revision schedule no: drn chk date description · revision schedule no: drn chk date description...

SHEET NUMBER:

[email protected]

DATE:

COPYRIGHT RESERVED:These plans, designs, and concepts are the exclusiveproperty of Guliker Design Group Inc. and only to be usedfor the address shown above. Unauthorized reproductionof these plans is strictly prohibited.

604.824.2774

DRN:

PR

OJE

CT

:

PROJECT:

TITLE:

JG

Lot 1 Collins Drive,Chilliwack, BC

Ambstep Homes9240 Young Road,Chilliwack BC V2P 4R2

DATE PRINTED:

CLIENT ADDRESS:

DESIGNER:

Am

bste

p H

om

es

COLOUR PRINTING: Drawings have been prepared in colour for clarity and must be printed in colour. Consultants and Contractors are responsible for any misinterpretations caused as a result of printing in black and white.

45905 C

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DRAWING LIST & REVISIONS

NO. TITLE REV# REV. DATE REV. DESCRIPTION

a1.1 perspective views

a2.1 site plan

a3.1 foundation plan & basement floor plan

a3.2 main & upper floor plans

a3.3 roof plan

a4.1 building elevations

a5.1 building sections

a6.1 energy efficiency requirements

a7.1 3d floor plans

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FRONT PERSPECTIVE VIEWLEFT PERSPECTIVE VIEW

REAR PERSPECTIVE

SD

-4'-0" -3'-0"

-2'-0"

-4'-0"

-3'-0"

-2'-0"

45 MIN - 45 MINUTEA-BOLT - ANCHOR BOLTA.B. - ANCHOR BOLTARCH - ARCHITECTURAL DRAWINGSA-ROD - ANCHOR RODAC - ACREAD - AREA DRAINAFF - ABOVE FINISHED FLOORALUM - ALUMINUMAN - ANODIZEDAT - ACOUSTICAL TILEB.U.L - BOTTOM UPPER LAYERB.L.L - BOTTOM LOWER LAYERB.W.B - BRACED WALL BANDB.W.P - BRACED WALL PANELB.C.B.C. - BC BUILDING CODEB/C - BOTTOM CHORDBF - BIFOLD DOORBM - BEAMBP - BUILDING PAPERB/U - BUILT-UPFB - FLUSH BEAMDB - DROPPED BEAMESLL - EXTERIOR SIDE LOT LINELSL - LAMINATED STRAND LUMBERPSL - PARALLEL STRAND LUMBERLVL - LAMINATED VENEER LUMBERGL - GLULAMT.U.L - TOP UPPER LAYERT.L.L - TOP LOWER LAYERC'SINK - COUNTER SINKCHL - CHAIN LINKCHLG - CHAIN LINK GATECMU - CONCRETE MASONRY UNITCONC. - CONCRETECP - COMPLETE PENETRATIONCPT - CARPETCPTT - CARPET TILECT - CERAMIC TILEc/w - COMPLETE WITH or COMES WITHDD - DECK DRAINDIA. - DIAMETERDL - DEAD LOADDN - DOWNDWG - DRAWINGDWGS - DRAWINGSE/S - EACH SIDEEE - EACH ENDEA. - EACHEC - EPOXY COATINGEG - EXISTING GRADEEGB - EXISTING GYPSUM BOARDELEC - ELECTRICALEWP - EXISTING WALL PANELEXTG - EXISTINGEXP - EXPOSEDEXT. - EXTERIORFD - FLOOR DRAINFG - FINISHED GRADEFLL - FRONT LOT LINEF.P. - FROST PROTECTION

ABBREVIATIONS

FRP - FIBERGLASS REINFORCED PANELSGB - GYPSUM BOARDHA - HECTARESHC - HOLLOW COREHDGS - HOT DIPPED GALVANIZED STEELH.1.E - HOOK ONE ENDH.2.E - HOOK TWO ENDSHM - HOLLOW METALHR - HOURHW - HARDWOODHWT - HOT WATER TANKlg. - LONGINS - INSULATEDISLL - INTERIOR SIDE LOT LINELAM - LAMINATELAV - LAVATORY SINKLL - LIVE LOADLLV - LONG LEG VERTICALLLH - LONG LEG HORIZONTALLOC. - LOCATIONSM - METERSMECH - MECHANICALMIN - MINIMUMMTL - METALN/A - NOT APPLICABLENo. - NUMBERo/c - ON CENTREO.C. - ON CENTREO/H - OVERHEADPEMB - PRE-ENGINEERED METAL BUILDINGPD - POCKET DOORPL - PROPERTY LINEP.O. - POST OVERP.T. - PRESSURE TREATEDREQ'T - REQUIREMENTRD - ROOF DRAINRLL - REAR LOT LINER/W - REINFORCED WITHR.O. - ROUGH OPENINGR/S - ROD AND SHELFSD - SMOKE DETECTORSM - SQUARE METERSS.O.G - SLAB ON GRADESTRUCT - STRUCTURALSQFT - SQUARE FEET/FOOTSST - SIMPSON STRONG TIESW - SHEAR WALLT&G - TONGUE AND GROOVEthk - THICKTYP. - TYPICALUN. - UNLESS NOTEDUNO - UNLESS NOTED OTHERWISEU/S - UNDERSIDEVB - VAPOR BARRIERW/ - WITH(_) - QUANTITY

1. These drawings and the ideas contained in them are, and remain, the exclusive property of Guliker Design Group Inc.2. The Builder shall check and verify all drawings and dimensions for accuracy prior to the commencement of construction3. Drawings may be scaled, but written dimensions shall take precedence.4. Construction materials and procedures shall conform to the requirements outlined in the B.C. Building code 2012 edition

and all addenda thereto, as well as any applicable local bylaws.5. The contractor shall take precautions as outlined by the Canadian Construction Safety Code to ensure the Public's

safety.6. The Contractor shall take adequate precautions to store materials properly on site to save them from damage.7. Where applicable: read these drawings in conjunction with Structural, Mechanical, Electrical, Geotechnical, Civil and

shop drawings prepared by other consultants.8. The contractor shall be responsible for taking out all relevant permits, and shall call for all necessary inspections by the

authority having jurisdiction.

A. NOTES

1. Slope all finished grades away from the building at a minimum of 1% to facilitate run-off of surface water.2. The builder shall check and verify all drawings and dimensions for accuracy prior to commencement of construction.3. Do not drain surface water onto adjacent properties.4. Graded slopes shall not exceed the natural angle of repose for the type of material being used unless the builder shall

take precautions as outlined by the Canadian Construction Safety to ensure the public approved counteracting measuresare undertaken.

5. Building site survey is required prior to pouring foundation walls.

B. SITE WORK

1. Footings shall rest on native, undisturbed, inorganic soil below frost penetration.2. Allow openings in foundations for services as required and to be confirmed before pouring concrete.3. Do not backfill before floor joists and subflooring are securely in place, or before concrete has reached its 28 day

strength.4. Anchor all plates to foundation with 5/8"Ø X 8" long steel anchor bolts.5. Protect wood members in contact with concrete with a dampproofing material.

C. FOUNDATIONS

1. All windows and their installation shall comply with NAFS Standard specifications as per 9.7.4 of the 2012 B.C. BuildingCode

2. Install aluminum flashing over all unprotected exterior wall penetrations.3. Install screened covers to all vents, ducts, etc... designed to prevent entry of debris, insects, birds, or rain.4. Install screens to connections between gutters and downspouts (or roof and drains) to prevent entry of debris.5. Principal ventilation exhaust fan to be provided at a rate of 42 L/s for 380m^2 of floor area and bedrooms as per B.C.

2012. Table: 9.32.3.5

G. DOORS/WINDOWS AND VENTILATION

• ALL EXTERIOR ASSEMBLIES MUST MEET, OR EXCEED THE FOLLOWING REQUIREMENTS:Foundation walls: RSI 1.99 (R 11.31)Foundation walls Below frost line: uninsulatedFoundation walls above frost line: RSI 1.96 (R 11.14)S.O.G. (integral footing) RSI 1.96 (R 11.14)Heated floors: RSI 2.32 (R 13.18)Heated floors RSI 2.32 (R 13.18)Unheated floors on permafrost: uninsulatedUnheated floors above frost line: RSI 1.96 (R 11.1)Exterior walls RSI 2.78 (R 15.78)Floors over unheated spaces: RSI 4.67 (R 26.52)Heated floors RSI 2.32 (R 13.17)Skylight Shafts RSI 2.78 (R 15.8)Cathedral Ceilings & Flat Roofs RSI 4.67 (R 26.5)Ceilings below attics RSI 6.91 (R 39.2)

Skylights 2.90UFenestration & Doors 1.80UDoor to garage RSI 1.1 (R 6.25)Access hatch RSI 2.6 (U 0.46)Front Doors USI 2.6 (U 0.46)Glass Block USI 2.9 (U 0.51)

• Where two planes of insulation are separated by a building envelope assembly, one of the planes of insulation must beextended to overlap four times the thickness of the separation

• A reduction in the thermal resistance of the attic insulation at the perimeter is permitted, provided the insulation isconstrained only by the roof slope and venting req'ts and the minimum thermal resistance value above the exterior wall ismin R-20 (RSI 3.52)

• Door and window installers to ensure the joints and junctions between walls and other components match the R-value ofthe lower of the adjoining components.

• The interface between window head/jamb/sill and between doors and skylights must be made airtight by sealing all jointsand junctions between the air barrier material in the wall and window.

• All Mechanical, electrical and plumbing components placed within and parallel to an exterior wall are required to beinsulated to the effective thermal resistance required for the wall at the projected area of the system component.

• All potlights and other protrusions through the vapor barrier must be sealed to stop air leakage.• All joints at the transition between the foundation wall and the above grade wall must be made air-tight by sealing all joints

and junctions between the structural components or covering the structural components with an air barrier material.• Where piping is installed outside the plane of insulation, additional insulation is required to achieve a thermal resistance

equivalent to exterior above grade wall requirements defined in 9.36.2 B.C.B.C

H. BUILDING ENVELOPE

1. All framing to be in accordance with the B.C. Building code or Structural Engineer.2. All Engineered PSL, LVL, LSL etc...Beams and columns to be confirmed confirmed by a Structural Engineer.3. Contractor shall provide truss shop drawings to Guliker Design Group Inc. for review prior to construction.

E. FRAMING

1. Provide 2.5" rigid insulation (RSI 2.1) below all unheated concrete slabs above frost line.

D. FLOORS

1. Provide 1:300 roof venting - 50% spread evenly around perimeter and 50% at ridge.

F. ROOF

1 DOOR NUMBER SYMBOL

DIRECTION OF BUILDING OR WALL ELEVATION

1

A1.1

ELEVATION NUMBER

SHEET LOCATION OF ELEVATION

1

A1.1

CALLOUT NUMBER

SHEET LOCATION OF CALLOUT

EXTEND OF CALLOUT / DETAIL

1S0.0

DIRECTION OF BUILDING OR WALL ELEVATION

ELEVATION NUMBER

SHEET LOCATION OF ELEVATION

FP1

1t

F1

J1

P1

A

R1

SW1

W1

1 WINDOW NUMBER SYMBOL

WALL TYPE

SPOT ELEVATION

SMOKE DETECTOR

ARROW DIRECTION

LIGHT

1 REVISION NUMBER

FLOOR CONSTRUCTIONASSEMBLY

DRAWING LEGEND SYMBOLS

FOOTING TAG

ROOF CONSTRUCTIONASSEMBLY TAG

EXHAUST FAN

HOLD DOWN

JOIST TAG

FLOOR PANEL TYPE TAG

WALL PANEL NUMBER

PILE NUMBER

SHEARWALL TAG

STRAP SYMBOL

POINT LOAD ON ACTIVE LEVEL

POINT LOAD FROM ABOVE

N

S

EW

N TRUE NORTH DIRECTION

PROJECT NORTH DIRECTION 18

0°

05

' 30

"

27

.57

6

90° 02' 00"

13.500

0°

05

' 30

"

27

.57

4

270° 02' 30"

13.500

6m RLL SETBACK

3m

ES

LL S

ET

BA

CK

4.5m FLL SETBACK

1.2

m IS

LL

SE

TB

AC

K

0.092 acres

LOT 1

C O L L I N S D R I V E

0.089 acres

LOT 2

S C

H O

O L

L

A N

E

3.022

3.003

6.5

21

11.8

87

1.5

56

7.6

12

6.5

19

7.1

22

1.225

1.200

6.5

12

0.6

10

20.4

53

PROPOSED RESIDENCE HATCHED AREADENOTES NON-COMBUSTIBLE FIRERATED SOFFITS

-1'-5 7/8"

-1'-5 7/8"

DRIVEWAY

-4'-3 7/8"

-4'-3 7/8"

-1'-5 7/8"

5.773 6.528 1.200

7.384 8.988

2.525

N

S

EW

N

1036.25 SFBASEMENT AREA

1046.75 SFMAIN FLOOR AREA

1054.38 SFUPPER FLR AREA

SHEET NUMBER:

[email protected]

DATE:


604.824.2774

DRN:

PR

OJE

CT

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PROJECT:

TITLE:

JG



DATE PRINTED:

CLIENT ADDRESS:

DESIGNER:

Am

bste

p H

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es


45905 C

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KEYNOTE LEGEND

# DESCRIPTION

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1 : 100a4.1

1 SITE PLAN 1/16" = 1'-0"a5.1

C BASEMENT AREA

1/16" = 1'-0"a4.1

B MAIN FLOOR AREA PLAN

1/16" = 1'-0"a4.1

A UPPER FLOOR AREA PLAN

BUILDING SITE SURVEY REQUIRED PRIOR TOPOURING FOUNDATION WALLS

A D H

6

7

9

3

2

FU

RN

AC

E

x

3'-0

" 6

'-8"

x3'-0" 3'-0"S:47" H:83"

15

'-0

"6

'-0

"9

'-0

"1

1'-0

"1

1'-0

"2

'-0

"8

'-0

"

1

CONC PATIO

6'-11

3/4

"7

'-6

1/4

"7

'-0

"5

'-0

"5

'-0

"7

'-6

"

G30'-5"

UP

4

5

FC

12

'-6

"1

2'-0

"1

4'-6

"

39

'-0

"

18'-5" 12'-0"

2'-0" 6'-0" 4'-0"

2'-0

"3

1'-0

"

10

'-7

1/2

"1

1'-1

0 1

/2"

8'-6

"

2'-8

"

9'-0" 21'-5"

8"

x6

'-0

" 2

'-0

"S

:66

1/2

" H

:90 1

/2"

x5

'-0

" 2

'-0

"S

:65

1/2

" H

:89 1

/2"

x4

'-0

" 2

'-0

"S

:65

1/2

" H

:89 1

/2"

x4

'-0

" 2

'-0

"S

:66

" H

:90

"

PROPERTY SETBACK

PROPERTY SETBACK

R @ 7.108"15

B

a5.1

2

a5.1

3

4a4.1

1a4.1

3a4.1

8

E

(2)

2x1

0 F

B(2

) 2

x1

0 F

B

2X2 BRIDGING EACH JOIST SPACE AT MAX 6'-11"O/C. [9.23.9.4 (2)]




BRIDING

2X2 BRIDGING EACH JOISTSPACE AT MAX 6'-11" O/C.[9.23.9.4 (2)]

BRIDING

2x1

0 J

OIS

TS

@1

6"

o/c

2x1

0 J

OIS

TS

@1

6"

o/c 2x1

0 J

OIS

TS

@1

6"

o/c

2x1

0 J

OIS

TS

@1

6"

o/c

2x1

0 J

OIS

TS

@1

6"

o/c

2x1

0 J

OIS

TS

@1

6"

o/c

2x1

0 J

OIS

TS

@1

6"

o/c2

x1

0 J

OIS

TS

@1

6"

o/c

2x10 JOISTS @ 16" o/c

BACKFILL

871.48 SFUNFINISHED BASEMENT

(2) 2"Ø PVC SOLAR PIPE RUN. EXTEND 6"MIN ABOVE ATTIC INSULATION. MAINTAINMIN 12" CLEARANCE ABOVE

AF-2002

AF-2002

AF-2002

AF-2001

AW-1052

AW-1052

AW-1052

AW-1003

AW-1003

AW-1003

AW-1003

AW-1004

2x10

DE

CK

JO

IST

S@

16"

o/c

11'-1"

4'-8 9

/16

"

(3) 2x10 DB

(2) 2x10

(2) 2x10

(2)

2x1

0

(2)

2x1

0(2

) 2x1

0(2

) 2x1

0

ENG. F.BEAM

(2)

2x1

0 D

B

2x10 JOISTS @ 16" o/c

(2) 2x10 DB (2) 2x10 DB

(2) 2x10 DB

N

S

EW

N

4'-10

1/4

"1

'-7

3/4

"3

'-8

"3

"2

'-10

"5

'-3

"

2x6 BUILT UP POST

2x6 BUILT UP POST (TYP ATALL POST LOCATIONS)

2x6 BUILT UP POST

AW-1003

A D H

6

7

9

3

2

1

G

4

5

FCB

a5.1

2

2a4.1

a5.1

3

4a4.1

1a4.1

3a4.1

8

E

30'-5"

18'-5" 12'-0"

10'-8 1/2" 7'-8 1/2"

4'-2

"3

'-10

"

SF6

SF6

SF3

SF3

SF3

SF6

SF6

SF6

SF3

SF3

SF3

SF3

SF3

SF6

SF3

SF3

SF3

SF3

SF3

62

'-0

"

15

'-0

"3

9'-0

"8

'-0

"

12

'-6

"1

2'-0

"1

4'-6

"

6'-8

"4

'-2

1/4

"1

'-7

3/4

"

30'-5"

9'-0" 21'-5"

DROP FOUNDATION WALLDOWN TO U/S FLOOR ATDOOR LOCATIONS

2'-8 1/2" 16'-0" 2'-8 1/2"

62

'-0

"

21

'-0

"8

'-8

3/4

"1

1'-7

3/4

"1

0'-7

1/2

"1

0'-0

"

2'-0

"

16'-5" 2 1/4" 3'-2 3/4" 10'-7"

6" CONCRETE CURB R/W (1)10M AT TOP OF CURB & 10MVERTS @ 24" o/c INTOFOOTING

10'-4"

11'-9" 4'-2 7/8" 4'-1 1/8" 10'-4"

11'-9" 6" 2'-8" 8 1/2" 3'-2" 1'-5 1/4" 10'-2 1/4"

9 1

/4"

3'-10

1/2

"4

'-10

1/4

"

1'-10

1/2

"

4" (28MPA) CONC. SLAB ON 6MIL V.B. POLY TAPED ATSEAMS AND PERIMETEROVER 6" MIN. COMPACTEDGRANULAR COMPACTED FILL

BACKFILL

4" CONC. SLAB-ON-GRADE

SL

OP

ES

LO

PE

SLOPE SLOPE

4"Ø FLOOR DRAIN - TIE INTOPERIMETER DRAIN

4"Ø FLOOR DRAIN - TIE INTOPERIMETER DRAIN

AF-2002

AF-2002

AF-2001

AF-2001

AF-2001

AF-2001

AF-2001

SF6

PF1

PF1

PF1

PF1

4'-10

1/4

"4

'-7

3/4

"

1'-10

1/2

"SW-3002

SW-3002

SW-3002

SW-3002

SF6

10'-7"

N

S

EW

N

F4

5'-1

1/4

"

9'-0 1/4"

10"X10" CONC. COLUMN. R/W(4) 10M HOOKED VERTS INTOFOOTING

SHEET NUMBER:

[email protected]

DATE:


604.824.2774

DRN:

PR

OJE

CT

:

PROJECT:

TITLE:

JG



DATE PRINTED:

CLIENT ADDRESS:

DESIGNER:

Am

bste

p H

om

es


45905 C

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foundation plan &basement floor plan

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April 17, 2015FOOTING SCHEDULE

TAG SIZE REINFORCING MPa NOTES

F4 36" x 36" x 8"thk PAD (4)15M CONT. & 15M TRANSVERSE BARS @ 24" o/c

PF1 24" x 24" x 8"thk PAD (2)15M x 20"lg. CONT. E/W

SF3 24" x 8" CONTINUOUS (2)15M CONT.

SF6 20"x8" CONT. (2)15M CONT.

1/4" = 1'-0"a5.1

2 BASEMENT FLOOR PLAN WITH FLOOR FRAMING

KEYNOTE LEGEND

# DESCRIPTION

AF-2001 8" CONCRETE WALL W/ (2) LAYERS DAMPPROOFING. R/W 10M @ 24" o/c OR AS PERSTRUCTURAL ENGINEER.PROVIDE 2" RIGID INSULATION ON INTERIOR

AF-2002 8" CONCRETE WALL R/W 10M @ 24" o/c OR ASPER STRUCTURAL ENGINEER.

AF-3004 4"Ø FLOOR DRAIN - TIE INTO PERIMETERDRAIN

AFL-2256 4" (28MPA) CONC. SLAB ON 6 MIL V.B. POLYTAPED AT SEAMS AND PERIMETER OVER 6"MIN. COMPACTED GRANULAR COMPACTEDFILL

AH-2201 FURNACE

AMF-3001 2X2 BRIDGING EACH JOIST SPACE AT MAX6'-11" O/C. [9.23.9.4 (2)]

AW-1003 1/2" G.W.B EACH SIDE, 2X6 STUDS AT 16" O/CALIGNED W/ JOISTS AND/OR TRUSSES

AW-1004 1/2" G.W.B, 2X4 STUDS AT 16" O/C ALIGNED W/JOISTS AND/OR TRUSSES, 1/2" VOID SPACE.

AW-1052 CLADDING AS PER OWNER, 3/8" RAIN SCREEN,TYVEK BUILDING WRAP - TAPE AT ALL SEAMS& PENETRATIONS, 1/2" PLYWOOD SHEATHING,2X6 STUDS AT 16" O/C ALIGNED WITH JOISTS,INSULATION AS PER HEAT EFFICIENCYSCHEDULE.

SCC-2017 10"X10" CONC. COLUMN. R/W (4) 10M HOOKEDVERTS INTO FOOTING

SW-3002 6" CONCRETE CURB R/W (1) 10M AT TOP OFCURB & 10M VERTS @ 24" o/c INTO FOOTING

RE

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1/4" = 1'-0"a5.1

1 FOUNDATION PLAN

UP

x8'-6" 14'-6"

x15'-8" 10'-3"

x17'-4" 12'-6"

x12'-0" 15'-3"

x9'-7" 8'-0"

x6'-5" 5'-1"

x20'-4" 20'-5"

SD

x13'-7" 13'-11"

x10'-1" 11'-9"x4'-11" 8'-6"

x9'-11" 5'-5"

x9'-8" 4'-10"

x9'-9" 9'-0"

x16'-11" 15'-11"

SD

SD

SDSD

A D H

6

7

9

3

2

DW

FL

AT

BA

R

PANTRY

LIVING AREA

DINING AREA

ENTRY CO

AT

S

CLST

KITCHEN

GARAGE

1

G

6x6 WOOD POST

4

5

FC

144.0

6 S

FH

AL

L

FR

x7

'-0

" 5

'-0

"S

:35

" H

:95

"

x7

'-0

" 5

'-0

"S

:35

" H

:95

"

x3'-0" 7'-8"

x2'-6" 6'-8"

x6'-0" 5'-0"S:35" H:95"x3'-0" 7'-6"

x8'-0" 6'-0"S:23" H:95"

x2'-6" 6'-0"S:23" H:95"

x2'-6" 6'-0"S:23" H:95"

WOOD DECK

x2

'-6

"

6'-8

"

x2

'-6

"

6'-8

"

WOOD PATIO

4'-6

"3

'-6

"5

4'-0

"

2'-0

"7

'-6

"1

2'-0

"7

'-6

"

2'-0

"2

'-0

"

1'-7" 18'-5" 12'-0"

3'-2 1/2" 6'-0" 6'-0" 3'-2 1/2" 2'-0" 5'-9" 4'-3"

30'-5"

PWDR

R @ 7.414"16

DN

UP

R @ 7.414"16

x3'-0" 6'-8"

15

'-0

"2

9'-0

"6

'-0

"4

'-0

"

LIN

E O

F F

LO

OR

AB

OV

E

LIN

E O

F F

LO

OR

AB

OV

E

HATCHED AREA DENOTESFLOOR ABOVE

LINE OF FLOOR ABOVE

LINE OF FLOOR ABOVE

LIN

E O

F F

LO

OR

AB

OV

E

B

a5.1

2

a5.1

3

SHELVING

35" HIGH HAND RAIL, MIN 2"CLEARANCE [9.8.7]. 4" MAXPROJECTION INTO STAIRWAY[9.8.7.6]

RA

NG

E

1'-5" 1'-0" 6'-7" 4'-11" 4'-6" 12'-0"

15

'-0

"6

'-0

"9

'-0

"1

1'-0

"1

1'-0

"2

'-0

"8

'-0

"

x2

'-6

" 6

'-0

"S

:23

" H

:95

"

x2

'-6

" 6

'-0

"S

:23

" H

:95

"

3'-9

"1

'-9

"1

'-10

"2

'-2

"6

'-0

"

x2

'-6

"

6'-8

"

8

ENG MONOTRUSSES @ 24" o/c

GIRDER TRUSS(2

) 2x1

0

JACK TRUSSES @24" o/c

2x1

0 J

OS

TS

@ 1

6"

o/c

2x1

0 J

OS

TS

@ 1

6"

o/c

2x1

0 J

OS

TS

@ 1

6"

o/c

2x1

0 J

OS

TS

@ 1

6"

o/c

ENG. GIRDER TRUSS

2x1

0 J

OS

TS

@ 1

6"

o/c

TRUSSES @ 24" o/c

8X8 WOOD COLUMN 8X8 WOOD COLUMN

x16'-0" 8'-0"

SOLID CORE GARAGE DOOR TO RECEIVEWEATHER STRIPPING, SELF-CLOSING HINGESAND SECURITY HARDWARE. (PROVIDE MIN 2"CONC. BELOW DOOR)

AW-1052

30'-5"

9'-0" 21'-5"

4'-9" 4'-3" 2'-8 1/2" 16'-0" 2'-8 1/2"

18" SL 18" SL

52

'-0

"2

'-0

"8

'-0

"

21

'-0

"8

'-6

"6

'-6

"1

6'-0

"

2'-2" 3'-6" 2'-8" 12'-7"

9'-2 1/4" 6'-9 3/4" 4'-1" 10'-4"

3'-6" 10"

20'-1" 1'-11" 1'-11" 6'-6"

6'-6

"2

'-0

"1

4'-0

"

LINE OF ROOF ABOVE

LIN

E O

F R

OO

F A

BO

VE

LIN

E O

F R

OO

F A

BO

VE

AW-1052

AW-1009

AW-1009

AW-1052

AW-1052

AW-1052

AW-1052

AW

-100

1

AW-1001

AW-1003

AW

-100

1

AW

-100

1

AW-1052

E

8X8 WOOD COLUMN

LIN

E O

F R

OO

F A

BO

VE

R @ 6.083"10

DNTO BE CONFIRMED ON SITE

36" HIGH GLASS GUARD RAIL

(2) 2x10

(2) 2x10(2) 2x10(2) 2x10

(2)

2x1

0(2

) 2x1

0(2

) 2x1

0

(3) 2x10

(2) 2x10

(3) 2x12

EF

1%

SL

OP

E

CA

BS

AB

OV

EC

AB

S A

BO

VE

HOSE BIBB

HOSE BIBB

HOSE BIBB

N.GAS SUPPLY

(2)

2x1

0

JACK TRUSSES@ 24" o/c

GIR

DE

R T

RU

SS

ENG BEAM

ENG BEAM

(3) 2x10

ATTICACCESS

AC-2001

N

S

EW

N

A D H

6

7

9

3

2

1

G

W.I.C

LAUNDRY

BEDROOM

BATH BEDROOM

ENSUITE

156.62 SFHALLWAY

MASTER BDRM

4

5

FC

2'-5" 10'-0" 18'-0"

10

'-1

"2

'-6

"7

'-6

"9

'-6

"1

3'-0

"

8'-0

"2

'-0

"1

1'-0

"1

1'-0

"1

5'-0

"5

'-7

"

5'-4

3/4

"5

'-7

1/4

"

13'-11" 16'-6"

60"x36" SOAKERTUB

LIN

CL

ST

R @ 7.414"16

DN

48"x36" SHWR

x2'-6" 6'-8"

x2'-6" 6'-8"

x2

'-6

"

6'-8

"x

2'-6

"

6'-8

"

x2

'-6

"

6'-8

"

x3

'-0

"

6'-8

"

x2

'-6

"

6'-8

"x

2'-6

"

6'-8

"

x2'-6" 6'-8"

x2

'-6

"

6'-8

"

x4'-0" 6'-8" BF

60" TUB/SHOWERUNIT

LINE OF ROOF BELOW

7'-6

"7

'-6

"2

'-0

"3

'-4

3/4

"2

'-2

1/4

"3

'-5

"

42

'-7

"

5'-3

"4

'-10

"

x5

'-0

" 4

'-0

"S

:35

" H

:83

"

x7'-0" 5'-0"S:23" H:83"

x7

'-0

" 5

'-0

"S

:23

" H

:83

"

x2

'-0

" 4

'-0

"S

:35

" H

:83

"

x2

'-0

" 4

'-0

"S

:35

" H

:83

"

x5'-0" 4'-0"S:35" H:83"

B1'-5" 1'-0" 6'-7" 4'-11" 4'-6" 12'-0"

a5.1

2

a5.1

3

7'-4" 6'-7"

54

'-0

"

8x2'-0" 4'-0"

S:35" H:83"

E

9'-0" 9'-0"

8'-4" 2'-6"

5'-8" 10'-10"

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

3'-10

1/4

"1

'-9

"4

'-0

"1

'-9

"3

'-5

3/4

"2

'-0

"2

'-4

"1

'-7

"1

'-7

"1

'-8

"2

'-0

"

9'-3

"1

'-7

"1

'-9

"7

'-6

"5

'-10

3/4

"3

'-7

1/4

"

10'-7 1/4" 5'-0 3/4" 1'-10" 10'-6"

3'-4

"

3'-6

"6

"3

'-6

"


36" HIGH GUARD RAIL [9.8.7.4]MAX 3 15/16" BETWEENBALUSTERS. [9.8.8.5]

1'-8 3/4" 3'-7" 5'-0" 2'-7" 3'-3"

10'-7 1/4" 2'-6 3/8" 4'-4 3/8"

1'-8

3/4

"1

'-9

"

HATCHED AREADENOTES NON-COMBUSTIBLE FIRERATED SOFFITS

5'-10" 4'-8"

(2) 2"Ø PVCSOLAR PIPE RUN

AW-1052

AW-1052

AW-1052

AW-1052

AW-1052

AW-1052

AW-1052

AW-1052

AW-1001

AW-1001

AW-1001AW-1001

AW

-100

1

AW-1001

AW-1001

AW-1001

6" / 12"

ROOF BELOW

6"

/ 12

"

LIN

E O

F R

OO

F B

ELO

W

TRUSSES @ 24" o/c

TRUSSES @ 24" o/c

TRUSSES @ 24" o/c

TRUSSES @ 24" o/c

AC-2001

ATTICACCESS

WD

EF

EF

EF

(2)

2x1

0

(2)

2x1

0(2

) 2x1

0

(2) 2x10

(2) 2x10

(2) 2x10

N

S

EW

N

SHEET NUMBER:

[email protected]

DATE:


604.824.2774

DRN:

PR

OJE

CT

:

PROJECT:

TITLE:

JG



DATE PRINTED:

CLIENT ADDRESS:

DESIGNER:

Am

bste

p H

om

es


45905 C

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C

17/04/2015 9:36:37 AM

a3.2

P15016

main & upper floor plans

issu

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fo

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April 17, 2015

KEYNOTE LEGEND

# DESCRIPTION

AC-2001 SINGLE DWELLING ATTIC ACCESS HATCH -MIN. 2'-1 13/64" X 19 11/16" CLEAR OPENING[9.19.2.1]

ADO-2201 SOLID CORE GARAGE DOOR TO RECEIVEWEATHER STRIPPING, SELF-CLOSING HINGESAND SECURITY HARDWARE. (PROVIDE MIN 2"CONC. BELOW DOOR)

AH-2601 N.GAS SUPPLY

AMC-4003 8X8 WOOD COLUMN

AP-2601 HOSE BIBB

AR-2051 35" HIGH HAND RAIL, MIN 2" CLEARANCE[9.8.7]. 4" MAX PROJECTION INTO STAIRWAY[9.8.7.6]

AR-2102.1 36" HIGH GUARD RAIL [9.8.7.4] MAX 3 15/16"BETWEEN BALUSTERS. [9.8.8.5]

AR-2102.3 36" HIGH GLASS GUARD RAIL

AW-1001 1/2" G.W.B. EACH SIDE, 2X4 STUDS AT 16" O/CALIGNED W/ JOISTS AND/OR TRUSSES


AW-1009 GARAGE 2x6 WALL ASSEMBLY:6 MIL V.B. POLY - TAPED AT ALL SEAMS ANDWALL PENETRATIONS.2X6 STUDS AT 16" O/C. ALIGN WITH JOISTSAND/OR TRUSSES,1/2" GWB EACH SIDE W/ R19 BATT INSULATION.TYVEK BUILDING WRAP ON GARAGE SIDE.


1/4" = 1'-0"a4.1

1 MAIN FLOOR PLAN WITH UPPER FLOOR FRAMING 1/4" = 1'-0"a4.1

2 UPPER FLOOR PLAN WITH ROOF FRAMING

RE

VIS

ION

SC

HE

DU

LE

NO

:D

RN

CH

KD

AT

ED

ES

CR

IPT

ION

A D H

6

7

9

3

2

1

G

4

5

FCB

a5.1

2

a5.1

3

4a4.1

1a4.1

3a4.1

8

E30'-5"

1'-5" 1'-0" 6'-7" 3'-5" 1'-6" 4'-6" 12'-0"

62

'-0

"

9'-5

"5

'-7

"6

'-0

"9

'-0

"1

1'-0

"1

1'-0

"2

'-0

"8

'-0

"

8" / 12" 8" / 12"

8" / 12"8" / 12"

8" / 12"8" / 12"

8" / 12"

6" / 12" 6" / 12"

5"

/ 12

"

6"

/ 12

"

6" / 12"

6"

/ 12

"

PATIO BELOW

5" CONT. ALUMINUM GUTTER.

30YR ASPALT SHINGLES, (2) LAYERS BUILDINGPAPER, 1/2" PLYWOOD SHEATHING W/ 'H' CLIPS,PRE-ENGINEERED TRUSSES AT 24" O/C. R40BLOW-IN INSULATION.

PROVIDE UNOBSTRUCTED VENT AREA NOTLESS THAN 1/300 OF CEILING AREA - MIN. 25%AT RIDGE & MIN. 25% AT EAVES. (9.19.1.2)

11

'-0

"1

'-0

"1

'-0

"2

'-0

"

2'-0"

2'-0"

2'-0

"4

2'-7

"1

'-0

"

1'-0

"

9'-5

"3

'-0

"

2'-0" 21'-5" 2'-0"

11"

5'-7

"

1'-0

"1

5'-0

"2

'-0

"

11

'-0

"1

'-0

"

6" / 12"

29'-5 1/16"

28'-7 13/16"

25'-3 3/8"

24'-9 3/8"

15'-8 7/16"

ROOF HAT VENT - 12"X12"

ROOF HAT VENT - 12"X12"

1'-0" 7'-0"

HATCHED AREADENOTES NON-COMBUSTIBLE FIRERATED SOFFITS

FUTURE SOLAR HOT WATERREADY SOLAR PANEL LOCATION(10'-0" x 10'-0")

a3.3

SIM4

EVENLY DISTRIBUTED ROOF VENTS

PRE-ENGINEERED TRUSSESAS PER ROOF FRAMING PLAN

5" ALLUMINUM GUTTERS

7/16" (11mm) PLYWOOD OR 1/2"(12.5mm) OSB SHEATHING

NON-COMBUSTIBLE, NON-PERFORATEDALUMINUM SOFFIT FINISH

1x2 CONT. BACKING

2x4 SUB FASCIA

2x6 FASCIA GUTTER

1/2" PLYWOOD WALL SHEATHING

EXTEND WALL SHEATHINGONTO TOP PLATES

60 MIN FLASHING PAPER

LAP WATERPROOFING OVER FLAPSO A PROPER LAPPING SEQUENCECAN BE MADE WITH FIELD PAPER

MEMBRANE TO EXTEND8" MIN UP WALL

DECK MATERIAL RETURNSOVER FLASHING EDGE

DECK EDGE FLASHING

BRING DECKING MATERIAL OVERTHRESHOLD AND UP SIDE OF JAMB4" MIN

FOLDED SAFETY EDGE

MINIMUM BY CODE 10MM25MM RECOMMENDED

MINIMUM 75MM110°

NOTCH OUTFRONT FACE

Step 1

50MM

25MM

DO NOT CRIMP BACK FOLDTIGHT SO POSITIVE SLOPEIS MAINTAINED

FOLD UP EDGE

DO NOT CUT HERE

END DAM MUST EXTEND TOFACE OF CLADDING

FOLD OVER OUTER CORNER TO CREATE A SAFETY EDGE

Step 3Step 2

A

BC

D

E

F

G

H

A - BUILDING WRAP

B - P.T. STRAPPING

C - EXTERIOR CLADDING

D - BUG SCREEN

E - PRE-FINISHED FLASHING

F - 60 MINUTE FLASHING PAPER

G - 2" x 10" TRIM

H - DIVERTER FLASHING

A

B

C

D

A

A

SHEET NUMBER:

[email protected]

DATE:


604.824.2774

DRN:

PR

OJE

CT

:

PROJECT:

TITLE:

JG



DATE PRINTED:

CLIENT ADDRESS:

DESIGNER:

Am

bste

p H

om

es


45905 C

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C

17/04/2015 9:36:40 AM

a3.3

P15016

roof plan

issu

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April 17, 2015

KEYNOTE LEGEND

# DESCRIPTION

ARO-2202 30YR ASPALT SHINGLES, (2) LAYERS BUILDINGPAPER, 1/2" PLYWOOD SHEATHING W/ 'H'CLIPS, PRE-ENGINEERED TRUSSES AT 24" O/C.R40 BLOW-IN INSULATION.


ARO-2301 5" CONT. ALUMINUM GUTTER.

ARO-2601 ROOF HAT VENT - 12"X12"

RE

VIS

ION

SC

HE

DU

LE

NO

:D

RN

CH

KD

AT

ED

ES

CR

IPT

ION

1/4" = 1'-0"a4.1

5 ROOF PLAN

1/2" = 1'-0"a3.3

4 UNVENTED SOFFIT DETAIL

1 1/2" = 1'-0"

1 DECK TO WALL 1" = 1'-0"

2 HEAD FLASHING WITH END DAM

3" = 1'-0"

3 THROUGH WALL FLASHING AND BAND BOARD

T.O. MAIN FLOOR100'-0"

T.O. UPPER FLOOR109'-10 5/8"

U/S TRUSSES117'-11 3/8"

A D HGFCB30'-5"

1'-5" 1'-0" 6'-7" 4'-11" 4'-6" 12'-0"

8"

12"

8"

12" 8"

12"

6"

12"

6"

12"

E

x3'-0" 7'-8"

x16'-0" 8'-0"

x5'-0" 4'-0"

HARDI PANEL - PAINTED

1x2 BATTONS @ 24" o/c - PAINTED2'-0"

2x10 CF

ARCHITECTURAL BRACKETS

r- 5

5' -0"



U/S TRUSSES117'-11 3/8"

6 7 932

GRADE95'-8 1/8"

1 4 5

T.O. GARAGE FOOTING97'-7 5/8"

62'-0"

8'-0" 2'-0" 11'-0" 11'-0" 9'-0" 6'-0" 15'-0"

8"

/ 12

" 8"

/ 12

"

8"

/ 12

"

6"

/ 12

"

8"

/ 12

"

6"

/ 12

"

8A

VE

RA

GE

RO

OF

HE

IGH

T

23

'-1

0 1

/2"


3' -0

"

2'-0"

1'-0"

1'-0"1'-0" 2'-0"

2'-0"

1'-0"

3'-0"

ARCHITECTURALCOLUMN

2X10 COMB-FACE BARGE BOARD


1X6 WOOD TRIM

1X6 OVER 2X10 FASCIA BOARD.

x4'-0" 2'-0"x5'-0" 2'-0"x6'-0" 2'-0"

x2'-6" 6'-0" x2'-6" 6'-0"

x7'-0" 5'-0" x7'-0" 5'-0"

x7'-0" 5'-0"

x2'-0" 4'-0"x2'-0" 4'-0"

6" HORIZONTAL HARDI CLADDING

CULTURED STONE (SILVERADO WEATHEREDGE LEDGESTONE)

3'-4

"




U/S TRUSSES117'-11 3/8"

ADH

GRADE95'-8 1/8"

G F C B


30'-5"

1'-5"1'-0"6'-7"4'-11"4'-6"12'-0"

8"

12"8"

12"

6"

12"

6"

12"

E



U/S TRUSSES117'-11 3/8"

679 3 2

GRADE95'-8 1/8"

14562'-0"

15'-0" 6'-0" 9'-0" 11'-0" 11'-0" 2'-0" 8'-0"

6"

12"

8"

/ 12

"

8"

/ 12

"

6"

12"

8

LIMITING DISTANCE: 4'-0" (1.2m)TOTAL BUILDING FACE AREA: 995 SF (92.4 m^2)ALLOWABLE GLAZED OPENINGS: 7% (69.7 SF)ACCTUAL GLAZED OPENING AREA: 2.7% (27.3 SF)

ARCHITECTURAL COLUMN

x4'-0" 2'-0"

x5'-0" 4'-0"

2'-0" OH

1'-0" OH

1'-0" OH

1'-0" OH2'-0" OH

2'-0" OH

1'-0" OH





3'-0

"4

'-0

21

/32

"

SHEET NUMBER:

[email protected]

DATE:


604.824.2774

DRN:

PR

OJE

CT

:

PROJECT:

TITLE:

JG



DATE PRINTED:

CLIENT ADDRESS:

DESIGNER:

Am

bste

p H

om

es


45905 C

ollin

s D

rive, B

C

17/04/2015 9:36:53 AM

a4.1

P15016

building elevations

issu

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fo

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April 17, 2015

KEYNOTE LEGEND

# DESCRIPTION

AMW-1005.1 2X10 COMB-FACE BARGE BOARD

AMW-1052 1X6 WOOD TRIM


ARO-2421 1X6 OVER 2X10 FASCIA BOARD.

MC-6001 CULTURED STONE (SILVERADO WEATHEREDGE LEDGESTONE)

MC-7701 HARDI PANEL - PAINTED

ME-2201 6" HORIZONTAL HARDI CLADDING

RE

VIS

ION

SC

HE

DU

LE

NO

:D

RN

CH

KD

AT

ED

ES

CR

IPT

ION

1/4" = 1'-0"a3.1

2 FRONT ELEVATION

1/4" = 1'-0"a3.1

1 LEFT ELEVATION

1/4" = 1'-0"a3.1

4 REAR ELEVATION 1/4" = 1'-0"a3.1

3 RIGHT ELEVATION



T.O. BASEMENT SLAB91'-1 3/8"

U/S TRUSSES117'-11 3/8"

A D H

T.O. FOOTING90'-0"

GRADE95'-8 1/8"

GFCB

a5.1

3


E30'-5"

8"

12"

HE

EL

1'-2 7

/32

"

4'-1

3/4

"

4'-1

1 5

/16

"

RSR HT: 7 7/64"RUN: 10"TRDW: 11"

RSR HT: 7 13/32"RUN: 10"TRDW: 11"

10'-7 1/8" RO

10'-7 1/8" RO

2" RIGID INSULATION.

PROVIDE (2) 2x10 LINTELIN FLOOR ASSEMBLY

HANGER JOISTS TO LINTEL AT OPENINGS

UNFINISHED BASEMENT

ENTRY

COATS CLST HALL

HALLWAYCLSTBEDROOM

4" (28MPA) CONC. SLAB ON 6MIL V.B. POLY TAPED ATSEAMS AND PERIMETEROVER 6" MIN. COMPACTEDGRANULAR COMPACTED FILL

AW-1052

AW-1052

AF-2001

AW-1052

AW-1052

AFL-2002

AMF-3001



ALUMINUM NON-COMBUSTIBLENON-PERFORATED SOFFIT

5" CONT. ALUMINUM GUTTER.

2X8 CONT. FASCIA GUTTER.

8"

MIN

6"

12" AFL-2002

2'-0" OH

8"

12"

8'-0

3/4

"

9'-0

3/4

"

8'-0

3/4

"

1'-5" 1'-0" 6'-7" 3'-5" 1'-6" 4'-6" 12'-0"

FREE DRAINING GRANULARFILL AROUND 4" PVCPERFORATED PERIMETERDRAIN BELOW FILTER CLOTH

4" PVC. R.W.L

36" HIGH GUARD RAIL [9.8.7.4]MAX 3 15/16" BETWEENBALUSTERS. [9.8.8.5]


INSULATION BAFFLE



T.O. BASEMENT SLAB91'-1 3/8"

U/S TRUSSES117'-11 3/8"

6 7 932

T.O. FOOTING90'-0"

GRADE95'-8 1/8"

1 4 5

a5.1

2


8

PROVIDE 6X6 BEAM ATEXTERIOR WALLS TOSUPPORT TRUSS

1'-6"

62'-0"

8'-0" 2'-0" 11'-0" 11'-0" 9'-0" 6'-0" 5'-7" 9'-5"

MASTER BDRM

HALLWAY

BEDROOM

GARAGEHALLKITCHEN

UNFINISHED BASEMENT

1'-0"

AW-1009

AW-1052

AW-1052

AW-1052

AFL-2002

AW-1003 AW-1001

AFL-2002

AW-1001

AW-1001

8'-0

3/4

"9

'-0

3/4

"8

'-0

3/4

"




6"

12"

4" (28MPA) CONC. SLAB ON 6 MIL V.B. POLYTAPED AT SEAMS AND PERIMETER OVER 6"MIN. COMPACTED GRANULAR COMPACTED FILL


6'-5

3/8

"

12" STRIP OF 60 MIN. BUILDING PAPER.STAPLE TOP EDGE ONLY SO BUILDINGPAPER CAN BE INSTALLED UNDERNEATH.

2"Ø HOLE IN EACH STUDCAVITY FOR VENTELATION

INSTALL PEAL & STICK GUSSETS WITHPRIMER AS PER MANUFACTURERSSPECIFICATIONS12"

APPLY PEAL AND STICK WITHPRIMER AS PER MANUF. SPECSFROM INSIDE OF SILL EXTENDDOWN & UP THE JAMBS MIN 3"

12"

MIN 3/8" SHEATHING GAP

CUT SHEATHING FLUSHWITH FRAME ON ALL SIDES

OVERLAP ALL FLASHING PAPERSHINGLE STYLE (AS SHOWN)

60 MIN. FLASHING PAPER

PLACE PLASTIC HORSESHOE SHIMS ONSILL SPACED AS PER WINDOWMANUFACTURES SPECIFICATIONS.ENSURE THAT THE SHIMS DO NOTEXTEND PAST THE INSIDE OF THEWINDOW FRAME. PLACE ONE BEHINDEACH FASTENER WHEN FASTENING THESILL FLANGE

12"

APPLY PEAL & STICK WITH PRIMERAS PER MANUFACTUERSREQUIREMENTS FROM INSIDE OFSILL EXTEND DOWN THE PAPERAND UP THE JAMBS BY MIN. 3"

INSERT HORESSHOE SHIMUNDER EACH NAIL IN SILLFLANGE ONLY

APPLY GENEROUS BEAD OFPOLYURETHANE CAULK (ORAPPROVED ALTERNATE) TO THEPAPER 3/4" FROM THE OPENING TOJAMB AND HEAD ONLY

FASTEN WINDOW TOMANUFACTURER'S INSTRUCTIONS

DO NOT CAUL THE SILL TO ALLOWFOR DRAINAGE

INSTALL PAPER WITHFULL HALF LAPS + 2"

START WITH HALF ROOL OF30 MIN. BUILDING PAPER

ENSURE FIELD PAPERLAPS UNDER FLASHIINPAPER AT SILL

18"

40"

HEAD FLASHING WITHEND DAMS

SEAL FIELD PAPER TO FLANGE WITHMASTIC OR POLYURETHANE CAULK(OR APPROVED ALTERNATE)

1. ALL VERTICAL LAPS TO BE 12" MIN. ANDSTAGGERED

2. THE INSIDE OF THE FRAME IS TO BESEALED TO THE AIR/VAPOUR BARRIERON ALL FOUR SIDES WITHPOLYURETHANE CAUL AT THE SILL ANDROD & CAULK AT THE JAMBS & HEAD

SILL FLASHING PAPER

SILL PEAL & STICK

BUG SCREEN

SILL FLASHING WITH ENDDAM BEHIND STRAPPING

CLADDING

3/8" GAP BETWEENSTRAPPING AND WINDOW

SEAL BUILDING PAPER TO HEADFLASHING AND TO FLANGE OF WINDOWAT JAMB WITH POLYURETHANE CAULK(OR EQUIVELANT)

END FLASHING WITH END DAM

10mm. MIN. THICK PRESSURE TREATED PLYWOODSTRAPPING AS PER 9.27.2.2 @ 16" o/c MAX.ATTACHED TO STUDS WITH APPROVED FASTENERS

SHEET NUMBER:

[email protected]

DATE:


604.824.2774

DRN:

PR

OJE

CT

:

PROJECT:

TITLE:

JG



DATE PRINTED:

CLIENT ADDRESS:

DESIGNER:

Am

bste

p H

om

es


45905 C

ollin

s D

rive, B

C

17/04/2015 9:36:57 AM

a5.1

P15016

building sections

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1/4" = 1'-0"a3.1

2 BUILDING SECTION A 1/4" = 1'-0"a3.1

3 BUILDING SECTION B

KEYNOTE LEGEND

# DESCRIPTION

AER-3055 INSULATION BAFFLE

AF-2001 8" CONCRETE WALL W/ (2) LAYERS DAMPPROOFING. R/W 10M @ 24" o/c OR AS PERSTRUCTURAL ENGINEER.PROVIDE 2" RIGID INSULATION ON INTERIOR

AF-3001 4" PVC. R.W.L

AF-3002 FREE DRAINING GRANULAR FILL AROUND 4"PVC PERFORATED PERIMETER DRAIN BELOWFILTER CLOTH

AF-3010 2" RIGID INSULATION.

AFL-2002 TYPICAL FLOOR ASSEMBLY:5/8" T&G PLYWOOD SHEATHING, 2X10 SPFFLOOR JOISTS AT 16" O/C, PROVIDE 2X2BRIDGING AT MAX 7'-0" O/C.5/8" GYPSUM WALL BOARD

AFL-2256 4" (28MPA) CONC. SLAB ON 6 MIL V.B. POLYTAPED AT SEAMS AND PERIMETER OVER 6"MIN. COMPACTED GRANULAR COMPACTEDFILL

AMF-3001 2X2 BRIDGING EACH JOIST SPACE AT MAX6'-11" O/C. [9.23.9.4 (2)]

AMR-1002 ALUMINUM NON-COMBUSTIBLENON-PERFORATED SOFFIT

AR-2051 35" HIGH HAND RAIL, MIN 2" CLEARANCE[9.8.7]. 4" MAX PROJECTION INTO STAIRWAY[9.8.7.6]

AR-2102.1 36" HIGH GUARD RAIL [9.8.7.4] MAX 3 15/16"BETWEEN BALUSTERS. [9.8.8.5]


ARO-2202 30YR ASPALT SHINGLES, (2) LAYERS BUILDINGPAPER, 1/2" PLYWOOD SHEATHING W/ 'H'CLIPS, PRE-ENGINEERED TRUSSES AT 24" O/C.R40 BLOW-IN INSULATION.


ARO-2301 5" CONT. ALUMINUM GUTTER.

ARO-2409 2X8 CONT. FASCIA GUTTER.

AW-1001 1/2" G.W.B. EACH SIDE, 2X4 STUDS AT 16" O/CALIGNED W/ JOISTS AND/OR TRUSSES


AW-1009 GARAGE 2x6 WALL ASSEMBLY:6 MIL V.B. POLY - TAPED AT ALL SEAMS ANDWALL PENETRATIONS.2X6 STUDS AT 16" O/C. ALIGN WITH JOISTSAND/OR TRUSSES,1/2" GWB EACH SIDE W/ R19 BATT INSULATION.TYVEK BUILDING WRAP ON GARAGE SIDE.


1/2" = 1'-0"

1 RAIN SCREEN DETAILS

EXTERIOR WALL SCHEDULE

AW

-1052

TYPE

NAME

Gypsum Wall Board - 1/2" thk

RSI

MATERIAL

0.08

Gypsum Wall Board - 5/8" thk

TOTAL RSI 3.16 1.96

Polyethylene (6 mil) vapor barrier

Plywood Sheathing - 1/2" thk

OSB Sheathing - 7/16" thk

Building Paper (60#) (2 layers)

Rain Screen - 3/8" Lathe

Hardi Cladding

Cultured Stone

Building Wrap (60#) (Tyvek ThurmaWrap LE)

Exterior Air Film 0.03

R

0.45

0.17

Interior Air Film 0.12 0.68

0.00 0.00

Paint - 1 coat latex primer & paint 0.00 0.00

2.36 13.40

0.01 0.06

Vynal Cladding (no air space) 0.11 0.62

1.62 9.20

Brick - fired clay 4" (102mm)^2 0.07 0.40

0.11 0.62

Foam board - Expanded polystyrene - 1" thk 0.88 5.00

0.11 0.62

GENERAL INFORMATION

Zone: 4 < 3000Compliance Path: PrescriptiveHeating Type: Forced airHeat - recovery unit: No

Min R Values (Without HRV):Foundation walls: RSI 1.99 (R 11.31)Foundation walls Below frost line: uninsulatedFoundation walls above frost line: RSI 1.96 (R 11.14)S.O.G. (integral footing) RSI 1.96 (R 11.14)Heated floors: RSI 2.32 (R 13.18)Heated floors RSI 2.32 (R 13.18)Unheated floors on permafrost: uninsulatedUnheated floors above frost line: RSI 1.96 (R 11.1)Exterior walls RSI 2.78 (R 15.78)Floors over unheated spaces: RSI 4.67 (R 26.52)Heated floors RSI 2.32 (R 13.17)Skylight Shafts RSI 2.78 (R 15.8)Cathedral Ceilings & Flat Roofs RSI 4.67 (R 26.5)Ceilings below attics RSI 6.91 (R 39.2)

Skylights 2.90UFenestration & Doors 1.80UDoor to garage RSI 1.1 (R 6.25)Access hatch RSI 2.6 (U 0.46)Front Doors USI 2.6 (U 0.46)Glass Block USI 2.9 (U 0.51)

TOTAL R 17.94 11.15

0.00 0.00

0.35 2.00

Building Wrap (60#) (Tyvek ThurmaWrap R5.0) 5.28 30.0

REQUIREMENTS

1. Ducts located outside the thermal enclosure are to be sealed and insulated tothe exterior wall insulation requirements.

2. Install dampers at air inlets and exhausts where required.3. Piping for heating or cooling systems is located within the thermal enclosure

or are fully insulated.4. HVAC equipment is located within thermal enclosure or designated to be

installed outside of thermal enclosure.5. Temperature controls are installed on heating and cooling equipment.6. Indoor pools are covered or have an HRV/dehumidifier.7. HVAC and SWH equipment meet minimum performance requirements

determined in Tables 9.36.3.10 and 9.36.4.2 of the B.C.B.C 20128. Service water heating and pipes are insulated at the inlet and outlet of

storage tanks.9. Service water heaters have temperature controls.10. Door manufacturers to ensure all exterior doors meet a minimum U value of

1.80.11. Skylight manufacturers to ensure all skylights meet a minimum U value of

2.90.

WALLS

0.1 0.56

1.70 9.65

ENERGY REQUIREMENTS

Concrete - 8" cast-in-place 0.092 0.52



2.58 14.65

3.00 17.03

Foam board - Extruded Polystyrene - 2" thk 1.76 10.00

0.11 0.62 based on 1.75" thickness

3.16

17.94

based on 150lb/FT^3 (R0.065/inch)



AW

-1055

SW

-3020

SW

-3001

2.0

11.37

Studs/Joists (2x6) @ 16"o/c w/ R19 batt insulation



Studs/Joists (2x6) @ 16"o/c w/ low density foam

Studs/Joists (2x6) @ 16"o/c w/ medium density foam


Plywood Sheathing - 5/8" thk 0.137 0.78



AW

-1009

2

2

2.91

16.53

AF

L-2

006

3.29 18.68

Studs/Joists (2x10) @ 16"o/c w/ R28 batt insulation 4.33 24.59

4.97

28.22

Plywood Sheathing - 3/4" thk 0.16 0.93

AR

O-2

251

WALL

Asphalt shingles 0.08 0.44

Wood shingles 0.17 0.97

4.77

27.12

FLOOR ROOF NOTES

AF

-2001

2.0

11.37

AR

O-2

252

10.04

57.06

EPDM membrane 0.88 5.00

6 MIL V.B. POLY TAPED AT ALL SEAMSAND ALL PENETRATIONS

SEALANT

1/2" GYPSUM WALL BOARD (0.08 RSI)

2x6 STUDS @ 16" o/c W/ R19BATT INSULATION

5/8" T&G PLYWOOD SHEATHING

TYVEK THERMAWRAP LE BUILDINGWRAP (AIR BARRIER) - CAULK AT ALLSEAMS AND WALL PENETRATIONS

2x6 SILL PLATE


LAP POLY 2" & TAPE W/SOLID BACKING BEHIND

5/8" GYPSUM BOARD


(2) LAYERS 60# BUILDING PAPER

CONC. SLAB-ON-GRADE

3/8" RAIN SCREEN

SIDING

METAL FLASHING

SEAL ALL PENETRATIONS THOURUGH TOP PLATES


SEALANT





2x6 SILL PLATE


LAP POLY 2" & TAPE W/ SOLIDBACKING BEHIND

5/8" GYPSUM BOARD


(2) LAYERS 60# BUILDING PAPER

CONCRETE WALL AS PER WALL SCHEDULE

3/8" RAIN SCREEN

SIDING

METAL FLASHING

CONCRETE PATIO

SEAL ALL PENETRATIONSTHOURUGH TOP PLATES






2x6 SILL PLATE

AIRTIGHT SEALANT

5/8" GYPSUM BOARD


3/8" RAIN SCREEN

SIDING

METAL FLASHING

2x10 CF TRIM BOARD

METAL FLASHING




R20 BATT INSULATION MIN 12"AROUND PERIMETER




SEALANT





2x6 SILL PLATE



5/8" GYPSUM BOARD


CONCRETE WALL AS PER WALL SCHEDULE

3/8" RAIN SCREEN

SIDING

METAL FLASHING

8"

MIN

SEALANT

PLATE FOAM

SEALANT

ENSURE FLOOR PERIMETER R-VALUEEQUALS OR EXCEEDS WALL VALUE REQ'TS


LIVINGSPACE UNCONDITIONED

SPACE (GARAGE)

THERMAL BRIDGE

OPTIONAL CONTINUOUS RIGIDINSULATION UNDER GARAGE SLAB

FOUNDATION WALLS AS PERFOUNDATION PLAN

GARAGE WALLINSULATION IS OPTIONAL

HEATEDBASEMENT

EXTERIOR

FLASHING ON TOPOF STRAPPING

PERFORATED SOFFIT

VINYL "J"

BUG SCREEN

10MM MIN. SPACEFOR VENTING

3/8" MIN. STRAPPING

6 MIL V.B. POLY TAPED AT ALLSEAMS AND ALLPENETRATIONS

AIRTIGHT SEALANT

6 MIL V.B. POLY TAPED AT ALLSEAMS AND ALLPENETRATIONS

AIRTIGHT SEALANT

TYVEK THERMAWRAP LEBUILDING WRAP (AIRBARRIER) - CAULK AT ALLSEAMS AND WALLPENETRATIONS

AIRTIGHT SEALANT

BUG SCREEN

TYVEK THERMAWRAP LEBUILDING WRAP (AIRBARRIER) - CAULK AT ALLSEAMS AND WALLPENETRATIONS

3/8" MIN. STRAPPING

SHEET NUMBER:

[email protected]

DATE:


604.824.2774

DRN:

PR

OJE

CT

:

PROJECT:

TITLE:

JG



DATE PRINTED:

CLIENT ADDRESS:

DESIGNER:

Am

bste

p H

om

es


45905 C

ollin

s D

rive, B

C

17/04/2015 9:36:58 AM

a6.1

P15016

energy efficiencyrequirements

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April 17, 2015

1 1/2" = 1'-0"

1 WALL ASSEMBLY A 1 1/2" = 1'-0"

2 WALL ASSEMBLEY B 1 1/2" = 1'-0"

3 WALL ASSEMBLEY C 1 1/2" = 1'-0"

4 WALL ASSEMBLEY D

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3/4" = 1'-0"

6 FOUNDATION OVER UNHEATED SPACE

1 1/2" = 1'-0"

5 CANTILEVERED FLOOR SECTION

SHEET NUMBER:

[email protected]

DATE:


604.824.2774

DRN:

PR

OJE

CT

:

PROJECT:

TITLE:

JG



DATE PRINTED:

CLIENT ADDRESS:

DESIGNER:

Am

bste

p H

om

es


45905 C

ollin

s D

rive, B

C

17/04/2015 9:37:07 AM

a7.1

P15016

3d floor plans

issu

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April 17, 2015

KEYNOTE LEGEND

# DESCRIPTION

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FOUNDATION 3D VIEW MAIN FLOOR 3D VIEW

UPPER FLOOR 3D VIEW ROOF 3D VIEW

revision schedule no: drn chk date description · revision schedule no: drn chk date description...

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