Communitech- Construction Drawings

COMMUNITECH LOGO

HUMBER LOGO

COMMUNITECH CO-WORKING OFFICE DESIGN DEVELOPMENT DRAWINGS ERIN FLEMING HUMBER COLLEGE PROFESSOR: ANNA STRANKS INTD3500 05/04/2019

PROJECT NAME

SHEET TILTLE

INDEX SHEET PROJECT NORTH

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DRAWN BY

ERIN FLEMING DATE

CHECKED BY

ANNA STRANKS SCALE

23/04/2018 FILE NAME

N/A PROJECT NO.

COMMUNITECH DESIGN SHEET NO

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GESTURE 8c

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KEY PLAN ID

ID

ID

7

7a

1

FURNITURE PLAN SCALE 1:100

LIST OF DRAWINGS DEMOLITION PLANS CONSTRUCTION PLANS REFLECTED CEILING PLAN VOICE/POWER/DATA PLAN FINISHES PLAN ELEVATIONS SECTIONS DETAILS

LIST OF ABBREVIATIONS ID1.1 ID1.2 ID1.3 ID1.4 ID1.5 ID2.1 ID3.1 ID4.1

AFC AFF ACT AUTO CLGHT CL CONC DPTN FIN FLR FRST GL NTC GWB LAM LCK OC P PT PLYWD RB A. WC WD VNR

ABOVE FINISHED COUNTER ABOVE FINISHED FLOOR ACOUSTIC CEILING TILE AUTOMATIC DOOR OPENER CEILING HEIGHT CLOSER CONCRETE DEMOLITION PARTITION FINISHED FLOOR FROSTED GLASS NOT TO SCALE GYPSUM WALL BOARD LAMINATE LOCKSET ON CENTER PARTITION PAINT PLYWOOD RUBBER BASE TYPICAL WALL COVERING WOOD VENEER

DRAWING ANNOTATIONS dwg sht

DRAWING TITLE

1 2.3

ELEVATION SYMBOL

1 3.1

SECTION SYMBOL

DIMENSION

FOYER

COMMUNITECH LOGO

ROOM NAME

101

ROOM NUMBER

MTL

FLOOR FINISHES TAG

FIN MTL FIN

HUMBER LOGO

WALL FINISHES TAG

MILLWORK TAG

M4

PROJECT NAME

P3

WALL ASSEMBLY TAG

EXISTING PARTITION TO MAKE GOOD NEW WALL ASSEMBLY

SHEET TILTLE

INDEX SHEET PROJECT NORTH

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TN

DRAWN BY

ERIN FLEMING DATE

CHECKED BY

ANNA STRANKS SCALE

05/04/2019 FILE NAME

N/A PROJECT NO.

DESIGN DEVELOPMENT DRAWINGS SHEET NO

N/A

N/A

GENERAL NOTES

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1. GENERAL CONTRACTOR TO CONFIRM ALL MEASUREMENTS ON SITE.

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2.

ANY DISCREPANCIES BETWEEN DRAWINGS AND SITE CONDITIONS SHOULD BE REPORTED TO THE DESIGNER PRIOR TO THE START OF CONSTRUCTION. ANY ADDITIONAL COSTS INCURRED DUE TO PROCEEDING WITHOUT AUTHORIZATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NOT THE OWNER

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9

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KEY PLAN

3. CONTRACTOR TO MAINTAIN CLEAN SITE THROUGHOUT CONSTRUCTION. 4. LOCATE ALL DOOR JAMBS 150MM FROM CORNER WALL UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TAKEN FROM FACE OF PARTITION. 5. ALL CONSTRUCTION TO COMPLY WITH MUNICIPAL BY-LAWS, AND PROVINCIAL BUILDING CODE. CONTRACTOR TO BE RESPONSIBLE FOR ALL ALTERATIONS AND CHANGES REQUIRED DUE TO NON-CONFORMING CONSTRUCTION PRACTICES AND/ OR PROCEDURES.

6

6. REPAIR, PATCH AND MAKE GOOD ALL ADJACENT WALLS AND SURFACES WHERE EXISTING WALLS HAVE BEEN REMOVED.

7 DEMOLITION PLAN LEGEND

7a EXISTING WALL TO BE REMOVED

EXISTING WINDOW TO BE REMOVED

1 ID1.1

EXISTING WALL TO REMAIN MAKE GOOD TO SUIT WORK

DEMOLITION PLAN SCALE 1:100

EXISTING DOOR TO BE REMOVED

B

5

C

D

E

RCP DEMOLITION LEGEND COMMUNITECH LOGO

EXISTING ACOUSTIC TILE CEILING TO BE REMOVED HUMBER LOGO

6 EXISTING AIR DUCT TO BE REMOVED

PROJECT NAME

SHEET TILTLE

7

DEMOLITION DRAWINGS PROJECT NORTH

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TN

EXISTING LIGHT FIXTURE TO BE REMOVED

7a DRAWN BY

ERIN FLEMING DATE

CHECKED BY

ANNA STRANKS

2 ID1.1

DEMOLITION RCP SCALE 1:100

SCALE

05/04/2019 FILE NAME

1:100 PROJECT NO.

SHEET NO

N/A

ID1.1

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CONSTRUCTION NOTES

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4 4 4a 4b

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5

4c 5

5a 5a

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6

7 7a 7a

7a

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D

E

8

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1.ANY DISCREPANCIES BETWEEN THE CHALKED PARTITION LAYOUT ON CONCRETE AND THESE DRAWINGS RE TO BE REPORTED TO DESIGNER PRIOR TO CONSTRUCTION.

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2. CONTRACTOR TO PROVIDE J-MOULD OR ANGLE MOULD ALONG ALL EXPOSED DRYWALL EDGES, CEILING REVEALS, EXPOSED CORNERS, ECT. CONCEAL WITH JOINT COMPOUND.

3. CONTRACTOR TO PROVIDE DOUBLE METAL STUDS AT EACH DOOR JAMB AND PLYWOOD ROUGH BUCKS.

5

M1

4.LOCATE ALL DOOR JAMBS 150MM FROM CORNER WALL UNLESS OTHERWISE NOTED. 5. CONTRACTOR TO MAINTAIN CLEAN SITE THROUGHOUT CONSTRUCTION PERIOD. ALL DIMENSIONS ARE TAKEN FROM FACE OF PARTITION.

D401

P2

2 ID2.1

P4 WEST HUB

M4

P1

STORAGE

404

3 ID2.1

405

P2

1 ID2.1

WAITING AREA

RECEPTION

406

401

5. ANY DISCREPANCIES, ERRORS, OR OMISSIONS, ECT., BETWEEN THESE DRAWINGS AND SITE CONDITIONS SHALL BE REPORTED TO THE DESIGNER BEFORE ANY WORK IS ANY ADDITIONAL COSTS INCURRED DUE TO PROCEEDING WITHOUT AUTHORIZATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NOT THE OWNER.

P1 M2

4 ID4.1

6. ALL CONSTRUCTION TO COMPLY WITH MUNICIPAL BY-LAWS, AND PROVINCIAL BUILDING CODE. CONTRACTOR TO BE RESPONSIBLE FOR ALL ALTERATIONS AND CHANGES REQUIRED DUE TO NON-CONFORMING CONSTRUCTION PRACTICES AND/ OR PROCEDURES.

P2 D402

7. REPAIR, PATCH AND MAKE GOOD ALL ADJACENT WALLS AND SURFACES WHERE EXISTING WALLS HAVE BEEN REMOVED.

D401

6

P4

D401

8 ID2.1

5 ID2.1

KITCHEN 403

P2 CAFE

M6

402

6 ID2.1

7

P3 M5

P4

7 ID2.1

P2

P2 M3 D401

7a

MILLWORK SCHEDULE NO.

DESCRIPTION

ID NO.

M1

GREEN WALL

ID4.1

M2

RECEPTION DESK

N/A

M3

1 ID1.2

BANQUETTE WITH PLANTER

ID2.1

M4

STORAGE CABINETS

ID2.1

M5

ISLAND COUNTER

N/A

M6

KITCHEN CABINETS

ID2.1

PARTITION PLAN SCALE 1:75

PARTITION LEGEND

PARTITION ASSEMBLIES

EXISTING WALL TO REMAIN MAKE GOOD TO SUIT WORK

P1

PARTITION STC 50-102MM 1HR NON LOAD BEARING 13MM GWB - 2 LAYERS STEEL STUDS 64MM DEEP SPACED 610MM OC 50MM ACOUSTIC BATT INSULATION 13MM GWB - 2 LAYERS ALL OPENINGS AND INTERFACES SHALL BE SEALED

1 HOUR FIRE RATED ASSEMBLY

P2 M1

P3

DOOR SCHEDULE

MILLWORK TAG CONSTRUCTION ASSEMBLY REFER TO NOTES

COMMUNITECH LOGO

FRAME

DOOR

NO.

NEW WALL ASSEMBLY

Type

Thickns. Width

Height Mat'l

Finishes Glazing Mat'l

D101

A

25

915

2133.6 WD

VNR

-

ALUM

D102

B

112

1962

2311.6 GL

FRST GL

-

SSTL

HARDWARE

NOTES

CL, LCK AUTO, SDH

ASSA ALBOY SL500 ENTRANCE SYSTEM HUMBER LOGO

DOOR TYPES

PARTITION STC 52 - 156MM 1HR NON LOAD-BEARING 16MM GWB- 2 LAYERS STEEL STUDS 92MM DEEP SPACED 610MM OC 89MM ACOUSTIC BATT INSULATION 16MM GWB- 2 LAYERS ALL OPENINGS AND INTERFACES SHALL BE SEALED

LINE OF FINISHED CEILING

SENSOR DEVICE FROM ASSA ABLOY

PAINTED ALUMINUM FRAME TRANSOM PANEL WITH MAPLE VENEER FINISH

STAINLESS STEEL TRACK UNIT MOUNTED TO WALL FROM ASSA ABLOY

PROJECT NAME

STAINLESS STEEL FRAME

P3 DOOR TAG

D101

P4

MORTISE LOCK AND LEVER HARDWARE

WET WALL STC 54 NON LOAD BEARING 16MM GWB- 1 LAYER STEEL STUDS 139MM SPACED @ 610MM OC 50MM ACOUSTIC BATT INSULATION 50MM RESILIENT METAL CHANNEL ON ONE SIDE @ 610MM OC 16MM GWB- 2 LAYERS ALL OPENINGS AND INTERFACES SHALLL BE SEALED

WALL SURFACE

WALL SURFACE

SHEET TILTLE

TEMPERED GLASS PANEL THICKNESS 25.4MM

STAINLESS STEEL FULL MORTISE HINGE

PARTITON PLAN PROJECT NORTH

PN

TN

MILLWORK

LINE OF FINISHED FLOOR

STAINLESS STEEL KICKPLATE LINE OF FINISHED FLOOR

DRAWN BY

ERIN FLEMING EXISTING EXTERIOR WALL LOAD BEARING CONCRETE CAST IN PLACE ALL OPENINGS AND INTERFACES SHALL BE SEALED

7b

8

8a

TN

B

8

A- WOOD VENEER DOOR

B - DOUBLE TEMPERED GLASS SLIDING DOOR

DATE

CHECKED BY

ANNA STRANKS SCALE

05/04/2019 FILE NAME

1:75 PROJECT NO.

SHEET NO

N/A

ID102