Renn CAD samples 2020

15'-0" 15'-0" 15'-0" 15'-0"
60'-0"
7'-6"
30'-0"
7'-6"
45'-0"
E
D F G H J K
1
2
3
4
F
S
S
R
1
2
1
3
4
14
13
12
11
10
9
21
22
7
8
6
5
15
16
17
18
19
20
24
23
15'-0" 15'-0"
3
5
7
9 11
2
4
6
8
10 12
17
19
21
23
15
13
18
20
22
24
16
14
ISSUED TO CLIENT
1 02/11/07
NOTES
A-
REVISIONS
NO. DATE
PART 9
DESIGN
1/8" = 1'-0"
D. RENN
02/11/07
FLOOR PLAN
IDEAL CLASSROOM
8R - DESIGN TECHNOLOGY
O1
1 FLOOR LAYOUT
A-01 SCALE: 1/8" = 1'-0"
C:Documents and SettingsDavidMy DocumentsMy
BrockBrock - 8R's - Design Classroom
2 ISSUED TO CLIENT 02/16/07

2'-6"
1'-0"
5"
1'-0"
1"
2"
5"
2"
2"
4"
1"
1 1/2"
1/2"
2'-2 1/2"
3 1/2"
2'-2 1/2"
1/2"
6'-0"
4"
3'-4"
1"
2"
5"
2"
2"
3 1/2" 10 1/2"
1/2"
10 1/2"
1/2"
2'-6"
1'-0"
5"
1'-0"
1"
1 1/2"
3'-0"
1'-2"
1'-5"
1
"
2
1
/
2
"
3
"
2'-0"
1'-4"
1'-1"
3
1/2"
1'-5"
NOTES
A-
REVISIONS
NO. DATE
PART 9
DESIGN
1/2" = 1'-0"
D. RENN
02/11/07
MILLWORK DETAILS
IDEAL CLASSROOM
8R - DESIGN TECHNOLOGY
O2
SCALE: 1/2" = 1'-0"
A-02
MILLWORK DETAILS
1

BEER FRIDGE
CMU
FR
TAP 1 s
LOWERS
LOWERS
LOWERS LOWERS
TAP 2
1'-6
3/8"
8
ID300
9
ID300
1
ID300
4
ID300
7
ID300
1"
3'-5 3/8"
3/4" 1/2"
3'-5 1/2"
1"
1"
3'-8
1/4"
1"
1"
1'-8 3/4"
3/4"
3'-8 1/2"
1"
FRAMED RGB LED LIGHT
PANEL BY ELUMANATION
10"
2'-2"
6"
1'-1 3/4" 1'-1 3/4" 1'-1 3/4"
EXISTING BEER FRIDGE
3'-8"
1'-1 3/4" 1'-1 3/4"
3"
4
1/2"
3'-8"
1'-0"
1"
3"
2
3/8"
5'-6
7/8"
2
3/8"
2'-3"
5"
5"
3"
1
1/8"
2'-0"
1
1/8"
2'-0"
4
1/8"
1"
5'-3"
1"
9"
6'-3
1/2"
3" RECESSED AND TO
ACCOMMODATE 55" TV
1"
3"
2
3/8"
1"
3"
1'-9
1/2"
5
1/8"
1
1/2"
3"
9'-11
1/2"
1
1/2"
1'-1 3/4"
5
ID300
5A
ID300
2
ID300
2A
ID300
IBL-15A POWER OUTLET, 1 PORT
HDMI, 1 CAT6 ETHERNET, 1 COAX
CABLE
6"
6
ID300
3" RECESSED AND TO
ACCOMMODATE 55" TV
IBL-15A POWER OUTLET, 1 PORT
HDMI, 1 CAT6 ETHERNET, 1 COAX
CABLE
3"
2
1/8"
2'-8
1/4"
CORNER
GUARD
TYP.
2
1/8"
4
1/2"
7
3/4"
3'-8"
3'-10 7/8"
FOOT RAIL
4
1/2"
1'-1
1/4"
1"
1'-1
1/4"
4
1/2"
4
1/2"
EQ
3'-6 3/8"
EQ
2"
18'-0"
3'-6 3/8"
EQ
3'-6 3/8"
EQ
3'-6 3/8"
EQ
10
ID300
16'-0"
1"
3"
3"
2"
2'-3"
2"
3"
3"
1
1/8"
2'-1
1/4"
1
1/8"
4
1/8"
1
1/2"
1/8"
2'-8
3/4"
3"
6"
2'-1"
1"
1 1/2"
55"
TV
AND
RECESSED
3"
3"
9'-11
5/8"
24"x24"
PIVOT
HINGE
LOCKABLE
POCKET
DOORS
1"
3"
1'-9
3/8"
5
1/8"
1
1/2"
3"
2'-7
5/8"
1
1/2"
3/8"
3'-6
1/8"
LOWER
STORAGE
AND
DRAWERS
EXISTING
BEER
FRIDGE.
OVERALL
HEIGHT
TO
BE
SITE
VERIFIED
3'-8"
9'-2
5/8"
3'-8"
9"
9
1/8"
CONTINUOUS
QUARTZ
COUNTERTOP
WITH EASED
EDGES. TYP.
DRAWER DOOR
STOP
DRAWER
SLIDE
BLOCKING AS
REQ'D. TYP.
BLOCKING AS
REQ'D. TYP.
CONTINUOUS
CABINET TOP
FOR P-LAM
FINISH:
FORMICA M2178
- BRUSHED
STAINLESS
STEEL
PROVIDE
PLYWOOD
AND
BLOCKING
FOR TV
MOUNT
BLOCKING AS
REQ'D. TYP.
BLOCKING AS
REQ'D. TYP.
BLOCKING AS
REQ'D. TYP.
BLOCKING AS
REQ'D. TYP.
CONTINUOUS
CABINET TOP FOR
P-LAM FINISH:
FORMICA M2178 -
BRUSHED
STAINLESS STEEL
6
ID300
1'-2 1/4" 6"
1 1/2"
14'-6 1/4"
COUNTERTOP
COUNTERTOP
2'-0"
4'-2"
4'-4 1/4"
3"
2 1/2"
4'-2"
2 1/2"
3"
5'-1"
3"
2 1/2" 2 1/2"
3"
5'-1"
14'-6 1/4"
3"
RECESSED
55" TV AND
RECESSED 3"
55" TV AND
RECESSED 3"
2'-0"
2'-7
5/8"
2'-7
1/8"
OVERALL
DOOR
HEIGHT
1/4"
REVEAL
1/4" REVEAL
EQ
EQ
EQ
EQ
EQ
EQ
EQ
3/8"
TYP.
3/8"
3/8"
3/8"
3/8"
3/8"
3/4"
9 1/2"
3/4"
3/4"
4 1/8"
1/2"
4 1/8"
11
3/4"
1'-1
1/4"
1/2"
2'-5"
4 1/8" 4 1/8"
1/2"
3/4"
9
1/2"
3/4"
3/4"
4
1/8"
1/2"
4
1/8"
11 3/4"
1'-1 1/4"
1
1/4"
1
1/4"
10 1/2"
OVERALL DOOR
WIDTH
C/L
1
2" THK. WOOD FRAME
AROUND GLASS PANEL
DOOR FOR LOCKABLE
WINE STORAGE UNIT.
WOOD FOR STAIN FINISH
TO MATCH FORMICA 5489
"ESPRESSO PEAR"
WINE STORAGE TO
HOUSE 14 BOTTLES.
SHELVES TO BE SLOPED
APPROX. 2 DEGREES.
1'-1 1/4"
1/2"
1/4"
TAP 1
TAP 2
CMU
MINI FRIDGE
2'-3"
2'-0"
17'-4 1/8"
9'-2
1/4"
6'-0
1/4"
2'-3"
2'-3"
3'-9
1/4"
5'-7 1/2"
4'-11
1/4"
15'-4 1/8"
16'-0"
QUARTZ TOP FOR
CONTINUOUS FRONT AND
BACK BAR TOP
QUARTZ TOP FOR
CONTINUOUS FRONT
AND BACK BAR TOP
QUARTZ TOP FOR
FRONT BAR
WORK TOP
7'-10 1/2"
SITE CONFIRM
FOR BAR SINK
CUT-OUT
CARVER & ASSOCIATES
2680 MATHESON BLVD. E.
SUITE 106
(905) 872-5678
MISSISSAUGA, ON L4W 0A5
dimensions etc. and report any discrepancies
proceeding with any work.
to CARVER & ASSOCIATES before
The contractor shall check and site verify all
DWG. No.
Checked
Date Drawn Approved
Title
Scale
REVISIONS
Project
Mark void all prints dated
previous to final date above.
Description
Date No. By
ASSOCIATES and is not to be reproduced
used for the project and site specifically
or copied in whole or in part. It is only to be
This drawing is the property of CARVER &
intended herein, and it is not to be used on
any other project. It is to be returned upon
request.
(CANADA)
1
ID300
ELEVATION @ BACKBAR 2
ID300
SECTION @ BACKBAR
5A
ID300
SECTION @ BACKBAR
7
ID300
SIDE ELEVATION 8
SCALE: 1/2" = 1'-0"
ID300
SIDE ELEVATION 9
SCALE: 1/4" = 1'-0"
ID300
COUNTER / BARTOP LAYOUT / ELEVATION
SCALE: 1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0"
3
ID300
EQUIPMENT PLAN
SCALE: 1/2" = 1'-0"
6
ID300
DETAIL @ WINE STORAGE
SCALE: 1" = 1'-0"
ID300
10
ID300
SECTION @ FRONTBAR
SCALE: 1" = 1'-0"
2A
ID300
SECTION @ BACKBAR
SCALE: 1/2" = 1'-0"
5
ID300
SECTION @ BACKBAR
SCALE: 1/2" = 1'-0"
GENERAL MILLWORK NOTES
1. APPLICABLE TO FABRICATION OF ALL MILLWORK
COMPONENTS, UNLESS OTHERWISE SPECIFIED.
2. ALL MILLWORK, UNLESS OTHERWISE NOTED, SHALL BE
CONSTRUCTED OF 19mm PLYWOOD OR EQUIVALENT
SUBSTRATES, UNLESS OTHERWISE SPECIFIED IN DETAILS.
3. ALL HARDWOOD SOLIDS AND VENEERS SHALL BE PREMIUM,
FIRST GRADE, KILN DRIED LUMBER.
4. ALL CUSTOM VENEER LAY-UPS SHALL BE INSTALLED USING
MATCHING METHOD NOTED IN ELEVATIONS AND DETAILS.
WHERE NO MATCHING METHOD IS SPECIFIED, MILLWORK
CONTRACTOR SHALL INSTALL VENEER USING BOOK MATCH
METHOD.
5. ALL MILLWORK SHALL RECEIVE CUSTOM P. LAM, STAIN OR
PAINT FINISHES, AS NOTED WITHIN THE DETAIL DRAWINGS.
MILLWORK CONTRACTOR MUST SUBMIT MATCHED FINISH
SAMPLES TO CARVER & ASSOCIATES (CANADA) FOR
APPROVAL A MINIMUM OF ONE MONTH PRIOR TO
COMMENCEMENT OF PRODUCTION. FINISH SAMPLE MUST
BE REPRESENTATIVE OF FINAL SHEEN.
6. MILLWORK CONTRACTOR MUST SUBMIT MILLWORK SHOP
DRAWINGS TO CARVER & ASSOCIATES (CANADA) FOR FINAL
APPROVAL A MINIMUM OF ONE MONTH PRIOR TO
COMMENCEMENT OF PRODUCTION.
7. NO WORK SHALL PROCEED UNTIL CARVER & ASSOCIATES
(CANADA) HAVE PROVIDED FINAL APPROVAL ON MATCHED
FINISH SAMPLES AND MILLWORK SHOP DRAWINGS. HOLD
UPS IN PRODUCTION AS A RESULT OF FAILURE TO PROVIDE
MATCHED FINISH SAMPLES AND SHOP DRAWINGS
WITHIN SPECIFIED TIMELINE SHALL NOT BE THE
RESPONSIBILITY OF THE DESIGNER.
8. APPROVED MILLWORK CONTRACTOR SHALL SITE VERIFY
ALL DIMENSIONS PRIOR TO COMMENCEMENT OF
PRODUCTION. WHERE SITE DIMENSIONS DO NOT MATCH
MILLWORK DETAIL DRAWINGS AS SUBMITTED BY CARVER &
ASSOCIATES (CANADA), THE MILLWORK CONTRACTOR
SHALL REVISE SHOP DRAWINGS IN ACCORDANCE WITH SITE
VERIFIED DIMENSIONS, AND SUBMIT TO CARVER &
ASSOCIATES (CANADA) FOR REVIEW AND APPROVAL. NO
WORK SHALL COMMENCE UNTIL FINAL APPROVAL IS
PROVIDED BY CARVER & ASSOCIATES (CANADA).
9. ALL MILLWORK CONTAINED WITHIN CONTRACT DOCUMENTS
SHALL BE MANUFACTURED TO CUSTOM SIZES AS SHOWN
ON DRAWINGS AND TO SUIT SITE CONDITIONS. USE OF
STANDARD SIZE CABINETS WITH OVERSIZE FILLER PANELS
WILL NOT BE ACCEPTED.
10.MILLWORK CONTRACTOR SHALL BE RESPONSIBLE FOR THE
ORDER AND COORDINATION OF ALL ITEMS NOTED WITHIN
THE MILLWORK DETAILS. THIS SHALL INCLUDE SUCH ITEMS
AS INSET GLASS PANELS, MILLWORK ACCENT LIGHTING,
ALL HARDWARE, ETC.
11. ALL JOINTS WITHIN MILLWORK COMPONENTS MUST BE
SPLINED, MORTISED AND TENONED, TONGUED OR
DOWELED, OR FULL LENGTH BLOCKED AND SCREWED IN
TWO DIRECTIONS, FOLLOWING THE BEST ALL WORK MUST
BE CAREFULLY CORNER BLOCKED, WELL FITTED, GLUED
AND REINFORCED WITH CONCEALED WOOD SCREWS.
12. ALL EXCESS GLUE MUST CLEANED FROM EXPOSED
SURFACES VISIBLE TO GUEST VIEW.
13.WHERE NATURAL STONE OR QUARTZ TOPS ARE SPECIFIED,
A 19mm SUB-TOP MUST BE PROVIDED FULL WIDTH AND
DEPTH OF CASEWORK.
14.BACK PANELS WITHIN CABINETS MUST BE MINIMUM 13mm
THICKNESS, AND GLUED AND SECURELY FASTENED BY
SCREWS OR STAPLES.
15.TOP EDGES OF DRAWER SIDES AND BACKS MUST BE
SANDED FLAT WITH BEVELLED EDGES AND ROUNDED
BOTTOMS, AND COVERED WITH A CLEAR SEALER COAT AND
FINISHED WITH A CATALYZED TOP COAT. GLUED UP STOCK
MUST MATCH IN COLOUR.
16.DRAWER BOXES MUST HAVE HARDWOOD OR 7-PLY VENEER
SIDES AND BACKS, FINISHED SMOOTH, WITH A CLEAR
SEALER COAT AND FINISHED WITH A CATALYZED TOP COAT.
17. ALL JOINTS MUST BE MULTI-DOVETAIL OR LINEAR DOVETAIL.
DRAWER BOTTOMS MUST BE 9mm PLYWOOD AND IN ALL
CASES MUST BE CONTAINED IN DADOES ON ALL FOUR
SIDES; GLUE BLOCK IN PLACE TO ASSURE
CONTINUED SQUARENESS. DRAWER INTERIOR MUST BE
STAINED AND FINISHED WITH A CATALYZED TOP COAT.
DOVETAILS MUST BE WELL GLUED, FITTED, PUTTIED IF
NECESSARY AND SANDED.
18. ALL EXPOSED METAL MUST BE OF A GAUGE APPROPRIATE
TO THE MILLWORK PIECE, AND MUST HAVE NO VISIBLE
WELDED JOINTS. METAL FINISHES MUST HAVE A CLEAR
ENAMEL MATTE COATING, CLEAR RUST INHIBITOR, BAKED
ENAMEL OR POWDER COATED FINISH FOR HUMIDITY AND
AND WATER PROTECTION TO PREVENT RUST AND
CORROSION.EXPOSED PARTICLE CORE IS NOT PERMITTED.
ALL CUT SURFACES MUST HAVE A FINISHED EDGE.
19. ALL ATTACHMENT HARDWARE MUST BE CONCEALED FROM
VIEW. CONTRACTOR TO TAKE CARE THAT ALL NAIL HOLES
ARE FILLED, MADE SMOOTH AND FINISHED TO MATCH
ADJACENT MILLWORK. WHERE ADHESIVE IS USED AS A
METHOD OF ATTACHMENT, MILLWORK CONTRACTOR MUST
TAKE CARE TO ENSURE THAT EXCESS ADHESIVE IS
IMMEDIATELY CLEANED FROM MILLWORK.
20.ALL ADJUSTABLE SHELVES MUST BE SUPPORTED BY SHELF
SUPPORTS, TWO PER SIDE, AS SPECIFIED BY CARVER &
ASSOCIATES (CANADA). SHELF SUPPORTS MUST NEST INTO
SHELF SUPPORT SOCKETS AS SPECIFIED BY CARVER &
ASSOCIATES (CANADA), PROVIDED AT EACH ADJUSTMENT
POSITION. REFER TO MILLWORK HARDWARE
SPECIFICATIONS FOR REQUIRED SPECS.
21.ALL DRAWERS TO BE INSTALLED ON HEAVY DUTY, ROLLER
BEARING, FULL EXTENSION DRAWER GUIDES. REFER TO
MILLWORK HARDWARE SPECIFICATIONS FOR REQUIRED
SPECS.
22.ALL DOORS TO BE INSTALLED ON CONCEALED TYPE 107°
SWING STEEL HINGES. REFER TO MILLWORK
HARDWARE SCHEDULE FOR REQUIRED SPECIFICATIONS.
23.ALL DRAWERS AND DOORS TO BE EQUIPPED WITH LOCKS.
REFER TO MILLWORK HARDWARE SCHEDULE FOR
REQUIRED SPECIFICATIONS.
24.ALL DOORS AND DRAWERS TO BE EQUIPPED WITH PULLS.
REFER TO MILLWORK HARDWARE SCHEDULE FOR
REQUIRED SPECIFICATIONS. SUBSTITUTIONS FOR
SPECIFIED MILLWORK HARDWARE MUST BE SUBMITTED TO
DESIGNER FOR FINAL APPROVAL.
25.ALL ENCLOSED CABINET INTERIORS SHALL RECEIVE WHITE
MELAMINE FINISH, UNLESS OTHERWISE NOTED.
26.ALL BASE CABINETS SHALL BE EQUIPPED WITH A MINIMUM
OF ONE ADJUSTABLE SHELF, UNLESS OTHERWISE NOTED IN
DETAIL DRAWINGS.
27.ALL UPPER CABINETS SHALL BE EQUIPPED WITH A MINIMUM
OF TWO ADJUSTABLE SHELVES, UNLESS OTHERWISE
NOTED IN DETAIL DRAWINGS.
28.WHERE FIGURED ANIGRE VENEER SURFACES ARE
SPECIFIED, COLOUR MATCHED, SOLID MAPLE EDGES ARE
TO BE PROVIDED.
29.WHERE WALNUT VENEER SURFACES ARE SPECIFIED,
VENEER SHALL BE RIFT CUT AND MATCHING SOLID WALNUT
EDGE TRIM PROVIDED.
4
ID300
ELEVATION @ FRONTBAR
SCALE: 1/2" = 1'-0"

PROJECT NOTES:
PROJECT DESCRIPTION - RESIDENTIAL RENOVATION
SITE LOCATION - FANNING STREET - HAMILTON, ONTARIO.
CONSTRUCTION AND INSTALLATIONS TO CONFORM TO THE ONTARIO BUILDING CODE
(LATEST EDITION)
ANY CHANGES OR VARIATION TO THE DESIGN WITHOUT THE APPROVAL OF THE
DESIGNER RENDERS THIS DESIGN INVALID.
TEMPORARY SUPPORTS AND BRACING MUST BE INSTALLED THROUGHOUT THE
CONSTRUCTION UNTIL ALL MEMBERS ARE CORRECTLY ASSEMBLED.
CONTRACTOR TO CHECK DRAWINGS AND FIELD CONDITIONS AND REPORT ANY
DISCREPANCIES TO THE DESIGNER PRIOR TO COMMENCING ANY WORK.
ALL EXISTING HEADERS WITHIN SCOPE OF WORK ARE TO BE EVALUATED BY
ENGINEER, UPON EXPOSURE AND PRIOR TO CONSTRUCTION OF CONNECTIONS.
DO NOT SCALE THE DRAWING.
STEEL:
ALL STRUCTURAL STEEL TO CONFORM TO C.S.A. STANDARD
40.21 M GRADE 300 W.
FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL TO CONFORM TO C.S.A.
STANDARD W 59.1 AND C.S.A. 47.1
ALL BOLTS ARE TO BE A.S.T.M. HIGH TENSILE STRENGTH A325.
LOADING:
LIVE LOAD: T.B.D.LB / SQ.FT.
DEAD LOAD: T.B.D.LB / SQ.FT. (DECK)
T.B.D.LB / SQ.FT. (ROOF)
SNOW AND RAINFALL LOAD = 22LB / SQ.FT. WITH SNOW ACCUMULATION AS SHOWN.
SOIL CONDITIONS:
SOIL TO HAVE A MINIMUM CAPACITY OF 144KPa. (3000 psf)
AND TO BE CONFIRMED PRIOR TO CONSTRUCTION.
REMOVE ALL TOPSOIL AND ORGANIC COMPONENTS WITHIN THE SOIL.
PLACE ALL FOOTINGS ON UNDISTURBED SOIL.
CONCRETE AND MASONRY:
MAX. SLUMP FOR FOOTINGS = 4
PROTECT SOIL FROM FREEZING ADJACENT TO AND BELOW ALL FOOTINGS.
PROVIDE TEMPORARY SUPPORTS FOR FOUNDATION WALLS WHEN BACKFILLING.
ALL FOOTINGS ARE TO BE CENTERED UNDER WALLS UNLESS OTHERWISE NOTED.
ALL CONCRETE TO CONFORM TO C.S.A. STANDARD A23.1M
AND SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 25 MPa.
ALL RE-BAR TO HAVE A MIN. YIELD STRENGTH OF 400 MPa. AND CONFORM TO C.S.A.
STANDARD G.30.12M.
ALL ANCHOR BOLTS SHALL CONFORM TO C.S.A. STANDARD G.40.21-260 W.
D01
D02
D03
D04
D05
WALL FURRED OUT
TO ACCOMMODATE
PLUMBING / ELECTRICAL
NEW 2X6 WALL FURRED
OUT
TO ACCOMODATE
INSTALLATION OF NEW
ELECTRICAL AND
INSULATION.
LINE OF
OPENING ABOVE
1'-4"
4'-8"
4'-0"
9"
17'-7"
1'-4"
3'-4"
15'-6"
20'-2"
6'-0"
48'-6"
50'-6"
2'-1 1/2" 8'-0" 2'-1" 3'-4" 15'-6"
31'-0"
2'-1 1/2" 8'-0" 3'-3 1/2" 8'-0" 9'-7 1/2"
31'-0"
1
0
'-
0
"
5'-1"
6'-3"
7'-2 1/2"
5
'-
4
"
2
'-
0
"
3'-9 1/2"
5 1/2"
2'-6"
27'-11
1/2"
OPEN
TO
ABOVE
OPEN TO
ABOVE
17'-9 1/2"
WASHROOM
KITCHEN
LIVING ROOM
UTILITY ROOM
GARAGE
RECREATION
ROOM
1'-0"
1'-0"
19'-4"
18'-2"
1'-6" 5'-0" 1'-6"
D13
D14
UP 20 RISERS
5
'-
0
"
2'-8"
5'-0"
1'-7"
2'-6"
4'-5"
5'-0"
5'-2"
9
"
3'-0"
5'-6"
3'-0"
5'-6"
PVC DOWN SPOUT
RUNNING DOWN
THROUGH FURRED OUT
INTERIOR WALL CAVITY.
DOWN SPOUT TO RUN
INTO EXISTING WEEPING
TILE SYSTEM.
REFER TO SECTION.
(TYPICAL)
2'-0"
1'-0"
2'-0"
1'-0"
2'-0"
1'-0"
PVC DOWN SPOUT
RUNNING DOWN
THROUGH FURRED OUT
DOWN SPOUT TO RUN
TILE SYSTEM.
REFER TO SECTION.
(TYPICAL)
PVC DOWN SPOUT
RUNNING DOWN
THROUGH FURRED OUT
DOWN SPOUT TO RUN
TILE SYSTEM.
REFER TO SECTION.
(TYPICAL)
EXISTING PARTITION / EXTERIOR
WALL
NEW FULL-HEIGHT WALL SECTION.
2X6 FURRED OUT FOR PERIMETER.
2X4 FOR INTERIOR PARTITIONS.
WALL LEGEND
BULKHEAD
ABOVE
NEW FULL-HEIGHT CURTAIN TYPE
PARTITION
23'-4"
23'-4"
11"
11"
2'-0"
1'-7"
1'-0"
8'-7
1/2"
PVC DOWN SPOUT RUNNING
DOWN THROUGH FURRED
OUT INTERIOR WALL CAVITY.
DOWN SPOUT TO RUN INTO
EXISTING WEEPING TILE
SYSTEM.
REFER TO SECTION.
(TYPICAL)
RECESSED
POCKET
NEW 2X6
PERIMETER WALL
CONSTRUCTION
(TYPICAL)
NEW 2X4 INTERIOR
WALL
CONSTRUCTION
(TYPICAL)
D15
DN
D06
D07
D09
D10
D11
D12
ROOF DECK
8"
7'-11
1/2"
8"
12'-3"
8"
16'-6
1/2"
8"
39'-5"
1'-11" 3'-10" 1'-5" 5'-6" 7'-0"
19'-8"
18'-8 1/2"
RAILING
10'-6"
RAILING
EXTERIOR LINE OF
PERIMETER WALL
BELOW
EXTERIOR LINE OF
PERIMETER WALL
BELOW
3"
1
1/2"
1'-0"
1 1/2" 1'-0"
1 1/2"
3"
1
1/2"
1'-0"
1 1/2" 1'-0" 1 1/2"
33'-0"
FASCIA
51'-0"
FASCIA
3"
1
1/2"
11'-7"
FASCIA
1
1/2"
1'-0" 1 1/2"
1'-0" 1 1/2"
1
1/2"
5'-3"
RAILING
6'-4"
FASCIA
9'-1"
RAILING
1'-0"
1 1/2"
12'-0 1/2"
FASCIA
1
1/2"
6'-1"
FASCIA
1'-11" 10'-1"
5'-4" 2'-4"
19'-8"
13'-4"
FASCIA
EXTERIOR LINE OF
FASCIA
EXTERIOR LINE OF
FLASHING
EXTERIOR LINE OF
PERIMETER WALL
BELOW
EXTERIOR LINE OF
FASCIA
EXTERIOR LINE OF
FLASHING
INTERIOR LINE OF
ANGLED WINDOW
FRAME. REFER TO
SECTION
INTERIOR LINE OF ANGLED
WINDOW FRAME. REFER
TO SECTION 6'-0"
3'-4"
5'-8"
3'-0"
OPEN
TO
BELOW
OPEN
TO
BELOW
5'-5"
4'-5"
10'-3"
2'-10"
2'-10"
8'-5"
10'-3"
5'-11"
4'-4"
9
'-
7
1
/2
"
1'-8"
2'-4"
5'-0"
6'-2"
3'-0"
15'-4"
5"
4'-0"
5"
3'-2"
5"
2'-1" 5'-4"
2'-11"
3'-10"
9'
-8
1/
2"
BEDROOM
OFFICE
DEN
STORAGE
WASHROOM
STORAGE
TERRACE
TOP OF
SKYLIGHT
EXISTING PARTITION / EXTERIOR
WALL
NEW FULL-HEIGHT INTERIOR /
FURRED PARTITION
NEW HALF-HEIGHT INTERIOR
PARTITION
WALL LEGEND MATERIAL LEGEND
PEA GRAVEL OVER BITUMEN FLAT
ROOF SYSTEM
EXTERIOR DECK / TERRACE TILE:
PRODUCT : PAVE-EL
COMPANY : ENVIROSPEC INC.
CONTACT : ROBERT DeCLUTE (905) 271-3441
BALCONY
main & second
Floor
Floor Plans
permit
july 2004
d. renn
ID-101
r. nieuwland
Title
Drawing No.
Project No.
Issued For
Checked By
Drawn By
Date
as noted
Sq. Footage
Scale
NOTES
* Contractors to verify all site dimensions and report any discrepancies before
commencing with work.
* Dimensions shall take precedence over scale.
* No variation or modification to work shall be implemented without prior written
approval.
* All plans, specifications and work is subject to Department of Labour, Fire
Department and Building Department approval.
* All previous issues of this drawing are superseded.
* All prints of drawings and specifications are the property of NIEUWLAND
ASSOCIATES INC. and must be returned upon project completion.
PROJECT CO-ORDINATOR
1/4"=1'-0"
ID-01
1 main floor
Seliwoniuk Residence
Renovation
Fanning Street
Hamilton, Ontario
1/4"=1'-0"
ID-01
2 second floor
NIEUWLAND ASSOCIATES INC. DESIGN CONSULTANTS
131 JOHN STREET SOUTH, SUITE 104
HAMILTON, ONTARIO CANADA L8N 2C3
TELEPHONE (905)523-5945 FAX (905)523-0754

ROOF DECK
OPEN TO BELOW
BEDROOM
OFFICE
DEN
STORAGE
WASHROOM
STORAGE
TERRACE
BALCONY
19'-8"
39'-5"
19'-8"
WP WS
WS WS
WS
W
GFI
SLIDING DOORS
A
A
WS
LV
OPEN TO BELOW
LV
LV
WP WP
COOLER
WORK
BENCH
KITCHEN
LIVING ROOM
UTILITY ROOM
GARAGE
RECREATION ROOM
50'-6"
31'-0"
31'-0"
WASHROOM
WS WS
GARAGE DOOR
OPENER
SKYLIGHT ABOVE
GARAGE DOOR
OPENER
A/C
LV
LV
GFI
A
A
A
A
WS
PROJECT NOTES:
(LATEST EDITION)
STEEL:
40.21 M GRADE 300 W.
LOADING:
SOIL CONDITIONS:
STANDARD G.30.12M.
1/4"=1'-0"
ID-02
2 second floor - furniture
1/4"=1'-0"
ID-02
1 main floor - furniture
NOTES
approval.
Title
Furniture Layouts
Renovation
Fanning Street
Hamilton, Ontario
Scale
Sq. Footage
as noted
Date
Drawn By
Checked By
Issued For
Project No.
Drawing No.
Title
r. nieuwland
ID-102
d. renn
july 2004
permit
Floor main & second
TELEPHONE (905)523-5945 FAX (905)523-0754

4"
12'-0"
1'-4"
10'-8"
3'-0"
11'-1"
1'-4"
12'-5"
12'-0"
1'-4"
24'-5"
11'-1"
1'-4"
8'-8"
6'-0"
12'-0"
1'-4"
24'-5"
1'-4"
3'-0"
8'-1"
12'-5"
6'-1"
6'-3"
7'-3"
12'-0"
18'-8"
1'-5
1/2"
1'-4"
5'-9"
8'-
2"
1'-
5"
4'-
10
"
3'-0"
7
1/2"
7'-8"
15'-0"
4"
STUCCO FINISH
PROFILE.
REFER TO SECTION
STUCCO FINISH
STUCCO OVER WOOD WINDOW
SILL.
REFER TO SECTION
ALUMINUM FLASHING AROUND METAL ROOF.
ROOF TO BE 24" WIDE ZINC COATED METAL
PANELS; WITH STAND-UP SEAMS ON 3/4"
EXTERIOR GRADE PLYWOOD.
REFER TO SECTION.
STUCCO OVER WOOD
WINDOW SILL.
REFER TO SECTION
ALUMINUM FLASHING
AROUND BUILT-UP BITUMEN
ROOF DECK.
REFER TO SECTION
METAL RAILING FOR POWDER
COATED PAINT FINISH.
COLOUR TBD.
LINE OF ORIGINAL CONCRETE
BLOCK
STUCCO FINISH
GALVANIZED
METAL - CHAIN
LINK RAIN
WATER LEADER
STUCCO FINISH
COLOUR TBD.
ALUMINUM FLASHING AROUND METAL
ROOF.
REFER TO SECTION.
ALUMINUM FLASHING AROUND
BUILT-UP BITUMEN ROOF DECK.
REFER TO SECTION
STUCCO FINISH
BLOCK
ALUMINUM FLASHING
AROUND BUILT-UP BITUMEN
ROOF DECK.
REFER TO SECTION
5'-6" x 15'-8" SKYLIGHT TO
BE INSTALLED THROUGH
ROOF DECK.
REFER TO STEEL LAYOUT
FOR LOCATION.
5'-6" x 15'-8" SKYLIGHT TO BE INSTALLED
THROUGH ROOF DECK.
REFER TO STEEL LAYOUT FOR LOCATION.
A/C
ROOFTOP AIR CONDITIONING
CONDENSOR
12'-0"
1'-4"
3'-0"
12'-0"
18'-8"
24'-5"
3'-0"
1'-4"
1'-5
1/2"
STUCCO FINISH
HORIZONTAL "U" GROOVE INTO STUCCO
FINISH.
LINES TO ACT AS DIVIDING LINE FOR 2
SEPARATE STUCCO FINISHES.
TEXTURE TBD.
LINE TO RUN COMPLETE PERIMETER OF
DWELLING.
STUCCO FINISH
ROOF TO BE 24" WIDE ZINC COATED
METAL PANELS; WITH STAND-UP
SEAMS ON 3/4" EXTERIOR GRADE
PLYWOOD.
REFER TO SECTION.
ALUMINUM FLASHING AROUND
BUILT-UP BITUMEN ROOF DECK.
REFER TO SECTION
COLOUR TBD.
BLOCK
STUCCO FINISH
GALVANIZED
METAL - CHAIN
LINK RAIN
WATER LEADER
ALUMINUM FLASHING INSTALLED
AT BOTH ENDS OF CURVED ROOF.
REFER TO SECTION.
12'-0"
18'-8"
1'-5
1/2"
1'-4"
3'-0"
6'-10"
7'-6"
3'-0"
6'-10"
24'-5"
3'-0"
1'-4"
12'-0"
1'-4"
METAL RAILING FOR
POWDER COATED
PAINT FINISH.
COLOUR TBD.
ROOF TO BE 24" WIDE ZINC COATED METAL PANELS;
WITH STAND-UP SEAMS ON 3/4" EXTERIOR GRADE
PLYWOOD.
REFER TO SECTION.
STUCCO
FINISH
LINE OF ORIGINAL
CONCRETE BLOCK
ALUMINUM FLASHING
AROUND BUILT-UP
BITUMEN ROOF DECK.
REFER TO SECTION
5'-6" x 15'-8" SKYLIGHT
TO BE INSTALLED
THROUGH ROOF DECK.
REFER TO STEEL
LAYOUT FOR LOCATION.
12'-5"
STUCCO
FINISH
ALUMINUM FLASHING
AROUND BUILT-UP
BITUMEN ROOF DECK.
REFER TO SECTION
7'-6"
STUCCO
FINISH
7'-6"
A/C A/C
CONDENSOR
CONDENSOR
PROJECT NOTES:
(LATEST EDITION)
STEEL:
40.21 M GRADE 300 W.
LOADING:
SOIL CONDITIONS:
STANDARD G.30.12M.
main & second
Floor
permit
july 2004
d. renn
ID-103
r. nieuwland
Title
Drawing No.
Project No.
Issued For
Checked By
Drawn By
Date
as noted
Sq. Footage
Scale
Renovation
Fanning Street
Hamilton, Ontario
Elevations
Title
NOTES
approval.
3/16"=1'-0"
ID-03
3 east (rear) elevation
3/16"=1'-0"
ID-03
1 north (side) elevation
3/16"=1'-0"
ID-03
4 south (side) elevation
3/16"=1'-0"
ID-03
2 west (front) elevation
TELEPHONE (905)523-5945 FAX (905)523-0754

4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
16'-0"
2'-3"
2'-3"
2'-5" 5'-10" 2'-5"
15'-8"
5'-6"
48'-6"
4"
11'-4"
24"
HIGH
OWSJ
@
48"
O/C
24" HIGH OWSJ @ 48" O/C
OPEN TO
SKYLIGHT
MINIMUM 4" BEARING
FOR JOIST SHOE ONTO
CONCRETE BLOCK
WALL.
(TYP.)
STEEL LINTEL
STEEL LINTEL
STEEL LINTEL
STEEL LINTEL
4'-0"
4'-0"
4'-0"
4'-0"
MINIMUM 4"
BEARING FOR
JOIST SHOE
ONTO CONCRETE
BLOCK WALL.
(TYP.)
MINIMUM 4"
BEARING FOR
JOIST SHOE
ONTO
CONCRETE
BLOCK WALL.
(TYP.)
10" DEEP GLUE
LAMINATE ROOF
BEAM ABOVE.
REFER TO SECTION.
STEEL BEAM
STEEL
BEAM
24"
HIGH
OWSJ
@
48"
O/C
OUTLINE OF
BALCONY
2x6 TIMBER @
16" O/C
DOWNSPOUT
CONNECTED TO
EXISTING WEEPING
TILE SYSTEM.
(TYPICAL)
DOWNSPOUT
CONNECTED TO NEW
RAINWATER CHAIN PROJECT NOTES:
(LATEST EDITION)
STEEL:
40.21 M GRADE 300 W.
LOADING:
SOIL CONDITIONS:
STANDARD G.30.12M.
PROPOSED 10" DEEP - GLUE LAMINATED
BEAM TO BE INSTALLED ONTO HOLLOW
STEEL SECTIONS (H.S.S.) - SIZE OF TBD.
ROOF LINE TO FOLLOW CURVE OF
LAMINATE BEAM.
REFER TO STEEL LAYOUT FOR
LOCATION.
1'-4" 1'-4"
3/4" PLYWOOD SUB-FLOOR OVER BLUE STYROFOAM
INSULATED STEEL ROOF DECK. DECK TO BE SUPPORTED BY
24" DEEP O.W.S.J. - RUNNING INTO AND SUPPORTED BY STEEL
BEAM - REFER TO PLAN FOR LOCATION.
1/2" DRYWALL TO BE
FASTENED TO 2x4 WOOD
STRAPPING ALONG U/S OF
24" DEEP O.W.S.J.
2x8 TIMBER ROOF JOISTS TO RUN
PERPENDICULAR TO AND CONNECT TO GLUE
LAMINATE BEAM.
BATT TYPE INSULATION TO BE FILLED
BETWEEN JOISTS - TO MEET OBC. REQUIRED
"R" VALUE.
1/2" DRYWALL TO BE FASTENED
OVER 6mil. POLYETHYLENE AIR
BARRIER,
AND INTO 2x8 TIMBER ROOF
JOISTS.
5'-6" x 15'-8" SKYLIGHT TO BE
INSTALLED THROUGH ROOF
DECK.
LOCATION.
1/2" DRYWALL FASTENED TO 2x4
WOOD STRAPPING ON 24" DEEP
O.W.S.J.
JOISTS LOCATION.
1/2" DRYWALL OVER 6mil.
POLYETHYLENE VAPOUR BARRIER -
FASTENED TO 2x6 WOOD STUDS.
FURRED WALL SYSTEM TO BE
FASTENED TO EXISTING CONCRETE
BLOCK WALL (ALLOWING 1" AIR
SPACE).
EXTERIOR FOR STUCCO FINISH.
PROPOSED H.S.S. (HOLLOW
STEEL SECTION) - SIZE TBD.
10'-0"
FROM
T/O
EXISTING
CONCRETE
SLAB
TO
U/S
OF
O.W.S.J.
12'-2"
FROM
T/O
SLAB
TO
U/S
OF
ROOF
DECK
CONCRETE BLOCK INTERIOR
PARTITION BEYOND
PROPOSED FULL HEIGHT
GLAZING
24" DEEP
O.W.S.J.
EXISTING CONCRETE FOUNDATION WALLS AND
FOOTINGS TO REMAIN.
PRIOR TO CONSTRUCTION;
THE STRUCTURAL INTEGRITY OF ALL
FOUNDATION COMPONENTS MUST BE
INSPECTED AND APPROVED BY A QUALIFIED
STRUCTURAL ENGINEER.
STEEL BEAM TO SPAN OVER
CONCRETE BLOCK WALLS.
MINIMUM 4" BEARING ON
BLOCKS - REFER TO STEEL
LAYOUT FOR LOCATION.
PROPOSED H.S.S. (HOLLOW
NOTE:
RECOMMENDED THAT
CONTRACTOR INSTALL TYVEK
MOISTURE BARRIER TO WARM
SIDE OF EXISTING CONCRETE
BLOCK WALL PRIOR TO FURRING
INTERIOR WALLS.
24" DEEP
O.W.S.J.
24" DEEP
O.W.S.J.
24" DEEP
O.W.S.J.
24" DEEP
O.W.S.J.
NEW PVC DOWNSPOUT TO
CONNECT TO EXISTING
WEEPING TILE SYSTEM.
LOCATION OF PVC DOWNSPOUT
WITHIN NEW FURRED WALL
CAVITY.
NEW PVC DOWNSPOUT TO
CONNECT TO EXISTING
10"
3/4" THK. STEEL GUSSET.
SIZE AND LOCATION TBD.
Renovation
Fanning Street
Hamilton, Ontario
1/4"=1'-0"
ID-04
1 steel deck layout
NOTES
approval.
Scale
Sq. Footage
as noted
Date
Drawn By
Checked By
Issued For
Project No.
Drawing No.
Title
r. nieuwland
ID-104
d. renn
july 2004
permit
Steel Layout, Section and
Details
Floor -
1/4"=1'-0"
ID-04
2 section
1-1/2"=1'-0"
ID-04
3 section detail @ parapet (o.w.s.j.)
1-1/2"=1'-0"
ID-04
4 section detail @ beam connection
1-1/2"=1'-0"
ID-04
5 section detail @ parapet (beam)
ID-04
3
2
ID-04
ID-04
2
4
ID-04
5
ID-04
5
ID-05
ID-05
6
ID-05
1
1
ID-05
TELEPHONE (905)523-5945 FAX (905)523-0754

PROJECT NOTES:
(LATEST EDITION)
STEEL:
40.21 M GRADE 300 W.
LOADING:
SOIL CONDITIONS:
STANDARD G.30.12M.
UP
20
RISERS
4'-0"
15'-6"
OVERALL STAIR LENGTH
RISER TO RISER
10'-0"
TO
U/S
OF
O.W.S.J.
2'-0"
2'-6
1/2"
9'-0"
(FINISHED OPENING)
3'-2"
12'-2"
6'-8"
11"
7
1/2" 1'-0"
3'-0"
1'-0"
3'-0"
3/4" THK. PREFABRICATED STEEL
STRINGER SUPPORT.
QTY. (2)
REFER TO STAIR PLAN FOR
LOCATION.
FINISH TBD.
CONTINUOUS PREFABRICATED
STEEL STAIR.
REFER TO PLAN FOR TAPER AND
SIZE.
FINISH TBD.
FINISH FLOOR
CONTINUOUS STEEL
HAND RAIL TO BE MIN. 36"
ABOVE TREAD, AND TO
EXTEND MIN. 12" BEYOND
TOP AND BOTTOM RISER.
FINISH FLOOR
24" DEEP OPEN WEBBED STEEL
JOIST (BEYOND); FRAMING STAIR
WELL - REFER TO STRUCTURAL
STEEL LAYOUT FOR LOCATION. FINISH FLOOR
U/S OF FIRST FLOOR DRYWALL
CEILING - FOR PAINT FINISH.
U/S OF FIRST
FLOOR DRYWALL
CEILING - FOR
PAINT FINISH.
FULL-HEIGHT GLAZED
PARTITION.
REFER TO FIRST FLOOR
PLAN.
3'-3
1/2"
12'-2"
4'-6
1/2"
4'-10"
INSIDE FACE OF STAIRWELL
WALL ( FULL-HEIGHT ).
REFER TO SECOND FLOOR PLAN
FOR LOCATION.
INSIDE FACE OF STAIRWELL
WALL ( HALF-HEIGHT ).
REFER TO SECOND FLOOR PLAN
FOR LOCATION.
CONTINUOUS STEEL HAND
RAIL TO BE MIN. 36" ABOVE
TREAD, AND TO EXTEND MIN.
12" BEYOND TOP AND
BOTTOM RISER.
3/4" THK. PREFABRICATED STEEL
STRINGER SUPPORT.
QTY. (2)
REFER TO STAIR PLAN FOR LOCATION.
FINISH TBD.
TOP OF
SKYLIGHT
RAIN WATER CATCH BASIN WITH DEBRIS
SCREEN.
TO DIRECTLY CONNECT TO PVC DOWN
SPOUT RUNNING DOWN THROUGH FURRED
DOWN SPOUT TO RUN INTO EXISTING
REFER TO SECTION.
(TYPICAL)
SCREEN.
REFER TO SECTION.
(TYPICAL)
SCREEN.
REFER TO SECTION.
(TYPICAL)
LINE OF EXTERIOR BUILDING
FACE BELOW.
LINE OF EXTERIOR BUILDING
FACE BELOW.
ROOF TO BE 24" WIDE ZINC COATED
METAL PANELS; WITH STAND-UP
SEAMS ON 3/4" EXTERIOR GRADE
PLYWOOD.
REFER TO SECTION.
2'-0"
2'-0"
2'-0"
2'-0"
1 1/2"
13'-7"
1 1/2"
1 1/2"
1 1/2"
21'-11"
1
1/2"
40'-2"
1
1/2"
1
1/2"
51'-3"
11'-1"
1
1/2"
1'-0"
OVERHANG
4
1/2"
OVERHANG
1'-0"
OVERHANG
T/O CURVED ROOF
T/O FLAT ROOF
LINE OF FASCIA BELOW - FOR
STUCCO FINISH.
COLOUR TBD.
LINE OF METAL FLASHING
FOR PAINT FINISH.
COULUR TBD.
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
3/4" PLYWOOD OVER CONTINUOUS
STEEL ROOF DECK.
PROVIDE RIGID INSULATION BELOW
DECK.
REFER TO SECTION.
2'-8"
(APPROX.)
1/2" DRYWALL OVER 6mil.
POLYETHYLENE VAPOUR BARRIER
FASTENED TO 2x4 TIMBER
STRAPPING U/S OF O.W.S.J. FRAMING.
REFER TO SECTION.
EDGE OF 9'0" INISHED
STAIR OPENING
EDGE OF 12'-2" FINISHED STAIR
OPENING @ 6'8" ABOVE RISER.
FLOOR CAVITY
3'-0"
T/O
HAND
RAIL
10"
7
1/2"
CONTINUOUS STEEL HAND
RAIL TO BE MIN. 36" ABOVE
TREAD, AND TO EXTEND MIN.
12" BEYOND TOP AND BOTTOM
RISER.
3/4" PLYWOOD OVER CONTINUOUS
STEEL ROOF DECK.
PROVIDE RIGID INSULATION BELOW
DECK.
REFER TO SECTION.
3/4" THK. PREFABRICATED
STEEL STRINGER SUPPORT.
QTY. (2)
REFER TO STAIR PLAN FOR
LOCATION.
FINISH TBD.
CONTINUOUS PREFABRICATED
STEEL STAIR.
REFER TO PLAN FOR TAPER
AND SIZE.
FINISH TBD.
-
Floor
Stair Layout / Roof Plan /
Details
permit
july 2004
d. renn
ID-105
r. nieuwland
Title
Drawing No.
Project No.
Issued For
Checked By
Drawn By
Date
as noted
Sq. Footage
Scale
NOTES
approval.
1/2"=1'-0"
ID-05
1 stair layout
Renovation
Fanning Street
Hamilton, Ontario
1/4"=1'-0"
ID-05
2 roof plan
1"=1'-0"
ID-05
3 detail @ stair opening
1"=1'-0"
ID-05
4 detail @ stair opening
1"=1'-0"
ID-05
5 detail @ curved roof
1"=1'-0"
ID-05
6 detail @ curved roof
3
ID-05 ID-05
4
TELEPHONE (905)523-5945 FAX (905)523-0754

NOTES
approval.
Title
Drawing No.
Project No.
Issued For
Checked By
Drawn By
Date
Floor
Sq. Footage
Scale
Valeri Residence
Garden Room
Balfour Court
Hamilton, Ontario
1/4"=1'-0"
d. renn
march 2004
permit
ID-101
garden room
Plans
r. nieuwland
1/4"=1'-0"
ID-01
1 plan
1/4"=1'-0"
ID-01
2 deck plan
1/4"=1'-0"
ID-01
4 roof plan
1/4"=1'-0"
ID-01
3 roof deck plan
ID-03
3
ID-03
4
ID-03
5
ID-03
6
ID-03
7
ID-03
8
ID-03
10
ID-03
9
A A
ID-03
1
ID-03
1
A A
ID-03
1
ID-03
1
A A
ID-03
1
ID-03
1
A A
ID-03
1
ID-03
1
B
ID-03
2
B
ID-03
2
B
ID-03
2
B
ID-03
2
B
ID-03
2
B
ID-03
2
B
ID-03
2
B
ID-03
2
ID-04
1
ID-04
2
TELEPHONE (905)523-5945 FAX (905)523-0754

b.curran
Elevations / Details
garden room
ID-102
permit
march 2004
d. renn
1/4"=1'-0"
Scale
Sq. Footage
Floor
Date
Drawn By
Checked By
Issued For
Project No.
Drawing No.
Title
NOTES
approval.
1/4"=1'-0"
ID-02
3 left side elevation
1/4"=1'-0"
ID-02
2 right side elevation
1/4"=1'-0"
ID-02
1 front elevation
Valeri Residence
Garden Room
Balfour Court
Hamilton, Ontario
3/4"=1'-0"
ID-02
5 square column detail
3/4"=1'-0"
ID-02
6 circular column detail
3/4"=1'-0"
ID-02
7 wide arch detail
3/4"=1'-0"
ID-02
8 narrow arch detail
1/4"=1'-0"
ID-02
4 knee wall detail
3/4"=1'-0"
ID-02
7a section @ arch
1/4"=1'-0"
ID-02
4a knee wall detail
ID-02
4
ID-02
4a
ID-02
8
ID-02
7
ID-02
7a
ID-04
5
ID-04
6
ID-04
6
5 Porter Ave.
Hamilton,
Ontario
L9C 5G9
part9design
@hotmail.com

garden room
Floor
Sections / Section Details
permit
march 2004
d. renn
ID-103
b. curran
Title
Drawing No.
Project No.
Issued For
Checked By
Drawn By
Date
as noted
Sq. Footage
Scale
NOTES
approval.
1/4"=1'-0"
ID-03
1 section A - A
1/4"=1'-0"
ID-03
2 section B - B
Valeri Residence
Garden Room
Balfour Court
Hamilton, Ontario
1-1/2"=1'-0"
ID-03
3 detail along D @ 4 - roof level
1-1/2"=1'-0"
ID-03
7 detail along D @ 3 - roof level
1-1/2"=1'-0"
ID-03
8 detail along D @ 3 - deck level
1-1/2"=1'-0"
ID-03
4 detail along D @ 4 - deck level
1-1/2"=1'-0"
ID-03
5 detail along D @ 4 -ground level
1-1/2"=1'-0"
ID-03
9 detail along 4 @ D - ground level
1-1/2"=1'-0"
ID-03
6 detail along D @ 4 - footing
1-1/2"=1'-0"
ID-03
10 detail along 2 @ D - footing
ID-03
3
ID-03
4
ID-03
5
ID-03
6
ID-04
1
ID-04
2
ID-03
10
ID-03
9
5 Porter Ave.
Hamilton,
Ontario
L9C 5G9
part9design
@hotmail.com

garden room
Floor
Section / Elevation Details
Title
Date
Checked By
Drawn By
Drawing No.
Project No.
Issued For permit
ID-104
d. renn
march 2004
b.curran
Scale
Sq. Footage
as noted
NOTES
approval.
Valeri Residence
Garden Room
Balfour Court
Hamilton, Ontario
1-1/2"=1'-0"
ID-04
1 detail along 2 @ D - roof level
1-1/2"=1'-0"
ID-04
2 detail along 2 @ D - deck level
3/8"=1'-0"
ID-04
3 elevations @ screens
3/4"=1'-0"
ID-04
4 section @ screen
ID-04
4
ID-04
4
3/8"=1'-0"
ID-04
5 stair detail
1/2"=1'-0"
ID-04
6 railing detail
5 Porter Ave.
Hamilton,
Ontario
L9C 5G9
part9design
@hotmail.com

GLASS
GLASS
BEVELED
GRANITE
BACKSPLASH
(TYP.)
NEW IVORY ELECTRICAL
RECEPTACLE. CONNECT TO
EXISTING CIRCUIT.
1 1/2" SIDE BRACKET
2'-1
1/4"
9
3/4"
2"
2
1/4"
1
1/2"
MAX.
4'-6"
TO
COIN
SLOT
9'-1"
2'-0"
3'-0" 2'-0" 2'-0"
1 1/2" BRACKET
GRANITE
COUNTER
1 1/2" SIDE
BRACKET
1 1/2" END
GABLE
BACKSPLASH
BREAKS AT
BARRIER-FREE
PHONE
FLUSH MOUNTED
PHONE
BEVELED EDGE
GRANITE
BACKSPLASH
NEW
BASEBOARD
TELEPHONE
BY OTHERS
ID-807
4
GLASS
GLASS
ID-807
3
2'-1
1/4"
9
3/4"
2'-10"
8 1/4"
10"
3
4" TEMPERED GLASS
WITH POLISHED EDGES.
GLASS FROSTED
(SANDBLASTED)
ON BOTH SIDES
SIDE
GABLE
BULLNOSE GRANITE
COUNTER END
GRAIN
1'-2"
CROWN MOULDING
GLASS
BEVELED
GRANITE
BACKSPLASH
(TYP.)
NEW IVORY ELECTRICAL
RECEPTACLE. CONNECT TO
EXISTING CIRCUIT.
3/4" SIDE GABLE
2'-1
1/4"
9
3/4"
2"
2
1/4"
1
1/2"
MAX.
4'-6"
TO
COIN
SLOT
7'-0"
2'-0"
3'-0"
1 1/2" BRACKET
LINE OF BULKHEAD
GRANITE
COUNTER
3/4" SIDE
GABLE
BEVELED EDGE
GRANITE
BACKSPLASH
BACKSPLASH
BREAKS AT
BARRIER-FREE
PHONE
FLUSH MOUNTED
PHONE
2'-0"
NEW
BASEBOARD
RECESSED
DOWNLIGHT
TELEPHONE
BY OTHERS
ID-807
4
NEW WING
WALL
1/4"
2"
6"
1
1/2"
1 3/4"
10"
1"
1/2"
1 1/4" WIDE CLEAR GLASS
BORDER ON REAR TO ALLOW
FOR CHANNEL BRACKET
SATIN BRASS
CHANNEL TO
HOLD GLASS
3
4" TEMPERED GLASS
WITH POLISHED EDGES.
GLASS FROSTED
(SANDBLASTED)
ON BOTH SIDES EXCEPT
FOR CLEAR BORDER AS
DIMENSIONED.
BEVELED EDGE ON
OUTER EDGES.
SATIN BRASS
CHANNEL TO HOLD GLASS.
CONSTRUCTION
ADHESIVE AS REQ'D
GRANITE BACKSPLASH
SEE DETAIL
1 1/4"
SOLID WOOD
TRIM
3
4" PLYWOOD
2 LAYERS
3
4" PLYWOOD
11
2" X 7" X 7"
SUPPORT AND 3
4"
WALL BACK BOARD
2" GRANITE
BULLNOSE
7"
4"
ID-807
5
3/4"
3/4"
1
1/4"
CLEAR
BORDER
CLEAR
BORDER
CLEAR
BORDER
2"
1
4"
1
4
"
1
2"
BEVELED
GRANITE
DATE
NO. REVISIONS
ID-
I N C
T H E
NOTES
807
TORONTO AIRPORT
HOTEL
801 DIXON RD., ETOBICOKE
LOBBY & PREFUNCTION
TELEPHONE CONSOLE
DEC 02
D.RENN
AS NOTED
NEW MILLWORK
- CONTRACTOR SHALL PROVIDE SHOP
DRAWINGS (3SETS) FOR APPROVAL BY HOTEL
AND DESIGN CONSULTANTS PRIOR TO
COMMENCEMENT OF THE WORK.
-CONTRACTOR TO PROVIDE 3 WOOD FINISH
SAMPLES 6" X 12" MIN. FOR APPROVAL BY
HOTEL AND DESIGN CONSULTANTS.
-ALL MILLWORK SHALL BE FABRICATED AND
FINISHED IN A SHOP CONTROLLED
ENVIRONMENT AND ALL VENEER & SOLID
WOODS SHALL BE SEALED, STAINED AND 2
COATS OF LACQUER APPLIED FOR A 60%
GLOSS FINISH. STAIN FINISH SHALL BE
MATCHED AND FLICHES TONED FOR COHESIVE
APPEARANCE. ALL JOINTS AND CORNERS FOR
P.LAM INSTALLATION SHALL BE TRUE AND
PLUMB AND NO EXCESS ADHESIVE SHALL BE
EVIDENT.
SCALE: 1" = 1'-0"
1 TELEPHONE CONSOLE- FRONT ELEVATION-PREFUNCTION
ID-807
ID-807
TYPICAL PHONE MILLWORK - SIDE ELEVATION
3
SCALE: 1" = 1'-0"
ID-807
TELEPHONE CONSOLE- FRONT ELEVATION - LOBBY
2
SCALE: 1" = 1'-0"
SCALE: 3" = 1'-0"
4 TYPICAL PHONE MILLWORK - SECTION
ID-807
HALF FULL SIZE
5 TELEPHONE SHELF-BACKSPLASH
ID-807
1 ISSUED FOR REVIEW 23/12 /02
2 ISSUED FOR TENDER 29/1/03

5'-9"
9'-0"
8'-0"
DOOR
6"
6"
1/4" CONTINUOUS REVEAL
6"
9"
2'-0"
1
4
"
1
4"
APPLIED BRENLO RAISED PANEL
MOULDING No. 327
SOLID WOOD - STAINED FINISH
APPLIED BRENLO RAISED PANEL
MOULDING No. 327 - BOTH SIDES
STAINED FINISH
APPLIED BRENLO DOOR STOP
MOULDING No.116
SINGLE DOOR PANEL MOLDING
TO BECOME TWO PANELS WHERE
PUSH-BARS ARE INSTALLED.
ALLOW 2" CLR BETWEEN
HORIZONTAL MOLDINGS AND TOP
AND BOTTOM OF DOOR
HARDWARE - REFER TO DOOR
SCHEDULE FOR LOCATIONS
ID-802
9
CONCEALED CLOSERS
3
ID-801
U/S CEILING @ 9'-0" AFF.
SOLID WOOD FILLER - STAINED
GRAIN
GRAIN
8" BASEBOARD - TYP.
ID-802
6
ID-802
6
2'-0"
6"
9"
6"
5'-9"
6"
8'-0"
DOOR
1
4
"
0"
MIN.
SWING
CLEARANCE
6'-01
4" WIDE TRANSOM
1/4" REVEAL 1
4"
APPLIED BRENLO RAISED
PANEL MOULDING No. 327
PANEL MOULDING No. 327 -
BOTH SIDES
10'-0"
ID-801
3
CONCEALED CLOSERS
1'-4
3
4
"
TRANSOM
U/S CEILING @ 10'-0" AFF.
GRAIN
GRAIN
8" BASEBOARD - TYP.
ID-802
9
BOTH SIDES
STAINED FINISH
BOTH SIDES.
STAINED FINISH
5'-9"
8'-0"
6"
1
4
"
0"
CLEARANCE
1'-4
3
4
"
1/4" REVEAL
6"
6'-01
4" WIDE TRANSOM
2'-0"
9"
6"
1
4"
HORIZONTAL MOLDINGS - TOP
AND BOTTOM OF DOOR
CONCEALED CLOSERS
GRAIN
GRAIN
8" BASEBOARD - TYP.
ID-802
9
5
ID-801
8'-0"
1/4" REVEAL
BOTH SIDES.
STAINED FINISH
6'-01
4" WIDE TRANSOM
2'-0"
0"
CLEARANCE
1
4
"
1
4"
STAINEDFINISH - TYP.
APPLIED BRENLO DOOR
STOP - MODEL No. 116
STAINED FINISH - TYP.
ID-802
9
CONCEALED
CLOSERS
5
ID-801
6"
9"
6"
5'-9"
6"
1'-4
3
4
"
GRAIN
GRAIN
8" BASEBOARD - TYP.
ID-802
6
ID-802
6
U/S CEILING @ 10'-0"
AFF.
U/S CEILING @ 9'-0"
AFF.
SOLID WOOD CASING -
STAINEDFINISH
WOOD TRANSOM - P-LAM
FINISH
REFER TO
ARCHITECTURAL DWG.'S
FOR WALL ASSEMBLY.
SOLID WOOD CASING -
STAINED FINISH
SOLID WOOD FILLER -
STAINED FINISH
APPLIED BRENLO DOOR
STOP MOULDING No.116
SOLID WOOD - STAINED
FINISH
SOLID CORE DOOR - PLAM
FINISH
BOTH SIDES.
STAINED FINISH
PREFUNCTION
MEETING ROOMS
1-1/2" THK. SOLID WOOD
DOOR FRAME - STAINED
FINISH
WOOD BLOCKING
WOOD BLOCKING
ID-802
4
- BOTH SIDES.
STAINED FINISH
SOLID WOOD CASING -
STAINED FINISH
WOOD TRANSOM - P-LAM
FINISH
SOLID CORE DOOR.
P-LAM FINISH
BOTH SIDES.
STAINED FINISH
SOLID WOOD CASING -
STAINED FINISH
APPLIED BRENLO DOOR
STOP MOULDING No.116
SOLID WOOD.
STAINED FINISH
CONFERENCE /
BALLROOMS
PREFUNCTION
CONTINUOUS 1/4" REVEAL.
WOOD BLOCKING
WOOD BLOCKING
WOOD BLOCKING
ID-802
4
- BOTH SIDES.
STAINED FINISH
SCALE: 3/4" = 1'-0"
1
DOOR ELEVATION:
NEW & EXISTING MEETING ROOMS
DATE
NO. REVISIONS
ID-
I N C
T H E
NOTES
801
TORONTO AIRPORT
HOTEL
DOOR & TRIM DETAILS
NEW LARGE BALLROOM,
CONFERENCE ROOMS
DEC 02
D.RENN
AS NOTED
ID-801
INTERIOR SIDE
DOOR No. 168 d 168 f 168 h 168 j 168 j
168 h
168 f
168 d
DOOR No.
PREFUNCTION SIDE
ID-801
DOOR ELEVATION:
2
SCALE: 3/4" = 1'-0"
DOOR No.
PREFUNCTION SIDE
ID-801
DOOR ELEVATION:
NEW CONFERENCE ROOMS B / NEW LARGE BALLROOM
4
SCALE: 3/4" = 1'-0"
130 c 130 d 134 a 134 b 134 c 134 e 134 f 134 g 134 h
SCALE: 1-1/2" = 1'-0"
3
DOOR SECTION:
ID-801
DOOR No. 168 d 168 f 168 h 168 j
SCALE: 3/4" = 1'-0"
4
DOOR ELEVATION:
NEW CONFERENCE ROOMS B / NEW LARGE BALLROOM
ID-801
INTERIOR SIDE
DOOR No. DOOR No.
ID-801
DOOR SECTION:
NEW CONFERENCE ROOMS B / NEW LARGE
BALLROOM
5
SCALE: 1-1/2" = 1'-0"
130 d 134 a 134 b 134 c 134 e 134 f 134 g 134 h
130 c
NEW MILLWORK
- CONTRACTOR SHALL PROVIDE SHOP DRAWINGS
(3SETS) FOR APPROVAL BY HOTEL AND DESIGN
CONSULTANTS PRIOR TO COMMENCEMENT OF THE
WORK.
SAMPLES 6" X 12" MIN. FOR APPROVAL BY HOTEL
AND DESIGN CONSULTANTS.
FINISHED IN A SHOP CONTROLLED ENVIRONMENT
AND ALL VENEER & SOLID WOODS SHALL BE
SEALED, STAINED AND 2 COATS OF LACQUER
APPLIED FOR A 30% GLOSS FINISH. STAIN FINISH
SHALL BE MATCHED AND FLICHES TONED FOR
COHESIVE APPEARANCE. ALL JOINTS AND
CORNERS FOR P.LAM INSTALLATION SHALL BE
TRUE AND PLUMB AND NO EXCESS ADHESIVE
SHALL BE EVIDENT.
134 h
134 g
134 f
134 e
134 c
134 b
134 a
130 d
130 c
98
98
100
100
100
100
39
39
40
40
40
40
39
40
40
39
98
98
98
39
39
39
40
40
40 67
67
65
65
65
65
65
40
39
67
67
ISSUED FOR REVIEW
1 23/12/02
98
98
67
100
100
100
100
98
98
100
39
40
98
98
98

SOLID WOOD CASING -
STAINED FINISH.
AFF.
AFF.
AFF.
WOOD TRANSOM
P-LAM FINISH.
SOLID CORE DOOR - PLASTIC
LAMINATE FINISH.
BOTH SIDES.
SOLID WOOD - STAIN FINISH.
SOLID WOOD CASING -
STAINED FINISH.
APPLIED BRENLO DOOR
STOP MOULDING No.116 -
SOLID WOOD.
STAIN FINISH.
CONFERENCE /
BALLROOMS
PREFUNCTION
3/4" THK. PLYWOOD
VENEER PANEL - TOP
AND SIDES.
STAINED FINISH.
WOOD TRANSOM
P-LAM FINISH.
SOLID WOOD NOSING
AROUND EXTENDED DOOR
FRAME.
STAIN TO MATCH P-LAM.
EXISTING
SITE CONFIRM
NEW WALL EXTENSION
ID-802
4
ID-802
4
3/4" THK. PLYWOOD
VENEER PANEL - TOP AND
SIDES.
STAINED FINISH.
BOTH SIDES.
SOLID WOOD - STAIN
FINISH.
SOLID WOOD NOSING
FRAME.
SOLID WOOD NOSING
FRAME.
1
1
2
"
8'-0"
1/4" REVEAL
BOTH SIDES.
STAINED FINISH
6'-0" WIDE TRANSOM
2'-0"
0"
CLEARANCE
1
2
"
1
2"
STAINEDFINISH
APPLIED BRENLO DOOR
STOP - MODEL No. 116
STAINED FINISH
CONCEALED
CLOSERS
3
ID-802
6"
9"
6"
5'-9"
6"
1'-4
1
2
"
GRAIN
GRAIN
8" BASEBOARD - TYP.
ID-802
9
ID-802
6
ID-802
6
BOTH SIDES
STAINED FINISH
BOTH SIDES.
STAINED FINISH
5'-9"
8'-0"
6"
1
2
"
0"
CLEARANCE
1'-4
1
2
"
1/4" REVEAL
6"
6'-0" WIDE TRANSOM
2'-0"
9"
6"
1
2"
HORIZONTAL MOLDINGS AND TOP
AND BOTTOM OF DOOR
CONCEALED CLOSERS
GRAIN
GRAIN
8" BASEBOARD - TYP.
ID-802
9
3
ID-802
ID-802
6
ID-802
6
CUSTOM SOLID WOOD CASING -
STAINED FINISH
APPLIED BRENLO DOOR STOP
MOULDING No.116
SOLID WOOD.
STAIN FINISH
SOLID CORE WOOD DOOR - P-LAM
FINISH WITH 1/2" SOLID WOOD EDGES
3/4" THK. SOLID WOOD DOOR
JAMB: STAIN FINISH
REFER TO WALL TYPES IN
ARCHITECTURAL DWG.'S FOR
WALL ASSEMBLY.
2X4 WOOD BLOCKING AS
REQUIRED.
PREFUNCTION SIDE
INTERIOR SIDE
1
2"
1
4
"
1
4
"
V
-
JOINT
2X4 WOOD
BLOCKING AS
REQUIRED.
EXISTING
SITE
CONFIRM
NEW
WALL
EXTENSION
3/4" PLYWOOD
VENEER PANEL
- TOP AND
SIDES, WITH 1/4"
SOLID WOOD
EDGES.
STAINED FINISH.
3/4" PLYWOOD
BACKING
1
2
"
5
8
"
5
8
"
2
3
4
"
1
4
"
7
8
"
3
7
8
"
4
3
4
"
13
4"
1
2" 1
16"
1
16
"
1
4"
3
16
" 1
8
"
2"
1
1
2
"
3
1
2
"
11
4"
1
4"
11
2"
3
4
"
6 1
16 "
7"
1"
3
8
"
2
7
16
"
3
4
"
1
5
16
"
1
8
"
3
8
"
10"
1
4
"
3"
5
8
"
8"
3
4"
1
2"
3
16
" 1
8"
1
4"
WALL ASSEMBLY.
CUSTOM ALTERNATIVE SOLID WOOD
CASING - STAIN FINISH
WOOD
BLOCKING
HM FRAME
1/2" BLOCKING
AS REQUIRED.
HM DOOR -
P-LAM FINISH -
BOTH SIDES
WALL ASSEMBLY.
CUSTOM ALTERNATIVE
SOLID WOOD CASING -
STAIN FINISH
WOOD
BLOCKING
HM FRAME -
PAINT FINISH
HM DOOR -
P-LAM FINISH
EXTENT OF
PAINT
PAINT FINISH ON
1 SIDE OF DOOR
DATE
NO. REVISIONS
ID-
I N C
T H E
NOTES
802
TORONTO AIRPORT
HOTEL
DOOR & TRIM DETAILS
DEC 02
D.RENN
AS NOTED
DOOR No.
ID-802
DOOR SECTION: EXTENDED JAMB
NEW CONFERENCE ROOMS A / EXISTING JUNIOR BALLROOM
3
SCALE: 1-1/2" = 1'-0"
GENERAL SCOPE OF WORK:
INSTRUCTIONS & CONDITIONS
GENERAL:
-PROVIDE DEMOLITION AND DISPOSAL AS
REQUIRED
-PROVIDE DISCONNECT AND
INSTALLATION OF ALL FITTINGS AND
ACCESSORIES AS DESIGNATED
WALLCOVERING:(WHERE APPLICABLE)
-REMOVE FITTINGS AND MOUNTS. REMOVE AND
DISPOSE EXISTING WALLCOVERING.
PREP. & PATCH DEFICIENCIES AND SKIM COAT
WALLS AS NECESSARY. PRIME WALLS AND
INSTALL NEW WALLCOVERING. APPROPRIATE
ADHESIVE SHALL BE APPLIED. WALL COVERINGS -
54" W; APPROX. 20 OZ.
-REMOVE PANELING & TRIM AS INDICATED
-REMOVE ALL OTHER FIXED MATERIALS IE.
MIRRORS
NEW BASEBOARD & TRIM:
-PREP WITH SANDING
-SEALER & STAIN FINISH SHALL MATCH
NEW MILLWORK
-APPLY MIN. 2 TOP COATS SATIN
VARATHANE/LACQUER.
-REFER TO MILLWORK
NEW MILLWORK
WORK.
SHALL BE EVIDENT.
168 l
168 k
168 b 168 e 168 g 168 i
168 i
168 g
168 e
168 b
DOOR No.
INTERIOR SIDE
ID-802
DOOR ELEVATION: EXTENDED JAMB
2
SCALE: 3/4" = 1'-0"
168 k 168 l
168 l
168 k
SCALE: 3/4" = 1'-0"
1
DOOR ELEVATION: EXTENDED JAMB
ID-802
PREFUNCTION SIDE
DOOR No. 168 b 168 e 168 g 168 i
SCALE: 1/2 FULL SIZE
ID-802
9 TYPICAL DOOR CASING @ WOOD JAMB TYPICAL WOOD CASING @ WOOD PANEL EXTENDED JAMB
10
ID-802 SCALE: 1/2 FULL SIZE
SOLID WOOD PROFILES
ID-802
11
CASING @ HM FRAME (2 SIDES)
ID-802
4 TYPICAL CASING
CASING @ HM FRAMES
5
RAISED PANEL DOOR MOULDING
6
ID-802 SCALE: 1/2 FULL SIZE SCALE: 1/2 FULL SIZE
ID-802
7
BASEBOARD: JUNIOR AND
LARGE BALLROOM
BASEBOARD:
LOBBY / PREFUNCTION / MEETING
AND CONFERENCE ROOMS
8
CASING @ HM FRAME (1 SIDE)
12
39
39
40
40
40
40 67
67
68
68
68
68
68
67
39
68
XX
68
39
67
67 67
67
67
68
39 98
39
67
67
98
98
39
10
67 98
39
98
67
98
67
39
67
DOOR No. 168m
130
108
100
106 107 109 110
DOOR No.
160b
160a
160
155a
118
114
163 164
168m GST1
167
164a
129 130e 154a
168c
CASING SIMILAR FOR GLASS DOORS @ BUSINESS CENTRE
1
1 ISSUED FOR REVIEW 23/12/02
26/02/03
ADDENDUM No.
3 1

3"
1'-5"
4"
4"
2'-0"
12'-0"
1'-5"
4"
2'-0"
4"
3'-0"
3'-0"
1'-4"
4'-7"
4"
2'-0"
12'-0"
4"
3'-0"
1'-0"
3'-0"
6'-4"
7'-0"
6" 6"
3"
3"
3"
3"
4"
4"
4"
6'-4"
2'-6"
1'-10" 4"
4"
2'-6"
3"
3"
3'-0"
12'-0"
TOP VIEW
FRONT VIEW SIDE VIEW
2-SIDED GAS FIREPLACE
INSERT.
MANUFACTURER:
NAPOLEON FIREPLACES
MODEL: GD40 - 2 SIDED SEE
THROUGH.
FACE DIMENSIONS: 33.0H X
40.5W
DRY STACK
ARCHITECTURAL
STONE
36 X 36 X 3" THK. STONE
SHELF
4" SET IN - ALL SIDES.
BASE PEDESTAL.
FINISH TO MATCH
FIREPLACE FACE TRIM.
BASE TRIM
36 X 36 X 3" THK. STONE
SHELF
4"
SECTION
2-SIDED GAS
FIREPLACE INSERT.
MANUFACTURER:
NAPOLEON
FIREPLACES
MODEL: GD40 - 2
SIDED SEE THROUGH.
FACE DIMENSIONS:
33.0H X 40.5W
STAINLESS STEEL
VENT STACK - REFER
TO MANUFACTURER'S
SPECIFICATIONS FOR
SIZE.
FRONT VIEW SIDE VIEW SECTION
TOP VIEW
SECTION
DRY STACK
ARCHITECTURAL STONE
10'-0"
1'-7"
4'-6
1
2
"
9'-8"
4"
4" 4"
8'-4"
8'-71
2"
2" 2"
METAL FLASHING AROUND
FIREPLACE OPENING.
SEAMLESS THERMAL
GLASS
INTERIOR WALL OF GIFT
SHOP ADJACENT TO
FIREPLACE - REFER TO
PLAN
DRY STACK
ARCHITECTURAL STONE
METAL FLASHING AROUND
FIREPLACE OPENING
SEAMLESS THERMAL
GLASS
2"
1'-3"
2"
1'-7"
2'-11
1
2
"
9'-8"
4"
4"
10'-0"
3/4" PLYWOOD OVER 2X4
STEEL STUD FRAMING.
FIRE BRICK - BOTTOM,
SIDES AND BACK OF FIRE
BOX.
CONCRETE BLOCK
FOUNDATION
1/2" THK. POLISHED STONE
FINISH OVER FIRE BRICK ON
ALL SIDES.
STEEL STUD CROSS
BRACING
METAL FIRE BOX COMPLETE
WITH METAL VENT AND
VENT STACK.
DRY STACK
ARCHITECTURAL - REFER
TO TOP VIEW.
CURVED WALL EITHER SIDE OF
FIREPLACE:
ARCHITECTURAL STONE ON CURVED
PORTION OF WALL AND RETURNING INTO
CORNERS.
8'-1" WIDE VENT
11
1
2
"
DEEP
VENT
LINE OF CONCRETE
BLOCK FOUNDATION.
STAINLESS STEEL
VENT STACK - REFER
TO MANUFACTURER'S
SPECIFICATION FOR
SIZE.
CURVED WALL EITHER SIDE
OF FIREPLACE:
ARCHITECTURAL STONE ON
CURVED PORTION OF WALL
AND RETURNING INTO
CORNERS.
CURVED SECTION OF
WALL TO RECEIVE
STONE
4" SET IN AT TOP OF
FIREPLACE
1/2" GWB OVER CONCRETE
BLOCK FOUNDATION -
FLUSH WITH WALL ABOVE.
PARALLEL GAS
BURNERS
ARCHITECTURAL STONE
RETURNS INTO CORNERS.
LOBBY LOUNGE GIFT SHOP
STEEL STUD CROSS
BRACING
STAINLESS STEEL VENT
AND VENT STACK
1/2" THK. POLISHED STONE
FINISH OVER FIRE BRICK ON
ALL SIDES.
FIRE BRICK OVER
CONCRETE BLOCK
CONCRETE BLOCK
FOUNDATION
PARALLEL GAS BURNERS
4'-4
1
2
"
10'-0"
DOOR TO OFFICES
10"
8'-9"
5"
10'-0"
FASCIA ABOVE WALL
TYPICAL BASE
PROFILE
ID-802
3
SECTION OF CURVED WALL
REFER TO DETAIL 3/ID803 BELOW, AND PLAN ID-101
ID-802
8
VENEER SOFFIT .
STAIN FINISH
VENEER SOFFIT .
STAIN FINISH
VERTICAL STRIP
LIGHT
5/8" DRYWALL ON
1-1/2" X 3-1/2" STEEL
STUD FRAMING
3/4" PLYWOOD VENEER WITH 1/4"
SOLID EDGE SHELF FOR STAIN
FINISH.
WOOD BLOCKING AS
REQUIRED
WOOD BLOCKING AS
REQUIRED
SECTION OF CURVED
WALL
SECTION OF CURVED
WALL
4"
2"
6
1
8
"
6"
6"
31
2"
5
3
8
"
3
7
8
"
21
2"
1
1
2
"
SHELF PLAN
1
1
2
"
3/4" PLYWOOD VENEER WITH 1/4"
FINISH.
10"
BASEBOARD - REFER
TO DETAIL 8/ID-802
BASEBOARD - REFER
TO DETAIL 8/ID-802
1
8
"
8"
6" 3/4" PLYWOOD VENEER WITH 1/4"
FINISH.
BASEBOARD - REFER TO DETAIL
8/ID-802
SOLID WOOD NOSING.
STAIN FINISH.
ID-803
3a
STEEL FURRING CHANNELS
DATE
NO. REVISIONS
ID-
I N C
T H E
NOTES
803
TORONTO AIRPORT
HOTEL
RECEPTION FEATURE WALL DETAILS
LOBBY & RESTAURANT
FIREPLACE DETAILS &
DEC 02
D.RENN
AS NOTED
GENERAL SCOPE OF WORK:
INSTRUCTIONS & CONDITIONS
GENERAL:
-PROVIDE DEMOLITION AND DISPOSAL AS
REQUIRED
-PROVIDE DISCONNECT AND
INSTALLATION OF ALL FITTINGS AND
ACCESSORIES AS DESIGNATED
WALLCOVERING:(WHERE APPLICABLE)
-REMOVE FITTINGS AND MOUNTS. REMOVE AND
DISPOSE EXISTING WALLCOVERING.
PREP. & PATCH DEFICIENCIES AND SKIM COAT
WALLS AS NECESSARY. PRIME WALLS AND
INSTALL NEW WALLCOVERING. APPROPRIATE
ADHESIVE SHALL BE APPLIED. WALL COVERINGS -
54" W; APPROX. 20 OZ.
-REMOVE PANELING & TRIM AS INDICATED
-REMOVE ALL OTHER FIXED MATERIALS IE.
MIRRORS
NEW BASEBOARD & TRIM:
-PREP WITH SANDING
-SEALER & STAIN FINISH SHALL MATCH
NEW MILLWORK
-APPLY MIN. 2 TOP COATS SATIN
VARATHANE/LACQUER.
-REFER TO MILLWORK
NEW MILLWORK
WORK.
SHALL BE EVIDENT.
PLAN AND ELEVATION: FIREPLACE @ RESTAURANT
1
ID-803 SCALE: 1/2"=1'-0"
SCALE: 1/2"=1'-0"
ID-803
4 PLAN AND ELEVATION: FIREPLACE @ LOBBY LOUNGE
SCALE: 1/2"=1'-0"
ID-803
2 ELEVATION: FRONT DESK BACK WALL
SCALE: 3"=1'-0"
ID-803
3 PLAN DETAIL: FRONT DESK FEATURE BACK WALL
SECTION: FIREPLACE @ LOBBY LOUNGE
5
ID-803 SCALE: 1/2"=1'-0"
263
242
13
15
263
263
263
10
SECTION @ SHELF
3a
ID-803 SCALE: 3"=1'-0"
10
10
10
10
10

7'-6" AFF. 9'-6" AFF.
10'-0" AFF.
PROPOSED CURVED
DRYWALL CEILING,
INCLUDING HORIZONTAL
STRIP LIGHT FIXTURES AT
REAR AND 2 SIDES.
7'-9-1/2" AFF.
CONCRETE SLAB
ABOVE
3'-0"
STRIP LIGHTING
1'-6"
INSIDE CORNER 4" RADIUS
SOFTFORMS #51-9-400
PITTCON INDUSTRIES INC.
6409 RHODE ISLAND AVE
RIVERDALE, MARYLAND
FORMGLASS STANDARD
LIGHT COVE No 64508
24"X24" T-BAR CEILING PANELS
@ 10'-0"A.F.F.
STAGGERED COVE
LIGHTING BEHIND
MOULDING.
1'-0"
1'-0"
1
2
"
3
1
2
"
1
2"
21
2"
4
1
2
"
5
1
2
"
3'-0" 6'-61
2"
PROPOSED CURVED DRYWALL
CEILING, INCLUDING
HORIZONTAL STRIP LIGHT
FIXTURES AT REAR AND 2
SIDES.
HORIZONTAL STRIP
LIGHTING CONCEALED
9'-71/2"
8"
REFER TO RCP
RECESSED FIXTURE
METAL FRAMING TO SUIT METAL FRAMING TO SUIT
3"
3"
10
1
4
"
3
8
"
3
8
"
R
1
2"
R
4
3
4
"
1
4
"
1
1
4
"
1
1
2
"
1
1
2
"
1
8
" 3
8"
1
2"
1
2" 1
2"
CUSTOM FORMED
PLASTER MOULDING
SOFTFORMS #51-9-400
RIVERDALE, MARYLAND
CUSTOM PLASTER
COVE MOULDING
DRYWALL CEILING
@ 15'-6"A.F.F.
STAGGERED COVE LIGHTING
BEHIND MOULDING.
10"
81
2"
1'-3
1
2
"
2"
6
1
2
"
2'-0"
R
8
1
2
"
1"
1"
1
2
"
1"
10"
10"
2"
3"
1'-0"
1'-0"
CUSTOM FORMED
PLASTER MOULDING
6"
1"
R
1
2
"
MDF PROFILE -
PAINT FINISH.
10'-0" AFF.
1"
1"
1"
2"
2"
3"
4"
9'-9" AFF.
STEPPED DRYWALL
CEILING
TRANSISTION BELOW
EXISTING PLENUM.
CUSTOM PLASTER
MOULDING
1" 11
4"
21
4"
1
2
"
R
1
2
"
1
3
8
"
1
1
2
"
1
1
4
"
1
1
2
"
1
2"
1
2"
1
2"
3
4"
5"
SOFTFORMS #51-9-400
RIVERDALE, MARYLAND
FORMGLASS STANDARD
LIGHT COVE No 64508
STAGGERED COVE
LIGHTING BEHIND
MOULDING.
1'-0"
1'-0"
1
2
"
DATE
NO. REVISIONS
ID-
I N C
T H E
NOTES
804
TORONTO AIRPORT
HOTEL
CEILING DETAILS
DEC 02
D.RENN
AS NOTED
NOT USED
1
ID-804 SCALE:
SCALE: 3"=1'-0"
ID-804
8 CROWN PROFILE CROWN PROFILE
9
ID-804 SCALE: FULL SIZE
SCALE: 1/2"=1'-0"
ID-804
2 SECTION @ ELEVATOR LOBBY CEILING
SECTION @ ELEVATOR LOBBY CEILING
6
ID-804 SCALE: 1-1/2"=1'-0" SCALE: 3"=1'-0"
ID-804
7 CROWN PROFILE
SCALE: HALF FULL SIZE
ID-804
5 CROWN PROFILE
CEILING PROFILE @ RESTAURANT / BAR LOUNGE
3
ID-804 SCALE: HALF FULL SIZE SCALE: HALF FULL SIZE
ID-804
4 SECTION THROUGH LOBBY LOUNGE
ID-804
6
SCALE: 3"=1'-0"
ID-804
10 CROWN PROFILE CROWN PROFILE
11
ID-804 SCALE: 3"=1'-0"
9
ID-804
22
21
22
76
23
49
50
49
49
107
108
107
105
75
107
107
108
75
76
LOBBY
PREFUNCTION
50

8"
3'-0"
10'-0"
RECESSED LOW VOLTAGE
POT LIGHT
3/4" THK. PLYWOOD VENEER
GABLES ON ALL SIDES OF
OPENING.
SOLID WOOD NOSING ON
EXPOSED EDGES.
STAIN FINISH
9" X 8-3/4" X 1/2" THK. STONE
ON GLASS SHELF
1/2" LAMINATED GLASS OVER
SOLOD WOOD SHELF.
WOOD TO HAVE STAIN FINISH.
SOLID WOOD SHELF.
FRONT EDGE OF SHELF IS
FLUSH WITH GABLE, NO
EXTENSION - STAIN FINISH.
8" HIGH BASEBOARD - REFER
TO DETAIL 8/ID-804.
STAIN FINISH.
GRAIN
1'-11
2" WIDE OPENING
1'-3" WIDE SHELF
3
4"
3
4
"
3
4"
3
4
"
9"
1
4" 1
4"
1'-11
2"
OVERALL OPENING
8
3
4
"
OVERALL
OPENING
8
3
4
"
1
4
"
1
4
"
3/4" X 3/4" SOLID WOOD NOSING
- STAIN FINISH.
1/2" GWB ON 2 X 4 STEEL STUD
FRAMING.
REFER TO INTERIOR
ELEVATIONS FOR FINISH.
CONTINUOUS 1/4" ROUTERED
RECESS INTO GABLE FOR
SHELF SUPPORT.
9" X 8-3/4" X 1/2" THK. STONE
ON GLASS SHELF
RECESSED LOW VOLTAGE POT
LIGHT ABOVE.
8"
3/4" THK. PLYWOOD VENEER
GABLE - SIDES AND BACK OF
OPENING.
STAIN FINISH.
3
4" 3
4"
SHELF TO EXTEND 3/4" BEYOND
NOSING
3/4" THK. BASEBOARD
CONTINUED ACROSS AND FLUSH
WITH NICHE OPENING- REFER TO
8/ID-801 FOR PROFILE.
CONTINUOUS 1/4" ROUTERED
RECESS INTO GABLE FOR
SHELF SUPPORT.
9" X 8-1/2" X 3/8" THK. STONE
ON GLASS SHELF
1/2" LAMINATED GLASS OVER
SOLOD WOOD SHELF.
WOOD TO HAVE STAIN FINISH.
3/4" PLYWOOD VENEER
GABLES - SIDES AND BACK OF
OPENING.
STAIN FINISH
1
2
"
1
2
"
1
2
"
1
2
"
1
4" 1
4"
3
4"
3
4"
9" WIDE STONE ON SHELF
1'-3" WIDE SHELF
GRAIN
3
4"
3
4"
11
2"
11
2"
3/4" PLYWOOD VENEER GABLES -
SIDES AND BACK OF OPENING -
SOLID WOOD AND VENEER -
STAIN FINISH.
WOOD SHELF @ BASE - STAIN
FINISH.
FRONT EDGE OF SHELF IS
FLUSH WITH GABLE.
8" HIGH BASEBOARD CONTINUED
ALONG NICHE OPENING - REFER
TO DETAIL 8/ID-804 FOR PROFILE.
STAIN FINISH.
GRAIN
1X8 SUPPORT BLOCKING AS
REQUIRED - ALL SIDES.
SOLID WOOD CIRCULAR BASE.
PROFILE TO MATCH DETAIL
8/ID-802.
STAIN FINISH.
R7" TO OUTER EDGE
OF GWB
3/4" THK. PREFORMED
PLASTER COLUMN TO ENCLOSE
EXISTING STEEL COLUMN.
11
2"
1'-61
2"
SOLID WOOD CIRCULAR
CAPITAL PROFILE FASTENED
TO TOP OF COLUMN.
REFER TO DETAIL 9/ID-804 -
STAIN FINISH
3/4" THK. PREFORMED
PLASTER COLUMN TO
ENCLOSE EXISTING STEEL
COLUMN.
VINYL WALLCOVERING FOR
FINISH.
EXISTING STEEL COLUMN
RING - STAINED FINISH
8"
2"
8'-7"
2"
5"
10'-0"
ELEVATION
SOLID WOOD CIRCULAR
BASE.
8/ID-802.
STAIN FINISH.
STAINED FINISH
8"
2"
1'-2"
11
2"
3/4" THK. PREFORMED
PLASTER COLUMN TO ENCLOSE
EXISTING STEEL COLUMN.
VINYL WALLCOVERING FOR
FINISH.
STAINED FINISH
CIRCULAR BASE.
SOLID WOOD CIRCULAR BASE.
8/ID-802.
STAIN FINISH.
EXISTING STEEL COLUMN
TYPICAL 3/4" THK. STONE
SILL
1
2"
1'-2"
TYPICAL 3/4" THK. WOOD
SILL - STAIN FINISH.
AS PER ARCHITECTURAL
DETAIL DRAWINGS.
5"
BASEBOARD - REFER TO
DETAIL 8/ID-802
3/4" WOOD VENEER PLYWOOD
PANEL - STAIN FINISH.
3/4" THK. STONE SLAB BASE
TO MEET FLOOR.
7'-7
3
4
"
10'-0"
ELEVATION
PLAN @ STONE BASE
3/4" STONE SLAB BASE
1/2" PLYWOOD SUBSTRATE
FASTENED TO EXISTING
CONCRETE COLUMN.
EXISTING CONCRETE COLUMN
PLAN @ WOOD VENNERED
COLUMN
3/4" WOOD VENEER PLYWOOD
PANEL - STAIN FINISH.
3/4" X 3/4" SOLID WOOD
NOSING - STAIN FINISH TO
MATCH WOOD VENEER
PANEL.
1/2" PLYWOOD SUBSTRATE.
1'-2
1
2
"
2'-81
2"
2'-81
2"
1'-2
1
2
"
1
2
"
2'-0"
EXISTING CONCRETE COLMN.
1/2" REVEAL.
PLYWOOD SUBSTRATE
REVEAL TO BE STAINED
FINISH TO MATCH VENEER
PANEL.
1/2" REVEAL.
PLYWOOD SUBSTRATE
REVEAL TO BE STAINED
FINISH TO MATCH VENEER
PANEL.
GRAIN
6"
3
4
"
R
1
2
"
3"
3
4
"
R1
2"
BUILT UP 3/4" MDF.
MILLED TO PROFILE.
1
4"
1
4"
1
4"
1
4
"
1/2" PLYWOOD
SUBSTRATE FASTENED
TO EXISTING CONCRETE
COLUMN.
3/4" STONE SLAB
3
4"
3
4
"
1/2" PLYWOOD SUBSTRATE
FASTENED TO EXISTING
CONCRETE COLUMN.
3/4" X 3/4" SOLID WOOD NOSING -
STAIN FINISH TO MATCH WOOD
VENEER PANEL.
3/4" WOOD VENEER
PLYWOOD PANEL - STAIN
FINISH.
6"
3
4
"
R
1
2
"
3"
3
4
"
R1
2"
3
4"
3
4"
DATE
NO. REVISIONS
ID-
I N C
T H E
NOTES
805
TORONTO AIRPORT
HOTEL
DETAILS
DEC 02
D.RENN
AS NOTED
SCALE: 3"=1'-0"
ID-805
4 PLAN: WALL NICHE @ ELEVATOR LOBBY
ELEVATION: WALL NICHE @ ELEVATOR
5
ID-805 SCALE: 1/2"=1'-0"
SECTION: WALL NICH @ ELEVATOR
6
ID-805 SCALE: 3"=1'-0"
SCALE: 3"=1'-0"
ID-805
3 SECTION: FURRED BASE @ SQUARE COLUMN
SCALE: 1/2"=1'-0"
ID-805
2 ELEVATION: FURRING @ SQUARE COLUMN
PLAN: FURRING @ SQUARE COLUMN
1
ID-805 SCALE: 3"=1'-0"
SECTION @ TYPICAL STONE / WOOD SILL
7
ID-805 SCALE: 3"=1'-0"
ELEVATION: CLADDING @ CONCRETE COLUMN
8
ID-805 SCALE: 1/2"=1'-0"
37
39
39
37
37
39
39
10
10
10
13
13
13
242
10 39 67 98
10
10
ID-805
9 CHAIR RAIL PROFILE @ JUNIOR AND NEW BALLROOM
39
39
39
98
67
39
10 249
8a
ID-805
ID-805
8b
SCALE: FULL SIZE
ID-805
8A CORNER @ COLUMN BASE
CORNER @ COLUMN VENEER
8A
ID-805 SCALE: FULL SIZE
10
10
10
26
26
26
10
10
70
ID-805
9 PROFILE @ TACK BOARD
104
102
FABRIC
FRAME
102

3"
10"
3
4
"
3
4
"
3
8
"
1
4
"
1
2
"
1
2"
GRANITE SPLASH
@ BACK & SIDES
SHALL MATCH GRANITE
COUNTER TOP
2'-0"
UNDERMOUNT SINK
NOTE: CONTRACTOR TO PROVIDE
MOUNTING METHOD PENDING
SITE CONDITIONS
STONE FOR WASHROOMS @ RESTAURANT AREA
STONE FOR WASHROOMS @ CONFERENCE PREFUNCTION AREA
STONE FOR WASHROOMS @ CHANGE ROOM AREA
SINK MOUNTING CLIP
3
4" THREADED STEEL ROD
W ST. NUT & WASHER
1" X 3" RECTANGULAR
STEEL TUBE FRAME -
PRIME PAINT
1" X 3" RECTANGULAR
STEEL TUBE FRAME -
PRIME PAINT
NUT WELDED TO STEEL BEARING
PLATE. (CONT.) 1
8" X 6" PROVIDE
ADDITIONAL
METAL STUDS AS REQUIRED
GRANITE SPLASH
@ BACK & SIDES
SHALL MATCH GRANITE
COUNTER TOP
3"
3
4
"
3
4
"
3
8
"
1
4
"
1
2
"
1
2"
4"
2'-0"
UNDERMOUNT SINK
NOTE: CONTRACTOR TO PROVIDE
MOUNTING METHOD PENDING
SITE CONDITIONS
SINK MOUNTING CLIP
3
4" THREADED STEEL ROD
W ST. NUT & WASHER
1" X 3" RECTANGULAR
STEEL TUBE FRAME -
PRIME PAINT
1" X 3" RECTANGULAR
STEEL TUBE FRAME -
PRIME PAINT
NUT WELDED TO STEEL BEARING
PLATE. (CONT.) 1
8" X 6" PROVIDE
ADDITIONAL
METAL STUDS AS REQUIRED
GRANITE SPLASH
@ BACK & SIDES
SHALL MATCH GRANITE
COUNTER TOP
3"
3
4
"
3
4
"
3
8
"
1
4
"
1
2
"
1
2"
4"
1'-3"
RECTANGULAR STEEL TUBE
FRAME- PRIME PAINT
PLYWOOD BACKING
IN WALL AS REQ'D
RECTANGULAR STEEL TUBE
FRAME- PRIME PAINT
1'-0"
POLISHED
STONE
3'-0"
2'-0"
RADIUS: 8"
3
4" PLY BACKING
TO SUIT
STAINLESS STEEL
PATCH MOUNTING
BRACKETS
3
4" PLY BACKING
BEHIND TO SUIT
POLISHED EDGE
3/4"
3'-0"
2'-0"
GRANITE SPLASH
@ BACK & SIDES
SHALL MATCH GRANITE COUNTER TOP
WOOD FRAMING
TO SUIT
3"
1
1/2"
1/2"
8
1/2"
2'-0"
9"
1
1/2"
CHROME FINISH
LINE OF GABLE
3
4" PLY
UNDERLAY
P-LAM SHELF
SOLID WOOD
EDGE
3/4"
NOTE:
COUNTER EDGE AS PER DETAIL
2/806
P-LAM BACK PANEL
WOOD FRAMING
TO SUIT
UNDERMOUNT SINK
SINK
MOUNTING CLIP
1 VANITY SECTION
DATE
NO. REVISIONS
ID-
I N C
T H E
NOTES
806
TORONTO AIRPORT
HOTEL
URINAL DIVIDER PANEL DETAIL
VANITY SECTIONS
DEC 02
D.RENN
AS NOTED
ID-806
2
3
BARRIER FREE VANITY SECTION
ID-806
MAKE UP COUNTER SECTION
ID-806 ID-806 SCALE: 1" = 1'-0"
URINAL DIVIDER PANEL-MEN'S WASHROOM FRONT & SIDE ELEVATION
5
SCALE: 3" = 1'-0"
4 VANITY SECTION - JUNIOR SUITE
ID-806
1 ISSUED FOR REVIEW 23/12 /02

N
SCALE: 1/8" = 1'-0"
A-03
PROPOSED ROOF LAYOUT
1
A-03
2 FRONT ELEVATION
A-03 SCALE: 3/16" = 1'-0"
3 RIGHT SIDE ELEVATION
A-03 SCALE: 3/16" = 1'-0"
4 LEFT SIDE ELEVATION
A-03 SCALE: 3/16" = 1'-0"
SCALE: 1" = 60'
A-03
SITE PLAN
5
D. RENN
2166
AS NOTED
NOV. 2004
-
STRUCTURAL NOTES:

A-02
3
A
A-02
3
A
A-0
1
A-1
4
SCALE: 3/16" = 1'-0"
A-01
DEMOLITION PLAN
1
2 PROPOSED FLOOR PLAN
A-01 SCALE: 3/16" = 1'-0"
5 ELECTRICAL LEGEND
A-01 SCALE: N/A
D. RENN
2166
AS NOTED
NOV. 2004
A-01 -
4 PLAN DETAIL
A-01 SCALE: 1" = 1'-0"
SCALE: 3/16" = 1'-0"
A-01
ELECTRICAL / REFLECTED CEILING PLAN
3
GENERAL NOTES:

A-03
3
A
A-03
3
A
1a BASEMENT PLAN
A-02 SCALE: 3/16" = 1'-0"
3 SECTION A-A
A-02 SCALE: 1/4" = 1'-0"
A-02
SCALE: 1/2" = 1'-0"
A-02
TYPICAL WALL SECTION
2
1b TYPICAL TJI - BEAM CONNECTION
A-02 SCALE: N/A
D. RENN
2166
AS NOTED
NOV. 2004
-
STRUCTURAL NOTES:

1'-9"
3'-0"
6"
6'-0"
7'-6"
1'-5"
5'-8"
8'-2"
6
"
3
'
-
0
"
6
'
-
0
"
3
'
-
0
"
1
3
'
-
0
"
1'-1
1/2"
1'-11"
5
'
-
4
"
2'-0"
8
'
-
6
"
2
'
-
0
"
8
'
-
6
"
5'-0"
3'-9
1/2"
1'-2 1/2"
7
'
-
4
"
4
1
/
2
"
7
'
-
0
1
/
2
"
4
'
-
0
1
/
2
"
3'-1"
EQ.
6'-0"
EQ.
4'-0"
AS
PER
EXISTING
EQ.
EQ.
9'-0"
AS PER EXISTING
EQ.
6'-0"
EQ.
3'-0" 8'-4 1/2"
4 1/2"
4 1/2"
6
'
-
0
"
M
I
N
1
2
"
5'-1"
MIN.
EQ.
6
'
-
0
"
MIN.
10'-4"
4
1
/
2
"
1
3
'
-
9
"
13'-8
1/2"
4
1/2"
2'-6"
11'-1"
4'-6"
10'-10
1/2"
4
1/2"
4'-0"
EXTEND
1'-0"
8"
2'-8"
8"
4 1/2"
1'-6
1/2"
7'-8
1/2"
6'-0
1/2"
4
1/2"
4
1/2"
4" 2'-10"
2'-3
1/2"
6"
1'-0"
4'-0"
2'-6"
3"
7'-6 1/2"
7'-2
1/2"
12'-0"
1
0
'
-
2
"
1
2
'
-
3
1
/
2
"
1
0
"
4
1
/
2
"
6" 6"
6'-10"
10'-9"
4"
8'-9 1/2"
TO CORNER OF PLATFORM
10'-2 1/2"
BETWEEN PLATFORMS
4'-2"
7'-6
1/2"
TO
CORNER
OF
PLATFORM
6"
OFFICE
STORAGE
STAIR
DISPLAY
BATHROOMS
FAUCETS
LIVING
BF / W.C.
RECEPTION
KITCHENS
PATIO /
OFFICE
ENTRY
ELECT.
WORK
STATIONS
INTERIOR
DOORS
19'-0"
4'-8 1/2"
UP
1
R
I
S
E
R
U
P
1
R
I
S
E
R
UP
1
RISER
UP
1
RISER
TO BE CONFIRMED
EQ.
2
'
-
4
"
TO
BE
CONFIRMED
4'-0"
4'-0"
12"-0"
4'-0"
4
1/2"
15'-0"
4
1/2"
13'-7"
4
1/2"
9'-1
1/2"
12'-5"
18'-2"
4
'
-
8
"
3
'
-
1
0
"
12'-9 1/2"
3
'
-
0
"
13'-3"
1
0
"
9'-4
1/2"
HALF WALL AT 40"
HIGH AFP.
REFER TO ELEVATION
H
A
L
F
W
A
L
L
S
A
T
4
0
"
H
I
G
H
A
F
P
.
R
E
F
E
R
T
O
E
L
E
V
A
T
I
O
N
HALF WALL AT
40" HIGH AFP.
REFER TO
ELEVATION
NOTE:
ALL RAISED PLATFORMS
TO BE CONSTRUCTED
USING 2x6 TIMBER
FRAMING @ 16" O/C.
BATT - TYPE INSULATION
TO BE INSTALLED
BETWEEN FLOOR JOISTS
PRIOR TO FASTENING 5/8"
PLYWOOD SHEATHING
OVER JOISTS.
NOTE:
ALL FULL-HEIGHT AND
HALF-HEIGHT INTERIOR
PARTITIONS ARE TO BE
CONSTRUCTED WITH 1/2"
DRYWALL ON EITHER SIDE
OF 2x4 STEEL STUD
FRAMING. ALL DRYWALL
IS TO BE TAPED,
PLASTERED, SANDED AND
PRIMED AS PER ALL
LOCAL BUILDING CODE
REGULATIONS.
CONTRACTOR TO
DETERMINE LOCATION OF
"ROUNDED CORNERS"
PRIOR TO INSTALLATION
OF DRYWALL.
LOCATION OF FULL-HEIGHT BRICK
VENEER. (BOTH SIDES)
CONTRACTOR TO COORDINATE
SELECTION OF BRICK WITH CLIENT.
LOCATION OF
FULL-HEIGHT BRICK
CONTRACTOR TO
COORDINATE
SELECTION OF BRICK
WITH CLIENT.
LOCATION OF FULL-HEIGHT BRICK
CONTRACTOR TO COORDINATE
SELECTION OF BRICK WITH CLIENT.
SAMPLE WINDOW.
CONTRACTOR TO
COORDINATE.
TYP.
NOTE:
ALL OFFICE DIMENSIONS TO BE
COORDINATED WITH EXISTING
OFFICE FURNITURE PRIOR TO THE
CONSTRUCTION OF OFFICE AREA.
CONTRACTOR TO COORDINATE.
NOTE:
ALL RAISED PLATFORMS
TO BE CONSTRUCTED
USING 2x6 TIMBER
FRAMING @ 16" O/C.
BATT - TYPE INSULATION
TO BE INSTALLED
BETWEEN FLOOR JOISTS
PRIOR TO FASTENING 5/8"
PLYWOOD SHEATHING
OVER JOISTS.
ALL COLUMNS ARE FOR DECORATIVE
PURPOSES ONLY - CLIENT TO SELECT
SAMPLE COLUMNS.
WHERE DRYWALL CEILING SAMPLES
ARE TO BE FASTENED TO COLUMNS;
CONTRACTOR TO VERIFY WEIGHT AND
SUPPORT REQUIRED PRIOR TO
CONSTRUCTION.
TYP.
ID-03
1
ID-03
2
ID-03
3
RECEPTION AND OFFICE INTERIOR
PARTITIONS ARE AS PER
CONSTRUCTED AS OF NOVEMBER
20, 2003.
ID-03
4
6"
3'-8"
4 1/2"
3'-2"
1'-7 1/2"
5'-0"
1'-7 1/2"
4
1
/
2
"
7 1/2"
EXISTING PERIMETER / NEW
FULL-HEIGHT PARTITION
NEW 40" HIGH INTERIOR
PARTITION
NEW INTERIOR BRICK FACED
PARTITION
EXTENDED EXISTING
PARTITION
CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS
AND DIMENSIONS PRIOR TO COMMENCING WORK.
CONTRACTOR MUST CONTACT DESIGNER WITH ANY
CONFLICT WITH RESPECT TO THE ACCURACY OF
THESE EXISTING CONDITIONS AS REPRESENTED BY
IN THE DRAWING.
ALL FULL-HEIGHT AND HALF HEIGHT INTERIOR
PARTITIONS ARE TO BE CONSTRUCTED WITH 1/2"
DRYWALL ON EITHER SIDE OF 2x4 STEEL STUD
FRAMING. ALL DRYWALL IS TO BE TAPED,
PLASTERED, SANDED AND PRIMED AS PER ALL
LOCAL BUILDING CODE REGULATIONS.
WHERE EXISTING CONCRETE BLOCK PERIMETER
WALLS ARE EXPOSED TO THE INTERIOR, 1/2"
DRYWALL IS TO BE FASTENED OVER 1/2" FURRING
CHANNELS ATTACHED TO CONCRETE BLOCK.
DRYWALL IS THEN TO BE TAPED, PLASTERED,
SANDED AND PRIMED AS PER ALL LOCAL BUILDING
CODE REGULATIONS.
SCALE: 1/4" = 1'-0"
ID-1
FLOOR PLAN
1
DATE
NO. REVISIONS
ID-
NOTES
01
MOUNTAINVIEW HOMES
DESIGN CENTRE
FLOOR PLAN
OCTOBER 2003
DR
1/4"=1'-0"
ISSUED TO CLIENT
1 10/30/2003
WALL TYPE LEGEND
11/05/2003
2 ISSUED TO CLIENT
ISSUED FOR REVIEW
3 11/20/2003

TO BE CONFIRMED
TO
BE
CONFIRMED
4
'
-
0
"
12"
2'-2
1/2"
7
1/2"
1
0
'
-
0
"
1
2
'
-
0
"
2
2
'
-
0
"
1
1
'
-
3
"
1
4
'
-
0
"
1'-5"
7'-10 1/2"
11'-8"
2
'
-
0
"
2'-0"
2'-0"
4
'
-
1
0
"
5
'
-
1
0
"
4
'
-
1
0
"
8'-6"
8'-6"
1
'
-
6
"
19'-0"
19'-0"
10'-0"
3'-4"
5
'
-
4
"
3'-4"
2'-3"
3'-4"
2'-3"
2'-0"
2'-0"
2'-0" 2'-0"
EQ. EQ. EQ.
2'-0"
EQ. EQ. EQ.
2'-0"
2'-0" 2'-0"
2'-0"
2'-0"
2'-0"
1
0
"
2'-0"
2'-0"
2'-0"
10"
1
0
"
10"
EQ.
EQ.
1'-4" 1'-4"
1'-0"
1'-4" 1'-4"
1'-2"
3'-7"
4'-7 1/2"
DIMENSIONS FOR BULKHEAD
ABOVE SHOWER TO BE
CONFIRMED WITH OVERALL
DIMENSIONS OF TANGO SHOWER.
UPGRADE
DIMENSIONS FOR BULKHEAD
ABOVE CORNER TUB TO BE
CONFIRMED WITH OVERALL
DIMENSIONS OF TUB UPGRADE.
4'-0"
2
'
-
5
"
E
Q
.
1'-5"
E
Q
.
OFFICE
STORAGE
STAIR
DISPLAY
BATHROOMS
FAUCETS
LIVING
BF / W.C.
RECEPTION
KITCHENS
PATIO /
OFFICE
ENTRY
ELECT.
INTERIOR DOORS
LIGHTING LAYOUT TO BE
COORDINATED WITH
INSTALLATION OF NEW
UPGRADED KITCHEN
DISPLAY.
LIGHTING LAYOUT TO BE
COORDINATED WITH
INSTALLATION OF NEW
PATIO / OFFICE DISPLAY
E
Q
.
E
Q
.
1'-5"
2
'
-
1
0
"
E
Q
.
EQ.
E
Q
.
E
Q
.
5
'
-
5
"
5
'
-
5
"
1
'
-
3
"
6
'
-
2
1
/
2
"
6
'
-
2
1
/
2
"
6
'
-
2
1
/
2
"
1'-0"
1'-0"
3'-0"
3'-0"
1
'
-
2
"
1
'
-
2
"
2'-2"
2
'
-
2
"
1
'
-
2
"
1
'
-
2
"
2'-2"
2
'
-
2
"
9'-0" AFP.
9'-6" AFF.
9'-0" AFP.
9'-0" AFP.
9'-0" AFP.
10'-6" AFF.
10'-6" AFF.
10'-6" AFF.
10'-6" AFF.
10'-6" AFF.
8'-0" AFF.
9'-6" AFF.
9'-6" AFF.
8'-0" AFF.
8'-0" AFF.
9'-0" AFF.
9'-0" AFF.
NO WORK
9'-6" AFF.
9'-6" AFF.
9'-0" AFF.
9'-6" AFF.
9'-6" AFF.
9'-6" AFP.
EQ.
EQ.
EQ.
EQ.
E
Q
.
E
Q
.
1'-6" 1'-6"
EQ.
EQ.
8
'-
6
"
A
F
F
.
TBD.
TBD.
TBD.
1
4
'
-
0
"
2
'
-
6
"
2'-7
1/2"
3
'
-
1
0
"
3'-10"
1
'
-
2
"
1
'
-
2
"
1
0
"
6'-0"
6
'
-
0
"
EQ.EQ.
E
Q
.
E
Q
.
EQ.
EQ.
C
/
L
10"
E
Q
E
Q
E
Q
1'-8"
1'-8"
9'-0" AFP.
DRYWALL TO BE
TAPED, PLASTERED
AND RECEIVE
CEILING FINISH No.1
DRYWALL TO BE
TAPED, PLASTERED
AND RECEIVE
CEILING FINISH No.2
DRYWALL TO BE
TAPED, PLASTERED
AND RECEIVE
CEILING FINISH No.3
DRYWALL TO BE
TAPED, PLASTERED
AND REMAIN FLAT -
NO STIPPLE
No.1
No.1
No.2
No.3
No.4
No.4
No.4
No.4
No.4
No.4
No.4
No.4
No.4
No.2
No.3
No.4
No.4
No.4
1'-8"
2
'
-
4
"
ID-02
2
ID-02
2
WS WS
WS
WS
WS
WS
WS
WS
WS
1'-6"
PROPOSED
WALL
UNIT
C/L
E
Q
EQ
E
Q
E
Q
E
Q
EQ
E
Q
1
'
-
8
"
1
'
-
8
"
P
R
O
P
O
S
E
D
M
A
N
T
E
L
P
R
O
P
O
S
E
D
MANTEL
PRIOR TO INSTALLING J-BOX FOR WALL
SCONCES -
CONTRACTOR TO CONFIRM INSTALLATION
HEIGHT OF 5'-6" AFF. TO CENTRE OF J-BOX.
ANY DISCREPANCIES MUST BE REPORTED
TO DESIGNER.
NOTE:
1
'
-
0
"
1
'
-
0
"
3'-0"
3'-0"
3'-0"
3'-0"
EQ.
EQ.
4'-0"
1'-6"
1
'-
0
"
1
'-
0
"
3
1
2
U/S OF NEW T-BAR
CEILING TILE TO BE
10'-2" AFF.
U/S OF NEW DRYWALL
BULKHEAD TO BE
9'-2" AFF.
2x2 WOOD FRAMING
FOR DRYWALL
BULKHEAD
2x4 CONTINUOUS
NAILER FASTENED TO
BULKHEAD FRAMING
CONTINUOUS
BLOCKING AS
REQUIRED
5" HIGH CROWN
MOULDING.
ALL JOINTS TO BE
GLUED AND CAULKED
PRIOR TO PAINT
FINISH.
1/2" DRYWALL FOR
PAINT FINISH
CONTINUOUS 120V
ROPE LIGHTING BY
DURALIGHT.
150' MAX ROLL - ON
DIMMER.
1'-0"
1
2
"
6
1
2
"
MAX.
10/30/2003
1 ISSUED TO CLIENT
DATE
NO. REVISIONS
ID-
NOTES
02
MOUNTAINVIEW HOMES
DESIGN CENTRE
REFLECTED CEILING
PLAN
OCTOBER 2003
DR
1/4"=1'-0"
1 REFLECTED CEILING PLAN
ID-2 SCALE: 1/4" = 1'-0"
ISSUED TO CLIENT
2 11/05/2003
11/20/2003
3 ISSUED FOR REVIEW
SCALE: 3" = 1'-0"
ID-2
SECTION DETAIL @ PLATFORM BULKHEADS
2

EXISTING PERIMETER / NEW
FULL-HEIGHT PARTITION
NEW 40" HIGH INTERIOR
PARTITION
NEW INTERIOR BRICK FACED
PARTITION
EXTENDED EXISTING
PARTITION
CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS
AND DIMENSIONS PRIOR TO COMMENCING WORK.
CONTRACTOR MUST CONTACT DESIGNER WITH ANY
CONFLICT WITH RESPECT TO THE ACCURACY OF
THESE EXISTING CONDITIONS AS REPRESENTED BY
IN THE DRAWING.
ALL FULL-HEIGHT AND HALF HEIGHT INTERIOR
PARTITIONS ARE TO BE CONSTRUCTED WITH 1/2"
DRYWALL ON EITHER SIDE OF 2x4 STEEL STUD
FRAMING. ALL DRYWALL IS TO BE TAPED,
PLASTERED, SANDED AND PRIMED AS PER ALL
LOCAL BUILDING CODE REGULATIONS.
WHERE EXISTING CONCRETE BLOCK PERIMETER
WALLS ARE EXPOSED TO THE INTERIOR, 1/2"
DRYWALL IS TO BE FASTENED OVER 1/2" FURRING
CHANNELS ATTACHED TO CONCRETE BLOCK.
DRYWALL IS THEN TO BE TAPED, PLASTERED,
SANDED AND PRIMED AS PER ALL LOCAL BUILDING
CODE REGULATIONS.
3
'-
1
"
2'-6"
3'-3"
1
2
'
-
0
"
5'-6
1/2"
7'-7
3/4"
ID-04
3
1'-0" 4'-0"
3'-10"
3"
2"
1'-3"
3'-6"
2"
METAL DOWEL.
FINISH TO BE BRUSHED
NICKEL.
4" HIGH SOLID WOOD TOP
PLATE.
WOOD TO BE ASH, AND
STAIN TO BE SELECTED.
1
'-
3
"
F
I
N
I
S
H
E
D
4" HIGH SOLID WOOD BASE
PLATE.
WOOD TO BE ASH, AND
METAL BALL FIXED
DOWEL.
FINISH TO BE
BRUSHED NICKEL. P-LAM. FINISH OVER 3/8"
PLYWOOD SUBSTRATE.
REFER TO REAR
ELEVATION FOR P-LAM.
PATTERN.
WOOD GRAIN P-LAM.
FINISH OVER TOP,
FRONT AND BOTTOM
OF SOLID 3/4"
PLYWOOD RAIL.
REFER TO FRONT
ELEVATION FOR SIZE.
4"
2"
1'-0"
1/2"
3"
4
1/2"
4"
1"
3"
1'-0"
4-1/2" HIGH METAL
FURNITURE LEGS.
NICKEL.
STYLE TO BE SELECTED.
METAL DOWEL.
NICKEL.
METAL DOWEL.
FINISH TO BE
BRUSHED NICKEL.
METAL DOWEL.
NICKEL.
7'-7-3/4"
4"
2"
3
8"
3
8
" 3
4" 93
4" 3
8"
3
8
"
3
4"
3
8
"
2
7
8
"
3
8
"
1"
1"
1
1
2
"
3
4"
4"
1'-0"
3
1
4
"
5
8
"
1'-0
1
4
"
3
1
4
"
1'-1
5
8
"
1
1
2
"
3
4"
3"
3
4"
1
1
2
"
3
4"
2"
4
1
2
"
4"
3
4
"
3"
4
1
2
"
4"
3
1
4
"
3
8
"
3
4
"
1
1
2
"
3
4"
11
8"
3
8
" 3
8
"
3
8
" 1'-0" 3
8"
3
8
"
3
8
"
11/23/2003
ISSUED FOR REVIEW
4
11/20/2003
3 ISSUED FOR REVIEW
ISSUED TO CLIENT
2 11/05/2003
WALL TYPE LEGEND
10/30/2003
1 ISSUED TO CLIENT
DATE
NO. REVISIONS
ID-
NOTES
04
MOUNTAINVIEW HOMES
DESIGN CENTRE
PROPOSED TILE
LAYOUT
OCTOBER 2003
DR
1/4"=1'-0"
1 PROPOSED TILE LAYOUT
ID-4 SCALE: 1/4" = 1'-0"
SCALE: 1/2" = 1'-0"
ID-4
MILLWORK @ DISPLAY UNIT
2
3 SECTION @ DISPLAY UNIT
ID-4 SCALE: 1" = 1'-0"
4 DETAILS @ DISPLAY UNIT
ID-4 SCALE: 3" = 1'-0"

Mountainview
Homes
3'-6"
4"
SOLID GRANITE TOP.
COLOUR TO BE SELECTED.
ROD SUPPORT.
NICKEL.
PLATE.
WOOD TO BE ASH, AND STAIN
TO BE SELECTED.
2" HIGH SOLID WOOD SKIRT.
WOOD TO BE ASH, AND STAIN TO BE
SELECTED.
MOUNTAINVIEW LOGO TO
BE DETERMINED.
NICKEL.
WOOD GRAIN P-LAM. PANEL.
FORMICA FINISH TO BE DETERMINED.
METAL P-LAM. PANEL.
FORMICA FINISH TO BE
DETERMINED.
1/2" REVEAL FOR FLAT
BLACK PAINT FINISH.
6"
10"
10"
3"
6"
8"
8"
2'-6"
3'-6"
4'-2"
4"
OPEN TO REVEAL BACK OF
FRONT GABLE
24"x 24" FILING UNIT WITH PEWTER
HANDLES - TO BE CONSTRUCTED WITH
5/8" MELAMINE PARTICLE BOARD.
COLOUR OF MELAMINE TO BE
DETERMINED.
OVERALL FINISHED HEIGHT OF FILING
UNIT MUST SUIT SPACE UNDER WORK
COUNTER.
3/4" THK. P-LAM. WORK COUNTER.
FORMICA FINISH TO BE DETERMINED.
1/2" MELAMINE SHELVES.
FINISH TOP, BOTTOM AND FRONT.
COLOUR TO BE DETERMINED.
6" x 24" x 12" DEEP, DRAWER WITH
PEWTER HANDLE - TO BE
CONSTRUCTED WITH 5/8" MELAMINE
PARTICLE BOARD.
COLOUR OF MELAMINE TO BE
DETERMINED.
DRAWER TO BE FASTENED TO U/S OF
WORK COUNTER.
7'-11"
4"
2'-6"
8"
3'-6"
1'-0"
1'-8"
4'-2"
4"
3'-6"
4'-2"
2"
8"
2'-6"
SOLID GRANITE SHELF TO BE
METAL ROD SUPPORTS.
RODS TO BE BRUSHED NICKEL
FINISH.
SOLID GRANITE
TOP.
FINISH TO BE
DETERMINED.
METAL P-LAM.
PANEL.
FORMICA FINISH TO
BE DETERMINED.
2
'
-
1
1
1
/
2
"
6'-3"
5
'
-
3
1
/
2
"
8
"
10'-0"
1'-6"
2'-0"
1'-0
"
2'-
0"
1'-7 1/2"
1
'
-
7
1
/
2
"
10"
Mountainview
Homes
5'-0"
8'-2"
8'-2"
1'-10"
1'-4"
3/4"
5
1/2"
3/4"
4
1/2"
1
1/2"
2'-7
1/2"
3/4"
8"
1
1/2"
1'-11
1/2"
3/4"
4"
1'-11
1/2"
4"
1'-11
1/2"
3'-7
1/2"
4 1/2"
4 1/2"
4'-3"
PLATE.
WOOD TO BE ASH, AND
4" HIGH SOLID WOOD TOP
PLATE.
WOOD TO BE ASH, AND
DECO METAL P-LAM.
PANEL.
DETERMINED.
3
1/2"
1/2" REVEAL FOR DECO
METAL / WOOD GRAIN
FORMICA P-LAM. FINISH.
WOOD GRAIN P-LAM.
PANEL.
FORMICA FINISH TO
BE DETERMINED.
BLACK SPEAKER CLOTH.
(TYPICAL)
3/4"
1'-0"
3'-3 1/2"
1'-10"
7"
3'-3 1/2"
7"
1'-10"
2"
3'-0"
6"
1'-1
1/2"
2'-6"
3'-4 1/2"
3'-6 1/2"
3'-11 1/2"
1
'
-
0
1
/
2
"
1
'
-
5
1
/
2
"
1
0
1
/
2
"
6
"
1
'
-
1
1
/
2
"
2
'
-
6
"
1
'
-
1
"
1
'
-
6
1
/
2
"
2
'
-
6
"
3'-7"
4'-0 1/2"
5'-0"
6"
4"
2"
3'-0"
6"
4"
1'-1 1/2"
2'-6"
6"
METAL P-LAM.
PANEL.
FORMICA FINISH TO
BE DETERMINED.
PLATE.
TO BE SELECTED.
2" HIGH SOLID WOOD SKIRT.
TO BE SELECTED.
3/4" THK. "HARDROCK" WORK TOP.
OWNER TO PROVIDE SAMPLES TO
DESIGNER FOR COLOUR SELECTION
PRIOR TO FABRICATION.
1/2" REVEAL FOR FLAT
BLACK PAINT FINISH.
TYP.
TYP.
WOOD GRAIN P-LAM.
PANEL.
DETERMINED.
1 ELEVATION @ KITCHENS
ID-3 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
ID-3
ELEVATION @ LIVING ROOM
2 3 ELEVATION @ RECEPTION
ID-3 SCALE: 1/4" = 1'-0"
ISSUED FOR REVIEW
3 11/20/2003
11/05/2003
2 ISSUED TO CLIENT
DATE
NO. REVISIONS
ID-
NOTES
03
MOUNTAINVIEW HOMES
DESIGN CENTRE
INTERIOR ELEVATIONS
AND MILLWORK
OCTOBER 2003
DR
AS NOTED
ISSUED TO CLIENT
1 10/30/2003
SCALE: 1/2" = 1'-0"
ID-3
MILLWORK @ RECEPTION
6
SCALE: 1/4" = 1'-0"
ID-3
ELEVATION @ WALL UNIT
4
7 MILLWORK @ WALL UNIT
ID-3 SCALE: 1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
ID-3
MILLWORK @ WALL UNIT
8
SCALE: 1/4" = 1'-0"
ID-3
NOT USED
5

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