cad samples combined 1

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


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.


1/4"Ø DECORATIVEMETAL DOWEL.

FINISH TO BEBRUSHED NICKEL.


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


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"





(TYPICAL)





(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:




















1/4"=1'-0"ID-022 second floor - furniture

1/4"=1'-0"ID-021 main floor - furniture



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


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


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.


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



PROJECT NOTES:




















main & secondFloor

permit

july 2004d. renn

ID-103

r. nieuwland

Title




Elevations

Title



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


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




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:




















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.


1/4"=1'-0"ID-041 steel deck layout



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


PROJECT NOTES:




















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)





(TYPICAL)





(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





1/2"=1'-0"ID-051 stair layout


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




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


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



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


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

[email protected]

garden roomFloor

Sections / Section Details

permit

march 2004d. renn

ID-103

b. curran

Title





1/4"=1'-0"ID-031 section A - A

1/4"=1'-0"ID-032 section B - B


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


OntarioL9C 5G9

[email protected]

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




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


OntarioL9C 5G9

[email protected]