dimensioned to the center of the partition assembly.

1' - 6"

A317

24' - 11"

21' - 7 3/4"

6' - 6"

- Level 100'-0" = TBD m Ground Floor Slab

20' - 11"

4' - 0"

DEDICATED PEDESTRIAN WALK WAY WITH FLOOR MARKINGS

GENERAL NOTES:

No.

8' - 1 1/2"

21' - 6"

16' - 0"

2' - 0"

4' - 0"

20' - 0"

13' - 4 1/2"

8' - 1 1/2"

21' - 6"

16' - 0"

OFFICE BUILDING PLANS

4' - 0"

85' - 0"

24.7

26.7

Dessiné par / Drawn by

No. projet / Project number

#1161

Vérifié par / Verified by

No. dessin / Drawing number

27 Révision

AT 22

2 A123

REZ-DE-CHAUSSEE 3/32" = 1'-0"

24.7

26.7

Échelle / Scale

1 A123

OFFICE - 00 BASEMENT 3/32" = 1'-0"

As indicated Date

2014-09-04

A123

GENERAL NOTES: - Level 100'-0" = TBD m Ground Floor Slab - Unless noted otherwise, all interior metal stud partitions are dimensioned to the center of the partition assembly.

2 A317

A317

5' - 0"

5' - 4 1/2" 5' - 4 1/2" 5' - 4 1/2" 5' - 4 1/2" 5' - 4 1/2" 5' - 4 1/2" 5' - 4 1/2" 5' - 4 1/2"

15' - 6"

A317

- Unless otherwise noted, all door frames are to be installed 4’’ from adjacent partition

2' - 6" 5' - 0"

A402

1' - 6"

5' - 0"

5' - 4 1/2" 5' - 4 1/2" 5' - 4 1/2" 5' - 4 1/2" 5' - 4 1/2" 5' - 4 1/2" 5' - 4 1/2" 5' - 4 1/2"

15' - 6"

2' - 6"

- Supply and install all necessary wood blocking and/or support to partitions and/or ceilings required to hang accessories, built-ins, shelves, or other equipment, as indicated on plans.

1' - 6"

E.6

4 05

2HR ULC GYPSUM AROUND COLUMNS TYP.

16a

219 04

F.3

16' - 9 1/2" 4' - 10 1/2" 6' - 0"

15' - 0" 22' - 6"

44' - 5 1/2"

G.2

2 A140

214

203

7' - 11 1/2" 10' - 1 1/4"

29' - 10"

180' - 0"

4 1/4"

5' - 0" 14

212 OFFICE

3 A500

Architectes 270 Prince Studio 200 Montréal Québec H3C.2N3

6. Tile walls to be porcelain ceramic. Color and texture TBD.

T.514.861.5122 F.514.861.5383 www.rubinrotman.com Copyright / Droit d'auteur

5' - 0"

21' - 3"

212

Architecte / Architect

ES201

30' - 0"

Builder

A314 5' - 0"

213 OFFICE

10' - 3 1/4"

4 1/4"

30' - 0"

CORRIDOR BOUNDARY

5' - 0"

10' - 3 1/4"

208 CORRIDOR

213

ES201 STAIRCASE

10' - 1 1/2"

A500

ES301 DN STAIRCASE

5' - 0"

302 OPEN AREA

5' - 0"

312 OFFICE

2 A314

312

5' - 0"

4 1/4"

10' - 1 1/2"

CORRIDOR BOUNDARY

313 OFFICE

ES301

5' - 0"

10' - 1 1/2"

308 CORRIDOR

313

21' - 3"

10' - 3 1/4"

4 1/4"

302 OPEN AREA

Ingénieur - Structure

4. Partitions around conference rooms and copy rooms will extend from floor to deck above the finished ceiling with sound batts (achieve minimum STC rating of 45-50).

A314

36' - 6 1/2"

Ingénieur - Mécanique et électricité

A314

ABOVE CURTAIN WALL

208

4' - 10 3/4"

223

PARTITIONS & DOOR NOTES

2. All partitions shall receive one coat of prime paint and a minimum of two finish paint coats.

30' - 0"

224

20' - 0 3/4"

9' - 7 3/4"

7' - 11 1/2"

EQ.

A502 DN

5' - 0"

224 OFFICE

5' - 0"

203 CONF. ROOM

FOR ON I T C U TR S N O C

- Coordinate all wall openings with mechanical (refer to mechanical dwgs)

A314 2

222 05

A315

EQ. 10' - 0 1/2"

9' - 7"

200 VESTIBULE

EQ.

5' - 0"

17' - 9 3/4"

A314

EQ.

OPEN TO BELOW

5' - 3 1/2"

6' - 4" 8 1/4"

EQ.

214 CONF. ROOM

207 CONF. ROOM

A510

223 COATS

16' - 4 3/4"

222 ELECTRICAL

18a

05a

EQ. 3' - 0".

5' - 2 1/4" 13' - 9 1/4"

EQ EQ

9' - 5 1/4"

9' - 7 3/4" 207

6' - 6"

209

5' - 10 1/4"

215 COFFEE 05

308 CORRIDOR

A401

REF.

204

A502

A404

3' - 3 1/2" 8' - 0 1/2"

A314

204 SERVER ROOM

9' - 0 3/4"

A316 16' - 6"

10' - 1 1/4"

TYP.

Sim

5' - 6 3/4"

216 W.C. WOMEN

- All plywood used as backer board to electrical panels must be fire retardant impregnated plywood.

- See A-800, A-801 for door schedule.

7' - 6"

4' - 7" 5' - 0" 5' - 0" 4' - 11 1/2"

13' - 6"

205 CONF. ROOM 05

2HR ULC GYPSUM AROUND COLUMNS TYP.

05a

16a

- When an enlarged plan call-out is made, refer to enlarged drawing for wall-types, dimensions, and other construction details.

- See A-810 for interior partition walls.

221

216

2014-03-07 2014-05-13 2014-06-19 2014-08-13 2014-08-13 2014-09-10

A501

200

7' - 2"

205

A314

4' - 10 3/4"

ES300

324

22' - 1 1/2"

13' - 6"

EQ. EQ. EQ. EQ.

323

5' - 10 1/4"

314

5' - 0"

324 OFFICE

ABOVE CURTAIN WALL

A510

308

A315

05a

17 18 20 21 22 25

ES202

2013-12-18 2014-02-03 2014-02-14

F.8

221 OFFICE

6' - 5"

217

A315

G.4

A317

5' - 0"

314 CONF. ROOM

2 A404

322

A702

5' - 0"

323 COATS

307 CONF. ROOM

5' - 9 1/2"

16a

05a

13 14 15

Issued for Discussion Issued for Coordination Issued for Coordination Issued for Pricing Client Review Issued for Structural Coordination Pricing Revision 1 Pricing Revision 2 Issued for Office Enveloppe Coordination Issued for Office Envelope Pricing Issued for Permit Issued for Office Coordination / Pricing As Indicated Issued for Office Coordination Revision Revision Issued for Construction Revision

- All walls around openings (atrium, stairwells, shaft..) to be built in accordance to the NBC - loads on walls acting as guards.

A403

16a

217 W.C. MEN 1

6' - 5"

05a

16' - 9"

9' - 10"

6' - 5 3/4"

322 ELECTRICAL

307

ES202 DN STAIRCASE

A702

G.4

20' - 0"

HANDICAP LIFT, SAVARIA, MODEL V1504-P-PX

3' - 3"

9' - 2"

315 COFFEE

6' - 4"

8 3/4"

REF.

5' - 10 1/4"

330

300 VESTIBULE

303

12' - 8 1/4"

3' - 0" 3' - 0"

18a

05a

17' - 9 3/4"

17' - 10 3/4"

303 CONF. ROOM

3' - 0" 3' - 0"

A316

6' - 6"

18' - 9"

316 W.C. WOMEN

309

5' - 6 3/4"

19' - 2 3/4"

5' - 2 1/4"

6' - 5"

12' - 10 3/4"

5' - 9 1/2"

3'- 0".

300

16a

10 1/4"

330 TERRACE

7' - 2"

3' - 0" 3' - 0"

18' - 0 1/4"

304 CONF. ROOM

4 1/2"

2' - 8 1/2"

304

G.2

6 1/2"

05a

316

138' - 6 1/4"

A403

A702

A317

ELEV.

A403

321

6' - 0"

05a

180' - 0"

4' - 10 3/4"

A403

330a

321 OFFICE

9' - 11 1/4"

A702

22' - 1 1/2"

53' - 0"

G 16a

317

ELEV.

120' - 0"

F.8

A501

05a

3' - 9"

11' - 3"

26' - 4"

NOTE : 3'-6" HANDRAIL ATTACHED TO CONCRETE PAVERS, TYPE RAMP-ART OR EQUIVALENT

317 W.C. MEN

A315

209 CORRIDOR

2013-06-25 2013-06-28 2013-07-04 2013-07-09 2013-07-16 2013-07-18 2013-08-08 2013-09-06 2013-11-19

- Standard control joints in drywall at every 30'-0"

A402

05a

20' - 0 3/4"

16' - 9 1/4"

18a

306 OPEN AREA

218 OFFICE

14a

18' - 9"

16a

18' - 0"

218

3' - 0" 3' - 0"

ES302 STAIRCASE

30' - 0"

05a

F.3

1 2 3 4 5 6 7 8 11

05a

9 12' - 8 1/4"

CORRIDOR BOUNDARY

A317

220

Émis pour / Object

22' - 6"

318 OFFICE

ELEV.

136' - 0"

21' - 4 3/4"

12' - 8 1/4"

318

1 70' - 1 1/4"

ES302

14a

12' - 8 1/4"

CORRIDOR BOUNDARY

A317

3 1/4"

220 JANITOR

HWT

219 OFFICE

A315

9' - 11 1/4"

16' - 3 3/4"

31a

10' - 3 3/4"

7 1/2" 5' - 10 1/4"

05a

3 31

6' - 5"

206 OPEN AREA

12' - 3"

11' - 10 1/2"

3' - 10 1/4"

A315

305

15' - 0"

15' - 0" 25' - 0 3/4"

3' - 10 1/4"

319 OFFICE

12' - 4 1/4"

320

3 05a

320 JANITOR

HWT

16a

5' - 10 1/4"

319

305 OFFICE

6' - 3"

306 OPEN AREA

31a

305a

Date

- All drywall in all walls inside washrooms, shower rooms, janitor rooms and back walls of counters with lavatories to be WR water resistant gypsum board.

05a

6' - 3"

3' - 10 1/4"

12' - 4 1/4"

A702

305A W.C.

15' - 0"

306 OPEN AREA

No.

This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

3 1/4"

301a

A316

5' - 0"

8' - 5"

5' - 0" 5' - 0"

ELEV.

120' - 0"

1 A314

15' - 3 1/2"

201 OFFICE

202 OPEN AREA

Projet / Project

30' - 0"

9' - 3 1/4"

201

5' - 0"

1 A314

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions. Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

A403

5' - 0"

A702

A403

Note:

Tenaquip - Senneville

5' - 8 3/4"

302 OPEN AREA

210

5' - 0"

05a

5' - 0"

05a

5' - 0"

301 OFFICE

J.7

5' - 0"

05a

25' - 1"

136' - 0" 27' - 6"

4' - 11 3/4"

5' - 0"

301A W.C.

211 5' - 2 1/2"

5' - 0"

301

ELEV. 18' - 0"

30' - 0"

4' - 11 3/4"

210 OFFICE

16' - 9 1/4"

308 CORRIDOR

211 OFFICE

10 1/4"

310

9' - 3 1/4"

5' - 0"

311

8' - 5"

310 OFFICE

J.7 10 1/4"

311 OFFICE

10 1/4"

9' - 3 1/4" 10 1/4"

A310

5' - 0"

Sceau / Seal

A316

22555 Transcanada Senneville, Quebec

K.6

8 3/4"

K.6

NOTE: ALL COLUMNS ON THIRD FLOOR REFER TO DETAIL 3/A-403

A315

A316

A403

A315

A316

2' - 0"

2 A124

A316

Titre / Title

20' - 0"

13' - 4 1/2"

8' - 1 1/2"

21' - 6"

16' - 0"

2' - 0"

4' - 0"

20' - 0"

13' - 4 1/2"

8' - 1 1/2"

OFFICE - 03 THIRD FLOOR 3/32" = 1'-0"

24.7

21' - 6"

16' - 0"

4' - 0"

85' - 0"

26.7

1 A124

24.7

OFFICE BUILDING PLANS

A403

85' - 0"

20.5

26.7

Dessiné par / Drawn by

No. projet / Project number

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Échelle / Scale

OFFICE - 02 SECOND FLOOR 3/32" = 1'-0"

Révision

AT As indicated Date

2014-09-04

A124

1.5

2.5

3.5

PARAPET SCUPPER

4.5

5.5

6.5

7.5

8.5

9.5

10.5

11.5

12.5

PARAPET SCUPPER

9' - 0"

13.2

13.5

PARAPET SCUPPER

9' - 0"

14.5

15.5

16.5

17.5

18.5

20.5

3 4 5 6 7 8 10 12 14 15

2013-07-04 2013-07-09 2013-07-16 2013-07-18 2013-08-08 2013-09-06 2013-11-19 2013-12-18 2014-02-03 2014-02-14

2014-05-13

2014-06-19

Issued for Coordination Issued for Pricing Client Review Issued for Structural Coordination Pricing Revision 1 Pricing Revision 2 Issued for Warehouse Construction Revision Issued for Permit Issued for Office Coordination / Pricing Issued for Warehouse Construction Revision 2 Revision

FOR ON I T C U TR S N O C

A 0

ROOF ANCHORS TYP. - SEE STRUCTURAL 9' - 4 1/2"

A.5

Émis pour / Object

PARAPET SCUPPER

Date

MECHANICAL OPENINGS PENDING, OPENINGS TO BE A 9' - 0" MINIMUM OF 50'-0" FROM AXIS A

PARAPET SCUPPER

1' - 6"

19.5

No.

-6

-4

-6

-4

-6

-4

-6

-4

-6

-4

-6

-4

A121

ROOF ANCHORS TYP. - SEE STRUCTURAL

-6

-3

-6

A.5

-4

-6

0 B

B.5

3 C.5

C.5

A132 5 0

A313

-4

-6

-4

-6

-4

-6

-4

-6

-4

-6

-4

-6

-3

-6

-4

-6

D.5

Ingénieur - Mécanique et électricité

D.5 ROOF TO BE WHITE TPO

ROOF TO BE WHITE TPO

ROOF ANCHORS TYP. - SEE STRUCTURAL

E Ingénieur - Structure

ROOF ANCHORS TYP. - SEE STRUCTURAL E.5 E.6 0

-6

-4

-6

-4

-6

-4

-6

-4

-6

-4

-6

-4

-6

-3

-6

-4

-6

PARAPET SCUPPER F.5

F 9' - 4 1/2"

F.3

Builder

G G G.2

G.3

ROOFTOP TERRACE

67' - 6" -4

-6

-4

-6

013' - 5 1/2" 2' - 0"

12' - 4 3/4"

18' - 11 3/4"

-6

-4

2' - 0" 6' - 8 3/4"

PARAPET SCUPPER

7' - 0"

27' - 2 1/2"

-4

1' - 10 1/2"

-6

L.5

4' - 4"

-6

-4

Architectes 270 Prince Studio 200 Montréal Québec H3C.2N3

-6

T.514.861.5122 F.514.861.5383 www.rubinrotman.com

24' - 3" J

26' - 4" Ce dessin est sujet au droit d'auteur. Il ne peut être reproduit pour quelques intentions ou usages que ce soit, il ne peut être utilisé uniquement avec l'apposition de la signature et de l'estampe originale.

44' - 4"

PARAPET SCUPPER

7' - 0"

PARAPET SCUPPER

7' - 0"

This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

K Sceau / Seal

ROOF ANCHORS TYP. - SEE STRUCTURAL

ROOF CANOPY, SEE 7,8 / A323

Note:

VENTILATION OPENING, -SEE MECHAN.

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

VENTILATION OPENING, -SEE MECH.

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

3'-0" x 2'-6" ROOF HATCH, BILCO TYPE S-20 OR EQUIVALENT, SEE 4/A132

21' - 10"

2' - 0"

K.5

6' - 6 1/2"

PARAPET SCUPPER

3'-0" x 2'-6" ROOF HATCH, BILCO TYPE S-20 OR EQUIVALENT

VENTILATION OPENING, SEE MECH.

7' - 7 3/4"

7' - 0"

19' - 0 3/4"

8' - 7 1/2"

K.5

PARAPET SCUPPER

2' - 0"

-4

3' - 9 1/2"

J.5

VENTILATION OPENING, -SEE MECH.

1' - 10"

VENTILATION OPENING, SEE MECH.

19' - 11 1/2"

19' - 0 3/4"

-6

16' - 0 1/4"

-6

12' - 0"

2' - 0" 11' - 6 1/2" 1' - 10"

-6

2' - 0"

-4

H.5

16' - 0 1/4"

-6

16' - 0 1/4"

H 0

Architecte / Architect

(2hr Fire Rated Roof Under Terrace)

VENTILATION OPENING, SEE MECH.

1.5

12' - 0"

G.4

L.5 2' - 0"

3' - 9 1/4" 3' - 9 1/2"

Projet / Project

ROOF ANCHORS TYP. - SEE STRUCTURAL

1 A130

2.5

ROOF CANOPY, SEE 7,8 / A323

3.5

4.5

4' - 4"

5.5

6.6

7.4

7.7

8.2

8.6

8.9

9.4

9.7

10.3

10.7

11.2

11.5

11.9

12.4

12.6

13.2

13.5

14.2

14.7

15.2

15.5

15.8

16.4

16.6

17.2

17.7

18.2

18.4

18.7

19.2

20.5

Tenaquip - Senneville 22555 Transcanada Senneville, Quebec

Plan - Roof 1" = 30'-0" Titre / Title

WAREHOUSE ROOF PLAN Dessiné par / Drawn by

No. projet / Project number

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

AT Échelle / Scale

1" = 30'-0" Date

2014-09-04

A130

A317

No.

Date

Émis pour / Object

7 8 11

2013-08-08 2013-09-06 2013-11-19

13 14 15

2013-12-18 2014-02-03 2014-02-14

17 18 20 22

2014-03-07 2014-05-13 2014-06-19 2014-08-13

E.6

15' - 0"

E.6

TYP

AC-5

1 1

A133

AC-5 F

A133

A315

15' - 0"

LVL -6

15' - 0"

TYP

FOR ON I T C U TR S N O C

LVL -6

AC-4

F.3

1 AC-4

F.3

A317

LVL -4 1/2

A315

2 A315

22' - 6"

SLOPES IN STEEL

22' - 6"

A317

F.8

ROOF TO BE WHITE TPO

F.8

7' - 6"

ROOF TO BE WHITE TPO 7' - 6"

G.2

9' - 11 1/4"

AC-3 G.2

9' - 11 1/4"

AC-3

G.4

A317

Ingénieur - Mécanique et électricité

G.4

1 1 A315

MUA-1

20' - 0 3/4"

1 A133

A315

A133 MUA-1

20' - 0 3/4"

A317

A314

5 A316

5 H

A316

AC-2

30' - 0"

AC-6

A314

LVL -4 1/2

SLOPES IN STEEL

A314

Ingénieur - Structure

AC-2

LVL -6

AC-6

A132

30' - 0"

180' - 0"

LVL -6

180' - 0"

A314

Builder

A314

A134

A314

A132

AC-7 AC-7 J Architecte / Architect

A132

A314

4 DN

A134

A132

A500 21' - 10 1/4"

AC-1 AC-1

SLOPE IN STEEL

A134

Architectes

A314

270 Prince Studio 200 Montréal Québec H3C.2N3

21' - 10 1/4"

T.514.861.5122 F.514.861.5383 www.rubinrotman.com Copyright / Droit d'auteur

J.7

LVL -6

8' - 1 3/4"

LVL -6

Sceau / Seal Note:

A132

8' - 1 3/4"

J.7

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

LVL -4 1/2

SLOPES IN STEEL

A314 30' - 0"

1 A314

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

30' - 0"

A132

Projet / Project

4 A316

K.6

A316 K.6

A315

A316

A316 2' - 0"

2' - 0"

20' - 0"

13' - 4 1/2"

8' - 1 1/2"

12' - 4 1/4"

9' - 1 3/4"

16' - 0"

A315

A316

20' - 0"

13' - 4 1/2"

8' - 1 1/2"

12' - 4 1/4"

9' - 1 3/4"

16' - 0"

Tenaquip - Senneville 22555 Transcanada Senneville, Quebec

4' - 0"

Titre / Title

85' - 0"

4' - 0"

OFFICE ROOF PLAN

85' - 0"

22 22

24.7

25.6

26.7

A131

OFFICE - 05 ROOF PLAN 3/32" = 1'-0"

24.7

25.6

26.7

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker

1 2

Dessiné par / Drawn by

A131

OFFICE - 04 PARAPET 3/32" = 1'-0"

Échelle / Scale

3/32" = 1'-0" Date

2014-09-04

A131

No.

Date

Émis pour / Object

1 7 8 10 13 14 15

2013-06-25 2013-08-08 2013-09-06 2013-11-19 2013-12-18 2014-02-03 2014-02-14

18 20 22

2014-05-13 2014-06-19 2014-08-13

Issued for Discussion Pricing Revision 1 Pricing Revision 2 Issued for Warehouse Construction Issued for Office Envelope Pricing Issued for Permit Issued for Office Coordination / Pricing Issued for Office Coordination Revision Issued for Construction

INSULATED STEEL DOOR 25.6

A132 3 5/8"

6' - 0 1/2".

ROOF MEMBRANE FLASHING OFFICE - 04 PARAPET 151' - 7"

5 3/8"

METAL FLASHING

TOS- STAIR 161' - 4"

SLOPE

PRE-PAINTED METAL FLASHING

VAPOUR BARRIER

R1 TOS- STAIR 161' - 4" TOS - OFFICE 150' - 0"

TOS - OFFICE 150' - 0"

- METAL SIDING ON Z BARS - AIR SPACE -2" RIGID INSULATION - BLUE SKIN - 1/2" CEMENT BOARD TYP-6" HEAVY GAUGE METAL STUDS @ 16" C.C. - 6" FIBERGLASS BATT INSULATION - VAPOUR BARRIER - 5/8" GYPSUM BOARD (ALIGN WITH SHAFT WALL)

1/2" EXTERIOR GRADE PLYWOOD ROOF MEMBRANE FLASHING

1' - 1 1/2"

TOS- STAIR 161' - 4"

2@ 5/8" GYPSUM BOARD TYPE "X" EACH SIDE OF BEAM

3 5/8"

ROOF MEMBRANE FLASHING

2"x6" EXTERIOR WOOD BLOCKING

8 1/2"

VAPOUR BARRIER

3/4" EXTERIOR GRADE PLYWOOD

1/2" EXTERIOR GRADE PLYWOOD

PRE-PAINTED METAL FLASHING

25.6

1' - 6"

- METAL SIDING ON Z BARS - AIR SPACE - 2" RIGID INSULATION - BLUE SKIN - 1/2" CEMENT BOARD TYP- 6" HEAVY GAUGE METAL STUDS @ 16" C.C. - 6" FIBERGLASS BATT INSULATION - VAPOUR BARRIER - 5/8" GYPSUM BOARD (ALIGN WITH SHAFT WALL)

FOR ON I T C U TR S N O C

3"x3"x1/4" STEEL ANGLE, SEE STRUCTURE - METAL SIDING ON Z BARS - AIR SPACE -2" RIGID INSULATION - BLUE SKIN - 1/2" CEMENT BOARD TYP-6" HEAVY GAUGE METAL STUDS @ 16" C.C. - 6" FIBERGLASS BATT INSULATION - VAPOUR BARRIER - 5/8" GYPSUM BOARD (ALIGN WITH SHAFT WALL)

3"x3"x1/4" STEEL ANGLE, SEE STRUCTURE

2' - 0"

2' - 6" R.O.

14 14

Mechanical Shaft

9 A132

4" EDGE OF DECK R1

A132

STAIR GRAVEL STOP PARAPET DETAIL 1" = 1'-0"

A132

STAIR SILL DOOR DETAIL 1" = 1'-0"

A132

ROOF TOP DETAIL 1" = 1'-0"

A132

STAIR ROOF PARAPET DETAIL 1" = 1'-0"

ELEV.

2HR SPRAYED FIRE PROOFING

1' - 6"

151' - 1 1/2"

TOS - OFFICE 150' - 0"

Ingénieur - Mécanique et électricité

SEE STRUCTURE FOR LANDING SUPPORT

13.2

PREFINISHED METAL CAP FLASHING

2x6 STUD WALL WITH 3/4" PLYWOOD SHEATHING, CAVITIES FILLED WITH BATT INSULATION

A132

ROOF TOP SECTION ADJ. STAIR 1/2" = 1'-0"

Ingénieur - Structure

PARAPET - WALLS 138' - 6"

PREFAB. ACOUSTIC BASE BY OTHERS METAL FLASHING

TPO MEMBRANE FLASHING

3 1/2" METAL STUDS

VENTILATOR BY OTHERS

WOOD BLOCKING WITH SLOPE

3 1/2"

OFFICE - 04 PARAPET 151' - 7"

METAL FLASHING TO GO DOWN TO ROOF

ROOF MEMBRANE FLASHING Builder

1/2" CEMENT BOARD TYP

TOS WAREHOUSE 137' - 2"

11"

A132

EDGE OF DECK J.7 R1

25.6

11" EDGE OF DECK

Architecte / Architect

TYP

TOS - OFFICE 150' - 0"

A132

Architectes 270 Prince Studio 200 Montréal Québec H3C.2N3

TOS- STAIR 161' - 4"

T.514.861.5122 F.514.861.5383 www.rubinrotman.com

TOS- STAIR 161' - 4"

3 A132

ROOF EXPANSION JOINT DETAIL 1 1/2" = 1'-0"

A132

- METAL SIDING ON Z BARS - AIR SPACE - 2" RIGID INSULATION - BLUE SKIN - 1/2" CEMENT BOARD TYP- 6" HEAVY GAUGE METAL STUDS @ 16" C.C. - 6" FIBERGLASS BATT INSULATION - VAPOUR BARRIER - 5/8" GYPSUM BOARD (ALIGN WITH SHAFT WALL)

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

This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

- PREFINISHED METAL FLASHING - SELF ADHESIVE EPDM FLASHING MEMBRANE - 2x1/2" CEMENT BOARD TYP. - 6" HEAVY GAUGE METAL STUDS @ 16" C.C, - 6" FIBERGLASS BATT INSULATION - VAPOUR BARRIER - 5/8" GYPSUM BOARD

Sceau / Seal Note:

A132

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

-METAL SIDING ON Z BARS - AIR SPACE - BLUE SKIN - 1/2" CEMENT BOARD TYP6" HEAVY GAUGE METAL STUDS @ 16" C.C. - 6" FIBERGLASS BATT INSULATION - VAPOUR BARRIER - 5/8" GYPSUM BOARD(ALIGN WITH SHAFT)

TYP BILCO S-20 ROOF HATCH OR EQUIVALENT

5 3/8"

5/8" PLYWOOD R1

TPO FLASHING MEMBRANE

2 1/2"

WOOD BLOCKING TOS - OFFICE 150' - 0"

2x6 WALL WITH PLYWOOD BOTH SIDES, FILLED WITH BATT INSUL.

22555 Transcanada Senneville, Quebec TOS - OFFICE 150' - 0"

Titre / Title

TOS - OFFICE 150' - 0"

Tenaquip - Senneville

OFFICE - 04 PARAPET 151' - 7"

SLOPE

PREFINISHED METAL FLASHING

Projet / Project

(12" MIN.)

1' - 3 5/8"

1' - 6"

2' - 0"

INSULATED STEEL DOOR

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

SLOPE

STEEL FRAME WITH THERMAL BREAK

- METAL SIDING ON Z BARS - AIR SPACE - 2" RIGID INSULATION - BLUE SKIN - 1/2" CEMENT BOARD TYP- 6" HEAVY GAUGE METAL STUDS @ 16" C.C. - 6" FIBERGLASS BATT INSULATION - VAPOUR BARRIER - 5/8" GYPSUM BOARD (ALIGN WITH SHAFT WALL)

2' - 6" R.O.

8 1/2"

ROOF DETAILS Mechanical Shaft TOS - WAREHOUSE

137'-2"

Dessiné par / Drawn by

No. projet / Project number

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

6 A132

SECTION AT STAIR DOOR 1/2" = 1'-0"

5 A132

SECTION AT ROOF WALL STAIR 1/2" = 1'-0"

4 A132

ROOF HATCH - TPO MEMBRANE 1" = 1'-0"

1 A132

TYPICAL ROOFTOP SECTION 1/2" = 1'-0"

Échelle / Scale

As indicated Date

2014-09-04

A132

No.

Date

Émis pour / Object

2014-02-14

18 20 22

2014-05-13 2014-06-19 2014-08-13

Issued for Office Coordination / Pricing Issued for Office Coordination Revision Issued for Construction

FOR ON I T C U TR S N O C

Ingénieur - Mécanique et électricité

Ingénieur - Structure

Builder

Architecte / Architect Architectes 270 Prince Studio 200 Montréal Québec H3C.2N3 T.514.861.5122 F.514.861.5383 www.rubinrotman.com Copyright / Droit d'auteur

Sceau / Seal Note: L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

BY OTHERS METAL FLASHING

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

6" METAL STUDS

1' - 6"

ROOF MEMBRANE FLASHING 1/2" CEMENT BOARD TYP

Projet / Project

3 1/2"

5' - 6 3/4"

Tenaquip - Senneville Mechanical Shaft

22555 Transcanada Senneville, Quebec

7 1/2"

Titre / Title

ROOF DETAILS

1 A133

MECHANICAL SHAFT SECTION 1/2" = 1'-0"

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker Échelle / Scale

1/2" = 1'-0" Date

2014-09-04

A133

No.

Date

Émis pour / Object

14 15

2014-02-03 2014-02-14

18 22

2014-05-13 2014-08-13

Issued for Permit Issued for Office Coordination / Pricing Issued for Office Coordination Issued for Construction

FOR ON I T C U TR S N O C

SPRAYED INSULATION INSIDE COLUMN

- METAL SIDING ON Z BARS - AIR SPACE - 2" RIGID INSULATION - BLUE-SKIN - 1/2" CEMENT BOARD TYP - 6" HEAVY GAUGE METAL STUDS @ 16" C.C. - 6" FIREGLASS BATT INSULATION - VAPOUR BARRIER - 5/8" GYPSUM BOARD (ALIGN WITH SHAFT WALL)

Ingénieur - Mécanique et électricité

SPRAYED INSULATION INSIDE COLUMN

Ingénieur - Structure

STEEL FRAME WITH THERMAL BREAK

Builder

Architecte / Architect

25.6 Architectes

PLAN DETAIL AXE J & 25 - ROOF PLAN 1" = 1'-0"

A134

3 A134

270 Prince Studio 200 Montréal Québec H3C.2N3

PLAN DETAIL AXE J &25.6 - ROOF PLAN 1" = 1'-0"

T.514.861.5122 F.514.861.5383 www.rubinrotman.com Copyright / Droit d'auteur

Sceau / Seal Note:

SPRAYED INSULATION INSIDE COLUMN

J.7

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

Projet / Project

J.7

SPRAYED INSULATION INSIDE COLUMN

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

METAL FLASHING

Tenaquip - Senneville

25.6

22555 Transcanada Senneville, Quebec Titre / Title

ROOF PLAN DETAILS 2 A134

PLAN DETAIL AXE J.7 & 25 - ROOF PLAN 1" = 1'-0"

1 A134

PLAN DETAIL AXE J.7 & 25.6 - ROOF PLAN 1" = 1'-0"

Dessiné par / Drawn by

No. projet / Project number

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

AT Échelle / Scale

1" = 1'-0" Date

2014-09-04

A134

26.7 G.4

H.5

No.

Date

Émis pour / Object

7 8 13 14 15

2013-08-08 2013-09-06 2013-12-18 2014-02-03 2014-02-14

18 20 22 24

2014-05-13 2014-06-19 2014-08-13 2014-09-05

Pricing Revision 1 Pricing Revision 2 Issued for Office Envelope Pricing Issued for Permit Issued for Office Coordination / Pricing Issued for Office Coordination Revision Issued for Construction For final finish and millwork coordination

1 5/8" METAL STUDS OFFICE - 02 SECOND FLOOR 120' - 0"

OFFICE - 02 SECOND FLOOR 120' - 0"

5' - 2 3/4"

3@ 5/8" GYPSUM BOARD TYPE "X" AROUND STRUCTURAL ELEMENTS

OPEN TO ABOVE

17' - 6"

CEILING HEIGHT

13' - 0"

CEILING HEIGHT

13' - 0"

CEILING HEIGHT

FOR ON I T C U TR S N O C

GROUND FLOOR SLAB 100' - 0"

4 A140

GROUND FLOOR SLAB 100' - 0"

SECTION THROUGH LOBBY 2 1/4" = 1'-0"

A140

SECTION THROUGH LOBBY 1 1/4" = 1'-0"

Ingénieur - Mécanique et électricité

3 A140 3

Ingénieur - Structure

117a

A140 G.4

G.4

10' - 5"

100a

18' - 0"

200 VESTIBULE

101 RECEPTION 1

Builder

100 VESTIBULE

A402

6'-0" x 7'-0" ALUMINIUM FOOTGRILL BY STENA MODEL S-I 1/8" x 1" OR EQUIVALENT

19' - 6 5/8"

A402

100

19' - 6 5/8"

CPT2

17' - 1 1/4"

6'-0" x 3'-0" ALUMINIUM FOOTGRILL BY STENA MODEL S-I 1/8" x 1" OR EQUIVALENT

INTERIOR CLEAR

207 CONF. ROOM

3' - 0"

6' - 0"

9' - 7 7/8"

6' - 5 1/4"

Architecte / Architect Architectes

A600

270 Prince Studio 200 Montréal Québec H3C.2N3

4 OPEN ABOVE

10' - 0 1/2"

OPEN TO BELOW

4 5

A140

A324

4 A402

4 A140

A140

T.514.861.5122 F.514.861.5383 www.rubinrotman.com

A502

A402 5

A502

This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

6' - 7 7/8"

A502

118

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

28' - 11 1/2" 13' - 10"

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

13' - 10"

12' - 2 1/2" A324

3' - 8 1/8"

Note:

A502

118 ELECT. ROOM

223 COATS

Sceau / Seal

9' - 7 3/4"

5' - 10 7/8"

7' - 7 1/4"

Projet / Project

101

T1 UP

5 1/8"

Up to 17' - 6" AFF 7

Tenaquip - Senneville

H.5

A140

202 OPEN AREA

22555 Transcanada Senneville, Quebec Titre / Title

LOBBY DETAILS

26.7

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker Échelle / Scale

2 A140

OFFICE - LOBBY 2ND FLOOR 1/4" = 1'-0"

1 A140

OFFICE - LOBBY GROUND FLOOR PLAN 1/4" = 1'-0"

1/4" = 1'-0" Date

2014-09-04

A140

6' - 0"

10' - 5" 12 RISERS @ 0'-11"

5 A505

GYPSUM WALL @ 3'-6"

Date

Émis pour / Object

7 8 15

2013-08-08 2013-09-06 2014-02-14

18 20 21

2014-05-13 2014-06-19 2014-08-13

Pricing Revision 1 Pricing Revision 2 Issued for Office Coordination / Pricing Issued for Office Coordination Revision Revision

A141

A141 4' - 1"

4' - 2"

3' - 6"

3' - 0"

WALL MOUNTED HANDRAIL 1 1/2" TUBULAR STEEL HANDRAIL TURN ENDS TOWARDS THE WALL, SEE DETAIL 5/A-505

No.

A505

6' - 8"

3' - 0"

K.6

AUDITORIUM STAIR PLAN 1/2" = 1'-0"

A141 1 3' - 0"

A505

11 A321

AUDITORIUM STAIR SECTION 1/2" = 1'-0"

IN SE P R AT O IN GR G E SU SS PP , P LI EN ER D IN IN G FO

A141

CTION NSTRU O C R O NOT F

TYP

GROUND FLOOR SLAB 100' - 0"

FOR N O I T A N DI R O O C

106A PHOTO STUDIO

PROVIDE 3 SPOTS FOR WHEELCHAIRS

1 A220

106c

106 AUDITORIUM

J.7

Ingénieur - Structure

J.7

4' - 6 3/4"

10"

AUDITORIUM SECTION - ROW OF SEATS - DETAILS 1" = 1'-0"

20 GROUND FLOOR SLAB 100' - 0"

K.6

HSS 114' - 11"

10' - 7 1/4"

A220

2 A141

AUDITORIUM SECTION 1/4" = 1'-0"

Architectes 270 Prince Studio 200 Montréal Québec H3C.2N3 T.514.861.5122 F.514.861.5383 www.rubinrotman.com Copyright / Droit d'auteur

Projet / Project

Tenaquip - Senneville 22555 Transcanada Senneville, Quebec Titre / Title

106

6' - 0"

10' - 5"

3' - 7"

AUDITORIUM DETAILS

13' - 4 1/2"

7 1/4"

1' - 0"

A141

6' - 8"

A141

Architecte / Architect

CARPET ON RAKED SEATING AREA AND SIDE AISLES

TYP

IN SE P R AT O IN GR G E SU SS PP , P LI EN ER D IN IN G FO

A141

Builder

4' - 1"

2' - 3 1/4"

IN SE P R AT O IN GR G E SU SS PP , P LI EN ER D IN IN G FO

2' - 3 1/4"

Ingénieur - Mécanique et électricité

GROUND FLOOR SLAB 100' - 0"

K.6

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker Échelle / Scale

1 22

A141

AUDITORIUM PLAN 1/4" = 1'-0"

As indicated

2 A141

24.7

Date

2014-09-04

A141

5' - 5"

16' - 1"

FINISH LEGEND

No.

Date

Émis pour / Object

Floor & Wall Tiles:

7 8 17 21

2013-08-08 2013-09-06 2014-03-07 2014-08-13

Pricing Revision 1 Pricing Revision 2 As Indicated Revision

11 5/8"

9' - 7 1/8"

14a

Office block: Reception, Elevator Vestibules, Coffee rooms Pavigrès Flaviker 12" x 24" Grafito Nero Lapato

Office block: Stairs, Basement Elevator Vestibule, Janitors Manufacturing: Stairs, Cafeteria, Vestibule, Mezzanine Pavigrès Rako 12" x 24" Dark Grey

Office block: Showroom, Corridor, Cafeteria, Auditorium, Infirmary Pavigrès Flaviker 16" x 32" Urban Concrete - Fog

Office block: Shower Changing areas floor & wall tile Manufacturing: WCs & Lockers Pavigrès Pasha 12" x 24" Sassi Black

Office block: Cafeteria wall accent Pavigrès Aparici Nordic # G-3230 Lime Green 12"x36"

Office block: 3rd floor Coffee rooom wall accent Pavigrès Aparici Nordic # G-3230 Blue 12"x36"

Office block: 2nd floor Coffee rooom wall accent Pavigrès Aparici Nordic # G-3258 Red 12"x36"

Office block: Reception wall accent Pavigrès Aparici 12" x 36" Tribal Vision Grap

Office block: Coffee rooms backsplash Pavigrès Glass wall tile TBD. Brick installation.

T10

Office block & Manufacturing: Women's main wall tile Pavigrès TEC 8" x 24" White. 1/3 Offset installation

T11

Office block & Manufacturing: Men's main wall tile Pavigrès TEC 8" x 24" Dark Grey. 1/3 Offset installation

T12

Office block: Women's WCs floor tile & Employee Lockers Pavigrès Opera 12" x 24" Minimal Grigio

T13

Office block: Men's WCs floor tile Pavigrès Del Conca Hem 18 12" x 24"

T14

Office block: WC Mosaic Insert Pavigrès Black and White (spec to come)

T15

Manufacturing: Cafeteria backsplash Pavigrès TBD

FOR N O I T A N DI R O O C CTION NSTRU O C R O NOT F

Notes: - All ceramic tiles are available at Pavigres

A) T10 is to be used as wall ceramic for women's wc

103 KITCHEN

14a

B) T11 is to be used as wall ceramic for men's wc 2 7/8"

Ingénieur - Mécanique et électricité

IN C P LI R EN O G T R C ES O S O , R P D E IN N AT DI N IO G N

T10

4 A505

C) T14 mosaic inserts above and below each mirror in men's and women's washrooms

11' - 10"

"Brown Option", Shaw, Direction Tile (#57071), Color, Zone (#69505) (arrow indicates orientation)

CPT2

Shaw, Reverse Tile (#5T069), Gaze (#69530) (arrow indicates orientation)

VCT

Shipping & Receiving Mezzanine Vinyl composition tile. Dark Grey, TBD

J.5

SDT

Office building: Server room Static Dissipative floor tile TBD

Office building: Gym homogenous sports sheet flooring TBD

Women's WC Vanities & Office block coffee room quartz countertops Hanstone Specchio 626

Men's WC Vanities quartz countertop Hanstone Genesis

Manufacturing cafeteria cabinetry Thermo-fused laminate for doors and exposed surfaces

J.7

A601

Architecte / Architect

270 Prince Studio 200 Montréal Québec H3C.2N3

Solid Surfaces & Laminates:

COUNTERS

Ingénieur - Structure

Architectes

9' - 4 1/4"

Exposed concrete coat of high performance sealer. Euco Diamond Hard

CPT1

27' - 2"

14a

to be used as wall tiles on back wall

Builder

104 CAFETERIA

Other Flooring:

14a

T.514.861.5122 F.514.861.5383 www.rubinrotman.com Copyright / Droit d'auteur

Office building: Coffee room & Cafeteria cabinetry TBD Sceau / Seal

03a

2' - 6 3/4"

7' - 5 7/8"

2' - 1 3/4"

SEATING BOOTHS 03

1 A142

OFFICE BUILDING KITCHEN PLAN 1/4" = 1'-0"

Office block cabinetry kickspace TBD

Office building: Men's & Women's WC floor-anchored overhead brace plastic laminate toilet partitions & urinal dividers. TBD

Manufacturing & Shipping&Receiving WCs flooranchored enameled steel toilet partitions Finish TBD

Office building: Men's & Women's shower partitions TBD

Projet / Project

Paints:

L3 K

6' - 10"

Note - Unless indicated otherwise on the plans & elevations, paint gypsum walls & ceilings P1 P1

General neutral (white) TBD

General neutral (grey) TBD

Accent colour 1 TBD

Accent colour 2 TBD

Tenaquip - Senneville 22555 Transcanada Senneville, Quebec

Warehouse WC general neutral (grey-white) TBD

EP1

Epoxy paint Colour TBD

EP2

Epoxy paint accent Colour TBD

Titre / Title

OFFICE BUILDING KITCHEN PLAN Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker Échelle / Scale

1/4" = 1'-0" Date

2014-09-04

A142

No.

Date

Émis pour / Object

17 18 20 22

2014-03-07 2014-05-13 2014-06-19 2014-08-13

As Indicated Issued for Office Coordination Revision Issued for Construction

24.7

FOR ON I T C U TR S N O C

E.6

WALL GLASS SYSTEM, SEE MANUFACTURE

4 A143

PLAN DETAIL AXE E.6 & 24.7 - SQUASH COURT 1" = 1'-0"

F 24.7 TUBULAR PAINTED STEEL HANDRAIL, @ 3'-6" HEIGHT, D=38mm Ingénieur - Mécanique et électricité

WALL GLASS SYSTEM, SEE MANUFACTURE

3' - 0" MAX 4" MAX

2' - 0"

01 GROUND FLOOR SLAB 100' - 0"

1/2" GYPSUM BORAD

1' - 0" MIN

4" MAX

3' - 6"

STEEL PAN STAIR WITH CONCRETE AND CERAMIC FINISH

GROUND FLOOR SLAB 100' - 0"

STEEL PAINTED BOTTOM RAIL TUBE, 25.4 X 25.4

Ingénieur - Structure

PAINTED STEEL HANDRAIL, 3'-6" HEIGHT

SQUASH COURT(113) 98' - 0"

Builder

3 A143

PLAN DETAIL - SQUASH COURT 1" = 1'-0"

A143

SECTION AT SQUASH STAIR 1" = 1'-0"

Architecte / Architect Architectes

270 Prince Studio 200 Montréal Québec H3C.2N3

24.7

T.514.861.5122 F.514.861.5383 www.rubinrotman.com

E.6

PAINTED STEEL HANDRAIL, 3'-6" HEIGHT

This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

A143 Sceau / Seal Note:

ELEV.

100' - 0"

ELEV.

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

98' - 0" 3" 1' - 6" ELEV.

98' - 0"

21' - 1 3/8"

A143

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

CURTAIN WALL AND DOOR TO BE SUPLLIED BY SQUASH COURT SUPPLIER Projet / Project

GROUND FLOOR SLAB 100' - 0"

PAINTED STEEL HANDRAIL, 3'-6" HEIGHT F

Tenaquip - Senneville

3 49

A143

SQUASH COURT(113) 98' - 0"

1' - 0"

3' - 10"

22555 Transcanada Senneville, Quebec

2' - 9"

A143

GLASS HANDRAIL ELEVATION 1/2" = 1'-0"

3' - 6"

Titre / Title

SQUASH COURT (#113) - DETAILS 2

5 A143

PAINTED STEEL HANDRAIL, 3'-6" HEIGHT

HANDRAIL DETAIL - SQUASH 1" = 1'-0"

A143

1 A143

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Échelle / Scale

SQUASH COURT (113)- PLAN - 01 GROUND FLOOR 1/4" = 1'-0"

Révision

Checker As indicated Date

2014-09-04

A143

5.5

Date

Émis pour / Object

8 11

2013-09-06 2013-11-19

13 14 15

2013-12-18 2014-02-03 2014-02-14

2014-05-13

20 25

2014-06-19 2014-09-10

Pricing Revision 2 Issued for Office Enveloppe Coordination Issued for Office Envelope Pricing Issued for Permit Issued for Office Coordination / Pricing Issued for Warehouse Construction Revision 2 Revision Revision

Acoustic ceiling tile 24"x48" : Building-standard metallic, modular ceiling grid system on a rectangular grid with modular lay-in acoustical fiber or fiberglass panels: Armstrong Prelude ML 15/16" Exposed Tee; Cortega Second Look-II-2767, 2' x 4 'x 3/4", Angled tegular edge or equiv.

1' - 0 5/8"

No.

1/2" Gypsum Board Ceiling

5' - 8 1/8"

LADDER WITH CAGE ABOVE AT 8'

2' - 9"

ACCESS PANEL IN GYPSUM TO ROOF HATCH

8 1/4"

17' - 3 3/4"

GBC 10' - 0"

1' - 2 1/2"

2hr Fire Rated Ceiling - 1" Type X Gypsum Board - 2 1/2" "C-H" Studs @ 24" O.C. - 2 layers 1/2" Type X Gypsum Board

9' - 7 1/4"

12' - 4"

2' - 9"

1' - 4 5/8"

323 STAIR

General Notes:

W071

2. Center and align ceiling grid within spaces so that cut tiles are of maximum size.

4' - 0 7/8"

146 WC

3. All acoustic ceiling at 10'-0" A.F.F. unless otherwise noted. A

145 OFFICE

LADDER WITH CAGE ABOVE AT 8'

5' - 1"

GBC 10' - 0"

ACC 10' - 0"

4. Provide seismic bracing for all suspended ceiling and must be in compliance with chapter 4 of th National Building Code 5. Refer to Electrical Drawings and Specifications for quantity and types of lighting fixtures.

131 ELECT. ROOM

6. Place sprinkler heads in ceiling tile in the center of the 24" x 24" portion of the 24" x 48" tile if the ceiling tile has a ridge or groove down the center.

ROOM TO BE 1HR F.R.

11 1/8"

17' - 5 1/8"

W072

320 OFFICE

L.5

W131

LIGHTING FIXTURES LEGEND

W073

ACC 10' - 0"

FOR ON I T C U TR S N O C

1. Gypsum board ceilings, soffits, and special type ceilings are as shown on plans.

(see mechanical drawings for exact specifications of fixtures types and quantities) Recessed spot lighting fixture

15' - 5 5/8"

16' - 3 7/8"

6' - 10 5/8"

145A CONF. RM.

8' - 1 1/8"

8' - 0 5/8"

ACC 10' - 0"

STRUCTURAL STEEL TO BE PROTECTED AGAINST HYDROCARBON FIRE ACCORDING TO FM STANDARDS

W132

132 DIESEL STORAGE

Suspended lighting fixture Suspended linear lighting fixture

Ingénieur - Mécanique et électricité

Recessed Parabolic 2'x2'

A.5

ROOM TO BE 2HR F.R.

3' - 6"

8' - 3" K

10 1/4"

Recessed Parabolic 2'x4' M Ingénieur - Structure

Emergency EXIT lighting signage on ceilings (See electrical drawings) 13.5

4 A150

SHIPPING & RECEIVING MEZZANINE RCP 3/16" = 1'-0"

Emergency EXIT lighting signage on walls (See electrical drawings)

MANUFACTURING MEZZANINE RCP 3/16" = 1'-0"

A150

1 STRUCTURAL STEEL TO BE PROTECTED AGAINST HYDROCARBON FIRE ACCORDING TO FM STANDARDS

A300

5.5

Builder

Recessed linear lighting fixture (ceiling and/or wall) B

Exterior lighting (See electrical drawings)

Surface linear lighting fixture

133 GENERATOR ROOM

Surface lighting fixture

Architecte / Architect

1' - 0"

ROOM TO BE 1HR F.R. Architectes 270 Prince Studio 200 Montréal Québec H3C.2N3

Wall Mounted lighting fixture

5' - 11 1/8"

6' - 5"

GBC 8' - 0"

3' - 3"

Recessed lighting fixture

143 VESTIBULE

GBC 8' - 0"

Diffuser 2'x2', (see Mechanical)

W133

This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

Sceau / Seal

145 W.C.

Note:

B.5

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

GBC 8' - 0"

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

L.5

144 CAFETERIA

134 W.C. MEN

142 W.C. & LOCKERS MEN

W137a

137 VESTIBULE

ACC 8' - 6"

8' - 8"

13' - 6 1/4"

135 W.C. WOMEN

142 W.C. & LOCKERS MEN

6' - 7"

GBC 8' - 0"

Projet / Project

138 SPRINKLER RM

ROOM TO BE 1HR F.R.

A312

GBC 8' - 0"

136 W.C.

8' - 0 5/8"

W136

6' - 1 3/4"

8' - 0 1/2"

T.514.861.5122 F.514.861.5383 www.rubinrotman.com

Ceiling Access

7' - 8"

W134

5' - 2 3/4"

W135

5' - 7 7/8"

6' - 3"

1' - 4"

GBC 8' - 0"

6' - 10"

4' - 3 1/2"

GBC 8' - 0"

Tenaquip - Senneville

W138

22555 Transcanada Senneville, Quebec

11' - 1 1/2"

6' - 10 1/2"

C K

W137

1' - 4"

12' - 4 1/4"

GBC 8' - 0" 5' - 8"

Titre / Title

9 1/4"

17' - 3"

WAREHOUSE REFLECTED CEILING PLANS

11 3/4" M

13.5

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Échelle / Scale

5 A150

SHIPPING AND RECEIVING GROUND FLOOR RCP 3/16" = 1'-0"

Révision

Checker

3 A150

MANUFACTURING GROUND FLOOR RCP 3/16" = 1'-0"

1 A150

MECHANICAL / ELECTRICAL / SPRINKLER ROOMS RCP 3/16" = 1'-0"

As indicated Date

2014-09-04

A150

CEILING LEGEND Acoustic ceiling tile 24"x24" : Building-standard metallic, modular ceiling grid system on a rectangular grid with modular lay-in acoustical fiber or fiberglass panels: Armstrong Prelude ML 15/16" Exposed Tee; Armstrong Cortega Lay-in - 704, 2' x 2 'x 5/8", Angled tegular edge or equiv. Acoustic ceiling tile 24"x48" : Building-standard metallic, modular ceiling grid system on a rectangular grid with modular lay-in acoustical fiber or fiberglass panels: Armstrong Prelude ML 15/16" Exposed Tee; Cortega Second Look-II-2767, 2' x 4 'x 3/4", Angled tegular edge or equiv. E.6

No.

Date

Émis pour / Object

7 8 11

2013-08-08 2013-09-06 2013-11-19

12 13 14 15

2013-12-18 2013-12-18 2014-02-03 2014-02-14

17 18 20 22 25

2014-03-07 2014-05-13 2014-06-19 2014-08-13 2014-09-10

Pricing Revision 1 Pricing Revision 2 Issued for Office Enveloppe Coordination Revision Issued for Office Envelope Pricing Issued for Permit Issued for Office Coordination / Pricing As Indicated Issued for Office Coordination Revision Issued for Construction Revision

E.6 1/2" Gypsum Board Ceiling

30' - 0"

115 GYM

113 SQUASH COURT

GBC 16' - 9 1/4"

UNDERSIDE OF SLAB AT 97'-0" -SEE STRUCTURAL

ACC. 13' - 0"

2hr Fire Rated Ceiling - 1" Type X Gypsum Board - 2 1/2" "C-H" Studs @ 24" O.C. - 2 layers 1/2" Type X Gypsum Board

General Notes:

GBC 10' - 0"

FOR ON I T C U TR S N O C

1. Gypsum board ceilings, soffits, and special type ceilings are as shown on plans.

110A 112 LOCKERS MEN JANITOR CLOSET

GBC 10' - 0"

111A LOCKERS WOMEN

ACC. 10' - 0"

4. Provide seismic bracing for all suspended ceiling and must be in compliance with chapter 4 of th National Building Code

G (see mechanical drawings for exact specifications of fixtures types and quantities)

7' - 6"

117 SHOWROOM

Recessed spot lighting fixture

G.2

101 RECEPTION

107 LOCKERS

180' - 0"

118 ELECT. ROOM

GBC 10' - 0"

119 CORRIDOR

006 ELECT. RM

106A PHOTO STUDIO

103 KITCHEN

GBC 8' - 0"

007 MECH. RM

Exterior lighting (See electrical drawings)

003 SAS

Recessed linear lighting fixture (ceiling and/or wall) Surface linear lighting fixture

005 JANITOR RM

ACC. 13' - 0"

Architecte / Architect

ES001 STAIRCASE 004 STORAGE

15' - 0"

Architectes 270 Prince Studio 200 Montréal Québec H3C.2N3 T.514.861.5122 F.514.861.5383 www.rubinrotman.com

30' - 0"

Ceiling Access

GBC 8' - 0"

GBC 17' - 0"

Wall Mounted lighting fixture

Recessed lighting fixture

J.5

ACC. 15' - 0"

Emergency EXIT lighting signage on walls (See electrical drawings)

Surface lighting fixture

15' - 0"

ACC. 10' - 0"

Ingénieur - Structure

Builder

GBC 12' - 0"

Recessed Parabolic 2'x4'

H.5

GBC 10' - 0" 15' - 0"

102 CORRIDOR

15' - 0"

REF.

Recessed Parabolic 2'x2'

Emergency EXIT lighting signage on ceilings (See electrical drawings)

GBC 13' - 0"

GBC 10' - 0"

001 GARAGE

180' - 0"

ACC. 10' - 0"

Ingénieur - Mécanique et électricité

G.4

A317

20' - 0 3/4"

GBC 13' - 0"

Suspended linear lighting fixture

20' - 0 3/4"

A317

GBC 10' - 0"

9' - 11 1/4"

Suspended lighting fixture

G.4

ACC. 12' - 0"

6. Place sprinkler heads in ceiling tile in the center of the 24" x 24" portion of the 24" x 48" tile if the ceiling tile has a ridge or groove down the center.

LIGHTING FIXTURES LEGEND

ACC. 10' - 0"

F.8

GBC 10' - 0"

119 CORRIDOR

5. Refer to Electrical Drawings and Specifications for quantity and types of lighting fixtures.

UNDERSIDE OF SLAB AT 99'-0" -SEE STRUCTURAL

ACC. 13' - 0"

GBC 17' - 0"

2. Center and align ceiling grid within spaces so that cut tiles are of maximum size. 3. All acoustic ceiling at 10'-0" A.F.F. unless otherwise noted.

F.8

111 W.C. WOMEN

GBC 10' - 0"

30' - 0"

110 W.C. MEN

F.3

22' - 6"

GBC 10' - 0"

116 CORRIDOR

F.3

22' - 6"

GBC 10' - 0"

7' - 6"

GBC 10' - 0"

Diffuser 2'x2', (see Mechanical)

J.7

Sceau / Seal

106 AUDITORIUM

Note:

ACC. 10' - 0"

PROVIDE NAILING SURFACE FOR CEILING MOUNTED PROJECTOR

104 CAFETERIA

Projet / Project

K.6

20' - 0"

13' - 4 1/2"

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

30' - 0"

ACC. 13' - 0"

105 EXIT

UNDERSIDE OF SLAB AT 99'-0" -SEE STRUCTURAL

30' - 0"

ACC. 16' - 9"

2' - 0"

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

8' - 1 1/2" 85' - 0"

21' - 6"

16' - 0"

K.6

2' - 0"

4' - 0"

20' - 0"

13' - 4 1/2"

8' - 1 1/2"

21' - 6"

16' - 0"

Tenaquip - Senneville 22555 Transcanada Senneville, Quebec

4' - 0"

85' - 0"

Titre / Title

OFFICE BUILDING REFLECTED CEILING PLANS 22

24.7

26.7

24.7

26.7

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker

2 A151

OFFICE - 01 GROUND FLOOR RCP 3/32" = 1'-0"

1 A151

Échelle / Scale

OFFICE - 00 BASEMENT 3/32" = 1'-0"

As indicated Date

2014-09-04

A151

E.6

305 OFFICE 2' - 0"

314 CONF. ROOM

2 A155 2' - 0"

GBC 10' - 0"

9' - 11 1/4"

G.2

ACC. 10' - 6"

2' - 0"

180' - 0"

209 CORRIDOR

2 A155

TYP

204 SERVER ROOM

A155

ACC. 10' - 0"

GBC 10' - 0"

2 3

203 A155 CONF. ROOM

224 OFFICE

2' - 0"

ACC. 10' - 6"

A155

Emergency EXIT lighting signage on ceilings (See electrical drawings)

10' - 0"

214 CONF. ROOM

ACC. 10' - 0"

311 OFFICE

310 OFFICE

202 OPEN AREA

308 CORRIDOR

Builder

Recessed linear lighting fixture (ceiling and/or wall)

ACC. 10' - 0"

213 OFFICE

Surface linear lighting fixture

GBC 13' - 0"

ACC. 10' - 0"

208 CORRIDOR

202 OPEN AREA

210 OFFICE

TYP

Architectes 270 Prince Studio 200 Montréal Québec H3C.2N3

Recessed lighting fixture

T.514.861.5122 F.514.861.5383 www.rubinrotman.com

Ceiling Access Copyright / Droit d'auteur

J.7

211 OFFICE

Architecte / Architect

Wall Mounted lighting fixture

ES201 STAIRCASE

212 OFFICE

J.7

ACC. 10' - 0"

Exterior lighting (See electrical drawings)

208 CORRIDOR

ACC. 10' - 0"

Emergency EXIT lighting signage on walls (See electrical drawings)

30' - 0"

308 CORRIDOR

312 OFFICE

ACC. 10' - 0"

Ingénieur - Structure

Surface lighting fixture

30' - 0"

ACC. 10' - 0"

Recessed Parabolic 2'x4'

ACC. 10' - 0"

222 GBC ELECTRICAL 223 COATS

TYP

GBC 10' - 0"

200 VESTIBULE

216 W.C. WOMEN

215 COFFEE

302 OPEN AREA

308 CORRIDOR

Suspended linear lighting fixture

180' - 0"

205 CONF. ROOM

GBC 10' - 0"

324 OFFICE

GBC 10' - 0"

ACC. 10' - 0"

ES301 STAIRCASE

Suspended lighting fixture

GBC 10' - 0"

1' - 9"

2' - 6 5/8"

GBC 10' - 0"

ACC. 10' - 0"

207 CONF. ROOM

GBC 10' - 0"

ACC. 10' - 0"

Recessed spot lighting fixture

Recessed Parabolic 2'x2'

302 OPEN AREA

(see mechanical drawings for exact specifications of fixtures types and quantities)

G.4

ACC. 10' - 6"

313 OFFICE

6. Place sprinkler heads in ceiling tile in the center of the 24" x 24" portion of the 24" x 48" tile if the ceiling tile has a ridge or groove down the center.

LIGHTING FIXTURES LEGEND

221 OFFICE ACC. 10' - 0"

ACC. 10' - 6"

2' - 0"

GBC 10' - 0"

22' - 6"

F.8

20' - 0 3/4"

ACC. 10' - 6"

2' - 0"

ACC. 10' - 0"

217 W.C. MEN

2' - 0"

ACC. 10' - 6"

TYP2' - 0"

307 CONF. ROOM

10' - 0"

323 COATS

5. Refer to Electrical Drawings and Specifications for quantity and types of lighting fixtures.

F.8

30' - 0"

2' - 0"

2' - 0" A155

303 CONF. ROOM

206 OPEN AREA

Ingénieur - Mécanique et électricité

322 GBC ELECTRICAL

315 COFFEE

TYP 3

209 CORRIDOR

FOR ON I T C U TR S N O C

4. Provide seismic bracing for all suspended ceiling and must be in compliance with chapter 4 of th National Building Code

G.4

ACC. 10' - 0"

316 W.C. WOMEN

2014-03-07 2014-05-13 2014-06-19 2014-08-13 2014-08-13 2014-09-10

3. All acoustic ceiling at 10'-0" A.F.F. unless otherwise noted.

209 CORRIDOR

2' - 0"

17 18 20 21 22 25

2. Center and align ceiling grid within spaces so that cut tiles are of maximum size.

ES202 STAIRCASE

G.2

2' - 0"

2014-02-03 2014-02-14

F.3

ACC. 10' - 0"

7' - 6"

ACC. 10' - 0"

GBC 10' - 0"

2' - 0" TYP A155

GBC 10' - 0"

206 OPEN AREA

306 OPEN AREA

GBC 9' - 11"

304 CONF. ROOM

14 15

Pricing Revision 1 Pricing Revision 2 Issued for Office Enveloppe Coordination Issued for Permit Issued for Office Coordination / Pricing As Indicated Issued for Office Coordination Revision Revision Issued for Construction Revision

1. Gypsum board ceilings, soffits, and special type ceilings are as shown on plans.

GBC 13' - 0"

321 OFFICE

GBC 10' - 0"

30' - 0"

F.3

GBC 10' - 0"

300 VESTIBULE

2013-08-08 2013-09-06 2013-11-19

General Notes:

220 GBC JANITOR 10' - 0"

219 OFFICE

TYP 2

22' - 6"

317 W.C. MEN

7 8 11

2hr Fire Rated Ceiling - 1" Type X Gypsum Board - 2 1/2" "C-H" Studs @ 24" O.C. - 2 layers 1/2" Type X Gypsum Board

7' - 6"

GBC 10' - 0"

ES302 STAIRCASE

GBC 10' - 0"

ACC. 10' - 6"

A155

ACC. 10' - 0"

Émis pour / Object

1/2" Gypsum Board Ceiling

9' - 11 1/4"

ACC. 10' - 0"

318 OFFICE ACC. 10' - 0"

320 JANITOR

30' - 0"

ACC. 10' - 6"

2' - 0"

319 OFFICE

Date

2' - 0"

GBC 10' - 0"

306 OPEN AREA

ACC. 10' - 0"

20' - 0 3/4"

306 OPEN AREA

206 OPEN AREA

30' - 0"

GBC 9' - 0"

No.

ACC. 10' - 0"

Diffuser 2'x2', (see Mechanical)

This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

Sceau / Seal

A155

Note:

TYP

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

2 A155

GBC 10' - 0"

202 OPEN AREA

2' - 0"

301 OFFICE

ACC. 10' - 6"

GBC 10' - 0"

2' - 0"

GBC 9' - 0"

ACC. 10' - 0"

30' - 0"

302 OPEN AREA

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

30' - 0"

2' - 0"

201 OFFICE

Projet / Project

2' - 0"

K.6

Tenaquip - Senneville 2' - 0"

20' - 0"

13' - 4 1/2"

8' - 1 1/2"

21' - 6"

16' - 0"

4' - 0"

2' - 0"

20' - 0"

13' - 4 1/2"

8' - 1 1/2"

21' - 6"

16' - 0"

22555 Transcanada Senneville, Quebec

4' - 0"

85' - 0"

Titre / Title

2 A152

OFFICE - 03 THIRD FLOOR 3/32" = 1'-0"

24.7

26.7

27 22

1 A152

OFFICE - 02 SECOND FLOOR 3/32" = 1'-0"

24.7

26.7

OFFICE BUILDING REFLECTED CEILING PLANS

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker Échelle / Scale

As indicated Date

2014-09-04

A152

No.

Date

Émis pour / Object

14 15

2014-02-03 2014-02-14

17 18 22

2014-03-07 2014-05-13 2014-08-13

Issued for Permit Issued for Office Coordination / Pricing As Indicated Issued for Office Coordination Issued for Construction

FOR ON I T C U TR S N O C

Ingénieur - Mécanique et électricité

Ingénieur - Structure

Builder

Architecte / Architect Architectes 270 Prince Studio 200 Montréal Québec H3C.2N3 T.514.861.5122 F.514.861.5383 www.rubinrotman.com Copyright / Droit d'auteur

Sceau / Seal Note: L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

H.5

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

1/2" GYPSUM BOARD

+10'-6" 24" x 24" ACOUSTIC TILE

1/2" GYPSUM BOARD

VARIABLE

24"x48" ACOUSTIC TILES

3/8" TEMPERED GLASS, TYPICAL

+10'-0" GYPSUM BOARD CEILING

ALUMINIUM TRIM

Projet / Project

3 1/2" METAL STUD

Tenaquip - Senneville

+10'-0" 24" x 48" ACOUSTIC TILE

22555 Transcanada Senneville, Quebec Titre / Title

CONF. RM 1/2" GYPSUM BOARD

3 A155

24"x48" ACOUSTIC TILES

SECTION DETAIL - BULKHEAD & ACT 1" = 1'-0"

CEILING DETAILS

CORRIDOR

ALUMINIUM TRIM 2nd FLOOR 120' - 0"

2 A155

SECTION DETAIL AT GLASS WALL 1" = 1'-0"

1 A155

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker

CEILING DETAIL CONF. RM - CORRIDOR 1" = 1'-0"

Échelle / Scale

1" = 1'-0" Date

2014-09-04

A155

EQUIPMENT & MILLWORK NOTES Notes

E.6

206 OPEN AREA

30' - 0"

219 OFFICE

A702

F.3

ES202 STAIRCASE

218 OFFICE

112 111A JANITOR CLOSET LOCKERS WOMEN

110A LOCKERS MEN

HWT

22' - 6"

206 OPEN AREA

7 8 10 14 15

2013-08-08 2013-09-06 2013-11-19 2014-02-03 2014-02-14

18 21 22 25

2014-05-13 2014-08-13 2014-08-13 2014-09-10

Pricing Revision 1 Pricing Revision 2 Issued for Warehouse Construction Issued for Permit Issued for Office Coordination / Pricing Issued for Office Coordination Revision Issued for Construction Revision

4. Locker area lockers to be free standing metal. Lockers to have 2 interior hooks and shelf. Manufacturer: Lockers of America or equal. Provide Cam lock hasp for user provided lock.

A700

22' - 6"

206 OPEN AREA

Émis pour / Object

3. Coffee Rooms are to have built-in base and wall cabinetry, equipped with cold water supply and drain, (1) under counter energy-efficient refrigerator only, trash receptacles. Provide enclosed gypsum wall board soffits above wall-mounted cabinets.

220 JANITOR

Date

2. Coffee Rooms are to have built-in base and wall cabinetry, equipped with sink, hot and cold water, (2) microwave ovens, coffee machine (single serving) & filtered water supply, (1) conventional energy-efficient combination refrigerator/ freezer, trash receptacles. Provide enclosed gypsum wall board soffits above wallmounted cabinets.

115 GYM

113 SQUASH COURT

1. Coffee Room built-in cabinetry is to be high-pressure plastic laminate veneer laminated to composite wood board or plywood substrate. Base cabinets to have doors, interior adjustable shelf, and drawer. Wall cabinets to have hinged doors and interior adjustable shelves. Cabinet doors to have heavy duty concealed hinges. Drawers to have heavy-duty full-extension drawer glides. Cabinet interiors are to be low pressure laminate or melamine veneer. Countertops are to be solid surface material on plywood substrate.

No.

5. Interior Signage and Graphics a. Provide the following directional and location modular and interchangeable signage system: a.1 For each door of support space, building utility/system rooms, restrooms, etc. a.2 Employees name or room name and numbers. a.3 Regulatory signage per code.

FOR ON I T C U TR S N O C

6. Window coverings shall be manually-operated roller style shade systems with woven light-filtering fabric.

117 SHOWROOM

217 W.C. MEN

111 W.C. WOMEN

7' - 6"

110 W.C. MEN

7' - 6"

221 OFFICE

A702

9' - 11 1/4"

G.2

9' - 11 1/4"

G.2

2 5

G.4

A155

A510

204 SERVER ROOM

119 CORRIDOR

118 ELECT. ROOM

107 LOCKERS

223 COATS

A600

109 COATS

214 CONF. ROOM 13' - 6"

1 A600

224 OFFICE

Builder

203 CONF. ROOM

106A PHOTO STUDIO

103 KITCHEN

202 OPEN AREA

ES201 STAIRCASE

213 OFFICE

H Ingénieur - Structure

30' - 0"

16' - 6"

222 ELECTRICAL

HWT

180' - 0"

A601

215 COFFEE

108 INFIRMARY

OPEN TO BELOW

Ingénieur - Mécanique et électricité

180' - 0"

A400

30' - 0"

205 CONF. ROOM

216 W.C. WOMEN

101 RECEPTION

1 20' - 0 3/4"

13' - 6"

207 CONF. ROOM

G.4

20' - 0 3/4"

A317

202 OPEN AREA

106 AUDITORIUM

Architecte / Architect Architectes

270 Prince Studio 200 Montréal Québec H3C.2N3

UP UP

30' - 0"

212 OFFICE

30' - 0"

UP UP UP

J.7

211 OFFICE

T.514.861.5122 F.514.861.5383 www.rubinrotman.com

J.7

104 CAFETERIA

210 OFFICE

This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

Sceau / Seal Note: L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

202 OPEN AREA

30' - 0"

A142

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

201 OFFICE Projet / Project

UP K.6

2' - 0"

20' - 0"

13' - 4 1/2"

8' - 1 1/2"

21' - 6"

16' - 0"

K.6

Tenaquip - Senneville

4' - 0"

85' - 0"

24.7

26.7

22555 Transcanada Senneville, Quebec

27 Titre / Title

2' - 0"

20' - 0"

13' - 4 1/2"

8' - 1 1/2"

21' - 6"

16' - 0"

FURNITURE & EQUIPMENT PLAN

4' - 0"

85' - 0"

24.7

26.7

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker

2 A160

OFFICE - FURNITURE PLAN - 02 SECOND FLOOR 3/32" = 1'-0"

1 A160

OFFICE - FURNITURE PLAN - 01 REZ-DE-CHAUSSEE 3/32" = 1'-0"

Échelle / Scale

As indicated Date

2014-09-04

A160

EQUIPMENT & MILLWORK NOTES Notes 1. Coffee Room built-in cabinetry is to be high-pressure plastic laminate veneer laminated to composite wood board or plywood substrate. Base cabinets to have doors, interior adjustable shelf, and drawer. Wall cabinets to have hinged doors and interior adjustable shelves. Cabinet doors to have heavy duty concealed hinges. Drawers to have heavy-duty full-extension drawer glides. Cabinet interiors are to be low pressure laminate or melamine veneer. Countertops are to be solid surface material on plywood substrate.

E.6

306 OPEN AREA

305A W.C.

319 OFFICE

320 JANITOR

Émis pour / Object

7 8 14 15

2013-08-08 2013-09-06 2014-02-03 2014-02-14

18 20 22

2014-05-13 2014-06-19 2014-08-13

Pricing Revision 1 Pricing Revision 2 Issued for Permit Issued for Office Coordination / Pricing Issued for Office Coordination Revision Issued for Construction

4. Locker area lockers to be free standing metal. Lockers to have 2 interior hooks and shelf. Manufacturer: Lockers of America or equal. Provide Cam lock hasp for user provided lock. 5. Interior Signage and Graphics a. Provide the following directional and location modular and interchangeable signage system: a.1 For each door of support space, building utility/system rooms, restrooms, etc. a.2 Employees name or room name and numbers. a.3 Regulatory signage per code.

15' - 0"

305 OFFICE

Date

15' - 0"

4 A702

No.

FOR ON I T C U TR S N O C

6. Window coverings shall be manually-operated roller style shade systems with woven light-filtering fabric. F.3

306 OPEN AREA

ES302 STAIRCASE

318 OFFICE

DN 22' - 6"

A702

306 OPEN AREA

F.8

317 W.C. MEN 7' - 6"

321 OFFICE

9' - 11 1/4"

G.2

2 A702

Ingénieur - Mécanique et électricité

G.4

300 VESTIBULE 3

316 W.C. WOMEN

20' - 0 3/4"

304 CONF. ROOM

307 CONF. ROOM

Ingénieur - Structure

A601

330 TERRACE

315REF. COFFEE

HWT

180' - 0"

A510

322 ELECTRICAL

Builder

303 CONF. ROOM

323 COATS 314 CONF. ROOM

30' - 0"

TERRACE OCCUPANT LOAD TO NOT EXCEED 100 PEOPLE

324 OFFICE

Architecte / Architect

HANDICAP LIFT, SAVARIA, MODEL V1504-P-PX

Architectes 270 Prince Studio 200 Montréal Québec H3C.2N3

ES301 UP STAIRCASE

313 OFFICE

T.514.861.5122 F.514.861.5383 www.rubinrotman.com

302 OPEN AREA

312 OFFICE

30' - 0"

This drawing is subject to copyright. It is not to be reproduced for any purpose or by any means, and may only be used if it bears an original stamp and signature.

308 CORRIDOR

302 OPEN AREA

Sceau / Seal Note:

J.7

311 OFFICE

L'entrepreneur doit vérifier toutes les dimensions et informations sur le site et aviser immédiatement l'architecte de toutes erreurs ou omissions.

310 OFFICE K

Contractor shall verify all information and dimensions on site and immediately report any errors or omissions to the architect.

30' - 0"

Projet / Project

301A W.C.

302 OPEN AREA

301 OFFICE

Tenaquip - Senneville

22555 Transcanada Senneville, Quebec

A702 K.6

2' - 0"

20' - 0"

13' - 4 1/2"

8' - 1 1/2"

21' - 6"

16' - 0"

4' - 0"

Titre / Title

FURNITURE & EQUIPMENT PLAN

85' - 0"

24.7

26.7

Dessiné par / Drawn by

No. projet / Project number

Author

#1161

Vérifié par / Verified by

No. dessin / Drawing number

Révision

Checker

1 A161

OFFICE - FURNITURE PLAN - 03 THIRD FLOOR 3/32" = 1'-0"

Échelle / Scale

As indicated Date

2014-09-04

A161

FINISH LEGEND Floor & Wall Tiles: