pbdanasdatadrawings 0 8 goshulak sitkalot 29 8 lot 29 (1

3.45

953

Airp

ort R

dC

hilliw

ack

Brit

ish

Col

umbi

aV

2P 1

A3

t. 60

4 79

2 08

26f.

604

792

0856

build

ing

desi

gn a

ssoc

iate

s ltd

.

got q

uest

ions

?G

os

hu

lak

Co

ns

tru

ctio

nLo

t 29

- 926

7 S

itka

Pla

ce, C

hilli

wac

k, B

.C.

Aug

13,

201

8

PROJECT INFORMATIONSEISMIC DESIGN

PER PART 9 BCBC 2012

FOUNDATION DESIGN

PER PART 9 BCBC 2012

FIRE SUPPRESSION DESIGN

WITHIN 10 MINUTE FIRE RESPONSE AREA, NO SPRINKLERING

CIVIL/GEOTECH DESIGN

N/A

SEPTIC DESIGN

N/A

FLOOD PROOFING

FLOOD PROOFING (m) PROP. 12.1 MIN. 12.1

A. NOTES

1. THESE DRAWINGS AND THE IDEAS CONTAINED IN THEM ARE, AND REMAIN, THE EXCLUSIVE PROPERTY OF PRECISION ASSOCIATES.

2. THE BUILDER SHALL CHECK AND VERIFY ALL DRAWINGS AND DIMENSIONS FOR ACCURACY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES TO PRECISION ASSOCIATES.

3. 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 (DECEMBER 2012 EDITION) AND ALL ADDENDA THERETO, AS WELL AS ANY APPLICABLE LOCAL BYLAWS.

5. THE BUILDER SHALL TAKE PRECAUTIONS AS OUTLINED BY THE CANADIAN CONSTRUCTION SAFETY CODE TO ENSURE THE PUBLIC'S SAFETY DURING CONSTRUCTION.

6. THE BUILDER SHALL TAKE ADEQUATE PRECAUTIONS TO STORE MATERIALS PROPERLY ON SITE TO SAVE THEM FROM DAMAGE.

7. 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 AUTHORITY HAVING JURISDICTION.

B. SITE WORK

1. SLOPE ALL FINISHED GRADES AWAY FROM THE BUILDING AT A MINIMUM OF 1% TO FACILITATE RUN-OFF OF SURFACE WATER.

2. DO NOT DRAIN SURFACE WATER ONTO ADJACENT PROPERTIES.3. GRADED SLOPES SHALL NOT EXCEED THE NATURAL ANGLE OF REPOSE FOR

THE TYPE OF MATERIAL BEING USED UNLESS APPROVED COUNTERACTING MEASURES ARE UNDERTAKEN.

C. FOUNDATIONS

1. FOOTINGS SHALL REST ON SUITABLE BEARING BELOW FROST PENETRATION DEPTH (18")

2. ALLOW OPENINGS IN FOUNDATIONS FOR SERVICES AS REQUIRED, CONFIRM BEFORE POURING CONCRETE.

3. DO NOT BACKFILL BEFORE FLOOR JOISTS AND SUBFLOORING ARE SECURELY IN PLACE, NOR BEFORE CONCRETE HAS REACHED IT'S 28 DAY STRENGTH.

4. ANCHOR ALL PLATES TO FOUNDATION WITH 5/8 DIAM. X 8" LONG STEEL ANCHOR BOLTS.

5. PROTECT WOOD MEMBERS IN CONTACT WITH CONCRETE WITH A 45 lb. DAMP PROOFING COURSE OR A LAYER OF 6 mil. POLY.

6. FOUNDATION WALLS ENCLOSING INTERIOR SPACE SHALL HAVE 2 COATS OF APPROVED WATERPROOFING COMPOUND APPLIED TO THE EXTERIOR FACE BELOW FINISHED GRADE LEVEL.

7. FOUNDATION WALL AND FOOTING CONCRETE STRENGTH TO BE MIN 15 MPa, GARAGE FLOORS- MIN 32 MPa, AND SLABS- MIN 20 MPa.

GENERAL NOTES

D. FRAMING

1. FRAMING LUMBER SHALL BE #2 OR BETTER. DOUGLAS FIR UNLESS NOTED OTHERWISE.

2. FRAMING METHODS AND PROCEDURES SHALL CONFORM TO SECTION 9.23 B.C. BUILDING CODE.

3. ALL EXPOSED LUMBER SHALL BE PRESSURE TREATED OR OTHERWISE PROTECTED WITH AN APPROVED PRESERVATIVE COMPOUND, TOUCH UP ALL SAWCUTS, SPLITS, ETC.

4. DOUBLE UP FLOOR JOISTS UNDER PARTITIONS AND CABINETS, AND SECURE FLUSH FRAMED WOOD MEMBERS WITH APPROVED METAL FRAMING ANCHORS.

5. PLYWOOD SUBFLOORING TO BE GLUED AND SCREWED TO ITS SUPPORTING JOIST STRUCTURE.

6. INSTALL 2" x 2" CROSS BRIDGING BETWEEN JOISTS AT 7'-0' MAX CENTERS. WHERE ONLY ONE ROW IS REQUIRED LOCATE AT MID SPAN.

7. STAIR CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE B.C. BUILDING CODE.

E. DOORS AND WINDOWS

1. EXTERIOR ACCESS DOORS, AND ASSOCIATED FRAMING SHALL BE INSTALLED IN CONFORMANCE WITH SECTIONS 9.6.4, 9.6.5, AND 9.6.6 OF THE B.C.B.C. 2012.

2. INSTALL SHEET METAL FLASHING OVER ALL UNPROTECTED OPENINGS IN EXTERIOR WALLS.

3. CAULK AROUND ALL OPENINGS IN EXTERIOR WALLS.4. BEDROOM DOORS MUST BE UNDERCUT 12mm FOR CROSS VENTILATION5. ALL WINDOWS ANS DOORS TO HAVE A U-VALUE OF 1.80 IN ZONE 4.

F. INSULATION AND VAPOUR BARRIER(PRESCRIPTIVE PATH U.N.O.)

1. BUILDING HAS BEEN DESIGNED FOR CLIMATE ZONE 4 2. INSULATION VALUES TO BE OBTAINED FROM SECTION 9.36.2.5 IN THE B.C.

BUILDING CODE3. THERMAL CHARACTERISTICS OF ALL ASSEMBLIES TO BE DESIGNED TO COMPLY

WITH SECTION 9.36.2.6 - 9.36.2.9 IN THE B.C.B.C. 2012.4. CARBON MONOXIDE (CO) ALARMS SHALL CONFORM TO 9.32.4.2. IN THE B.C.B.C.

2012

G. HEATING AND VENTILATION(PRESCRIPTIVE PATH U.N.O.)

1. INSTALL SCREENED COVERS TO ALL VENTS, DUCTS, ETC. DESIGNED TO PREVENT ENTRY OF DEBRIS, INSECTS, BIRDS, OR RAIN.

2. INSTALL SCREENS TO CONNECTIONS BETWEEN GUTTERS AND DOWNSPOUTS (OR ROOF AND DRAINS) TO PREVENT ENTRY OF DEBRIS.

3. ALL SOFFITS, WHERE < 1.2m FROM THE PROPERTY LINE, ARE TO BE SOLID HARDIE PANEL NON-VENTED SOFFITS. AS PER B.C. BUILDING CODE, SECTION 9.10.14.5.(9),(10),(11)

4. A CONTINUOUS AIR BARRIER SYSTEM SHALL BE CONSTRUCTED AS PER B.C.B.C. 2012 9.36.2.9.

5. HVAC EQUIPMENT AND COMPONENTS MUST BE LOCATED WITHIN THERMAL ENCLOSURE, OR DESIGNED TO BE INSTALLED OUTSIDE OF THERMAL ENCLOSURE AND, MUST COMPLY WITH PERFORMANCE REQUIREMENTS AS PER B.C.B.C. 2012 TABLE 9.36.3.10 & TABLE 9.36.4.2.

6. DUCTS LOCATED OUTSIDE THE THERMAL ENCLOSURE ARE TO BE SEALED AND INSULATED TO THE EXTERIOR WALL INSULATION REQUIREMENTS.

7. PRINCIPAL EXHAUST FAN MUST BE DESIGNED TO RUN CONTINUOUSLY 24 HOURS A DAY, AND THE AIR-FLOW RATE MUST COMPLY WITH TABLE 9.32.3.5. IN THE B.C.B.C. 2012.

8. A PRINCIPLE VENTILATION SYSTEM IS REQUIRED AS PER B.C.B.C. 2012 9.32.1.29. PRINCIPAL VENTILATION SYSTEM SUPPLY AIR

• FORCED-AIR HEATING SYSTEM AIR DISTRIBUTION AS PER B.C.B.C. 2012 FIGURE A-9.32.3.4.(2)• FORCED-AIR HEATING SYSTEM WITH HEAT RECOVERY VENTILATOR SUPPLY AIR DISTRIBUTION AS PER B.C.B.C. 2012 FIGURE A-9.32.3.4.(3)• HEAT RECOVERY VENTILATOR SUPPLY AIR DISTRIBUTION AS PER B.C.B.C. 2012 FIGURE A-9.32.3.4.(4)• CENTRAL RECIRCULATION SYSTEM SUPPLY AIR DISTRIBUTION AS PER B.C.B.C. 2012 FIGURE A-9.32.3.4.(5)(b)(i) OR FIGURE A-9.32.3.4.(5)(b)(ii)• PASSIVE SUPPLY AIR DISTRIBUTION AS PER B.C.B.C. 2012 FIGURE A-9.32.3.4.(6)

10. HEATED CRAWL SPACE VENTILATION• HEATED BY A DUCTED FORCED-AIR HEATING SYSTEM AS PER B.C.B.C. 2012 9.32.3.7.(1)• HEATED OTHER THAN BY A DUCTED FORCED-AIR HEATING SYSTEM AS PER B.C.B.C. 2012 9.32.3.7.(2)• AIR-TRANSFER GRILLE AS PER B.C.B.C. 2012 9.32.3.7.(3)• WHERE A DEDICATED EXHAUST FAN IS INSTALLED, IT SHALL CONFORM TO B.C.B.C. 2012 9.32.3.7.(4)• WHERE A CRAWL SPACE IS DIVIDED INTO 2 OR MORE COMPARTMENTS, EACH HEATED COMPARTMENT SHALL CONFORM TO B.C.B.C. 2012 9.32.3.7.(5)

11

66

H

H

A

A

5

E

4

B

HATCHED AREA DENOTES SOLID, NON-VENTED, NON COMBUSTIBLE SOFFITS WITHIN 1.2m SETBACK

DR

IVE

WA

Y / LA

ND

SC

AP

ING

AS

PE

R

OW

NE

R / B

UI LD

ER

SP

EC

IF ICA

TION

S

17.91 mNON-COMBUSTIBLE CLADDING WITHIN 1.2m SETBACK PER

9.10.15.5.(7) BCBC PER ASSEMBLY

HATCHED AREA DENOTES SOLID, NON-VENTED, NON

COMBUSTIBLE SOFFITS WITHIN 1.2m SETBACK

4.50 m

1.50 m

6.00 m

2.50 m

1.50 m

6.62 m 17.83 m 6.00 m

30.45 m

29.15 m1.30 m

6.63 m 2.51 m 11.66 m 3.66 m 4.70 m

10.5

0 m

1 .50

m

1 .2 0 m

6.3

2 m2. 9

8 m

0.0

7 m

12. 0

0 m

1 .2 0 m

4.2

7 m5.1 1 m

1 .43 m

GARAGE

FOOTPRINT OF PROPOSED RESIDENCE

PRECISION PLAN: PN3568

4.5

m F

RO

NT

SE

TBA

CK

1.5m

FR

ON

T S

ETB

AC

K P

OS

T R

ED

UC

TIO

N

6.0

m R

EA

R S

ETB

AC

K

1.5m

RO

OF

SE

TBA

CK

RE

DU

CTI

ON

2.5

m S

ETB

AC

K R

ED

UC

TIO

N1.2m SIDE SETBACK

1.2m SIDE SETBACK

6.73 m

12.67 m

9.25 m

13.9

7 m

6.00 m

11.0

7 m

12.16 m

6.12 m

N

S I

T K

A

P L

A C

E

LOT

29

N/A

RLL SETBACK (m) PROP. 6 MIN. 6ISLL SETBACK (m) PROP. 1.2 MIN. 1.2ESLL SETBACK (m) PROP. 3 MIN. 3RAILWAY SETBACK (m) PROP. N/A MIN. N/ATRANS-CANADA SETBACK (m) PROP. N/A MIN. N/ASUPPLEMENTARY SETBACK (m) PROP. N/A MIN. N/A

LOT SIZE (m²) PROP. 363.5 MIN. 360(4) LOT DIMENSIONS

LOT WIDTH (m) PROP. 13.5 MIN. 12LOT DEPTH (m) PROP. 30.5 MIN. 25

(5) DENSITYDENSITY PROP. SFD MAX. SFD

WATERCOURSES (m) PROP. N/A MIN. N/A(9) SITING

SITING PROP. N/A MIN. N/A(10) BUILDING HEIGHT

BUILDING HEIGHT (m) PROP. 7.91 MIN. 10(11) PARKING

(6) LOT COVERAGELOT COVERAGE (%) PROP. 45.95% MAX. 50.00%

(7) FLOOR AREA RATIOFLOOR AREA RATIO (%) PROP. 63.90% MAX. 75.00%

(8) SETBACKSFLL SETBACK (m) PROP. 4.5 MIN. 4.5

OFF STREET PARKING PROP. 4 MIN. 2 PER DU(12) OFF STREET LOADING

OFF STREET LOADING PROP. N/A MIN. N/A(13) AMENITY AREA

AMENITY AREA PROP. N/A MIN. N/A(14) FENCING/SCREENING/LANDSCAPING

ZONING ANALYSIS (R3)(1) DESCRIPTION

SMALL LOT ONE FAMILY RESIDENTIAL(2) PERMITTED USES

SFD(3) LOT SIZE

FENCING/SCREENING/LANDSCAPING N/A N/A(15) SIGNS

SIGNS PROP. N/A MIN. N/A(16) SPECIAL REGULATIONS

N/A

VARIANCE REQUESTS

project.

scale.

designed/checked.

drafted.

date.

sheet.

proj

ect.

draw

ing

title

.

AS SHOWN

build

ing

desi

gn a

ssoc

iate

s ltd

.

3.45953 Airport RdChilliwack

British ColumbiaV2P 1A3

t. 604.792.0826f. 604.792.0856

copyright reserved

got questions?

A1

PN3373

C.STAM /K.WELSH

K.WELSH /C.HILDEBRANDT

Aug 13, 2018

Gos

hula

k C

onst

ruct

ion

Lot 2

9 - 9

267

Sitk

a Pl

ace,

Chi

lliwac

k,B.

C.

Con

stru

ctio

n P

erm

it D

raw

ings

Site

Pla

n, Z

onin

g &

Proj

ect D

ata,

Gen

eral

Not

es

1 : 100SITE PLAN

no.

issu

e/re

visi

ons

date

THERMAL BREAK IF INSULATED

STUD WALL, INSULATION & SIDING AS PER ASSEMBLIES

FOUNDATION WALL AS PER ASSEMBLIES

OPTIONAL CONTINUOUS RIGID INSULATION UNDER GARAGE SLAB

INSULATION IN GARAGE WALLS IS OPTIONALUNCONDITIONED

SPACE(GARAGE)

LIVING SPACE

LIVING SPACE

FLOOR AS PER ASSEMBLIES

EXTERIOR

BOX DOWN CEILING AS REQ. TO MAINTAIN INSULATION VALUES UNDER PLUMBING

3.5" SPRAY FOAM INSULATION (R-20)

2" Ø PLUMBING VENT PIPE OR ELECTRICAL PANEL(ELECTRICAL PANEL MAY REQUIRE WALL TO BE FURRED-IN)

ABOVE GRADE LIVING

SPACE

EXTERIOR

FIGURE A-9.32.3.4.(2) FORCED-AIR HEATING SYSTEM SUPPLY AIR DISTRIBUTION

PRINCIPAL VENTILATION EXHAUST FAN TO BE PROVIDED AT A RATE OF 35 L/s FOR 234m² FLOOR AREA AND 5 BEDROOMS AS PER BCBC2012 TABLE 9.32.3.5

PRINCIPAL VENTILATION SYSTEM

EXHUAST FANSEE TABLE 9.32.3.5

PROVIDE SUPPLY AIR TO EACH BEDROOM AND EACH FLOOR LEVEL

WITHOUT A BEDROOMFURNACE

AIR RETURN

SUPPLY AIR

INLET

FORCED AIR

HEATING -FURNACE

CABINET

A TO C - NO MORE THAN 4.5m IN LENGTHB TO C - NO LESS THAN 3.0m IN LENGTH

CEILING BELOW ATTIC ASSEMBLY:

(R-40) 356mm (14”) LOOSE FILL, GLASS FIBER INSULATION, 2x4 BOTTOM CHORD @24” o/c:NOMINAL RSI = 7.04EFFECTIVE RSI = 6.67OTHER BUILDING ENCLOSURE LAYERS THAT CONTRIBUTE TO EFFECTIVEINSULATION:1. EXTERIOR AIR FILM = 0.032. 5/8” GYPSUM CEILING BOARD = 0.103. INTERIOR AIR FILM = 0.11TOTAL EFFECTIVE INSULATION VALUE = RSI 6.91MINIMUM EFFECTIVE THERMAL RESISTANCE FOR CEILINGS BELOW ATTICS = RSI 6.91

ABOVE GRADE EXTERIOR WALL ASSEMBLY:

R-22 BATT INSULATION IN 2x6 WOOD FRAMING @ 16” o/c:NOMINAL RSI = 3.34EFFECTIVE RSI = 2.36OTHER BUILDING ENCLOSURE THAT CONTRIBUTE TO EFFECTIVE INSULATION:1. EXTERIOR AIR FILM = 0.032. CLADDING (HARDIE PLANK) = 0.0233. RAIN SCREEN = 0.164. ½” PLYWOOD SHEATHING = 0.115. ½” GYPSUM WALL BOARD = 0.086. INTERIOR AIR FILM = 0.12TOTAL EFFECTIVE INSULATION VALUE = RSI 2.883MINIMUM EFFECTIVE THERMAL RESISTANCE FOR ABOVE GRADE EXTERIOR WALLS =RSI 2.78

WOOD FLOORS OVER UNHEATED SPACES:

R-28 BATT INSULATION IN 2x10 WOOD FRAMING @ 16” o/c:NOMINAL RSI = 4.93EFFECTIVE RSI = 4.14OTHER BUILDING ENCLOSURE LAYERS THAT CONTRIBUTE TO EFFECTIVEINSULATION:1. INTERIOR AIR FILM = 0.122. 5/8” PLYWOOD SUBFLOOR = 0.143. ¾” AIR BARRIER = 0.184. 5/8” GYPSUM CEILING BOARD = 0.105. EXTERIOR AIR FILM = 0.03

TOTAL EFFECTIVE INSULATION VALUE = RSI 4.71MINIMUM EFFECTIVE THERMAL RESISTANCE FOR WOOD FLOORS OVER UNHEATEDSPACE = RSI 4.67

RSI ASSEMBLY VALUESUNHEATED CONCRETE SLAB ABOVE FROST LINE:

2.5” RIGID INSULATION:NOMINAL RSI = 2.1OTHER BUILDING ENCLOSURE LAYERS THAT CONTRIBUTE TO EFFECTIVE INSULATION:1. INTERIOR AIR FILM = 0.162. 4” CONCRETE SLAB = 0.04TOTAL EFFECTIVE INSULATION VALUE = RSI 2.3MINIMUM EFFECTIVE THERMAL RESISTANCE FOR UNHEATED CONCRETE SLAB ABOVE FROST LINE = RSI 1.96

BELOW GRADE WALL ASSEMBLY:

2” XPS INSULATION OVER 8” CONC. FDN WALLSNOMINAL RSI = 1.76EFFECTIVE RSI = 1.82OTHER BUILDING ENCLOSURE THAT CONTRIBUTE TO EFFECTIVE INSULATION:1. DAMPPROOFING 2. INTERIOR AIR FILM RSI = 0.33TOTAL EFFECTIVE INSULATION VALUE = RSI 2.15MINIMUM EFFECTIVE THERMAL RESISTANCE FOR BELOW GRADE EXTERIOR WALLS = RSI 1.99

1.) FOUNDATION TO SILL PLATE AND RIM JOISTS

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 WITH AN AIR BARRIER MATERIAL

2.) INTERIOR WALL INTERFACE

INTERIOR WALLS THAT MEET EXTERIOR WALLS OR CEILINGS WITH AN INTERIOR PLANE OF AIR TIGHTNESS MUST BE MADE AIRTIGHT BY EITHER SEALING ALL JUNCTIONS BETWEEN THE STRUCTURAL COMPONENTS, COVERING THE STRUCTURAL COMPONENTS WITH AN AIR BARRIER MATERIAL, OR MAINTAINING THE CONTINUITY OF THE AIR BARRIER SYSTEM THROUGH THE INTERIOR WALL

3.) RIM JOIST

ALL JOINTS AT THE RIM JOIST ASSEMBLY MUST BE MADE AIRTIGHT BY SEALING ALL JOINTS AND JUNCTIONS BETWEEN THE STRUCTURAL COMPONENTS, OR COVERING THE STRUCTURAL COMPONENTS WITH AND AIR BARRIER MATERIAL.

4.) CANTILEVERED FLOOR

CANTILEVERED FLOORS AND FLOORS OVER UNHEATED SPACES/EXTERIOR SPACE MUST BE MADE AIRTIGHT BY SEALING ALL JOINTS AND JUNCTIONS BETWEEN STRUCTURAL COMPONENTS AND/OR COVERING THE STRUCTURAL COMPONENTS WITH AN AIR BARRIER MATERIAL AND SEALING IT TO THE ADJACENT AIR BARRIER MATERIAL

5.) WINDOW HEAD

THE INTERFACE BETWEEN WINDOW HEAD/JAMB AND WALL ASSEMBLY MUST BE MADE AIRTIGHT BY SEALING ALL JOINTS AND JUNCTIONS BETWEEN THE AIR BARRIER IN THE WALL AND WINDOW. THE REQUIREMENT ALSO APPLIES TO DOORS AND SKYLIGHTS

6.) WINDOW SILL

THE INTERFACE BETWEEN WINDOW SILL AND WALL ASSEMBLY MUST BE MADE AIRTIGHT BY SEALING ALL JOINTS AND JUNCTIONS BETWEEN THE AIR BARRIER MATERIAL IN THE WALL AND THE WINDOW. THE REQUIREMENT ALSO APPLIES TO DOORS AND SKYLIGHTS

7.) MECHANICAL FLUES AND CHIMNEYS

STEEL-LINED CHIMNEYS THAT PENETRATE THE BUILDING ENVELOPE MUST BE MADE AIRTIGHT BY BLOCKING THE VOID BETWEEN REQUIRED CLEARANCES FOR METAL CHIMNEYS AND SURROUNDING CONSTRUCTION WITH SHEET METAL AND SEALANT CAPABLE OF WITHSTANDING HEAT

8.) PLUMBING STACKS

PLUMBING VENT STACK PIPES THAT PENETRATE THE BUILDING ENVELOPE MUST BE MADE AIRTIGHT BY EITHER SEALING THE AIR BARRIER MATERIAL TO THE VENT STACK PIPE WITH A COMPATIBLE MATERIAL OR SHEATHING TAPE, OR INSTALLING A RUBBER GASKET OR PREFABRICATED ROOF FLASHING AT THE PENETRATION OF THE PLANE OF AIRTIGHTNESS AND SEALING IT TO THE TOP PLATE

9.) SKYLIGHTS

THE INTERFACE BETWEEN THE SKYLIGHT AND WALL ASSEMBLY MUST BE MADE AIRTIGHT BY SEALING ALL JOINTS AND JUNCTIONS BETWEEN THE AIR BARRIER MATERIAL IN THE WALL AND THE SKYLIGHT

10.) WALL TO CEILING

ALL JOINTS AT THE TRANSITION BETWEEN THE ABOVE GRADE WALL AND CEILING MUST BE MADE AIRTIGHT BY SEALING ALL JOINTS AND JUNCTIONS BETWEEN THE STRUCTURAL COMPONENTS AND/OR COVERING THE STRUCTURAL COMPONENTS WITH AND AIR BARRIER MATERIAL

11.) WALL VENTED DUCTS

DUCT PENETRATIONS THROUGH THE BUILDING ENVELOPE MUST HAVE AN AIRTIGHT SEAL

12.) ELECTRICAL PENETRATION IN WALL

ELECTRICAL PENETRATIONS IN WALLS, INCLUDING ELECTRICAL OUTLETS, WIRING, SWITCHED, AND RECESSED FIXTURES THROUGH THE PLANE OF AIRTIGHTNESS MUST BE AIRTIGHT. OPTIONS INCLUDE USING A COMPONENT THAT IS DESIGNED TO BE AIRTIGHT AND SEALING IT TO THE ADJACENT AIR BARRIER MATERIAL, OR BY COVERING THE COMPONENT WITH AN AIR BARRIER MATERIAL AND SEALING IT TO THE ADJACENT AIR BARRIER MATERIAL.

NOTES PERTAINING TO LEAKAGE PATHSAS PER SECTION 9.36.2.10

THERMAL BREAK

STUD WALL, INSULATION & SIDING AS PER ASSEMBLIES

FOUNDATION WALL AS PER ASSEMBLIES

CONTINUOUS RIGID INSULATION UNDER SLAB

project.

scale.

designed/checked.

drafted.

date.

sheet.

proj

ect.

draw

ing

title

.

AS SHOWN

build

ing

desi

gn a

ssoc

iate

s ltd

.



t. 604.792.0826f. 604.792.0856

copyright reserved

got questions?

A2

PN3373

C.STAM /K.WELSH


Aug 13, 2018

Gos

hula

k C

onst

ruct

ion

Lot 2

9 - 9

267

Sitk

a Pl

ace,

Chi

lliwac

k,B.

C.

Con

stru

ctio

n P

erm

it D

raw

ings

AS

HR

EA

Det

ails

& N

otes

1/2" = 1'-0"A2AD2 FLOOR OVER UNHEATED SPACE

1" = 1'-0"A2AD3 PLUMB./ELEC. PANEL

A2AD1 PRINCIPAL VENTILATION

1/2" = 1'-0"A2AD4 SLAB INSULATION

no.

issu

e/re

visi

ons

date

T.O. MAIN FLOOR

U/S TRUSSES

U/S MAIN FLOOR

T.O. LOWER FLOOR

1 653

T.O. ENTRY BEAM

2

T.O. LOWER WINDOWS

T.O. MAIN WINDOWS

OPTIONAL RIGID XPS INSULATION BELOW GARAGE SLABINSULATION TO BE CONTINUOUS BELOW SLAB ABOVE FROST PROTECTION

TRUSS WEB DESIGN BY MANUFACTURER

2' - 0"

2' - 0"

2' - 0"

8"

12"

7' -

11"

9' -

0 3

/4"

7' -

11"

9' -

0 3

/4"

11' -

0 3

/4"

HEEL

1' -

0"

MASTER BDRM

GARAGE

ENSUITE6

8

10

3

2

4

MIN. R-20 TO BE MAINTAINED WITHIN 1.2m OF BUILDING ENVELOPE

FCL (12.5m)

U/S OF BOXED UP TRUSS

11' -

0 3

/4"

HEEL

1' -

2 3/1

6"

2' - 6"

HEEL

8"

11' -

0 3

/4"

9' -

0 3

/4"

8"

12"

2' - 0"

TRUSS WEB DESIGN BY MANUFACTURER

BEAM TO BE TIMBER WRAPPED TO SPECIFIED DIMENSIONS

1' - 0"

1' -

6"

1

11

2

3

HEEL

1' -

0"

2' - 0"

3" 1' - 9"

1' -

5 9

/16

"3' -

4 1/8

"6

"

6"

20.00°

5' -

3 11/

16"

4" 4" 4"

1' - 0"

6"

4' -

9 11/

16"

5' -

3 11/

16"

1

1

6

6

H H

A A

F F

5

E

4

B

D D

C C

3

2

2

G G

SHADED AREA DENOTES MAIN

FLOOR

8" / 12"8" / 12"

8" /

12"

8" / 12"

8" / 12" 8" /

12"

8" / 12"

8" /

12"

8" /

12"

8" / 12"

8" /

12"

8" / 12"

8" /

12"

3" /

12"

2' - 0"

2' -

0"

2' - 0"

2' -

0"

2' -

0"

2' -

0"

2' - 0"

2' -

0"

2' -

0"

2' -

0"

2' -

0"

2' - 0"2' - 0"

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

2' -

0"

1' -

6"

2' - 0"

1' -

6"

1' -

6"




FUTURE SOLAR HOT WATER READY SOLAR

PANEL LOCATION (12.5’w x8’h)

project.

scale.

designed/checked.

drafted.

date.

sheet.

proj

ect.

draw

ing

title

.

AS SHOWN

build

ing

desi

gn a

ssoc

iate

s ltd

.



t. 604.792.0826f. 604.792.0856

copyright reserved

got questions?

A3

PN3373

C.STAM /K.WELSH


Aug 13, 2018

Gos

hula

k C

onst

ruct

ion

Lot 2

9 - 9

267

Sitk

a Pl

ace,

Chi

lliwac

k,B.

C.

Con

stru

ctio

n P

erm

it D

raw

ings

Sect

ions

, Ass

embl

ies

ASSEMBLIES1 MAIN ROOF

30 yr. PROFILED FIBERGLASS/LAMINATE SHINGLE ROOF15# BUILDING PAPER OVER ENTIRE ROOF SURFACE1/2" PLYWOOD SHEATHING c/w H-CLIPS AS REQ'DENGINEERED TRUSSES @ 24" o/c1:300 ATTIC VENTILATION (PLASTIC RIDGE VENTS)R-40 LOOSE FILL ATTIC INSULATION6mil POLY VB ON WARM SIDE5/8" GYPSUM BOARD CEILINGS FINISHED

2 FASCIA

5" PRE-FINISHED ALUMINUM GUTTER2x8 FASCIA BOARDVENTED VINYL SOFFITSNON VENTED, NON COMBUSTIBLE SOFFIT REQUIRED WITHIN 1.2m SETBACKSGABLE ENDS: 1x4 ON 2x10 FASCIA PAINTED

3 EXTERIOR WALLS

REFER TO ELEVATIONS FOR SIDINGVERTICAL P.T. 1x2 FURRING STRIPS @ 12" o/c (RAINSCREEN)30# BUILDING PAPER1/2" PLYWOOD OR OSB SHEATHING2x6 STUDS @ 16" o/cPLACE 2/2x10 HEADER OVER OPENINGS UNLESS NOTED OTHERWISER20 BATT INSULATION6mil POLY VB ON WARM SIDE1/2" GWB FINISHEDMOULDINGS/BASE/CROWN/TRIM TO OWNER/BLDR SPEC'S

4 EXTERIOR FOUNDATION WALLS

SILL GASKET5/8" x 10"l A.B'S @ 6'-0" o/cASPHALT EMULSION ON 8"x48" FOUNDATION WALLS2" RIGID INSULATION LINER ON INSIDE20"w x 8"dp CONCRETE FOOTINGWITH 2/10m BARS CONTINUOUSPLACE ON UNDISTURBED SOIL FREE OF FILL4" PVC RWL ON TOP OF FOOTINGS4" PERFORATED PVC AT BASE

5 INTERIOR BEARING WALLS (HATCHED)

2x4 (OR 2x6) STUDS @ 16" o/cDBL TOP AND SINGLE BOTTOM PLATESSILL GASKET5/8"x10"l A.B.'S @ 6'-0" o/c4"x6" CONCRETE CURB20"w x 8"dp CONCRETE FOOTINGWITH 2/10M BARS CONTINUOUS

6 INTERIOR WALLS

2x4 (OR 2x6) STUDS @ 16" o/c WITH DBL TOP AND SINGLE BOTTOM PLATESR-12 BATT INSULATION AROUND BATHROOMS AND LAUNDRY ROOM1/2" GWB FINISHEDMOULDINGS/BASE/CROWN/TRIM TO OWNER/BLDR SPEC'S

7 POINT LOADS

SOLID 4/2x6 (OR 2x4) STUDS FROM LOAD TO TOP OF FDN WALLREFER TO PAD FOOTING SCHEDULE FOR FOOTING SIZES

8 WOOD FLOOR

5/8" T&G PLYWOOD GLUED/SCREWED2x10 SPF FLOOR JOISTS @ 16" o/c2x2 CROSS BRIDGING AT MID-SPAN UNLESS ENG. BRIDGING SPECIFIEDDOUBLE RIM JOISTS PARALLEL WITH EXTERIOR/ INTERIOR LOAD BEARING WALLS5/8" GYPSUM BOARD CEILINGS FINISHED

9 BASEMENT FLOOR

4" CONCRETE SLABON 6mil POLY VB2.5" RIGID XPS INSULATION TO MIN. 48" INSIDE FDN WALL (CONTINUOUS IF ABOVEFROST PROTECTION LEVEL)MIN 6" COMPACTED GRANULAR FILL

10 GARAGE FLOOR

4" CONCRETE SLAB SLOPED 1% AWAYON 6mil POLYOPTIONAL - 2.5" RIGID XPS INSULATION TO MIN. 48" INSIDE FDN WALL (CONTINUOUSIF ABOVE FROST PROTECTION LEVEL)MIN 6" COMPACTED GRANULAR FILL

11 ROOF SUPPORT POSTS

8" or 10" sq. WOOD POST12" sq PLYWOOD COLUMN PAINTED48"h CONCRETE PEDESTALREFER TO PAD FOOTING SCHEDULE FOR FOOTING SIZES

12 DECK

WATERPROOF DECKING MEMBRANE TO CONFORM TO ROOFING STANDARDS PERBCBC 2012 (9.26.2.1.)3/4" T&G GPT PLYWOOD GLUED AND SCREWED2x10 GPT DECK JOISTS @ 16" o/c2x4 GPT BLOCKING @ MID SPANSLOPE AWAY 2% USING TAPER SAWN SLEEPERSCONT. FLASHING @ DECK/MAIN STRUCTURE TO CONFORM TO BCBC 2012 (9.26.4.)

1/4" = 1'-0"A3A CROSS SECTION

3/4" = 1'-0"A3D1 TYP. BRACKET DETAIL

no.

issu

e/re

visi

ons

date

1/4" = 1'-0"ROOF PLAN

x6' - 0" 7' - 3"LNDRY

x19' - 9" 22' - 6"GARAGE

x6' - 6" 5' - 9"MECH.

x9' - 0" 5' - 0"BATHRM

x7' - 0" 12' - 4"FOYER

x17' - 0" 8' - 3"COV. PATIO

x29' - 9" 14' - 0"REC RM

x12' - 6" 16' - 6"MASTER BEDRM

x7' - 3" 9' - 9"ENSUITE

x9' - 6" 5' - 0"WALK IN

x12' - 9" 11' - 0"BEDRM 2

x12' - 9" 11' - 0"BEDRM 3

x13' - 3" 11' - 0"KITCHEN

VAULT

x13' - 0" 11' - 3"DINING RM

VAULT

x17' - 0" 14' - 0"GREAT RM

VAULT

x17' - 0" 11' - 3"COV. PATIO

VAULT

x9' - 0" 5' - 0"BATHRM

1

1

6

6

H H

A A

F F

5

E

4

B

D

C C

3

16r UP

CO/SA

EF

CO/SA

D

WHWT

FURN.

34

"x6

0"

TUB

/SH

WR

FUTURE SOLAR HOT WATER READY

SYSTEM (2' x 4') c/w 2 50mm I.D. STRAIGHT CONDUIT RUNS TO

ACCESSIBLE ATTIC OR CAPPED AT ROOF

4040

40

40

36

80 20

20

20

20

6040

30

68

IN 8

' FR

AM

E

2668

30682

66

83068

2668

30

80

3080

STORAGE BELOW STAIRS

SHADED AREA DENOTES FLOOR OVER

LINE OF DECK OVER

2

G G

16'x8' OH DOOR ENG. HDR3/2x10 DROP BEAM

ENG. FLUSH BEAMENG. FLUSH

BEAM

EN

G. J

AC

KS

@

24

" o/c

2x10 FLR JST @ 16" o/cw/ 1'-6" CANTILEVER

2x1

0 F

LR

JST

@ 1

6" o

/c

2x1

0 F

LR

JST

@ 1

6" o

/c2

x10

FLR

JS

T @

16

" o/c

2/2

x10

FLU

SH

TR

IMM

ER

2x1

0 F

LR

JST

@ 1

6" o

/c2

x10

FLR

JS

T @

16

" o/c

2x1

0 F

LR

JST

@ 1

6" o

/c

3/2x10 FLUSH BEAM

ENG. DROP BEAM

3/2x12 DROP BEAM

2x1

0 G

.P.T

. DE

CK

JS

T @

16

" o/c

30' - 9"

14' - 0" 16' - 9"

7' - 0" 3' - 6" 7' - 0" 6' - 3"

58

' - 6

"

3' -

0"

8' -

3"

38

' - 3

"12

' - 0

"

2' -

0"

8' -

3"

15' -

1"

3' -

8"

2' -

7"

4' -

3"

7' -

0"

5' -

8"

3' -

0"

6' -

0"

3' -

0"

30' - 9"

1' - 0" 20' - 9" 10' - 0" 2' - 0"

10' - 6" 10' - 3" 1' - 0" 6' - 0" 3' - 0"

1' - 0" 3' - 0" 3' - 0" 3' - 0"

58

' - 6

"

10' -

6"

5' -

2"

6' -

6"

23' -

6"

2' -

0"

7' -

6"

3' -

8"

1' -

6"

2' -

9"

3' -

9"

4' -

3"

7' - 4" 6' - 4" 2' - 4" 4' - 9" 7' - 3" 2' - 9"

4' - 1" 13' - 0"

2/2

06

8

BE

NC

H

STORAGE

CONDUIT RUN FOR FUTURE SOLAR

WATER HEATER




1055 ft² LOWER FLOOR AREA INCLUDING STAIRS/EXCLUDING GARAGE

9

10

6

7

11

AA3

AA3

4' -

7"

10' -

6"

3' -

8"

4' -

3"

3' -

9"

3/2x10 FLUSH BEAM

36"h HANDRAIL BOTH SIDES

3/2x10 FLUSH BEAM

2x1

0 F

LR

JST

@ 1

6" o

/c2

x10

FLR

JS

T @

16

" o/c

ELECTRICAL PANEL LOCATION

3/2x10 FLUSH BEAM

9' - 8" 4' - 0"

7' - 0"

3' -

0"

12' -

10

"

1' - 5" 4' - 0" 10" 4' - 10" 2' - 9"

D D

AE

AAA

E

A

A

A A

A

F

A

G

H

I

A

JJ

I

H

G

F

A

2' - 0"

3/2x10 FLUSH BEAM

ENG GIRDER TRUSS

ENG COMMON TRUSS 24" o/c

EN

G D

RO

P B

EA

M

2' -

0"

1' -

9"

1' -

11"

1' - 6"

5' -

0"

4' -

6"

5' -

7"

E

ENG. JACKS @ 24" o/c

3/2x10 HDREAA

5' -

3"

5' -

3"

3' -

8"

2' -

0"

20

20

TR

AN

SO

M

5

5

3

5

11

77

EN

G. J

AC

KS

@

24

" o/c

1' -

0"

1' -

0"

1

1

6

6

H H

A A

F F

5

E

4

B

D D

C C

3

16r

DN

48"x48" TILE + GLASS

SHWR

CO/SA

EF CO/SA

CO/SA

EF

CO/SA

36"h GUARDRAIL

36"h HANDRAIL BOTH SIDES

DW

REF. PANTRY

34

"x6

0"

TUB

/SH

WR

6060

40

40

40

40

6070

2020

2020

20

20

40

40

20

20

2060606020603068 IN 8' FRAME

2668

2668

2668

166

8

2668

2668

26

68

26

68

2/2668

PRINCIPAL EXHAUST FAN SEE DETAIL ON A2

42"h GUARDRAIL TYP.

WALLS BELOW

ENG. SCISSOR TRUSS @ 24" o/c

ENG. COMMON TRUSS @ 24" o/c


EN

G. J

AC

KS

@

24

" o/c

2

G G

ENG. GIRDER TRUSS

ENG GIRDER TRUSS

ENG GIRDER TRUSS

3/2x12 DROP BEAM

3/2

x12 D

RO

P B

EA

M

2' - 0" 14' - 0" 15' - 9" 1' - 0" 2' - 0"

30' - 9"

7' - 0" 7' - 0" 3' - 10 1/2" 4' - 6" 4' - 6" 3' - 10 1/2"

2' -

0"

57'

- 0

"

1' -

0"

1' -

0"

8' -

3"

38

' - 3

"8

' - 6

"2'

- 0

"

6' -

3"

2' -

0"

5' -

0"

4' -

6"

5' -

7"

6' -

1"11'

- 4

"5' -

9"

1' -

9"

4' -

4"

5' -

8"

5' -

8"

3' -

9"

2' -

0"

8' -

6"

2' -

0"

30' - 9"

2' - 0" 2' - 6" 11' - 0" 7' - 3" 10' - 0"

5' - 6" 5' - 6" 5' - 3" 2' - 0"2' - 0"

8' - 0" 2' - 0" 2' - 0"

57'

- 0

"

23' -

0"

11' -

5"

5' -

4"

15' -

3"

2' -

0"

2' -

0"

16' -

4"

6' -

8"

5' -

8"

5' -

9"

15' -

1"

3' -

8"

2' -

5"

8' -

8"

2' -

8"

3' -

10

"10

' - 5

"

4' - 2" 9' - 4" 3' - 9" 2' - 4" 7' - 0" 4' - 2"

4' - 0" 1' - 6" 6"

DIRECT VENT NAT. GAS FIREPLACE - MODEL / MANTLE / SURROUND TO BUILDER / OWNER

SPECIFICATIONS

CONDUIT RUN FOR FUTURE SOLAR WATER HEATER

RANGE HOOD TO VENT TO EXTERIOR

PLUMBING TO RUN UP THROUGH FLOOR, ADD

FURRING WALL OR INSULATE AS PER

DETAIL ON A2




1445 ft² MAIN FLOOR AREA EXCLUDING STAIRS1055 ft² LOWER FLOOR AREA INCLUDING STAIRS/EXCLUDING GARAGE2500 ft² TOTAL FLOOR AREA

8

3

6 6

7

12

NON-COMBUSTIBLE CLADDING WITHIN 1.2m SETBACK PER 9.10.15.5.(7) BCBC PER ASSEMBLY

PLUMBING TO RUN UP THROUGH FLOOR, ADD FURRING WALL OR INSULATE AS PER DETAIL ON A2

AA3

AA3

3

2' - 0"

LIN

EN

4' - 0" 6' - 0"

EN

G G

IRD

ER

TR

US

S

ENG. COMMON TRUSS @ 24" o/c


4' -

0"

3' -

0"

0"

24"x36" ATTICACCESS

EN

G G

IRD

ER

TR

US

S

GREEN SHADED AREA DENOTES

10ft BOXED UP CEILING

ENG COMMON TRUSS @24" o/c

1' -

6"

BLUE SHADED AREA DENOTES 4:12 VAULTED

CEILING

1' -

6"

4:12 VAULT

4:12 VAULT

4:12 VAULT

4:12 VAULT

• ALL HEADERS IN EXTERIOR/INTERIOR BEARING WALLS TO BE 2/2x10, 3/2x10 OVER OPENINGS GREATER THAN 5'-0" WIDE UNLESS NOTED OTHERWISE

• DIMENSIONS ARE TAKEN FROM OUTER FACE OF PLYWOOD SHEATHING OR CONCRETE FOUNDATION TO CENTERLINE OF INTERIOR PARTITIONS OR EDGE OF FLOOR BELOW AND/OR ABOVE

• ALL DOORS LOCATED AT CENTER OF WALL OR WITH 4" FRAMED JAMB UNLESS NOTED OTHERWISE

PAD FOOTING STOREYS SPAN MIN. AREA LENGTH WIDTH DEPTHA 1 < 9' - 10" 4.3 ft² 2' - 1" 2' - 1" 0' - 10 1/2"B 2 < 9' - 10" 8.1 ft² 2' - 11" 2' - 11" 1' - 3 1/2"C 3 < 9' - 10" 10.9 ft² 3' - 4" 3' - 4" 1' - 6"

PAD FOOTING SCHEDULE

project.

scale.

designed/checked.

drafted.

date.

sheet.

proj

ect.

draw

ing

title

.

build

ing

desi

gn a

ssoc

iate

s ltd

.



t. 604.792.0826f. 604.792.0856

copyright reserved

got questions?

1/4" = 1'-0"

A4

PN3373

C.STAM /K.WELSH


Aug 13, 2018

Gos

hula

k C

onst

ruct

ion

Lot 2

9 - 9

267

Sitk

a Pl

ace,

Chi

lliwac

k,B.

C.

Con

stru

ctio

n P

erm

it D

raw

ings

Low

er F

loor

Pla

n, M

ain

Floo

r Pla

n

LOWER FLOOR PLAN MAIN FLOOR PLAND 2 15' - 9" 13 ft² 3' - 8" 3' - 8" 1' - 8"E 1 13' - 0" 6 ft² 2' - 5" 2' - 5" 1' - 0 1/2"F 1 29' - 8" 13 ft² 3' - 8" 3' - 8" 1' - 8"G 1 20' - 0" 9 ft² 3' - 0" 3' - 0" 1' - 4"H 1 19' - 8" 9 ft² 3' - 0" 3' - 0" 1' - 4"I 2 19' - 8" 16 ft² 4' - 1" 4' - 1" 1' - 10 1/2"J 2 16' - 0" 13 ft² 3' - 8" 3' - 8" 1' - 8"

no.

issu

e/re

visi

ons

date

1

1

6

6

H H

A A

F F

5

E

4

B

D D

C C

32

G G

22' -

10"

33' -

5"

3' -

9"

16' -

7"

3' -

0"

9' -

2"

2' -

6"

17' -

6"

6' -

0"

58

' - 6

" (25.2

% B

RA

CED

)

13' - 6"

14' - 0" (28.6% BRACED)

2' - 0" 10' - 0" 2' - 0"

6" 2' - 0" 11' - 6" 3' - 3" 1' - 6"

18' - 9" (28.0% BRACED)

8' -

9" (

45.7

% B

RA

CED

) 2' -

0"

4' -

3"

2' -

0"

6"

14' -

7"

23' -

2"

4' -

0"

7' -

10"

3' -

3"

15' -

8"

3' -

0"

4' -

6"

20' - 7 1/2"

2' - 6" 16' - 0" 3' - 0"

21' - 6" (25.6% BRACED)

6" 2' - 9" 7' - 9" 2' - 6" 13' - 9" 3' - 0" 2' - 0"

32' - 3" (25.6% BRACED)

6' - 2" 3' - 0" 2' - 10"

12' - 0" (25.0% BRACED)

12' -

6" (

26

.0%

BR

AC

ED

)

3' -

0"

3' -

3"

6' -

3"

38

' - 3

" (25

.5%

BR

AC

ED

)

10' - 4 1/2"

10' -

3"

17' - 6"

31' - 0"

8' -

3"

SHEATHING TO BE CONTINUOUS THROUGH FRAMING

1

1

6

6

H H

A A

F F

5

E

4

B

D D

C C

32

G G

22' -

10"

33' -

5"

3' -

9"

15' -

7"

3' -

6"

8' -

8"

3' -

6"

16' -

0"

4' -

0"

3' -

6"

58

' - 6

" (25.2

% B

RA

CED

)

13' - 6"

2' - 0" 10' - 0" 2' - 0"

14' - 0" (28.6% BRACED)

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

18' - 9" (25.3% BRACED)

2' -

3"

6' -

6"

8' -

9" (

25.7

% B

RA

CED

)

14' -

7"

23' -

2"

3' -

0"

8' -

10"

3' -

3"

15' -

8"

4' -

0"

3' -

6"

38

' - 3

" (25

.5%

BR

AC

ED

)

20' - 7 1/2"

2' - 6" 11' - 0" 3' - 0" 5' - 0"

21' - 6" (25.6% BRACED)

1' - 9" 3' - 0" 7' - 3"

12' - 0" (25.0% BRACED)

12' -

6" (

26

.0%

BR

AC

ED

)

2' -

9"

3' -

3"

6' -

6"

6" 2' - 9" 7' - 9" 2' - 6" 13' - 9" 3' - 0" 2' - 0"

32' - 3" (25.4% BRACED)

(6.9

6 m

)22

' - 10

"(10

.19 m

)33' -

5"

(9.45 m)31' - 0"

10' - 4 1/2"

10' -

3"

8' -

3 1/4

" 17' - 6"

BRACED WALL BAND WITH CENTRE LINE

BRACED WALLS

WOOD BRACED WALL PANEL (FRAME ON SIDE SHOWN)

GYPSUM WALL BOARD BRACED WALL PANEL (FRAME ON SIDE SHOWN)

• ALL PANEL LENGTHS SHOWN ARE MINIMUMS AND CAN BE INCREASED TO SUIT STUD SPACING

project.

scale.

designed/checked.

drafted.

date.

sheet.

proj

ect.

draw

ing

title

.

build

ing

desi

gn a

ssoc

iate

s ltd

.



t. 604.792.0826f. 604.792.0856

copyright reserved

got questions?

1/4" = 1'-0"

A5

PN3373

C.STAM /K.WELSH


Aug 13, 2018

Gos

hula

k C

onst

ruct

ion

Lot 2

9 - 9

267

Sitk

a Pl

ace,

Chi

lliwac

k,B.

C.

Con

stru

ctio

n P

erm

it D

raw

ings

Brac

ed W

all P

lans

LOWER FLOOR BRACED WALL PLAN MAIN FLOOR BRACED WALL PLAN25% BRACING REQUIRED THIS LEVEL 25% BRACING REQUIRED THIS LEVEL

FRAME PANEL THROUGH POST

no.

issu

e/re

visi

ons

date

BRACED WALLS CODE REVIEW

MAXIMUM DISTANCE BETWEEN CENTRE LINES OF ADJACENT BRACED WALL BANDS MEASURED FROM THE FURTHEST POINTS BETWEEN CENTRES OF THE BANDS

TABLE 9.23.13.5.SPACING AND DIMENSIONS OF BRACED WALL BANDS AND BRACED WALL PANELS

FORMING PART OF SENTENCES 9.23.13.4.(1) AND 9.23.13.5.(1)

SPACING AND DIMENSIONS OF BRACED WALL BANDS AND BRACED WALL PANELS(1)(2)(3)

SEISMIC AND WIND LOADS

0.70 < SA(0.2) < 1.0 1.0 ≤ SA(0.2) ≤ 1.2 OR0.80 ≤ HWP < 1.2 KPA

DESCRIPTION

MAXIMUM DISTANCE BETWEEN REQUIRED BRACED WALL PANELSMEASURED FROM THE EDGES OF THE PANELS

MAXIMUM DISTANCE FROM THE END OF A BRACED WALL BAND TO THE EDGE OF THE CLOSEST REQUIRED BRACED WALL PANEL

MINIMUM LENGTH OF INDIVIDUAL BRACED WALL PANELS:

PANEL LOCATED AT THE END OF A BRACED WALL BAND WHERE THE BRACED WALL PANEL CONNECTS TO AN INTERSECTING BRACED WALL PANEL

10.6m

6.4m

2.4m

600mm

7.6m

6.4m

2.4m

2) IN BASEMENTS OR CRAWL SPACES WHERE THE PERIMETER FOUNDATION WALLS EXTEND FROM THE FOOTINGS TO THE UNDERSIDE OF THE SUPPORTED FLOOR,BRACED WALL BANDS CONSTRUCTED WITH BRACED WALL PANELS SHALL BE SPACED NOT MORE THAN

A) 15 M FROM THE PERIMETER FOUNDATION WALLS,B) 15 M FROM INTERIOR FOUNDATION WALLS, ANDC) 15 M FROM ADJACENT BRACED WALL BANDS CONSTRUCTED WITH BRACED WALL PANELS.

3) PORTIONS OF THE PERIMETER OF A SINGLE OPEN OR ENCLOSED SPACE NEED NOT COMPLY WITH SENTENCE (1), WHEREA) THE ROOF OF THE SPACE PROJECTS NOT MORE THAN

I)3.5 M FROM THE FACE OF THE FRAMING OF THE NEAREST PARALLEL BRACED WALL BAND, ANDII)HALF THE PERPENDICULAR PLAN DIMENSION,

B) THAT PORTION OF THE PERIMETER STRUCTURE DOES NOT SUPPORT A FLOOR, ANDC) THE ROOF OF THE SPACE IS

I)INTEGRAL WITH THE ROOF OF THE REST OF THE BUILDING WITH FRAMING MEMBERS NOT MORE THAN 400 MM O.C., ORII)CONSTRUCTED WITH ROOF FRAMING NOT MORE THAN 400 MM O.C. FASTENED TO THE WALL FRAMING (SEE TABLE 9.23.3.4.

ANDARTICLE 9.23.9.1. FOR BALLOON FRAMING).4) WALLS IN DETACHED GARAGES AND IN ACCESSORY BUILDINGS SERVING A SINGLE DWELLING UNIT, AND THE FRONT WALL OF ATTACHED GARAGES SERVING A SINGLE DWELLING UNIT NEED NOT COMPLY WITH SENTENCE (1) WHERE THESE WALLS DO NOT SUPPORT A FLOOR.5) BRACED WALL PANELS IN THE BRACED WALL BAND AT THE FRONT OF AN ATTACHED GARAGE SERVING A SINGLE DWELLING UNIT NEED NOT COMPLY WITHSENTENCE (1), PROVIDED

A) THE MAXIMUM SPACING BETWEEN THE FRONT OF THE GARAGE AND THE BACK WALL OF THE GARAGE DOES NOT EXCEED 7.6 M,B) THERE IS NOT MORE THAN ONE FLOOR ABOVE THE GARAGE,C) NOT LESS THAN 50% OF THE LENGTH OF THE BACK WALL OF THE GARAGE IS CONSTRUCTED OF BRACED WALL PANELS, ANDD) NOT LESS THAN 25% OF THE LENGTH OF THE SIDE WALLS IS CONSTRUCTED OF BRACED WALL PANELS.

9.23.13.6. MATERIALS IN BRACED WALL PANELS

1) REQUIRED BRACED WALL PANELS SHALL BEA) CLAD WITH PANEL-TYPE CLADDING COMPLYING WITH SECTION 9.27. AND TABLE 9.23.3.4.,B) SHEATHED WITH PLYWOOD, OSB, WAFERBOARD OR DIAGONAL LUMBER SHEATHING COMPLYING WITH SUBSECTION 9.23.17. AND

TABLE 9.23.13.6., AND FASTENED IN ACCORDANCE WITH ARTICLE 9.23.3.5., ORC) FINISHED ON THE INTERIOR WITH A PANEL-TYPE MATERIAL IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 9.29. AND TABLE

9.23.13.6.

MINIMUM TOTAL LENGTH OF ALL BRACED WALL PANELS IN A BRACED WALL BAND

SUPPORTING 3 FLOORS, LIGHT CONSTRUCTION 75% OF LENGTH OF BRACED WALL BAND

SUPPORTING 2 FLOORS, HEAVY CONSTRUCTION(4) 75% OF LENGTH OF BRACED WALL BAND

SUPPORTING 2 FLOORS, LIGHT CONSTRUCTION 40% OF LENGTH OF BRACED WALL BAND

SUPPORTING 1 FLOOR, HEAVY CONSTRUCTION(4) 40% OF LENGTH OF BRACED WALL BAND

SUPPORTING 1 FLOOR, LIGHT CONSTRUCTION 25% OF LENGTH OF BRACED WALL BAND

NOT SUPPORTING A FLOOR 25% OF LENGTH OF BRACED WALL BAND

GYPSUM BOARD INTERIOR FINISH(1)

TABLE 9.23.13.6.MINIMUM THICKNESSES OF CLADDING, SHEATHING OR INTERIOR FINISH FOR BRACED WALL PANELS

FORMING PART OF SENTENCE 9.23.13.6.(1)

MINIMUM THICKNESS

WITH SUPPORTS 400 MM O.C.

WITH SUPPORTS 600 MM O.C.

PANEL-TYPE CLADDING, SHEATHING OR INTERIOR FINISH

SHEATHING COMPLYING WITH CAN/CSA-O325

OSB O-1 AND O-2 GRADES AND WAFERBOARD R-1 GRADE

PLYWOOD

DIAGONAL LUMBER

12.7mm 15.9mm

W16 W24

9.5mm 12.5mm

9.5mm 12.5mm

17mm 17mm

NOTES TO TABLE 9.23.13.6.:(1) SEE SENTENCES (5) AND (6). 2) EXCEPT AS PROVIDED IN SENTENCE (3), REQUIRED INTERIOR BRACED WALL PANELS SHALL BE

A) SHEATHED OR FINISHED ON BOTH SIDES WITH A WOOD-BASED MATERIAL, ORB) FINISHED ON BOTH SIDES WITH GYPSUM BOARD.

3) REQUIRED INTERIOR BRACED WALL PANELS OF WOOD-BASED MATERIAL MAY BE SHEATHED ON ONE SIDE ONLY, PROVIDEDA) THE SHEATHING MATERIAL IS PLYWOOD, OSB OR WAFERBOARD, ANDB) THE MAXIMUM SPACING OF FASTENERS ALONG THE EDGE IS HALF OF THE MAXIMUM SPACING SHOWN IN TABLE 9.23.3.5.B.

4) FOR STACKED BRACED WALL BANDS, WHERE THE CONSTRUCTION OF ANY ONE BRACED WALL PANEL IS REQUIRED TO BE OF A WOOD-BASED MATERIAL, A WOOD-BASED MATERIAL SHALL BE INSTALLED IN ALL THE REQUIRED BRACED WALL PANELS IN THAT BRACED WALL BAND.5) GYPSUM BOARD INTERIOR FINISH SHALL NOT BE CONSIDERED AS AN ACCEPTABLE SHEATHING MATERIAL TO PROVIDE THE REQUIRED BRACING IN EXTERIOR WALLS. (SEE A-9.23.13.6.(5) AND (6) IN APPENDIX A.)6) AT BRACED WALL BAND SPACING INTERVALS OF NOT MORE THAN 15 M, BRACED WALL PANELS SHALL BE CONSTRUCTED WITH OSB, PLYWOOD OR DIAGONAL LUMBER. (SEE A-9.23.13.6.(5) AND (6) IN APPENDIX A.)

9.23.13.7. ADDITIONAL SYSTEM CONSIDERATIONS

1) EXCEPT AS PROVIDED IN SENTENCES (2) AND (3), ONE EXTERIOR WALL OF THE UPPERMOST STOREY IN EACH ORTHOGONAL DIRECTION MAY BE SET BACK FROM THE EXTERIOR WALL OF THE STOREY BELOW, PROVIDED THE ADJACENT INTERIOR BRACED WALL BAND OF THE STOREY BELOW THE SETBACK

A) IS SPACED NOT MORE THAN 10.6 M FROM THE EXTERIOR WALL OF THE STOREY BELOW THE SETBACK WALL,B) CONSISTS OF BRACED WALL PANELS THAT ARE CONSTRUCTED OF A WOOD-BASED MATERIAL IN CONFORMANCE WITH SENTENCE

9.23.13.6.(2),C) EXTENDS TO THE FOUNDATION, ANDD) IS NOT TAKEN INTO CONSIDERATION WHEN PROVIDING BRACED WALL PANELS CONSTRUCTED OF A WOOD-BASED MATERIAL AT

SPACING INTERVALS OF NOT MORE THAN 15 M AS PER SENTENCE 9.23.13.6.(6).2) WHERE THE EXTERIOR WALL OF THE UPPERMOST STOREY IS SET BACK FROM THE EXTERIOR WALL OF THE STOREY BELOW, THE ROOF AND FLOOR SPACE SUPPORTING THE SETBACK WALL SHALL BE SHEATHED WITH A WOOD-BASED MATERIAL BETWEEN THE EXTERIOR WALL OF THE STOREY BELOW THE SETBACK AND THE ADJACENT INTERIOR BRACED WALL BANDS OF THE STOREY BELOW THE SETBACK.3) WHERE THE EXTERIOR WALL OF THE UPPERMOST STOREY IS SET BACK FROM THE EXTERIOR WALL OF THE STOREY BELOW, THE EXTERIOR WALLS PERPENDICULAR TO THE SETBACK WALL SHALL

A) HAVE THEIR TOP PLATE CONNECTED WITH NAILS THAT ARE SPACED AT NO GREATER THAN HALF THE SPACING REQUIRED IN TABLE 9.23.3.4., AND

B) BE FASTENED WITH TWICE THE NUMBER OF NAILS SPECIFIED IN SENTENCES 9.23.11.3.(4) AND 9.23.11.4.(4).4) THE MAXIMUM DISTANCE BETWEEN ADJACENT REQUIRED BRACED WALL PANELS IN A BRACED WALL BAND, MEASURED FROM THE EDGE OF THE PANELS, MAY BE INCREASED TO 7.3 M PROVIDED THAT, THROUGHOUT THE HEIGHT OF THE BUILDING, THE LENGTH OF ANY BRACED WALL PANEL WITHIN THE BRACED WALL BAND IS NOT LESS THAN 1.2 M.5) THE MAXIMUM SPACING BETWEEN THE CENTRE LINES OF REQUIRED BRACED WALL BANDS GIVEN IN TABLE 9.23.13.5. MAY BE INCREASED FROM 7.6 M TO NO MORE THAN 10.6 M, PROVIDED THAT THE INTERIOR BRACED WALL BAND WHOSE SPACING IS BEING INCREASED IS REPLACED WITH AN INTERIOR BRACED WALL BAND THAT

A) CONSISTS OF BRACED WALL PANELS THAT ARE CONSTRUCTED OF A WOOD-BASED MATERIAL IN CONFORMANCE WITH SENTENCE 9.23.13.6.(2),

B) EXTENDS TO THE FOUNDATION, ANDC) IS NOT TAKEN INTO CONSIDERATION WHEN PROVIDING BRACED WALL PANELS CONSTRUCTED OF A WOOD-BASED MATERIAL AT

SPACING INTERVALS NO GREATER THAN 15 M AS PER SENTENCE 9.23.13.6.(6).6) FOR EACH ORTHOGONAL DIRECTION OF THE BUILDING, THE LENGTH OF REQUIRED BRACED WALL PANELS OF ONE EXTERIOR WALL GIVEN IN TABLE 9.23.13.5.MAY BE REDUCED FROM 40% TO NO LESS THAN 25% OF THE LENGTH OF THE BRACED WALL BAND, PROVIDED AN ADDITIONAL PARALLEL AND ADJACENT INTERIORBRACED WALL BAND IS CONSTRUCTED THAT

A) IS SPACED NOT MORE THAN 10.6 M FROM THE EXTERIOR WALL,B) CONSISTS OF BRACED WALL PANELS THAT ARE CONSTRUCTED OF A WOOD-BASED MATERIAL IN CONFORMANCE WITH SENTENCE

9.23.13.6.(2)AND WHOSE LENGTHS SUM TO NO LESS THAN 25% OF THE LENGTH OF THE BRACED WALL BAND,C) EXTENDS TO THE FOUNDATION, ANDD) IS NOT TAKEN INTO CONSIDERATION WHEN PROVIDING BRACED WALL PANELS CONSTRUCTED OF A WOOD-BASED MATERIAL AT

SPACING INTERVALS NO GREATER THAN 15 M AS PER SENTENCE 9.23.13.6.(6).7) WHERE THE LENGTH OF REQUIRED BRACED WALL PANELS OF AN EXTERIOR WALL IS REDUCED AS DESCRIBED IN SENTENCE (6), THE RATIO OF THE LENGTH OFBRACED WALL PANELS IN THE RESPECTIVE UPPER BRACED WALL BANDS TO THE LENGTH OF BRACED WALL PANELS IN THE REDUCED BRACED WALL BAND AND IN THE REDUCED EXTERIOR BRACED WALL BAND SHALL NOT EXCEED 2.

FLOOR JOIST OR BLOCKING PERPENDICULAR TO SILL PLATE OR TOP WALL PLATE BELOW – TOE NAIL

TABLE 9.23.3.4.NAILING FOR FRAMING

FORMING PART OF SENTENCE 9.23.3.4.(1)

MINIMUM LENGTH OF NAILS, MM

MINIMUM NUMBER OR MAXIMUM SPACING OF

NAILSCONSTRUCTION DETAIL

RIM JOIST, TRIMMER JOIST OR BLOCKING – SUPPORTING WALLS WITH REQUIRED BRACED WALL PANELS – TO SILL PLATE OR TOP WALL PLATE – TOE NAILWOOD OR METAL STRAPPING TO UNDERSIDE OF FLOOR JOISTS

CROSS BRIDGING TO JOISTS

DOUBLE HEADER OR TRIMMER JOISTS

82 2 PER FLOOR JOIST OR BLOCKING

FLOOR JOIST TO STUD (BALLOON CONSTRUCTION)

LEDGER STRIP TO WOOD BEAM

JOIST TO JOIST SPLICE (SEE ALSO TABLE 9.23.14.8.)

TAIL JOIST TO ADJACENT HEADER JOIST

(END NAILED) AROUND OPENINGS

EACH HEADER JOIST TO ADJACENT TRIMMER JOIST

(END NAILED) AROUND OPENINGS

9.23.3.4. NAILING OF FRAMING

1) EXCEPT AS PROVIDED IN SENTENCE (2), NAILING OF FRAMING SHALL CONFORM TO TABLE 9.23.3.4.2) WHERE THE BOTTOM WALL PLATE OR SOLE PLATE OF AN EXTERIOR WALL IS NOT NAILED TO FLOOR JOISTS, RIM JOISTS OR BLOCKING IN CONFORMANCE WITH TABLE 9.23.3.4., THE EXTERIOR WALL IS PERMITTED TO BE FASTENED TO THE FLOOR FRAMING BY

A) HAVING PLYWOOD, OSB OR WAFERBOARD SHEATHING EXTEND DOWN OVER FLOOR FRAMING AND FASTENED TO THE FLOOR FRAMING BY NAILS OR STAPLES CONFORMING TO ARTICLE 9.23.3.5., OR

B) TYING THE WALL FRAMING TO THE FLOOR FRAMING BY GALVANIZED-METAL STRIPSI)50 MM WIDE,II)NOT LESS THAN 0.41 MM THICK,III)SPACED NOT MORE THAN 1.2 M APART, ANDIV)FASTENED AT EACH END WITH AT LEAST TWO 63 MM NAILS.

9.23.6. ANCHORAGE

9.23.6.1. ANCHORAGE OF BUILDING FRAMES

1) EXCEPT AS REQUIRED BY SENTENCE 9.23.6.3.(1), BUILDING FRAMES SHALL BE ANCHORED TO THE FOUNDATION UNLESS A STRUCTURAL ANALYSIS OF WIND AND EARTHQUAKE PRESSURES SHOWS ANCHORAGE IS NOT REQUIRED.

2) EXCEPT AS PROVIDED IN SENTENCES (3) AND (5), ANCHORAGE SHALL BE PROVIDED BYA) EMBEDDING THE ENDS OF THE FIRST FLOOR JOISTS IN CONCRETE, ORB) FASTENING THE SILL PLATE TO THE FOUNDATION WITH NOT LESS THAN 12.7 MM DIAM ANCHOR BOLTS SPACED NOT MORE THAN 2.4 M

O.C.

3) FOR BUILDINGS WITH 2 OR MORE FLOORS SUPPORTED BY FRAME WALLS THAT ARE IN AREAS WHERE THE SEISMIC SPECTRAL RESPONSE ACCELERATION, SA(0.2), IS EQUAL TO OR GREATER THAN 0.70 BUT NOT GREATER THAN 1.2 OR THE 1-IN-50 HOURLY WIND PRESSURE IS EQUAL TO OR GREATER THAN 0.80 KPA BUT NOT GREATER THAN 1.20 KPA, ANCHORAGE SHALL BE PROVIDED BY FASTENING THE SILL PLATE TO THE FOUNDATION WITH NOT LESS THAN TWO ANCHOR BOLTS PER BRACED WALL PANEL, WHERE ALL ANCHOR BOLTS USED ARE

A) NOT LESS THAN 15.9 MM IN DIAMETER, LOCATED WITHIN 0.5 M OF THE END OF THE FOUNDATION, AND SPACED NOT MORE THAN 2.4 M O.C, OR

B) NOT LESS THAN 12.7 MM IN DIAMETER, LOCATED WITHIN 0.5 M OF THE END OF THE FOUNDATION, AND SPACED NOT MORE THAN 1.7 M O.C.

NC2010 2010-01-01 R13) FOR BUILDINGS WITH 2 OR MORE FLOORS SUPPORTED BY FRAME WALLS THAT ARE IN AREAS WHERE THE SEISMIC SPECTRAL RESPONSE ACCELERATION, SA(0.2), IS EQUAL TO OR GREATER THAN 0.70 BUT NOT GREATER THAN 1.2 ORAND THE 1-IN-50 HOURLY WIND PRESSURE IS EQUAL TO OR GREATER THAN 0.80 KPA BUT NOT GREATER THAN 1.20 KPA, ANCHORAGE SHALL BE PROVIDED BY FASTENING THE SILL PLATE TO THE FOUNDATION WITH NOT LESS THAN TWO ANCHOR BOLTS PER BRACED WALL PANEL, WHERE ALL ANCHOR BOLTS USED ARE

A) NOT LESS THAN 15.9 MM IN DIAMETER, LOCATED WITHIN 0.5 M OF THE END OF THE FOUNDATION, AND SPACED NOT MORE THAN 2.4 M O.C, OR

B) NOT LESS THAN 12.7 MM IN DIAMETER, LOCATED WITHIN 0.5 M OF THE END OF THE FOUNDATION, AND SPACED NOT MORE THAN 1.7 M O.C.

4) ANCHOR BOLTS REFERRED TO IN SENTENCES (2) AND (3) SHALL BEA) FASTENED TO THE SILL PLATE WITH NUTS AND WASHERS,B) EMBEDDED NOT LESS THAN 100 MM IN THE FOUNDATION, ANDC) SO DESIGNED THAT THEY MAY BE TIGHTENED WITHOUT WITHDRAWING THEM FROM THE FOUNDATION.

5) WHERE THE SEISMIC SPECTRAL RESPONSE ACCELERATION, SA(0.2), IS GREATER THAN 1.2 OR THE 1-IN-50 HOURLY WIND PRESSURE IS EQUAL TO OR GREATER THAN 1.2 KPA, ANCHORAGE SHALL BE DESIGNED ACCORDING TO PART 4.

9.23.13.2. REQUIREMENTS FOR HIGH WIND AND SEISMIC FORCES

1) EXCEPT AS PROVIDED IN ARTICLE 9.23.13.1., THIS ARTICLE APPLIES IN LOCATIONS WHEREA) THE SEISMIC SPECTRAL RESPONSE ACCELERATION, SA(0.2), IS

I)NOT MORE THAN 1.10 AND THE LOWEST EXTERIOR FRAME WALL SUPPORTS NOT MORE THAN 1 FLOOR IN BUILDINGS OF HEAVY CONSTRUCTION WHICH ARE DEFINED AS HAVING TILE ROOFS OR CONCRETE TOPPING ON FLOORS, OR

II)NOT MORE THAN 1.20 AND THE LOWEST EXTERIOR FRAME WALL SUPPORTS NOT MORE THAN 2 FLOORS IN OTHER TYPES OF CONSTRUCTION, AND

B) THE 1-IN-50 HOURLY WIND PRESSURE IS LESS THAN 1.20 KPA.2) BRACING TO RESIST LATERAL LOADS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH

A) ARTICLES 9.23.13.4. TO 9.23.13.7.,B) PART 4, ORC) GOOD ENGINEERING PRACTICE SUCH AS THAT PROVIDED IN CWC 2009, “ENGINEERING GUIDE FOR WOOD FRAME CONSTRUCTION.”

9.23.13.3. REQUIREMENTS FOR EXTREME WIND AND SEISMIC FORCES

1) EXCEPT AS PROVIDED IN ARTICLES 9.23.13.1. AND 9.23.13.2., THIS ARTICLE APPLIES IN LOCATIONS WHEREA) THE SEISMIC SPECTRAL RESPONSE ACCELERATION, SA(0.2), IS

I)GREATER THAN 1.10 FOR BUILDINGS WITH TILE ROOFS OR CONCRETE TOPPING ON FLOORS,II)GREATER THAN 1.20 FOR OTHER TYPES OF CONSTRUCTION,III)GREATER THAN 0.70 AND THE LOWEST EXTERIOR FRAME WALL SUPPORTS MORE THAN 2 FLOORS IN BUILDINGS OF LIGHT

CONSTRUCTION, ORIV)GREATER THAN 0.70 AND THE LOWEST EXTERIOR FRAME WALL SUPPORTS MORE THAN 1 FLOOR IN BUILDINGS OF HEAVY

CONSTRUCTION, ORB) THE 1-IN-50 HOURLY WIND PRESSURE IS EQUAL TO OR GREATER THAN 1.20 KPA.

2) BRACING TO RESIST LATERAL LOADS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITHA) PART 4, ORB) GOOD ENGINEERING PRACTICE SUCH AS THAT PROVIDED IN CWC 2009, “ENGINEERING GUIDE FOR WOOD FRAME CONSTRUCTION.”

82 150 MM (O.C.)

57 2

57 2 AT EACH END

76 300 MM (O.C.)

76 2

82 2 PER JOIST

76 2 AT EACH END

82 5

101 3

82 5

101 3

STUD TO WALL PLATE (EACH END) TOE NAILOR END NAIL

DOUBLED STUDS AT OPENINGS, OR STUDS AT WALLS OR WALL INTERSECTIONS AND CORNERS

DOUBLED TOP WALL PLATESBOTTOM WALL PLATE OR SOLE PLATE TO FLOOR JOISTS, RIM JOISTS OR BLOCKING (EXTERIOR WALLS)(1)

BOTTOM WALL PLATE OR SOLE PLATE – IN REQUIRED BRACED WALL PANELS – TO FLOOR JOISTS, RIM JOISTS OR BLOCKING (EXTERIOR WALLS)(1) INTERIOR WALLS TO FRAMING OR SUBFLOORING

REQUIRED BRACED WALL PANELS – IN INTERIOR WALLS – TO FRAMING ABOVE AND BELOWHORIZONTAL MEMBER OVER OPENINGS IN NON-LOADBEARINGWALLS – EACH END

LINTELS TO STUDS

63 482 2

76 750 MM (O.C.)

76 600 MM (O.C.)

82 400 MM (O.C.)

82 150 MM (O.C.)

82 600 MM (O.C.)

82 150 MM (O.C.)

82 2

82 2 AT EACH END

CEILING JOIST TO PLATE – TOE NAIL EACH END

ROOF RAFTER, ROOF TRUSS OR ROOF JOIST TO PLATE – TOE NAIL(2)

RAFTER PLATE TO EACH CEILING JOIST

RAFTER TO JOIST (WITH RIDGE SUPPORTED)

RAFTER TO JOIST (WITH RIDGE UNSUPPORTED)

GUSSET PLATE TO EACH RAFTER AT PEAK

82 2

82 3

101 2

76 3

76 SEE TABLE 9.23.14.8.57 4

RAFTER TO RIDGE BOARD – TOE NAIL – END NAIL

COLLAR TIE TO RAFTER – EACH END

COLLAR TIE LATERAL SUPPORT TO EACH COLLAR TIE

JACK RAFTER TO HIP OR VALLEY RAFTER

ROOF STRUT TO RAFTER

ROOF STRUT TO LOADBEARING WALL – TOE NAIL

82 3

76 3

57 2

82 2

76 3

82 2

38 MM × 140 MM OR LESS PLANK DECKING TO SUPPORT

PLANK DECKING WIDER THAN 38 MM × 140 MM TO SUPPORT

38 MM EDGE LAID PLANK DECKING TO SUPPORT (TOE NAIL)

38 MM EDGE LAID PLANK TO EACH OTHER

82 2

82 3

76 1

76 450 MM (O.C.)

NOTES TO TABLE 9.23.3.4.:(1) SEE SENTENCE 9.23.3.4.(2). (2) SEE SENTENCE 9.23.3.4.(3). 3) WHERE THE 1-IN-50 HOURLY WIND PRESSURE IS EQUAL TO OR GREATER THAN 0.8 KPA, ROOF RAFTERS, JOISTS OR TRUSSES SHALL BE TIED TO THE WALL FRAMING WITH CONNECTORS THAT WILL RESIST A FACTORED UPLIFT LOAD OF 3 KN.4) GALVANIZED-STEEL STRAPS ARE DEEMED TO COMPLY WITH SENTENCE (3), PROVIDED THEY ARE

A) 50 MM WIDE,B) NOT LESS THAN 0.91 MM THICK, ANDC) FASTENED AT EACH END WITH AT LEAST FOUR 63 MM NAILS.

9.23.3.5. FASTENERS FOR SHEATHING OR SUBFLOORING

1) EXCEPT AS PROVIDED IN SENTENCES (2) AND (3), FASTENING OF SHEATHING AND SUBFLOORING SHALL CONFORM TO TABLE 9.23.3.5.A.

BOARD LUMBER 184 MM OR LESS WIDE

TABLE 9.23.3.5.AFASTENERS FOR SUBFLOORING AND FOR SHEATHING WHERE HWP IS LESS THAN 0.8 KPA AND SA(0.2) IS NOT

MORE THAN 0.70 FORMING PART OF SENTENCE 9.23.3.5.(1)

COMMON OR SPIRAL NAILS

MINIMUM NUMBER OR MAXIMUM SPACING OF

FASTENERS

ELEMENT

51 2 PER SUPPORT

MINIMUM LENGHT OF FASTENERS, MM

RING THREAD NAILS OR SCREWS

ROOFING NAILS

STAPLES

45 N/A 51

BOARD LUMBER MORE THAN 184 MM WIDE 51 3 PER SUPPORT45 N/A 51

FIBREBOARD SHEATHING UP TO 13 MM THICK N/A N/A 44 28

GYPSUM SHEATHING UP TO 13 MM THICK N/A N/A 44 N/A

PLYWOOD, OSB OR WAFERBOARD UP TO 10 MM THICK 51 45 N/A 38

PLYWOOD, OSB OR WAFERBOARD OVER 10 MM AND UP TO 20 MM THICK 51 45 N/A 51

PLYWOOD, OSB OR WAFERBOARD OVER 20 MM AND UP TO 25 MMTHICK 57 51 N/A N/A

150 MM (O.C.) ALONG EDGES AND 300 MM

(O.C.) ALONG INTERMEDIATE

SUPPORTS

2) FASTENING OF ROOF SHEATHING AND SHEATHING IN REQUIRED BRACED WALL PANELS SHALL CONFORM TO TABLE 9.23.3.5.B, WHEREA) THE 1-IN-50 HOURLY WIND PRESSURE (HWP) IS EQUAL TO OR GREATER THAN 0.8 KPA AND LESS THAN 1.2 KPA, ORB) THE SEISMIC SPECTRAL RESPONSE ACCELERATION, SA(0.2), IS GREATER THAN 0.70 AND NOT MORE THAN 1.2.

3) FASTENING OF SHEATHING SHALL CONFORM TO PART 4,A) WHERE THE 1-IN-50 HOURLY WIND PRESSURE IS EQUAL TO OR GREATER THAN 1.2 KPA, ORB) FOR REQUIRED BRACED WALL PANELS, WHERE THE SEISMIC SPECTRAL RESPONSE ACCELERATION, SA(0.2), IS GREATER THAN 1.2.

4) STAPLES SHALL NOT BE LESS THAN 1.6 MM IN DIAMETER OR THICKNESS, WITH NOT LESS THAN A 9.5 MM CROWN DRIVEN WITH THE CROWN PARALLEL TO FRAMING.5) ROOFING NAILS FOR THE ATTACHMENT OF FIBREBOARD OR GYPSUM SHEATHING SHALL NOT BE LESS THAN 3.2 MM IN DIAMETER WITH A MINIMUM HEAD DIAMETER OF 11.1 MM.6) FLOORING SCREWS SHALL NOT BE LESS THAN 3.2 MM IN DIAMETER.

9.23.11.3. TOP PLATES

1) EXCEPT AS PERMITTED IN SENTENCES (2) TO (4), AT LEAST 2 TOP PLATES SHALL BE PROVIDED IN LOADBEARING WALLS.2) A SINGLE TOP PLATE IS PERMITTED TO BE USED IN A SECTION OF A LOADBEARING WALL CONTAINING A LINTEL PROVIDED THE TOP PLATE FORMS A TIE ACROSS THE LINTEL.3) A SINGLE TOP PLATE IS PERMITTED TO BE USED IN LOADBEARING WALLS WHERE THE CONCENTRATED LOADS FROM CEILINGS, FLOORS AND ROOFS ARE NOT MORE THAN 50 MM TO ONE SIDE OF THE SUPPORTING STUDS AND IN ALL NON-LOADBEARING WALLS.4) THE TOP PLATES NEED NOT BE PROVIDED IN A SECTION OF LOADBEARING WALL CONTAINING A LINTEL PROVIDED THE LINTEL IS TIED TO THE ADJACENT WALL SECTION WITH NOT LESS THAN

A) 75 MM BY 150 MM BY 0.91 MM THICK GALVANIZED STEEL, ORB) 19 MM BY 89 MM BY 300 MM WOOD SPLICE NAILED TO EACH WALL SECTION WITH AT LEAST THREE 63 MM NAILS.

9.23.11.4. JOINTS IN TOP PLATES

1) JOINTS IN THE TOP PLATES OF LOADBEARING WALLS SHALL BE STAGGERED NOT LESS THAN ONE STUD SPACING.2) THE TOP PLATES IN LOADBEARING WALLS SHALL BE LAPPED OR OTHERWISE TIED AT CORNERS AND INTERSECTING WALLS IN ACCORDANCE WITH SENTENCE (4).3) JOINTS IN SINGLE TOP PLATES USED WITH LOADBEARING WALLS SHALL BE TIED IN ACCORDANCE WITH SENTENCE (4).4) TIES REFERRED TO IN SENTENCES (2) AND (3) SHALL BE THE EQUIVALENT OF NOT LESS THAN 75 MM BY 150 MM BY 0.91 MM THICK GALVANIZED STEEL NAILED TO EACH WALL WITH AT LEAST THREE 63 MM NAILS.

9.23.13. BRACING TO RESIST LATERAL LOADS DUE TO WIND AND EARTHQUAKE

9.23.13.1. REQUIREMENTS FOR LOW TO MODERATE WIND AND SEISMIC FORCES

1) THIS ARTICLE APPLIES IN LOCATIONS WHERE THE SEISMIC SPECTRAL RESPONSE ACCELERATION, SA(0.2), IS NOT MORE THAN 0.70 AND THE 1-IN-50 HOURLY WIND PRESSURE IS LESS THAN 0.80 KPA.2) BRACING TO RESIST LATERAL LOADS SHALL BE DESIGNED AND CONSTRUCTED AS FOLLOWS:

A) EXTERIOR WALLS SHALL BEI)CLAD WITH PANEL-TYPE CLADDING IN ACCORDANCE WITH SECTION 9.27.,II)SHEATHED WITH PLYWOOD, OSB, WAFERBOARD, FIBREBOARD, GYPSUM BOARD OR DIAGONAL LUMBER SHEATHING COMPLYING

WITHSUBSECTION 9.23.16. AND FASTENED IN ACCORDANCE WITH TABLE 9.23.3.5.A, ORIII)FINISHED ON THE INTERIOR WITH A PANEL-TYPE MATERIAL IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 9.29., OR

B) IN ACCORDANCE WITHI)ARTICLES 9.23.13.4. TO 9.23.13.7.,II)PART 4, ORIII)GOOD ENGINEERING PRACTICE SUCH AS THAT PROVIDED IN CWC 2009, “ENGINEERING GUIDE FOR WOOD FRAME CONSTRUCTION.”

9.23.13.4. BRACED WALL BANDS

1) BRACED WALL BANDS SHALLA) BE FULL STOREY HEIGHT,B) BE NOT MORE THAN 1.2 M WIDE,C) LAP AT BOTH ENDS WITH ANOTHER BRACED WALL BAND,D) BE ALIGNED WITH BRACED WALL BANDS ON STOREYS ABOVE AND BELOW, ANDE) CONFORM TO THE SPACING AND DIMENSIONS GIVEN IN TABLE 9.23.13.5.

2) THE PERIMETER OF THE BUILDING SHALL BE LOCATED WITHIN BRACED WALL BANDS.3) FOR SPLIT-LEVEL BUILDINGS, A BRACED WALL BAND SHALL BE LOCATED WHERE THERE IS A CHANGE IN FLOOR LEVEL GREATER THAN THE DEPTH OF ONE FLOOR JOIST.

9.23.13.5. BRACED WALL PANELS IN BRACED WALL BANDS

1) EXCEPT AS PROVIDED IN SENTENCES (2) TO (5) AND ARTICLE 9.23.13.7., BRACED WALL PANELS SHALLA) BE LOCATED WITHIN BRACED WALL BANDS,B) EXTEND, AS APPLICABLE, FROM THE TOP OF THE SUPPORTING FOOTING, SLAB OR SUBFLOOR TO THE UNDERSIDE OF THE FLOOR, CEILING

OR ROOF FRAMING ABOVE, ANDC) CONFORM TO THE SPACING AND DIMENSIONS GIVEN IN TABLE 9.23.13.5.

NOTES TO TABLE 9.23.13.5.:(1) SEE APPENDIX A. (2) ALL CONSTRUCTIONS INCLUDE SUPPORT OF A ROOF LOAD IN ADDITION TO THE INDICATED NUMBER OF FLOORS.(3) SEE ARTICLE 9.23.13.7. FOR ALTERNATIVE METHODS OF COMPLIANCE. (4) SEE SENTENCE 9.23.13.3.(1) FOR OVERALL LIMIT ON APPLICATION TO HEAVY CONSTRUCTION.

project.

scale.

designed/checked.

drafted.

date.

sheet.

proj

ect.

draw

ing

title

.

build

ing

desi

gn a

ssoc

iate

s ltd

.



t. 604.792.0826f. 604.792.0856

copyright reserved

got questions?

1/4" = 1'-0"

A6

PN3373

C.STAM /K.WELSH


Aug 13, 2018

Gos

hula

k C

onst

ruct

ion

Lot 2

9 - 9

267

Sitk

a Pl

ace,

Chi

lliwac

k,B.

C.

Con

stru

ctio

n P

erm

it D

raw

ings

Brac

ed W

all N

otes

no.

issu

e/re

visi

ons

date

T.O. MAIN FLOOR

U/S TRUSSES

U/S MAIN FLOOR

T.O. LOWER FLOOR

1 653

T.O. ENTRY BEAM

2

6070

2020 2020

368016'x8' OH DOOR

9' -

0 3

/4"

9' -

0 3

/4"

11' -

0 3

/4"

T.O. LOWER WINDOWS

T.O. MAIN WINDOWS

7' -

11"

7' -

11"

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

2' - 0"

2' - 0"

1' - 0"

BU

ILD

ING

ht.

7.9

1 m

AVG. ROOF ht.

1

3

2

30yr PROFILED FIBREGLASS LAMINATE SHINGLE ROOF

5" PRE-FINISHED METAL GUTTER ON 2x10 FASCIA

VINYL FRAME WINDOWS w/ MULLIONS AS SHOWN2x4 TRIMS AROUND ALL EXTERIOR OPENINGS

HORIZONTAL HARDIE PLANK SIDING w/ 6" REVEAL

HARDIE SHAKE SIDING BUTT JOINTED AT CORNERS AS SHOWN

CULTURED STONE VENEER SIDING

NON STRUCTURAL WOOD BRACKETS AS SHOWN

(SEE DETAIL ON A3)

6"

6"

GRADE ± 10m

FCL (12.5m)

VINYL FRAMED WINDOWS w/ MUNTINS AND MULLIONS AS SHOWN

2x6 TRIMS AROUND EXTERIOR OPENINGS

2x6 CORNER TRIMS WHERE SHOWN

T.O

. WIN

DO

W8

' - 11"


APPROVED ROOFING MATERIAL FOR LOW SLOPE ROOFS TO BE APPLIED BELOW SHINGLES ON CRICKET ROOF

11' -

0 3

/4"

2' - 0"

8"

12"8"

12"

HEEL

1' -

2 1/4

"

T.O. MAIN FLOOR

U/S TRUSSES

U/S MAIN FLOOR

T.O. LOWER FLOOR

HA F G

T.O. LOWER WINDOWS

T.O. MAIN WINDOWS

2' - 0"

2' - 0"

7' -

11"

9' -

0 3

/4"

7' -

11"

9' -

0 3

/4"

4040 4040

4040

8"

12"

1

3

2



FCL (12.5m)

FUTURE SOLARHOT WATER

READY SOLARPANEL LOCATION

(12.5'w x 8'h)

2' - 0"

8"

12"

8"

12"

8"

12"

2' - 0"


11' -

0 3

/4"

T.O. MAIN FLOOR

U/S TRUSSES

U/S MAIN FLOOR

T.O. LOWER FLOOR

16 4

T.O. LOWER WINDOWS

T.O. MAIN WINDOWS

2' - 0" 2' - 0"

6040

2060 6060 20606060

4040

30

68

IN 8

' FR

AM

E

1' - 0"

8"

12"

7' -

11"

7' -

11"

9' -

0 3

/4"

9' -

0 3

/4"

12

11

1

3

2

FCL (12.5m)


HEEL

1' -

0"

8"

12"

4" 12"

LINE OF SCISSOR TRUSS

T.O. MAIN FLOOR

U/S TRUSSES

U/S MAIN FLOOR

T.O. LOWER FLOOR

H AF E

T.O. ENTRY BEAM

G

T.O. LOWER WINDOWS

T.O. MAIN WINDOWS

2' - 0"2' - 0"

2020

4040

2020

2020

20202020

7' -

11"

9' -

0 3

/4"

7' -

11"

9' -

0 3

/4"

1

3

2

11

12

D1A3

ROOF VENTING TO BE PROVIDED ON ROOF TO THE INSIDE OF EXTERIOR WALL TO MAKE UP VENTING LOST DUE TO SOLID SOFFIT @ 1:300 (50% SPREAD EVENLY AROUND PERIMETER / 50% AT RIDGE)


4' -

5"

4' -

5"

3068 IN 8'

FRAME

FCL (12.5m)1' - 0"


8"

12"

8"

12"

8"

12"

NON-COMBUSTIBLE CLADDING WITHIN 1.2m

SETBACK PER 9.10.15.5.(7) BCBC PER ASSEMBLY

HEEL

8"

HEEL

1' -

0"

HEEL

1' -

2 1/4

"

WALL AREA (m²) 69.04

(%) 7.77U.P.O. ALLOWED (m) 5.36

LIMITING DISTANCE (m) 1.43

U.P.O. PROPOSED (m) 3.34 (%) 4.84

U.P.O. (RH SIDE)

U.P.O. (LH SIDE)LIMITING DISTANCE (m) 1.20WALL AREA (m²) 102.10

U.P.O. PROPOSED (m) 4.45

U.P.O. ALLOWED (m) 7.15 (%) 7.00

(%) 4.36

project.

scale.

designed/checked.

drafted.

date.

sheet.

proj

ect.

draw

ing

title

.

AS SHOWN

build

ing

desi

gn a

ssoc

iate

s ltd

.



t. 604.792.0826f. 604.792.0856

copyright reserved

got questions?

A7

PN3373

C.STAM /K.WELSH


Aug 13, 2018

Gos

hula

k C

onst

ruct

ion

Lot 2

9 - 9

267

Sitk

a Pl

ace,

Chi

lliwac

k,B.

C.

Con

stru

ctio

n Pe

rmit

Dra

win

gsEl

evat

ions

3/16" = 1'-0"FRONT ELEVATION

3/16" = 1'-0"LH SIDE ELEVATION

3/16" = 1'-0"REAR ELEVATION

3/16" = 1'-0"RH SIDE ELEVATION

no.

issu

e/re

visi

ons

date

project.

scale.

designed/checked.

drafted.

date.

sheet.

proj

ect.

draw

ing

title

.

build

ing

desi

gn a

ssoc

iate

s ltd

.



t. 604.792.0826f. 604.792.0856

copyright reserved

got questions?

A8

PN3373

C.STAM /K.WELSH


Aug 13, 2018

Gos

hula

k C

onst

ruct

ion

Lot 2

9 - 9

267

Sitk

a Pl

ace,

Chi

lliwac

k,B.

C.

Con

stru

ctio

n P

erm

it D

raw

ings

Per

spec

tives

no.

issu

e/re

visi

ons

date

pbdanasdatadrawings 0 8 goshulak sitkalot 29 8 lot 29 (1

Documents