View
34
Download
0
Embed Size (px)
Citation preview
15'-0" 15'-0" 15'-0" 15'-0"
60'-0"
7'-6"
30'-0
"7'-
6"
45'-0
"
ED F G H J K
1
2
3
4
F
S
S
R
1
2
1
3
4
14
1312
11
10
9
21
22
7
8
6
5
15
1617
18
19
20
24
23
15'-0" 15'-0"
3
5
7
9 11
2
4
6
8
10 12
17
19
21
23
1513
18
20
22
24
1614
ISSUED TO CLIENT1 02/11/07
NOTES
A-
REVISIONS
NO. DATE
PART 9DESIGN
1/8" = 1'-0"D. RENN02/11/07
FLOOR PLAN
IDEAL CLASSROOM8R - DESIGN TECHNOLOGY
O1
1 FLOOR LAYOUTA-01 SCALE: 1/8" = 1'-0"
C:\Documents and Settings\David\My Documents\MyBrock\Brock - 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 9DESIGN
1/2" = 1'-0"D. RENN02/11/07
MILLWORK DETAILS
IDEAL CLASSROOM8R - DESIGN TECHNOLOGY
O2
SCALE: 1/2" = 1'-0"A-02MILLWORK DETAILS1
MountainviewHomes
3'-6"
4"
SOLID GRANITE TOP.COLOUR TO BE SELECTED.
QTY.2 - 1/2"Ø CURVED METALROD SUPPORT.FINISH TO BE BRUSHEDNICKEL.
4" HIGH SOLID WOOD BASEPLATE.WOOD TO BE ASH, AND STAINTO BE SELECTED.
2" HIGH SOLID WOOD SKIRT.WOOD TO BE ASH, AND STAIN TO BESELECTED.
MOUNTAINVIEW LOGO TOBE DETERMINED.
FINISH TO BE BRUSHEDNICKEL.
WOOD GRAIN P-LAM. PANEL.FORMICA FINISH TO BE DETERMINED.
METAL P-LAM. PANEL.FORMICA FINISH TO BEDETERMINED.
1/2" REVEAL FOR FLATBLACK PAINT FINISH.
6"10
"10
"3"
6"
8"8"
2'-6"
3'-6" 4'-
2"
4"
OPEN TO REVEAL BACK OFFRONT GABLE
24"x 24" FILING UNIT WITH PEWTERHANDLES - TO BE CONSTRUCTED WITH
5/8" MELAMINE PARTICLE BOARD.COLOUR OF MELAMINE TO BE
DETERMINED.OVERALL FINISHED HEIGHT OF FILINGUNIT 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 WITHPEWTER HANDLE - TO BECONSTRUCTED WITH 5/8" MELAMINEPARTICLE BOARD.COLOUR OF MELAMINE TO BEDETERMINED.DRAWER TO BE FASTENED TO U/S OFWORK 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 BEFASTENED TO 2 - 1/2"Ø CURVED
METAL ROD SUPPORTS.RODS TO BE BRUSHED NICKEL
FINISH.
SOLID GRANITETOP.
FINISH TO BEDETERMINED.
METAL P-LAM.PANEL.
FORMICA FINISH TOBE DETERMINED.
2'-11 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"
MountainviewHomes
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"
4" HIGH SOLID WOOD BASEPLATE.WOOD TO BE ASH, ANDSTAIN TO BE SELECTED.
4" HIGH SOLID WOOD TOPPLATE.WOOD TO BE ASH, ANDSTAIN TO BE SELECTED.
DECO METAL P-LAM.PANEL.FORMICA FINISH TO BEDETERMINED.
3 1/2"
1/2" REVEAL FOR DECOMETAL / WOOD GRAINFORMICA P-LAM. FINISH.
WOOD GRAIN P-LAM.PANEL.FORMICA FINISH TOBE 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"
10 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.
4" HIGH SOLID WOOD BASEPLATE.WOOD TO BE ASH, AND STAINTO BE SELECTED.
2" HIGH SOLID WOOD SKIRT.WOOD TO BE ASH, AND STAINTO BE SELECTED.
3/4" THK. "HARDROCK" WORK TOP.OWNER TO PROVIDE SAMPLES TODESIGNER FOR COLOUR SELECTIONPRIOR TO FABRICATION.
1/2" REVEAL FOR FLATBLACK PAINT FINISH.
8 1/2"± 8 1/2"±
8 1/2"
±TY
P.8 1
/2"±
TYP.
WOOD GRAIN P-LAM.PANEL.FORMICA FINISH TO BEDETERMINED.
1 ELEVATION @ KITCHENSID-3 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"ID-3
ELEVATION @ LIVING ROOM2 3 ELEVATION @ RECEPTIONID-3 SCALE: 1/4" = 1'-0"
ISSUED FOR REVIEW3 11/20/2003
11/05/20032 ISSUED TO CLIENT
DATENO.
REVISIONS
ID-
NOTES
03
MOUNTAINVIEW HOMESDESIGN CENTRE
INTERIOR ELEVATIONSAND MILLWORK
OCTOBER 2003DR
AS NOTED
ISSUED TO CLIENT1 10/30/2003
SCALE: 1/2" = 1'-0"ID-3MILLWORK @ RECEPTION6
SCALE: 1/4" = 1'-0"ID-3ELEVATION @ WALL UNIT4
4 ISSUED FOR REVIEW 11/23/2003
7 MILLWORK @ WALL UNITID-3 SCALE: 1/2" = 1'-0"
SCALE: 1/2" = 1'-0"ID-3MILLWORK @ WALL UNIT8
SCALE: 1/4" = 1'-0"ID-3NOT USED5
EXISTING PERIMETER / NEWFULL-HEIGHT PARTITION
NEW 40" HIGH INTERIORPARTITION
NEW INTERIOR BRICK FACEDPARTITION
EXTENDED EXISTINGPARTITION
CONTRACTOR TO VERIFY ALL EXISTING CONDITIONSAND DIMENSIONS PRIOR TO COMMENCING WORK.CONTRACTOR MUST CONTACT DESIGNER WITH ANYCONFLICT WITH RESPECT TO THE ACCURACY OFTHESE EXISTING CONDITIONS AS REPRESENTED BYIN THE DRAWING.
ALL FULL-HEIGHT AND HALF HEIGHT INTERIORPARTITIONS ARE TO BE CONSTRUCTED WITH 1/2"DRYWALL ON EITHER SIDE OF 2x4 STEEL STUDFRAMING. ALL DRYWALL IS TO BE TAPED,PLASTERED, SANDED AND PRIMED AS PER ALLLOCAL BUILDING CODE REGULATIONS.
WHERE EXISTING CONCRETE BLOCK PERIMETERWALLS ARE EXPOSED TO THE INTERIOR, 1/2"DRYWALL IS TO BE FASTENED OVER 1/2" FURRINGCHANNELS ATTACHED TO CONCRETE BLOCK.DRYWALL IS THEN TO BE TAPED, PLASTERED,SANDED AND PRIMED AS PER ALL LOCAL BUILDINGCODE REGULATIONS.
3'-1"
2'-6"
3'-3"
12'-0"
5'-6 1
/2"
7'-7 3
/4"
ID-043
1'-0" 4'-0"
3'-10"
3"2"
1'-3"
3'-6"2"
1/2"Ø DECORATIVE METALBALL FIXED TO 1/4"ØMETAL DOWEL.FINISH TO BE BRUSHEDNICKEL.
4" HIGH SOLID WOOD TOPPLATE.WOOD TO BE ASH, ANDSTAIN TO BE SELECTED.
1'-3"
FINISH
ED
4" HIGH SOLID WOOD BASEPLATE.WOOD TO BE ASH, ANDSTAIN TO BE SELECTED.
1/2"Ø DECORATIVEMETAL BALL FIXED
TO 1/4"Ø METALDOWEL.
FINISH TO BEBRUSHED NICKEL. P-LAM. FINISH OVER 3/8"
PLYWOOD SUBSTRATE.REFER TO REARELEVATION FOR P-LAM.PATTERN.
WOOD GRAIN P-LAM.FINISH OVER TOP,
FRONT AND BOTTOMOF 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 METALFURNITURE LEGS.FINISH TO BE BRUSHEDNICKEL.STYLE TO BE SELECTED.
1/2"Ø DECORATIVE METALBALL FIXED TO 1/4"ØMETAL DOWEL.FINISH TO BE BRUSHEDNICKEL.
1/4"Ø DECORATIVEMETAL DOWEL.
FINISH TO BEBRUSHED NICKEL.
1/2"Ø DECORATIVE METALBALL FIXED TO 1/4"ØMETAL DOWEL.FINISH TO BE BRUSHEDNICKEL.
7'-7-
3/4"
4"2"
38" 3
8" 34" 93
4" 38"3
8"34"
3 8"27 8"
3 8"1"
1"
11 2"
34" 4"
1'-0"
31 4"
5 8"1'-
01 4"
31 4"
1'-15 8"
11 2"
34"
3"
34"
11 2"
34"
2"
41 2"4"
3 4"3"
41 2"4"
31 4"
3 8"3 4"
11 2"
34"11
8"
38" 3
8"
38" 1'-0" 3
8"
38"3
8"
11/23/2003ISSUED FOR REVIEW4
11/20/20033 ISSUED FOR REVIEW
ISSUED TO CLIENT2 11/05/2003
WALL TYPE LEGEND
10/30/20031 ISSUED TO CLIENT
DATENO.
REVISIONS
ID-
NOTES
04
MOUNTAINVIEW HOMESDESIGN CENTRE
PROPOSED TILELAYOUT
OCTOBER 2003DR
1/4"=1'-0"
1 PROPOSED TILE LAYOUTID-4 SCALE: 1/4" = 1'-0"
SCALE: 1/2" = 1'-0"ID-4MILLWORK @ DISPLAY UNIT2
3 SECTION @ DISPLAY UNITID-4 SCALE: 1" = 1'-0"
4 DETAILS @ DISPLAY UNITID-4 SCALE: 3" = 1'-0"
PROJECT NOTES:
PROJECT DESCRIPTION - RESIDENTIAL RENOVATIONSITE 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 THEDESIGNER RENDERS THIS DESIGN INVALID.TEMPORARY SUPPORTS AND BRACING MUST BE INSTALLED THROUGHOUT THECONSTRUCTION UNTIL ALL MEMBERS ARE CORRECTLY ASSEMBLED.CONTRACTOR TO CHECK DRAWINGS AND FIELD CONDITIONS AND REPORT ANYDISCREPANCIES TO THE DESIGNER PRIOR TO COMMENCING ANY WORK.
ALL EXISTING HEADERS WITHIN SCOPE OF WORK ARE TO BE EVALUATED BYENGINEER, UPON EXPOSURE AND PRIOR TO CONSTRUCTION OF CONNECTIONS.
DO NOT SCALE THE DRAWING.
STEEL:ALL STRUCTURAL STEEL TO CONFORM TO C.S.A. STANDARD40.21 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 TO BE 3/4"Ø.BOLT HOLES TO BE 13/16"Ø UNLESS OTHERWISE NOTED.
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 A23.1MAND 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 OUTTO ACCOMMODATEPLUMBING / ELECTRICAL
NEW 2X6 WALL FURREDOUT
TO ACCOMODATEINSTALLATION OF NEW
ELECTRICAL ANDINSULATION.
LINE OFOPENING 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"
10'-0
"
5'-1"
6'-3"
7'-2 1/2"
5'-4"
2'-0"
3'-9 1/2"
5 1/2"
2'-6"
27'-1
1 1/2"
OPENTO
ABOVEOPEN TOABOVE
17'-9 1/2"
WASHROOM
KITCHEN
LIVING ROOM
UTILITY ROOM
GARAGE
RECR
EATI
ON R
OOM
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 SPOUTRUNNING DOWN
THROUGH FURRED OUTINTERIOR WALL CAVITY.
DOWN SPOUT TO RUNINTO EXISTING WEEPING
TILE SYSTEM.REFER TO SECTION.
(TYPICAL)
2'-0"
1'-0"
2'-0"
1'-0"
2'-0"
1'-0"
PVC DOWN SPOUTRUNNING DOWN
THROUGH FURRED OUTINTERIOR WALL CAVITY.
DOWN SPOUT TO RUNINTO EXISTING WEEPING
TILE SYSTEM.REFER TO SECTION.
(TYPICAL)
PVC DOWN SPOUTRUNNING DOWN
THROUGH FURRED OUTINTERIOR WALL CAVITY.
DOWN SPOUT TO RUNINTO EXISTING WEEPING
TILE SYSTEM.REFER TO SECTION.
(TYPICAL)
EXISTING PARTITION / EXTERIORWALL
NEW FULL-HEIGHT WALL SECTION.2X6 FURRED OUT FOR PERIMETER.2X4 FOR INTERIOR PARTITIONS.
WALL LEGEND
BULKHEADABOVE
NEW FULL-HEIGHT CURTAIN TYPEPARTITION
23'-4
"23
'-4"
11"
11"
2'-0"
1'-7"
1'-0"
8'-7 1
/2"
PVC DOWN SPOUT RUNNINGDOWN THROUGH FURREDOUT INTERIOR WALL CAVITY.DOWN SPOUT TO RUN INTOEXISTING WEEPING TILESYSTEM.REFER TO SECTION.(TYPICAL)
RECESSEDPOCKET
NEW 2X6PERIMETER WALLCONSTRUCTION(TYPICAL)
NEW 2X4 INTERIORWALLCONSTRUCTION(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
"RA
ILIN
G
EXTERIOR LINE OFPERIMETER WALLBELOW
EXTERIOR LINE OFPERIMETER 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
"FA
SCIA
3"1 1
/2"11
'-7"
FASC
IA
1 1/2"
1'-0" 1 1/2"
1'-0" 1 1/2"
1 1/2"
5'-3"
RAIL
ING
6'-4"
FASC
IA
9'-1"RAILING
1'-0"1 1/2"
12'-0 1/2"FASCIA
1 1/2"
6'-1"
FASC
IA
1'-11" 10'-1" 5'-4" 2'-4"
19'-8"
13'-4"FASCIA
EXTERIOR LINE OFFASCIA
EXTERIOR LINE OFFLASHING
EXTERIOR LINE OFPERIMETER WALLBELOW
EXTERIOR LINE OFFASCIA
EXTERIOR LINE OFFLASHING
INTERIOR LINE OFANGLED WINDOWFRAME. REFER TOSECTION
INTERIOR LINE OF ANGLEDWINDOW FRAME. REFERTO SECTION 6'-0"
3'-4"
5'-8"
3'-0"
OPENTO
BELOW
OPENTO
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 OFSKYLIGHT
EXISTING PARTITION / EXTERIORWALL
NEW FULL-HEIGHT INTERIOR /FURRED PARTITION
NEW HALF-HEIGHT INTERIORPARTITION
WALL LEGEND MATERIAL LEGEND
PEA GRAVEL OVER BITUMEN FLATROOF SYSTEM
EXTERIOR DECK / TERRACE TILE:PRODUCT : PAVE-ELCOMPANY : ENVIROSPEC INC.CONTACT : ROBERT DeCLUTE (905) 271-3441
BALCONY
main & secondFloor
Floor Plans
permit
july 2004d. renn
ID-101
r. nieuwland
Title
Drawing No.Project No.Issued ForChecked ByDrawn ByDate
as notedSq. FootageScale
NOTES* Contractors to verify all site dimensions and report any discrepancies beforecommencing with work.* Dimensions shall take precedence over scale.* No variation or modification to work shall be implemented without prior writtenapproval.* All plans, specifications and work is subject to Department of Labour, FireDepartment and Building Department approval.* All previous issues of this drawing are superseded.* All prints of drawings and specifications are the property of NIEUWLANDASSOCIATES INC. and must be returned upon project completion.
PROJECT CO-ORDINATOR
1/4"=1'-0"ID-011 main floor
Seliwoniuk ResidenceRenovationFanning StreetHamilton, Ontario
1/4"=1'-0"ID-012 second floor
NIEUWLAND ASSOCIATES INC. DESIGN CONSULTANTS131 JOHN STREET SOUTH, SUITE 104HAMILTON, ONTARIO CANADA L8N 2C3TELEPHONE (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 WSWS
W
GFI
SLIDING DOORS
A
A
WS
LVOPEN TO BELOW
LV
LV
WP WP
COOLER
WOR
K BE
NCH
KITCHEN
LIVING ROOM
UTILITY ROOM
GARAGE
RECREATION ROOM50'-6
"
31'-0"
31'-0"
WASHROOM
WS WS
GARAGE DOOROPENER
SKYLIGHT ABOVE
GARAGE DOOROPENER
A/C
LV
LVGFI
A
A
A
A
WS
PROJECT NOTES:
PROJECT DESCRIPTION - RESIDENTIAL RENOVATIONSITE 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 THEDESIGNER RENDERS THIS DESIGN INVALID.TEMPORARY SUPPORTS AND BRACING MUST BE INSTALLED THROUGHOUT THECONSTRUCTION UNTIL ALL MEMBERS ARE CORRECTLY ASSEMBLED.CONTRACTOR TO CHECK DRAWINGS AND FIELD CONDITIONS AND REPORT ANYDISCREPANCIES TO THE DESIGNER PRIOR TO COMMENCING ANY WORK.
ALL EXISTING HEADERS WITHIN SCOPE OF WORK ARE TO BE EVALUATED BYENGINEER, UPON EXPOSURE AND PRIOR TO CONSTRUCTION OF CONNECTIONS.
DO NOT SCALE THE DRAWING.
STEEL:ALL STRUCTURAL STEEL TO CONFORM TO C.S.A. STANDARD40.21 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 TO BE 3/4"Ø.BOLT HOLES TO BE 13/16"Ø UNLESS OTHERWISE NOTED.
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 A23.1MAND 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.
1/4"=1'-0"ID-022 second floor - furniture
1/4"=1'-0"ID-021 main floor - furniture
NOTES* Contractors to verify all site dimensions and report any discrepancies beforecommencing with work.* Dimensions shall take precedence over scale.* No variation or modification to work shall be implemented without prior writtenapproval.* All plans, specifications and work is subject to Department of Labour, FireDepartment and Building Department approval.* All previous issues of this drawing are superseded.* All prints of drawings and specifications are the property of NIEUWLANDASSOCIATES INC. and must be returned upon project completion.
PROJECT CO-ORDINATOR
Title
Furniture Layouts
Seliwoniuk ResidenceRenovationFanning StreetHamilton, OntarioScaleSq. Footage
as noted
DateDrawn ByChecked ByIssued ForProject No.Drawing No.
Title
r. nieuwland
ID-102
d. rennjuly 2004
permit
Floor main & second
NIEUWLAND ASSOCIATES INC. DESIGN CONSULTANTS131 JOHN STREET SOUTH, SUITE 104HAMILTON, ONTARIO CANADA L8N 2C3TELEPHONE (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"
Ø3'-10"
6'-3"
7'-3"
12'-0
"
18'-8
"1'-
5 1/2"
1'-4"
5'-9"
8'-2"
80°
1'-5"
4'-10
"
3'-0"
7 1/2"
7'-8"
15'-0
"
4"
STUCCO FINISH
80° ANGLE IN WALLPROFILE.REFER TO SECTION
STUCCO FINISH
STUCCO OVER WOOD WINDOWSILL.REFER TO SECTION
ALUMINUM FLASHING AROUND METAL ROOF.ROOF TO BE 24" WIDE ZINC COATED METALPANELS; WITH STAND-UP SEAMS ON 3/4"EXTERIOR GRADE PLYWOOD.REFER TO SECTION.
STUCCO OVER WOODWINDOW SILL.REFER TO SECTION
ALUMINUM FLASHINGAROUND BUILT-UP BITUMENROOF DECK.REFER TO SECTION
METAL RAILING FOR POWDERCOATED PAINT FINISH.COLOUR TBD.
LINE OF ORIGINAL CONCRETEBLOCK
STUCCO FINISH
GALVANIZEDMETAL - CHAINLINK RAINWATER LEADER
STUCCO FINISH
METAL RAILING FOR POWDERCOATED PAINT FINISH.COLOUR TBD.
ALUMINUM FLASHING AROUND METALROOF.ROOF TO BE 24" WIDE ZINC COATED METALPANELS; WITH STAND-UP SEAMS ON 3/4"EXTERIOR GRADE PLYWOOD.REFER TO SECTION.
ALUMINUM FLASHING AROUNDBUILT-UP BITUMEN ROOF DECK.
REFER TO SECTION
STUCCO FINISH
LINE OF ORIGINAL CONCRETEBLOCK
ALUMINUM FLASHINGAROUND BUILT-UP BITUMEN
ROOF DECK.REFER TO SECTION
5'-6" x 15'-8" SKYLIGHT TOBE INSTALLED THROUGH
ROOF DECK.REFER TO STEEL LAYOUT
FOR LOCATION.
5'-6" x 15'-8" SKYLIGHT TO BE INSTALLEDTHROUGH ROOF DECK.REFER TO STEEL LAYOUT FOR LOCATION.
A/C
ROOFTOP AIR CONDITIONINGCONDENSOR
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 STUCCOFINISH.
LINES TO ACT AS DIVIDING LINE FOR 2SEPARATE STUCCO FINISHES.
TEXTURE TBD.LINE TO RUN COMPLETE PERIMETER OF
DWELLING.
STUCCO FINISH
ROOF TO BE 24" WIDE ZINC COATEDMETAL PANELS; WITH STAND-UPSEAMS ON 3/4" EXTERIOR GRADE
PLYWOOD.REFER TO SECTION.
ALUMINUM FLASHING AROUNDBUILT-UP BITUMEN ROOF DECK.REFER TO SECTION
METAL RAILING FOR POWDERCOATED PAINT FINISH.
COLOUR TBD.
LINE OF ORIGINAL CONCRETEBLOCK
STUCCO FINISH
GALVANIZEDMETAL - CHAIN
LINK RAINWATER LEADER
ALUMINUM FLASHING INSTALLEDAT 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 FORPOWDER COATED
PAINT FINISH.COLOUR TBD.
ALUMINUM FLASHING AROUND METAL ROOF.ROOF TO BE 24" WIDE ZINC COATED METAL PANELS;
WITH STAND-UP SEAMS ON 3/4" EXTERIOR GRADEPLYWOOD.
REFER TO SECTION.
STUCCOFINISH
LINE OF ORIGINALCONCRETE BLOCK
ALUMINUM FLASHINGAROUND BUILT-UP
BITUMEN ROOF DECK.REFER TO SECTION
5'-6" x 15'-8" SKYLIGHTTO BE INSTALLEDTHROUGH ROOF DECK.REFER TO STEELLAYOUT FOR LOCATION.
12'-5
"
STUCCOFINISH
ALUMINUM FLASHINGAROUND BUILT-UP
BITUMEN ROOF DECK.REFER TO SECTION
7'-6"
STUCCOFINISH
7'-6"
A/C A/C
ROOFTOP AIR CONDITIONINGCONDENSOR
ROOFTOP AIR CONDITIONINGCONDENSOR
PROJECT NOTES:
PROJECT DESCRIPTION - RESIDENTIAL RENOVATIONSITE 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 THEDESIGNER RENDERS THIS DESIGN INVALID.TEMPORARY SUPPORTS AND BRACING MUST BE INSTALLED THROUGHOUT THECONSTRUCTION UNTIL ALL MEMBERS ARE CORRECTLY ASSEMBLED.CONTRACTOR TO CHECK DRAWINGS AND FIELD CONDITIONS AND REPORT ANYDISCREPANCIES TO THE DESIGNER PRIOR TO COMMENCING ANY WORK.
ALL EXISTING HEADERS WITHIN SCOPE OF WORK ARE TO BE EVALUATED BYENGINEER, UPON EXPOSURE AND PRIOR TO CONSTRUCTION OF CONNECTIONS.
DO NOT SCALE THE DRAWING.
STEEL:ALL STRUCTURAL STEEL TO CONFORM TO C.S.A. STANDARD40.21 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 TO BE 3/4"Ø.BOLT HOLES TO BE 13/16"Ø UNLESS OTHERWISE NOTED.
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 A23.1MAND 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.
main & secondFloor
permit
july 2004d. renn
ID-103
r. nieuwland
Title
Drawing No.Project No.Issued ForChecked ByDrawn ByDate
as notedSq. FootageScale
Seliwoniuk ResidenceRenovationFanning StreetHamilton, Ontario
Elevations
Title
NOTES* Contractors to verify all site dimensions and report any discrepancies beforecommencing with work.* Dimensions shall take precedence over scale.* No variation or modification to work shall be implemented without prior writtenapproval.* All plans, specifications and work is subject to Department of Labour, FireDepartment and Building Department approval.* All previous issues of this drawing are superseded.* All prints of drawings and specifications are the property of NIEUWLANDASSOCIATES INC. and must be returned upon project completion.
PROJECT CO-ORDINATOR
3/16"=1'-0"ID-033 east (rear) elevation
3/16"=1'-0"ID-031 north (side) elevation
3/16"=1'-0"ID-034 south (side) elevation
3/16"=1'-0"ID-032 west (front) elevation
NIEUWLAND ASSOCIATES INC. DESIGN CONSULTANTS131 JOHN STREET SOUTH, SUITE 104HAMILTON, ONTARIO CANADA L8N 2C3TELEPHONE (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" H
IGH
OWSJ
@ 48
" O/C
24" HIGH OWSJ @ 48" O/C
24" HIGH OWSJ @ 48" O/C
24" HIGH OWSJ @ 48" O/C
24" HIGH OWSJ @ 48" O/C
OPEN TOSKYLIGHT
MINIMUM 4" BEARINGFOR JOIST SHOE ONTOCONCRETE BLOCKWALL.(TYP.)
STEEL LINTELSTEEL LINTEL
STEEL LINTELSTEEL LINTEL
4'-0"
4'-0"
4'-0"
4'-0"
MINIMUM 4"BEARING FORJOIST SHOEONTO CONCRETEBLOCK WALL.(TYP.)
MINIMUM 4"BEARING FORJOIST SHOEONTOCONCRETEBLOCK WALL.(TYP.)
10" DEEP GLUELAMINATE ROOFBEAM ABOVE.REFER TO SECTION.
STEEL BEAM
STEE
L BE
AM
24" H
IGH
OWSJ
@ 48
" O/C
OUTLINE OFBALCONY
2x6 TIMBER @16" O/C
DOWNSPOUTCONNECTED TO
EXISTING WEEPINGTILE SYSTEM.
(TYPICAL)
DOWNSPOUTCONNECTED TO NEW
RAINWATER CHAIN PROJECT NOTES:
PROJECT DESCRIPTION - RESIDENTIAL RENOVATIONSITE 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 THEDESIGNER RENDERS THIS DESIGN INVALID.TEMPORARY SUPPORTS AND BRACING MUST BE INSTALLED THROUGHOUT THECONSTRUCTION UNTIL ALL MEMBERS ARE CORRECTLY ASSEMBLED.CONTRACTOR TO CHECK DRAWINGS AND FIELD CONDITIONS AND REPORT ANYDISCREPANCIES TO THE DESIGNER PRIOR TO COMMENCING ANY WORK.
ALL EXISTING HEADERS WITHIN SCOPE OF WORK ARE TO BE EVALUATED BYENGINEER, UPON EXPOSURE AND PRIOR TO CONSTRUCTION OF CONNECTIONS.
DO NOT SCALE THE DRAWING.
STEEL:ALL STRUCTURAL STEEL TO CONFORM TO C.S.A. STANDARD40.21 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 TO BE 3/4"Ø.BOLT HOLES TO BE 13/16"Ø UNLESS OTHERWISE NOTED.
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 A23.1MAND 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.
ALUMINUM FLASHING AROUND METAL ROOF.ROOF TO BE 24" WIDE ZINC COATED METALPANELS; WITH STAND-UP SEAMS ON 3/4"EXTERIOR GRADE PLYWOOD.
PROPOSED 10" DEEP - GLUE LAMINATEDBEAM TO BE INSTALLED ONTO HOLLOWSTEEL SECTIONS (H.S.S.) - SIZE OF TBD.ROOF LINE TO FOLLOW CURVE OFLAMINATE BEAM.REFER TO STEEL LAYOUT FORLOCATION.
1'-4" 1'-4"
3/4" PLYWOOD SUB-FLOOR OVER BLUE STYROFOAMINSULATED STEEL ROOF DECK. DECK TO BE SUPPORTED BY24" DEEP O.W.S.J. - RUNNING INTO AND SUPPORTED BY STEELBEAM - REFER TO PLAN FOR LOCATION.
1/2" DRYWALL TO BEFASTENED TO 2x4 WOODSTRAPPING ALONG U/S OF24" DEEP O.W.S.J.
2x8 TIMBER ROOF JOISTS TO RUNPERPENDICULAR TO AND CONNECT TO GLUELAMINATE BEAM.BATT TYPE INSULATION TO BE FILLEDBETWEEN JOISTS - TO MEET OBC. REQUIRED"R" VALUE.
1/2" DRYWALL TO BE FASTENEDOVER 6mil. POLYETHYLENE AIRBARRIER,AND INTO 2x8 TIMBER ROOFJOISTS.
5'-6" x 15'-8" SKYLIGHT TO BEINSTALLED THROUGH ROOFDECK.REFER TO STEEL LAYOUT FORLOCATION.
1/2" DRYWALL FASTENED TO 2x4WOOD STRAPPING ON 24" DEEPO.W.S.J.REFER TO STEEL LAYOUT FORJOISTS LOCATION.
1/2" DRYWALL OVER 6mil.POLYETHYLENE VAPOUR BARRIER -FASTENED TO 2x6 WOOD STUDS.FURRED WALL SYSTEM TO BEFASTENED TO EXISTING CONCRETEBLOCK WALL (ALLOWING 1" AIRSPACE).EXTERIOR FOR STUCCO FINISH.
PROPOSED H.S.S. (HOLLOWSTEEL SECTION) - SIZE TBD.
10'-0
"FR
OM T
/O E
XIST
ING
CONC
RETE
SLAB
TO
U/S
OF O
.W.S
.J.
12'-2
"FR
OM T
/O S
LAB
TOU/
S OF
ROO
F DE
CK
CONCRETE BLOCK INTERIORPARTITION BEYOND
PROPOSED FULL HEIGHTGLAZING
24" DEEPO.W.S.J.
EXISTING CONCRETE FOUNDATION WALLS ANDFOOTINGS TO REMAIN.PRIOR TO CONSTRUCTION;THE STRUCTURAL INTEGRITY OF ALLFOUNDATION COMPONENTS MUST BEINSPECTED AND APPROVED BY A QUALIFIEDSTRUCTURAL ENGINEER.
STEEL BEAM TO SPAN OVERCONCRETE BLOCK WALLS.MINIMUM 4" BEARING ONBLOCKS - REFER TO STEELLAYOUT FOR LOCATION.
PROPOSED H.S.S. (HOLLOWSTEEL SECTION) - SIZE TBD.
NOTE:RECOMMENDED THATCONTRACTOR INSTALL TYVEKMOISTURE BARRIER TO WARMSIDE OF EXISTING CONCRETEBLOCK WALL PRIOR TO FURRINGINTERIOR WALLS.
24" DEEPO.W.S.J.
24" DEEPO.W.S.J.
24" DEEPO.W.S.J.
24" DEEPO.W.S.J.
NEW PVC DOWNSPOUT TOCONNECT TO EXISTINGWEEPING TILE SYSTEM.
LOCATION OF PVC DOWNSPOUTWITHIN NEW FURRED WALL
CAVITY.
NEW PVC DOWNSPOUT TOCONNECT TO EXISTINGWEEPING TILE SYSTEM.
10"
3/4" THK. STEEL GUSSET.SIZE AND LOCATION TBD.
Seliwoniuk ResidenceRenovationFanning StreetHamilton, Ontario
1/4"=1'-0"ID-041 steel deck layout
NOTES* Contractors to verify all site dimensions and report any discrepancies beforecommencing with work.* Dimensions shall take precedence over scale.* No variation or modification to work shall be implemented without prior writtenapproval.* All plans, specifications and work is subject to Department of Labour, FireDepartment and Building Department approval.* All previous issues of this drawing are superseded.* All prints of drawings and specifications are the property of NIEUWLANDASSOCIATES INC. and must be returned upon project completion.
PROJECT CO-ORDINATOR
ScaleSq. Footage
as noted
DateDrawn ByChecked ByIssued ForProject No.Drawing No.
Title
r. nieuwland
ID-104
d. rennjuly 2004
permit
Steel Layout, Section andDetails
Floor -
1/4"=1'-0"ID-042 section
1-1/2"=1'-0"ID-043 section detail @ parapet (o.w.s.j.)
1-1/2"=1'-0"ID-044 section detail @ beam connection
1-1/2"=1'-0"ID-045 section detail @ parapet (beam)
ID-043
2ID-04ID-04
2
4ID-04
5ID-04
5ID-05
ID-056
ID-051
1ID-05
NIEUWLAND ASSOCIATES INC. DESIGN CONSULTANTS131 JOHN STREET SOUTH, SUITE 104HAMILTON, ONTARIO CANADA L8N 2C3TELEPHONE (905)523-5945 FAX (905)523-0754
PROJECT NOTES:
PROJECT DESCRIPTION - RESIDENTIAL RENOVATIONSITE 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 THEDESIGNER RENDERS THIS DESIGN INVALID.TEMPORARY SUPPORTS AND BRACING MUST BE INSTALLED THROUGHOUT THECONSTRUCTION UNTIL ALL MEMBERS ARE CORRECTLY ASSEMBLED.CONTRACTOR TO CHECK DRAWINGS AND FIELD CONDITIONS AND REPORT ANYDISCREPANCIES TO THE DESIGNER PRIOR TO COMMENCING ANY WORK.
ALL EXISTING HEADERS WITHIN SCOPE OF WORK ARE TO BE EVALUATED BYENGINEER, UPON EXPOSURE AND PRIOR TO CONSTRUCTION OF CONNECTIONS.
DO NOT SCALE THE DRAWING.
STEEL:ALL STRUCTURAL STEEL TO CONFORM TO C.S.A. STANDARD40.21 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 TO BE 3/4"Ø.BOLT HOLES TO BE 13/16"Ø UNLESS OTHERWISE NOTED.
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 A23.1MAND 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.
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 STEELSTRINGER SUPPORT.QTY. (2)REFER TO STAIR PLAN FORLOCATION.FINISH TBD.
CONTINUOUS PREFABRICATEDSTEEL STAIR.REFER TO PLAN FOR TAPER ANDSIZE.FINISH TBD.
FINISH FLOOR
CONTINUOUS STEELHAND RAIL TO BE MIN. 36"
ABOVE TREAD, AND TOEXTEND MIN. 12" BEYONDTOP AND BOTTOM RISER.
FINISH FLOOR
24" DEEP OPEN WEBBED STEELJOIST (BEYOND); FRAMING STAIRWELL - REFER TO STRUCTURALSTEEL LAYOUT FOR LOCATION. FINISH FLOOR
U/S OF FIRST FLOOR DRYWALLCEILING - FOR PAINT FINISH.
U/S OF FIRSTFLOOR DRYWALLCEILING - FORPAINT FINISH.
FULL-HEIGHT GLAZEDPARTITION.REFER TO FIRST FLOORPLAN.
3'-3 1
/2"
12'-2"
4'-6 1
/2"
4'-10
"
INSIDE FACE OF STAIRWELLWALL ( FULL-HEIGHT ).REFER TO SECOND FLOOR PLANFOR LOCATION.
INSIDE FACE OF STAIRWELLWALL ( HALF-HEIGHT ).REFER TO SECOND FLOOR PLANFOR LOCATION.CONTINUOUS STEEL HAND
RAIL TO BE MIN. 36" ABOVETREAD, AND TO EXTEND MIN.12" BEYOND TOP ANDBOTTOM RISER.
3/4" THK. PREFABRICATED STEELSTRINGER SUPPORT.QTY. (2)REFER TO STAIR PLAN FOR LOCATION.FINISH TBD.
TOP OFSKYLIGHT
RAIN WATER CATCH BASIN WITH DEBRISSCREEN.
TO DIRECTLY CONNECT TO PVC DOWNSPOUT RUNNING DOWN THROUGH FURRED
OUT INTERIOR WALL CAVITY.DOWN SPOUT TO RUN INTO EXISTING
WEEPING TILE SYSTEM.REFER TO SECTION.
(TYPICAL)
RAIN WATER CATCH BASIN WITH DEBRISSCREEN.
TO DIRECTLY CONNECT TO PVC DOWNSPOUT RUNNING DOWN THROUGH FURRED
OUT INTERIOR WALL CAVITY.DOWN SPOUT TO RUN INTO EXISTING
WEEPING TILE SYSTEM.REFER TO SECTION.
(TYPICAL)
RAIN WATER CATCH BASIN WITH DEBRISSCREEN.
TO DIRECTLY CONNECT TO PVC DOWNSPOUT RUNNING DOWN THROUGH FURRED
OUT INTERIOR WALL CAVITY.DOWN SPOUT TO RUN INTO EXISTING
WEEPING TILE SYSTEM.REFER TO SECTION.
(TYPICAL)
LINE OF EXTERIOR BUILDINGFACE BELOW.
LINE OF EXTERIOR BUILDINGFACE BELOW.
ROOF TO BE 24" WIDE ZINC COATEDMETAL PANELS; WITH STAND-UPSEAMS 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"OVERHANG4 1
/2"OV
ERHA
NG1'-0"OVERHANG
T/O CURVED ROOF
T/O FLAT ROOF
LINE OF FASCIA BELOW - FORSTUCCO FINISH.
COLOUR TBD.
LINE OF METAL FLASHINGFOR PAINT FINISH.
COULUR TBD.
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
STEEL SECTION) - SIZE TBD.
3/4" PLYWOOD OVER CONTINUOUSSTEEL ROOF DECK.PROVIDE RIGID INSULATION BELOWDECK.REFER TO SECTION.
2'-8"
(APP
ROX.
)
1/2" DRYWALL OVER 6mil.POLYETHYLENE VAPOUR BARRIERFASTENED TO 2x4 TIMBERSTRAPPING U/S OF O.W.S.J. FRAMING.REFER TO SECTION.
EDGE OF 9'0" INISHEDSTAIR OPENING
EDGE OF 12'-2" FINISHED STAIROPENING @ 6'8" ABOVE RISER.
FLOOR CAVITY
3'-0"
T/O
HAND
RAI
L
10"
7 1/2"
CONTINUOUS STEEL HANDRAIL TO BE MIN. 36" ABOVETREAD, AND TO EXTEND MIN.12" BEYOND TOP AND BOTTOMRISER.
3/4" PLYWOOD OVER CONTINUOUSSTEEL ROOF DECK.
PROVIDE RIGID INSULATION BELOWDECK.
REFER TO SECTION.
3/4" THK. PREFABRICATEDSTEEL STRINGER SUPPORT.QTY. (2)REFER TO STAIR PLAN FORLOCATION.FINISH TBD.
CONTINUOUS PREFABRICATEDSTEEL STAIR.REFER TO PLAN FOR TAPERAND SIZE.FINISH TBD.
-Floor
Stair Layout / Roof Plan /Details
permit
july 2004d. renn
ID-105
r. nieuwland
Title
Drawing No.Project No.Issued ForChecked ByDrawn ByDate
as notedSq. FootageScale
NOTES* Contractors to verify all site dimensions and report any discrepancies beforecommencing with work.* Dimensions shall take precedence over scale.* No variation or modification to work shall be implemented without prior writtenapproval.* All plans, specifications and work is subject to Department of Labour, FireDepartment and Building Department approval.* All previous issues of this drawing are superseded.* All prints of drawings and specifications are the property of NIEUWLANDASSOCIATES INC. and must be returned upon project completion.
PROJECT CO-ORDINATOR
1/2"=1'-0"ID-051 stair layout
Seliwoniuk ResidenceRenovationFanning StreetHamilton, Ontario
1/4"=1'-0"ID-052 roof plan
1"=1'-0"ID-053 detail @ stair opening
1"=1'-0"ID-054 detail @ stair opening
1"=1'-0"ID-055 detail @ curved roof
1"=1'-0"ID-056 detail @ curved roof
3ID-05 ID-05
4
NIEUWLAND ASSOCIATES INC. DESIGN CONSULTANTS131 JOHN STREET SOUTH, SUITE 104HAMILTON, ONTARIO CANADA L8N 2C3TELEPHONE (905)523-5945 FAX (905)523-0754
NOTES* Contractors to verify all site dimensions and report any discrepancies beforecommencing with work.* Dimensions shall take precedence over scale.* No variation or modification to work shall be implemented without prior writtenapproval.* All plans, specifications and work is subject to Department of Labour, FireDepartment and Building Department approval.* All previous issues of this drawing are superseded.* All prints of drawings and specifications are the property of NIEUWLANDASSOCIATES INC. and must be returned upon project completion.
PROJECT CO-ORDINATOR
Title
Drawing No.Project No.Issued ForChecked ByDrawn ByDateFloorSq. FootageScale
Valeri ResidenceGarden RoomBalfour CourtHamilton, Ontario
1/4"=1'-0"
d. rennmarch 2004
permit
ID-101
garden room
Plans
r. nieuwland
1/4"=1'-0"ID-011 plan
1/4"=1'-0"ID-012 deck plan
1/4"=1'-0"ID-014 roof plan
1/4"=1'-0"ID-013 roof deck plan
ID-033
ID-034
ID-035
ID-036
ID-037
ID-038
ID-0310
ID-039
A A
ID-031
ID-031
A A
ID-031
ID-031
A A
ID-031
ID-031
A A
ID-031
ID-031
B ID-032
B ID-032
B ID-032
B ID-032
B ID-032
B ID-032
B ID-032
B ID-032
ID-041
ID-042
NIEUWLAND ASSOCIATES INC. DESIGN CONSULTANTS131 JOHN STREET SOUTH, SUITE 104HAMILTON, ONTARIO CANADA L8N 2C3TELEPHONE (905)523-5945 FAX (905)523-0754
b.curran
Elevations / Details
garden room
ID-102
permit
march 2004d. renn
1/4"=1'-0"ScaleSq. FootageFloorDateDrawn ByChecked ByIssued ForProject No.Drawing No.
Title
NOTES* Contractors to verify all site dimensions and report any discrepancies beforecommencing with work.* Dimensions shall take precedence over scale.* No variation or modification to work shall be implemented without prior writtenapproval.* All plans, specifications and work is subject to Department of Labour, FireDepartment and Building Department approval.* All previous issues of this drawing are superseded.* All prints of drawings and specifications are the property of NIEUWLANDASSOCIATES INC. and must be returned upon project completion.
PROJECT CO-ORDINATOR
1/4"=1'-0"ID-023 left side elevation
1/4"=1'-0"ID-022 right side elevation
1/4"=1'-0"ID-021 front elevation
Valeri ResidenceGarden RoomBalfour CourtHamilton, Ontario
3/4"=1'-0"ID-025 square column detail
3/4"=1'-0"ID-026 circular column detail
3/4"=1'-0"ID-027 wide arch detail
3/4"=1'-0"ID-028 narrow arch detail
1/4"=1'-0"ID-024 knee wall detail
3/4"=1'-0"ID-027a section @ arch
1/4"=1'-0"ID-024a knee wall detail
ID-024
ID-024a
ID-028
ID-027
ID-027a
ID-045
ID-046
ID-046
5 Porter Ave.Hamilton,
OntarioL9C 5G9
garden roomFloor
Sections / Section Details
permit
march 2004d. renn
ID-103
b. curran
Title
Drawing No.Project No.Issued ForChecked ByDrawn ByDate
as notedSq. FootageScale
NOTES* Contractors to verify all site dimensions and report any discrepancies beforecommencing with work.* Dimensions shall take precedence over scale.* No variation or modification to work shall be implemented without prior writtenapproval.* All plans, specifications and work is subject to Department of Labour, FireDepartment and Building Department approval.* All previous issues of this drawing are superseded.* All prints of drawings and specifications are the property of NIEUWLANDASSOCIATES INC. and must be returned upon project completion.
PROJECT CO-ORDINATOR
1/4"=1'-0"ID-031 section A - A
1/4"=1'-0"ID-032 section B - B
Valeri ResidenceGarden RoomBalfour CourtHamilton, Ontario
1-1/2"=1'-0"ID-033 detail along D @ 4 - roof level
1-1/2"=1'-0"ID-037 detail along D @ 3 - roof level
1-1/2"=1'-0"ID-038 detail along D @ 3 - deck level
1-1/2"=1'-0"ID-034 detail along D @ 4 - deck level
1-1/2"=1'-0"ID-035 detail along D @ 4 -ground level
1-1/2"=1'-0"ID-039 detail along 4 @ D - ground level
1-1/2"=1'-0"ID-036 detail along D @ 4 - footing
1-1/2"=1'-0"ID-0310 detail along 2 @ D - footing
ID-033
ID-034
ID-035
ID-036
ID-041
ID-042
ID-0310
ID-039
5 Porter Ave.Hamilton,
OntarioL9C 5G9
garden roomFloor
Section / Elevation Details
Title
Date
Checked ByDrawn By
Drawing No.Project No.Issued For permit
ID-104
d. rennmarch 2004
b.curran
ScaleSq. Footage
as noted
NOTES* Contractors to verify all site dimensions and report any discrepancies beforecommencing with work.* Dimensions shall take precedence over scale.* No variation or modification to work shall be implemented without prior writtenapproval.* All plans, specifications and work is subject to Department of Labour, FireDepartment and Building Department approval.* All previous issues of this drawing are superseded.* All prints of drawings and specifications are the property of NIEUWLANDASSOCIATES INC. and must be returned upon project completion.
PROJECT CO-ORDINATOR
Valeri ResidenceGarden RoomBalfour CourtHamilton, Ontario
1-1/2"=1'-0"ID-041 detail along 2 @ D - roof level
1-1/2"=1'-0"ID-042 detail along 2 @ D - deck level
3/8"=1'-0"ID-043 elevations @ screens
3/4"=1'-0"ID-044 section @ screen
ID-044
ID-044
3/8"=1'-0"ID-045 stair detail
1/2"=1'-0"ID-046 railing detail
5 Porter Ave.Hamilton,
OntarioL9C 5G9