general notes: symbol legend: context site plan: code ...apps.kelowna.ca/citypage/devapps/z20-0054...

A101

1SIM

LOCATION OF SECTION DRAWING

BUILDING SECTION

SECTION NUMBER

WALL SECTION

DETAIL

SCALE:

1 View Name

1/8" = 1'-0"A102 A101

LOCATION OF FIRST OCCURANCE

LOCATION OF DETAIL DRAWING

DETAIL NUMBER

Door Tags

DOOR SIZE

Window Tags

WINDOW TYPE -SEE WINDOW DETAILS

Assembly Tags

ASSEMBLY TYPE -SEE CONSTRUCTION SCHEDULE

W1

1t

0' - 0" x 0' - 0"

LOCATION OF SECTION DRAWING

SECTION NUMBER

LOCATION OF DETAIL DRAWING

DETAIL NUMBER

designed

drawn

drawing title

drawing no.

project no.

project title

plotted

checked

scale

this document is:

Seal

Notes:© Copyright Reserved. This drawing and design is, and at all

times remains, the property of NOvation Architecture, and can be

reproduced only with written consent.

All drawings shall be read in conjunction with specifications and

consultant details.

All work shall be carried out in accordance with Canadian

standards, specifications, BC Building Code (2018 edition) and

local authority by-laws and regulations.

Tabulated scales refer to Arch D size drawings sheet.

This drawing must not be scaled.

Contractors shall verify all dimensions prior to commencement of

work.

Any omissions or discrepancies shall be reported to the architect.

NOT controlled. Revisions may be made without notice.

A CONTROLLED document. Revisions will be advised.

The first issue of the document.

A complete revision. Remove previous issues from use.

A partial revision. Remove previous issues of corresponding sheets / pages from use.

Not for Construction.

3 0 2 - 2 2 3 7 L E C K I E R O A D

K E L O W N A B C V 1 X 6 Y 5

Project File Name and Location:

SYMBOL LEGEND: CONTEXT SITE PLAN:GENERAL NOTES:

CONSULTANTS: DRAWING INDEX: ILLUSTRATION:

CODE ANALYSIS / ZONING:

6/25/2020 8:55:15 AM

1" = 1'-0"

\\SERVER1\shared\Novation Design Studio\Projects\2012_Pinehurst Carriage\Working Drawings\Revit\dwg\2012_Pinehurst Carriage.rte

2012

KA

PS

A0.00

COVER SHEET

PINEHURST CARRIAGE HOUSE

PS

1508 Pinehurst CR, Kelowna, British Columbia

ARCHITECTURAL DRAWING LIST

NO. NAMEA0.00 COVER SHEET

A1.00 SITE PLAN

A2.01 MAIN FLOOR PLAN

A2.03 ROOF PLAN

A3.00 EXTERIOR ELEVATIONS

A3.01 EXTERIOR ELEVATIONS

A3.02 SPACIAL SEPERATIONS

A3.03 WINDOW SCHEDULE

A4.00 BUILDING SECTIONS

GENERAL

1. ALL DIMENSIONS ARE MADE FROM EXTERIOR FACE OF WALL SHEATHING TO CENTER OF PARTY WALLS

AND INTERIOR WALLS UNLESS NOTED OTHERWISE ON PLANS. OUTSIDE EDGE OF EXTERIOR WALL

SHEATHING TO BE FLUSH WITH FOUNDATION WALL BELOW. DO NOT SCALE DRAWINGS. THE GENERAL

CONTRACTOR IS TO CHECK ALL DIMENSIONS AND CONFIRM ALL PROPERTY LINE BEARINGS AND DIMENSIONS

WITH LEGAL SURVEY.

2. IN THE CASE OF DISCREPANCY, THE ARCHITECT IS TO BE NOTIFIED BEFORE WORK CAN COMMENCE.

COMMENCEMENT OF CONSTRUCTION SHALL CONSTITUTE ACCEPTANCE OF CONDITIONS AS SATISFACTORY.

3. REFER TO MECHANICAL DRAWINGS FOR FINAL PLUMBING AND HVAC LAYOUT AND SPECIFICATIONS.

4. REFER TO ELECTRICAL DRAWINGS FOR FINAL LIGHT, OUTLETS AND ELECTRICAL PANEL LOCATIONS AND

SPEC.

5. REFER TO CIVIL DRAWINGS FOR OFFSITE CONSTRUCTION AND FINAL. SITE DRAINAGE LAYOUT AND SPEC.

6. REFER TO LANDSCAPE DRAWINGS FOR FINAL LANDSCAPE LAYOUT.

7. REFER TO STRUCTURAL DRAWINGS FOR FINAL WALL/FLOOR/ROOF/COLUMN LAYOUT AND SPECIFICATIONS.

ASSURANCE / COMPLIANCE REQUIREMENTS

1. THE CURRENT BCBC 2018, IT'S REQUIREMENTS AND ALL AGENDA, SHALL FORM AN INTEGRAL PART OF

THESE DRAWINGS. ALL CONSTRUCTION MATERIALS AND PROCEDURES SHALL CONFIRM TO THESE

STANDARDS.

2. ALL WORK TO CONFORM TO LOCAL BYLAWS AND DEVELOPMENT PERMIT REQUIREMENTS.

3. ALL DRAWINGS ARE TO BE READ AS A COMPLETE SET IN CONJUNCTION WITH SPECIFICATIONS AND CIVIL,

STRUCTURAL, MECHANICAL, ELECTRICAL, AND LANDSCAPE DRAWINGS AS APPLICABLE.

4. ALL WORK WILL BE SUBJECT TO FIELD REVIEW BY THE ARCHITECT AND OR OTHER REGISTERED

PROFESSIONAL AND BY THE CONSULTING ENGINEERS NAMED ON THESE DRAWINGS TO MEET THE

MUNICIPAL LETTERS OF ASSURANCE / COMPLIANCE REQUIREMENTS.

5. ALL WORK MUST MEET THE APPROVAL OF THE PROFESSIONAL CONSULTANTS.

6. ALL WORK MUST MEET THE STANDARDS OF THE B.C. TRADE ASSOCIATIONS GOVERNING EACH TRADE

INVOLVED IN THE PROJECT.

7. STARTING WORK ON THIS PROJECT BY ANY SUB-CONTRACTOR MEANS THAT THE ABOVE REQUIREMENTS

HAVE BEEN REVIEWED AND NO EXTRA CLAIM FOR COST WILL BE PUT FORWARD TO MEET THE

PROFESSIONAL CONSULTANTS FIELD REVIEW REQUIREMENTS.

8. THE SUB-CONTRACTORS ARE RESPONSIBLE FOR SITE SAFETY AND TO MEET ALL REQUIREMENTS OF THE

WORKERS COMPENSATION BOARD.

9. ALL SUB-CONTRACTORS WILL BE REQUIRE TO ACKNOWLEDGE COMPLIANCE WITH ABOVE CONDITIONS BY

SIGNING A COPY OF THESE REQUIREMENTS WHICH MUCH ACCOMPANY THEIR QUOTATION.

10. GENERAL CONTRACTOR IS TO KEEP RECORD AND PROVIDE ARCHITECT WITH COPIES OF MUNICIPAL

INSPECTION SLIPS.

11. THE CONTRACTOR / CLIENT IS TO INFORM THE ARCHITECT IN WRITING 24 HOURS PRIOR TO STARTING

CONSTRUCTION OF THE PROJECT.

12. THE SUB-CONTRACTOR IS TO CHECK ALL DIMENSIONS AFFECTING HIS TRADE AND IN THE CASE OF

DISCREPANCY THE CONTRACTOR IS TO BE NOTIFIED BEFORE WORK CAN COMMENCE.

13. THE CONTRACTOR IS TO NOTIFY THE ARCHITECT 24 HOURS PRIOR TO A REQUIRED INSPECTION.

ARCHITECTURALNOVATION ARCHITECTURE302-2237 LECKIE ROADKELOWNA, BC V1Y 9T1TEL. (236) 420-4144FAX. (250) 000-0000

Revisions

No. Date Description

1 20200623 IFBP

ENERGY ADVISORTOTAL HOME SOLUTIONS INCGilles Lesage, EA, AHI250-575-3015 cell778-477-6797 officewww.totalhome.

EXISTING HOUSE

EXISTING GARAGE / PROPOSED CARRIAGE HOUSE

PR

OP

ER

TY

LIN

E/

44.8

7 m

147

' -3"

PROPERTY LINE /22.91 m 75' - 2"

PR

OP

ER

TY

LIN

E/

43.3

8 m

142

' -4"

PROPERTY LINE/

23.06 m 75' - 8"

PINEHURST CRT.

MA

IN F

RO

NT

YA

RD

SE

BA

CK

4.5

m

MA

IN G

AR

AG

E S

ET

BA

CK

6.0

m

MAIN SIDE YARD SETBACK

2.0 m

MA

IN R

EA

R Y

AR

D S

ET

BA

CK

7.5

m

MAIN SIDE YARD SETBACK

3.0 mC

AR

RIA

GE

FR

ON

T S

ET

BA

CK

9.0

m

CARRIAGE REAR SETBACK

1.5 mCARRIAGE SIDE SETBACK

1.5 m

CA

RR

IAG

E R

EA

R S

ET

BA

CK

1.5

m

2.5 m

6.0

m

2.5 m

6.0

mEXISTING DRIVEWAY

ROOF OUTLINE

PARKING STALL

PARKING STALL

30m2 PRIVATE OPEN SPACE

30m

2P

RIV

AT

E O

PE

N S

PA

CE

1.0 m

LIT PATHWAY TO ENTRANCE

SP

AC

IAL

SE

TB

AC

K

2.7

m

PARKING STALL

2.5 m

6.0

m

5.4 m

1.0 m

designed

drawn

drawing title

drawing no.

project no.

project title

plotted

checked

scale

this document is:

Seal





consultant details.







work.








3 0 2 - 2 2 3 7 L E C K I E R O A D



6/25/2020 8:55:15 AM

1/8" = 1'-0"


2012

KA

PS

A1.00

SITE PLAN


PS


Revisions


1 20200623 IFBP

A3.01

2

A3.001A3.00 2

A3.01

1

ROOF LINE

BEDROOM

BA

TH

RO

OM

LIVING

MAIN ENTERANCE

x30" 80"

x32" 80"

KITCHEN

DINNING

2

A4.00

TV

REF

1'-6"

1'-4"

2'-

10 1

/2"

44x

84"

80"

45

7'-

8 5

/8"

1

1

2

2

A A

BB

A3.02

x3

0"

80"

x38" 80"

42

6'-

11 1

/2"

8'-

5 1

/2"

11'-7 1

/2"

7'-

9 1

/8"

19'-11 3/4"

LINEN

60" x 32"

19'-11 3/4"

23'-11 5

/8"

15'-0 3

/8"

8'-

11 1

/4"

4'-4 3/4"

5'-6 3/4" 2'-4 1/2" 12'-0 1/2"

8'-

11 1

/4"

12'-5 5

/8"

5'-

3 1

/4"

3'-8"

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

5'-6 3/4" 3'-4 1/2"

SD

CO

SD

CO

W3aW3a

W3a

W3a

W3a

W1

EF

1'-2"

x2

8"

80"

x30" 80"

2'-0"

STACK W/D

EXTERIOR WALL MOUNTED LIGHT

23'-5 1

/4"

3'-3 3/8"

3'-

8 3

/4"

3'-2"

2'-0"

4242

42

43

42

W1

W1

W1

2'-

6 3

/4"

43

10'-5" 8'-0 3/4" 1'-6"

4'-

6 1

/2"

4'-0" 4'-7"

CONCRETE STOOP

CONCRETE STOOP

2'-0 3/4"

A3.03 4

2

A8.00

WALL ASSEMBLIES

PLAN

ROOF ASSEMBLIES

SECTION

R1 - MAIN ROOF

ROOF 30 YEAR SHINGLES (EXISTING)2 LAYERS OF 30MIN ROOFING FELT OR APPROVED EQUIVALENT (EXISTING)7/16" SHEATHING (EXISTING)ROOF RAFTER SYSTEM (EXISTING)5 1/2" SPF6 MIL VAPOUT BARRIER1/2" GWB

W1 - EXTERIOR WALL

EXTERIOR FINISH (EXISTING)WATERPROOFING BUILDING PAPER (EXISTING)1/2" PLYWOOD SHEATHING (EXISTING)2x4 WOOD STUD (EXISTING)R14 ROXUL BATT1/2" GWB, TAPED AND FILLED

W3a - INTERIOR WALL

1/2" GWB, TAPED AND FILLED2x4 WOOD STUDSOUND BATT INSULATION (AS NOTED BELOW)1/2" GWB, TAPED AND FILLEDNOTE: BEDROOM TO BEDROOM WALLS, BATHROOM TO COMMON AREAS, BEDROOM TO COMMON AREAS TO BE INSULATED

REFER TO ENERGY ANALYSIS FOR RSI

designed

drawn

drawing title

drawing no.

project no.

project title

plotted

checked

scale

this document is:

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consultant details.







work.








3 0 2 - 2 2 3 7 L E C K I E R O A D



6/25/2020 8:55:16 AM

1/2" = 1'-0"


2012

KA

PS

A2.01

MAIN FLOOR PLAN


PS


1/2" = 1'-0"

Main Floor 479 SF1

Revisions


1 20200623 IFBP

1/2" = 1'-0"

Assemblies

1

1

2

2

A A

BB

5" / 12" 5" / 12"

5"

/ 12"

5"

/ 12"

1'-7 1/4"

1'-

7 1

/4"

1'-7 1/4"

1'-

7 1

/4"

23'-2 1/4"

27'-2 1

/8"

R1a

2

A8.00

designed

drawn

drawing title

drawing no.

project no.

project title

plotted

checked

scale

this document is:

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consultant details.







work.








3 0 2 - 2 2 3 7 L E C K I E R O A D



NOT FOR CONSTRUCTION

6/25/2020 8:55:16 AM

1/2" = 1'-0"


2012

KA

PS

A2.03

ROOF PLAN


PS


Revisions


1/2" = 1'-0"

Roof Plan1

Main Floor 479 SF

838' - 4 3/4"

TOP PLATE

846' - 1 1/4"

2

A4.00

AB

R1a

23'-11 5/8"

7'-

8 1

/2"

W1

3.1

m

3.2

m

MID-PIONT

5"

12"

5"

12"

CONCRETE STOOP

6"

ENTERANCE LIGHT FIXTURE

2

A8.00

Main Floor 479 SF

838' - 4 3/4"

TOP PLATE

846' - 1 1/4"

2

A4.00

A B

R1a

W1

23'-11 5/8"

7'-

8 1

/2"

6'-11"

6'-8"

MID-PIONT

3.2

m

3.1

m

5"

12"

5"

12"

CONCRETE STOOP

6"

2

A8.00

designed

drawn

drawing title

drawing no.

project no.

project title

plotted

checked

scale

this document is:

Seal





consultant details.







work.








3 0 2 - 2 2 3 7 L E C K I E R O A D



6/25/2020 8:55:19 AM

1/2" = 1'-0"


2012

KA

PS

A3.00

EXTERIOR ELEVATIONS


PS


1/2" = 1'-0"

East1

1/2" = 1'-0"

West2

Revisions


1 20200623 IFBP

Main Floor 479 SF

838' - 4 3/4"

TOP PLATE

846' - 1 1/4"

7'-

8 1

/2"

1

A4.00

1 2

R1a

W1

19'-11 3/4"

MID-PIONT

3.2

m

3.1

m

5"

12"

5"

12"

CONCRETE STOOP

6"

ENTERANCE LIGHT FIXTURE

CONCRETE STOOP

6"

Main Floor 479 SF

838' - 4 3/4"

TOP PLATE

846' - 1 1/4"

1

A4.00

12

19'-11 3/4"

7'-

8 1

/2"

W1

R1a

W1

MID-PIONT

3.2

m

3.1

m

5"

12"

5"

12"

CONCRETE STOOP

6"

designed

drawn

drawing title

drawing no.

project no.

project title

plotted

checked

scale

this document is:

Seal





consultant details.







work.








3 0 2 - 2 2 3 7 L E C K I E R O A D



6/25/2020 8:55:21 AM

1/2" = 1'-0"


2012

KA

PS

A3.01

EXTERIOR ELEVATIONS


PS


1/2" = 1'-0"

South1

1/2" = 1'-0"

North2

Revisions


1 20200623 IFBP

Main Floor 479 SF

838' - 4 3/4"

TOP PLATE

846' - 1 1/4"

Top Of Footings

836' - 1 3/4"

A B

LIMITED DISTANCE AREA = 16.8m2

LIMITED DISTANCE = 14.3 m

ALLOWABLE = 100%

GLAZING AREA ALLOWED =16.8m2

GLAZING AREA = 6.1 m2

ACTUAL = 36.3%

Main Floor 479 SF

838' - 4 3/4"

TOP PLATE

846' - 1 1/4"

Top Of Footings

836' - 1 3/4"

AB

LIMITED DISTANCE AREA = 15.8 m2

LIMITED DISTANCE = 2.4 m

ALLOWABLE = 17.4%

GLAZING AREA ALLOWED =2.8 m2

GLAZING AREA = 1.04 m2

ACTUAL = 6.6%

Main Floor 479 SF

838' - 4 3/4"

TOP PLATE

846' - 1 1/4"

Top Of Footings

836' - 1 3/4"

12

LIMITED DISTANCE AREA = 14m2

LIMITED DISTANCE = 2.6m

ALLOWABLE = 20.1%

GLAZING AREA ALLOWED = 2.8m2

GLAZING AREA = 0.7m2

ACTUAL = 5%

designed

drawn

drawing title

drawing no.

project no.

project title

plotted

checked

scale

this document is:

Seal





consultant details.







work.








3 0 2 - 2 2 3 7 L E C K I E R O A D



6/25/2020 8:55:22 AM

3/8" = 1'-0"


2012

KA

PS

A3.02

SPACIAL SEPERATIONS


PS


3/8" = 1'-0"

West- Spacial1

3/8" = 1'-0"

East Spacial4

3/8" = 1'-0"

North Spacial2

Revisions


1 20200623 IFBP

MFE

42

6'-8"

1'-6"

5'-2"

1'-6"

MFE

6'-8"

3'-6"

3'-2"

1'-3"

1'-3"

39

OPAQUE

MFE

45

6'-8"

2'-6"

2'-6"

3'-0"

3'-8"

MFE

44

6'-8"

3'-0"

3'-8"

2'-0"

designed

drawn

drawing title

drawing no.

project no.

project title

plotted

checked

scale

this document is:

Seal





consultant details.







work.








3 0 2 - 2 2 3 7 L E C K I E R O A D



6/25/2020 8:55:23 AM

1 1/2" = 1'-0"


2012

KA

PS

A3.03

WINDOW SCHEDULE


PS


Revisions


1 20200623 IFBP

Main Floor 479 SF

838' - 4 3/4"

TOP PLATE

846' - 1 1/4"

2

A4.00

Top Of Footings

836' - 1 3/4"

A4.00

3

AB

2.5" XPS OR 3" EPS

EXISTING SLAB

SPRAY FOAM

23'-11 5/8"

9'-

11 1

/2"

7'-

8 1

/2"

2'-3"

W1W1

R1a

7'-

1 5

/8"

5"

12"5"

12"

24'-1 1/8"

2

A8.00

Main Floor 479 SF

838' - 4 3/4"

TOP PLATE

846' - 1 1/4"

1

A4.00

Top Of Footings

836' - 1 3/4"

1 2

W1

7'-

8 1

/2"

2.5" XPS OR 3" EPS

EXISTING SLAB

R1a

19'-11 3/4"

7'-

8 1

/2"

2'-3"

9'-

11 1

/2"

CONCRETE STOOP

5"

12"

5"

12"

SPRAY FOAM R-44 INSULATION

FASCIA

ASPHALT SHINGLE

FLASHING

VENTED SOFFIT

GUTTER

REFER TO PLANS

GL

R1

W1

designed

drawn

drawing title

drawing no.

project no.

project title

plotted

checked

scale

this document is:

Seal





consultant details.







work.








3 0 2 - 2 2 3 7 L E C K I E R O A D



6/25/2020 8:55:23 AM

As indicated


2012

KA

PS

A4.00

BUILDING SECTIONS


PS


1/2" = 1'-0"

Section 21

1/2" = 1'-0"

Section 12

1 1/2" = 1'-0"

ROOF OVERHANG3

Revisions


1 20200623 IFBP

general notes: symbol legend: context site plan: code ...apps.kelowna.ca/citypage/devapps/z20-0054...

Documents