shehzad residence - cthmz.com · 2018. 4. 14. · irshad shehzad 123 taracove estate dr. ne...

8'-1

1/4

" +/-

9'-9

1/8

"

GARAGELINE OF MAIN FLOORMAIN FLOOR

51.71

NON-VENTEDSOFFIT

51.40

PRO.

LIVINGROOM

8th.

Str

eet

S.W

.

51.1

5BO

W@

DRIV

E

8.79'(2.68m)BOC

±50.98

BOC

2.76'(0.84m)BOW 4.0'

PROPOSED 4" CONCRETEDRIVEWAY. SLOPE =10%

51.2

3@

P/L

DRIVEWAY

CITY SIDEWALK

PROPOSED CURB-CUTAT DRIVEWAY

1.5'

DRIVEWAY SECTION1806-A, SLOPING DRIVEWAY & CURB-CUT

WES

T PR

OPE

RTY

LIN

E

FAMILYROOM

(TO

u/s

BEA

M)

SCALE: 1/4"=1'-0"

North Portion of Lot 1Block 12Plan 4453L

CondominiumPlan 931 0507

South Portion of Lot 1Block 12Plan 4453L

MAIN FLOOR = 51.71 MAIN FLOOR = 51.75MAIN FLOOR = 52.04

ROOF PEAK

61.18

ROOF PEAK

60.47

ROOF PEAK

59.80

MAXIMUM BUILDING ENVELOPE of 10.0m(61.21)

127

128

128

HARDIE-BOARDSIDING

HARDIE-SHINGLESIDING

(North Neighbor - 837 & 839 18ave. SW) (South Neighbor - 1810 8st. SW)

18th

. Ave

nue

S.W

.

LAN

EWAY

STUCCOWOOD SIDING

ASPHALTSHINGLES

ASPHALTSHINGLES

ASPHALTSHINGLES

HARDIE-BOARDSIDING

GLASSRAILING

GLASSRAILING

BRICKBRICK

P/L P/L P/LP/L

STREETSCAPE(Subject Property - 1806 8st. SW)

SECTION & CONSTRUCTION NOTES

3rd. FLOOR PLAN & ELECTRICAL2nd. FLOOR PLAN & ELECTRICAL

SECTIONS & DETAILSFOUNDATION/BASEMENT PLAN

TABLE of CONTENTSA.01 SITE PLAN, BLOCK PLAN, SS

ELEVATIONS - 1806 A&BA.02MAIN FLOOR PLAN & ELECTRICALA.03

A.04A.05A.06A.07A.08

LP

WA

TER

SAN

ITARY

GAS GAS

STO

RM

STO

RM

SANITARY SANITARY SANITARY SANITARY SANITARY SANITARY SANITARY SANITARY

SAN

ITAR

YS

ANIT

ARY

SAN

ITAR

YS

ANIT

ARY

SAN

ITAR

Y

WA

TER

WA

TER

U/G

- E/

L

U/G

- E/

L

U/G

- E

/LU

/G -

E/L

WATER

SAN

ITARY

N

GA

SG

AS

GA

S

U/G - E/L U/G - E/L U/G - E/L U/G - E/L U/G - E/L U/G - E/L U/G - E/L

SANITARY SANITARY SANITARY SANITARYSTORM STORM STORM STORM STORM STORM

U/G

- E/

L

U/G

- E/

L

GAS

GAS

GAS GAS GAS

OH - E/LOH - E/L

OH - E/LOH - E/L

OH - E/LOH - E/L

OH - E/LOH - E/L OH - E/L OH - E/L OH - E/L OH - E/L

OH - E/L

OH - E/L

OH - E/L

GAS GAS GAS GAS GAS GAS GAS GAS GAS

0m 1 2 3 4 5m

9.15

9.15

PORCH1.78x1.780.60 HIGH

POR

CH

1.27

x1.5

20.

60 H

IGH

SHED2.86x1.25

DEC

K1.

10 H

IGH CONDOMINIUM

931 05070.31 EAVES

WOOD SIDING

HOUSE #839RP = 60.47MF = 52.04

HOUSE #837RP = 60.47MF = 52.04

11.0

3

11.0

3

15.24 180° 04' 11"

11.28 180° 03' 09"

15.2

4

90°

00' 0

4"

15.2

4

270°

00'

04"

15.2

5

270°

02'

09"

15.2

5

90°

02' 0

9"

11.28 180° 04' 11" 10.06 180° 04' 11"

15.24 180° 03' 09" 11.28 180° 03' 09"

18th

. A

VEN

UE

S.W

.

8th. STREET S.W.

1.50

1.27

3.2

4.72

1.58

0.10

0.091.

36

2.86

1.68

3.18

2.92

CITY SIDEWALK

CIT

Y SI

DEW

ALK

CONDOMINIUMPLAN 011 1395BRICK BUILDING

ASPHALTPARKING PAD

0.06

0.84m (B.O.W.)

2.68m (B.O.C.)

DET

ACH

ED S

HED

STU

CC

O S

IDIN

G0.

03 E

AVES

2/F BALCONY3.10 HIGH

BALCONY3.10 HIGH

HOUSE #1810SOUTH PORTION of LOT 1RP = 59.80MF = 51.750.31 EAVESSTUCCO SIDING

4.88

2.35

7.23

8.24

10.0

7

10.0

7

1.53

7.23

2.53

2.52

2.53

2.53

2.51 0.32

0.31

2.65

EXISTING STONE RET. WALL0.28 WIDE x 1.10 HIGH

0.04

NORTHPORTION of LOT 1

BLOCK 22PLAN 4453 L

EXISTING BIRCH TREE0.20 DIA.6.00 CANOPY11.00 HIGHTO BE REMOVED

EXISTING BIRCH TREE0.20 DIA.6.00 CANOPY11.60 HIGHTO BE REMOVED

EX

ISTI

NG

BIR

CH

TR

EE

0.10

DIA

.4.

00 C

AN

OP

Y11

.40

HIG

HTO

RE

MA

IN

ASPH

ALT

DR

IVEW

AY

CO

NC

RET

ED

RIV

EWAY

6.10

LA

NE

(ASP

HA

LT)

CENTERLINE of LOTand DEMISING WALL(LINE OF SUBDIVISION)

51.0951.28

51.30

51.12

51.03

50.96

50.84

51.08

0.84

m (B

.O.W

.)

5.74

m (B

.O.C

.)

CIT

Y B

OU

LEVA

RD

(GR

ASS)

51.28

EXISTING 1.8m HIGH,WOOD FENCE

EXISTING 1.8m HIGH,WOOD FENCE

EXISTING 0.9m HIGH,IRON FENCE

GATE

PATI

O

0.2mx0.46mx2.74m HIGH,PRIVACY WALL

WO

OD

BR

AC

KE

T

1.0FLARE

CONCRETE STEP

1.0FLARE

0.45mx2.82m, 2nd. & 3rd.FLOOR CANTILEVERS

1.0FLARE

0.45mx2.82m, 2nd. & 3rd.FLOOR CANTILEVERS

PROPOSEDHOUSE #1806 A&BRP = 61.18MF = 51.71ATF = 48.710.3-0.61 EAVESSTUCCO & SIDING

0.51

x1.8

2m, 3

rd.

FLO

OR

CAN

TILE

VER

1.2

1.0FLARE

1.2

1.2

1.2

1.66 PROPOSED CONCRETE

DRIVEWAY

8.84

8.84

12.3

4

1.52x0.61LIGHT WELL

1.52x0.61LIGHT WELL

SITE PLAN/BLOCK PLAN

1.66

EXISTING 1.8m HIGH,WOOD FENCE. TO BE REPLACED

51.40

PRO.

2.5

GASMETER(UNIT B)

PRO

PO

SED

1.8

m H

IGH

,W

OO

D F

ENC

E &

GAT

E

12.3

4

PROPOSED CONCRETEDRIVEWAY

SLOPE=5.6%

CONCRETE STEP

0.51

x1.8

2m, 3

rd.

FLO

OR

CAN

TILE

VER

0.51

x3.1

m, 2

nd. &

3rd

.FL

OO

R C

ANTI

LEV

ERS

PRO

PO

SED

1.8

m H

IGH

,W

OO

D F

ENC

E &

GAT

E

0.51

x1.8

2m, 2

nd. F

LOO

RFI

REP

LAC

E C

ANTI

LEVE

R

1.21.2

UNDERGROUND POWER LINE IN STREET

GASMETER(UNIT-A)

ELECTRICMETERS(2-UNITS)

SANITARY SEWER LINE IN STREETSTORM SEWER LINE IN STREET

NEW SOLID WOOD EXTENSION TO RELOCATEEXISTING OVERHEAD POWER LINE SERVICE.TYPICAL PER UNIT (SEE 3rd. FLOOR PLAN)

NOTE: ENMAX TO RELOCATE EXISTINGRESIDENTIAL OVERHEAD POWER SERVICELINE TO NEW WOOD BRACKETS INSTALLEDON #1806 8st. SW, TO MAINTAIN MINIMUM1.0m POWERLINE CLEARANCE TO BUILDINGS

0.51

x1.8

2m, 2

nd. F

LOO

RFI

REP

LAC

E C

ANTI

LEVE

R0.

51x3

.1m

, 2nd

. & 3

rd.

FLO

OR

CAN

TILE

VER

S

1806 -8th. STREET S.W.

51.34

PRO.

51.34PRO.

51.40PRO.

51.1

9PR

O.

51.19PRO.

SLOPE=10% 2.5

0.61mx1.6m, 2nd. FLOORBALCONY CANTILEVER

0.61mx1.6m, 2nd. FLOORBALCONY CANTILEVER

51.1651

.2151

.29PRO.

3.0mDRIVEWAY

3.0mDRIVEWAY1.42

5.64UTILITIES TRENCH

51.26

EXISTING CURB-CUTPROPOSED CURB-CUTPROPOSED CURB-CUTEXISTING CURB-CUT

EXISTING WATER VALVE(IN CITY SIDEWALK)

WO

OD

BR

AC

KE

T

EXISTING OVERHEAD POWER LINE

CAP

LINE OF EXISTING SEWER LINE FROM #1810 TO BE REMOVED.(SEE LETTER OF AGREEMENT)

EXISTING SEWER LINECLEAN-OUT TO REMAIN

NATURAL GAS LINE IN STREET

LINE OF EXISTING SEWER LINE FROM #1810 TO BE CAPPED & REMOVED.(SEE LETTER OF AGREEMENT)

LINE OF EXISTING SEWER LINE FROM #1810 TO BE RELOCATEDTO 8st. SW. (SEE LETTER OF AGREEMENT)

0.040.06

NEW UNDERGROUND ELECTRICALCONDUIT SUPPLIED BY ENMAX.

EXISTING OVERHEAD POWER LINESERVICE FROM POWER POLEIN LANEWAY TO REMAIN AS SHOWN

1.2

51.30

PRO.

9'-1

1/8

" +/-

8'-1

1/4

" +/-

LIVINGROOM

NON-VENTEDSOFFIT

MAIN FLOOR51.71

FAMILYROOM

LINE OF MAIN FLOOR

WES

T PR

OPE

RTY

LIN

E

±50.09

BOC

8th.

Str

eet

S.W

.

8.79'(2.68m)BOC

2.76'(0.84m)BOW 4.0'

CITY SIDEWALK

PROPOSED CURB-CUTAT DRIVEWAY

1.5'

PROPOSED 4" CONCRETEDRIVEWAY. SLOPE =5.6%

DRIVEWAY

DRIVEWAY SECTION1806-B, SLOPING DRIVEWAY & CURB-CUT

(TO

u/s

BEA

M)

(TO

u/s

CEI

LIN

G)

SCALE: 1/4"=1'-0"

GARAGE

±51.

26BO

W@

DRIV

E 51.40

PRO.51.3

0@

P/L

N

BUILDING STATISTICS1806-A

= 354 sq.ft.= 610 sq.ft.= 636 sq.ft.

= 1600 sq.ft.

= 238 sq.ft.= 506 sq.ft.

MAIN FLOOR AREA2nd. FLOOR AREA3rd. FLOOR AREA

TOTAL AREA ABOVE GRADE

-GARAGE AREA-BASEMENT LIVING AREA

1806-B= 354 sq.ft.= 610 sq.ft.= 636 sq.ft.

= 1600 sq.ft.

= 238 sq.ft.= 506 sq.ft.

MAIN FLOOR AREA2nd. FLOOR AREA3rd. FLOOR AREA

TOTAL AREA ABOVE GRADE

-GARAGE AREA-BASEMENT LIVING AREA

E/L

000.00EXIST'G

000.00PRO.

MFJ000.00

ZONING - M-C2 MAX. FLOOR AREA RATIO = 2.5

= 171.9 sq.m

= 109.2 sq.m= 63.5%

= 119.5 sq.m= 69.5%

EXTERIOR FINISHES LEGENDEXTERIOR FINISH

LOT COVERAGE CHART - North Portion Lot #1

MATERIAL

TOTAL LOT AREA

PROPOSED DWELLING FOUNDATION - LOT COVERAGE PERCENTAGE

PROPOSED DWELLING FOOTPRINT - LOT COVERAGE PERCENTAGE

SITE PLAN SYMBOLS and MARKERS

-NORTH ARROW

-EXISTING GRADE DATUM

-PROPOSED GRADE DATUM

-LEVEL DATUM LINE

-PROPERTY LINE

-OVERHEAD POWER LINE

-UNDERGROUND POWER LINE

-UNDERGROUND GAS LINE

-WATER LINE

G

-SANITARY SEWER LINE

-DENOTES WATER VALVE

-DENOTES MANHOLE

-DENOTES UTILITY POLE

-DENOTES DOOR

-DENOTES MAIN FLOOR WINDOW

PP

NOTE(s):-ALL DIMENSIONS ARE IN METRES AND DECIMALS THEREOF.-UNLESS OTHERWISE SPECIFIED, THE DIMENSIONS SHOWN RELATE TO DISTANCES FROM PROPERTY BOUNDARIES TO EXTENT OF THE FOUNDATION WALLS ONLY AT THE TIME OF THE SURVEY.-'MFJ' DENOTES MAIN FLOOR JOIST-'RP' DENOTES ROOF PEAK-ELEVATIONS ARE GEODETIC AND DERIVED FROM ASCMS 140368 & 78253

ALL UTILITIES ARE TO BE LOCATED ONSITE/IN THE FIELD BY THE CONTRACTOR OR CLIENT PRIOR TO CONSTRUCTION.

-DENOTES 2nd. FLOOR WINDOW

-DENOTES 3rd. FLOOR WINDOW

-DENOTES BASEMENT WINDOW

-DENOTES CANTILEVER

-DENOTES ENCROACH(es)

-DENOTES BACK of SIDEWALK

-DENOTES BACK of CURB

-DENOTES LIP of GUTTER

'CANT.'

'ENC.'

B.O.W.

B.O.C.

L.O.G.

'CONC.' -DENOTES CONCRETE

'RET.' -DENOTES RETAINING

-DENOTES TREE(s)

MANUFACTURER COLOUR

ROOFING

PRIMARY EXTERIOR WALL

SECONDARY EXTERIOR WALL

FASCIA

SOFFIT 0.0 to 1.2m of P/L

SOFFIT 1.2m + to P/L

RAINWARE

ENTRY DOOR(s)

OVERHEAD DOOR(s)

WINDOW FRAME

DOOR/WINDOW TRIM

STONE/BRICK

EXTERIOR WALL BANDING

DECK RAILINGS (FRONT)

DECK RAILINGS (REAR)

EXTERIOR POSTS (FRONT)

N/A

EXTERIOR POSTS (REAR)

ASPHALT SHINGLES

STUCCO

HARDIE BOARD

SMARTBOARD

VINYL-CLAD WOOD

METAL-CLAD WOOD

NON-VENTED METAL

VENTED METAL

METAL

INSULATED FIBREGLAS

INSULATED FIBREGLAS

SMARTBOARD

METAL & GLASS

BRICK

N/A

SMARTBOARD-CLAD

N/A

IKO

N/A

JAMES HARDIE

JAMES HARDIE

N/A

N/A

N/A

N/A

N/A

N/A

N/A

JAMES HARDIE

N/A

N/A

N/A

N/A

N/A

CHARCOAL

BROWN

GREEN

WHITE

GREEN

WHITE

WHITE

WHITE

WHITE

BROWN

BROWN

WHITE

WHITE

BROWN

N/A

WHITE

Irshad Shehzad123 Taracove Estate Dr. NECalgary, AB. T3J 4R1587-998-7503


B

ZONING:M-C2

-SITE PLAN-BLOCK PLAN-STREETSCAPE-DRIVEWAY SECTIONS

1 : 100

A OCT. 202014

A.01

REVISE DP DRAWINGS PER DRREVIEW of SEPT. 08/2014

VS

F

MAY 142015

RELOCATE ALL UTILITY LINES& REVISE PER 'DR' JAN. 14/2015

VS

C JULY 062015

SEPT. 112015

CONSTRUCTION DRAWINGSVS

D JULY 282015

ADDED ENGINEERS DETAILINFORMATION TO PLAN

VS

REVISED GARAGE FLOOR DESIGNADDED UTILITY CHASESE VS

SEPT. 182015

REVISED GARAGE FLOOR DESIGNPER ENGINEER'S DESIGN. ADDEDABC 2014 REFERENCE NOTESF VS

14-0531-BP-FJOB NUMBER:

REVISION: PAGE NUMBER:

REV: DATE: DESCRIPTION: REVBY:

DATE: SCALE:

July 11/14

1806 -8th. St. SWCalgary, AB.(Lower Mt. Royal)

That portion of Lot One(1)Which Lies Between TheNorth Fifty (50) Feet (15.24m)And The South Thirty-Three (33)Feet (10.06m) Of Said Lot One (1)Block 12Plan 4453L

Sh

ehza

d R

esid

ence

NEW

HO

ME

at 1

806

-8th

. St.

S.W

.

DRAWING TITLE:

Vaughn ScoIIARCHITECTURAL DESIGNS

4 0 3 - 9 0 1 - 5 1 1 5

CONSULTANT:

CONTRACTOR:

OWNER:

ANY REPRODUCTION OF THESEDRAWINGS IS EXPRESSLY PROHIBITEDWITHOUT WRITTEN CONSENT OFDESIGNER.BUILDER MUST CHECK AND VERIFY ALLDETAILS AND DIMENSIONS, AND REPORTANY DISCREPANCIES TO THE DESIGNERPRIOR TO ANY ON-SITE CONSTRUCTION.ALL WORK ON-SITE IS TO BE PERFORMEDIN ACCORDANCE WITH ALL APPLICABLENATIONAL AND PROVINCIAL BUILDING CODES AND REGULATIONS. WRITTEN DIMENSIONS SHALL HAVEPRECEDENCE OVER SCALEDDIMENSIONS.DO NOT SCALE DRAWINGS.

MUNICIPAL ADDRESS:

LEGAL ADDRESS:

Email: [email protected]

PROJECT TITLE:

122.5

1'-6"

2'-0"

~ 32

'-3 1

/2"

42'

1'-6"

1'

4' 4'

4'

3'-10"

SOUTH ELEVATION(FACING 1810-8st. SW)

STUCCO FINISH

ARCHITECTURALASPHALT SHINGLES

PROPOSED 1.8m HIGHWOOD FENCE

MAIN FLOOR51.71

2nd. FLOOR54.44

3rd. FLOOR57.16

u/s TRUSSES59.63

ROOF PEAK61.18

EAST

PR

OPE

RTY

LIN

E



WES

T PR

OPE

RTY

LIN

E


DECORATIVEBRICK FACING


8th.

ST

REET

S.

W.

51.34

PRO.

51.30P/L51.26

BOW@

DRIVE

51.09BOC

CITY SIDEWALK

8.79'(2.68m)BOC

2.76'(0.84m)BOW

PROPOSED GRADE @DWELLINGEXISTING GRADE @ P/L

51.30P/L

51.34

PRO.

CANT.

SETBACK1806-BSETBACK

OB.

EG.

SMARTBOARD BANDING

GASMETER

ATF48.71

(2x10 P.T. EXTENSION)

S1S1

6.5'(1.98m)

SMARTBOARD BANDING

EXPOSED BUILDING FACE - Lot #1-DISTANCE TO PROPERTY LINE-WALL AREA FACING SOUTH PORTION Lot#1-UNPROTECTED OPENING AREA-ALLOWABLE UNPROTECTED OPENING AREA-ACTUAL OPENING PERCENTAGE

S1=1.2m=100.2sq.m= 6.3sq.m= 7.0%= 6.3%

CANT.

HARDIE-BOARDSIDING

DRIVEWAYSLOPE =5.6%

4.0'(1.2m)

1.5'(0.46m)

W13W13

W04W04

W05W05

W02W02W01W01

128

32'-5

7/8

" +/-

4' 14'-6"

2'2'

14'-6" 4'

1'-8" 1'-8"

EAST ELEVATION

2nd. FLOOR54.44

MAIN FLOOR51.71

ROOF PEAK61.18

3rd. FLOOR57.16

u/s TRUSSES59.63 N

OR

TH P

RO

PER

TY L

INE


SOU

TH P

RO

PER

TY L

INE

(FACING Condominium Plan 011 1395)



STUCCO FINISH





SETBACKSETBACK 1806-A1806-B

PRE-MANUFACTUREDMETAL LIGHT-WELL

SMARTBOARD BANDING

CANT. CANT.

CENTERLINE of LOTand DEMISING WALL

ATF48.71

EG.51.30

P/L 51.34

PRO.

51.29

PRO. 51.19PRO.

51.12P/L

EG.

PROPOSED GRADE @DWELLINGEXISTING GRADE @ P/L

ROOF PEAK61.18

u/s TRUSSES59.63

2nd. FLOOR54.44

MAIN FLOOR51.71

3rd. FLOOR57.16

ATF48.71

PRE-MANUFACTUREDMETAL LIGHT-WELL

EXPOSED BUILDING FACE - Lot #1-DISTANCE TO PROPERTY LINE-WALL AREA FACING EAST to CONDO.-UNPROTECTED OPENING AREA-ALLOWABLE UNPROTECTED OPENING AREA-ACTUAL OPENING PERCENTAGE

48"x48"SKYLIGHT

E1=1.2m=77.1sq.m= 4.5sq.m= 7.0%= 5.8%

E1E1

2.512

EG.

48"x48"SKYLIGHT

EG.

SMARTBOARD BANDING

W10W10W10W10

W07W07W07W07

W08W08W08W08

122.5

32'-9

3/4

" +/-

1'-6"

42'

1'-6"

1'

2'

4' 4'

1'-6"

3'-10"

GLASSRAILINGS

HARDIE-BOARDSIDING



EAST

PR

OPE

RTY

LIN

E


WES

T PR

OPE

RTY

LIN

E


3rd. FLOOR57.16

u/s TRUSSES59.63

2nd. FLOOR54.44

MAIN FLOOR51.71

ROOF PEAK61.18



STUCCO FINISH

2.76'(0.84m)BOW

8th.

ST

REET

S.

W.

CITY SIDEWALK

8.79'(2.68m)BOC

1806-ASETBACK SETBACK

ELECTRICMETERS(UNITS A&B)

GASMETER

N1N1

EG.

SMARTBOARD BANDING

EXPOSED BUILDING FACE - Lot #1-DISTANCE TO PROPERTY LINE-WALL AREA FACING NORTH to CONDO.-UNPROTECTED OPENING AREA-ALLOWABLE UNPROTECTED OPENING AREA-ACTUAL OPENING PERCENTAGE

N1=1.2m=102.0sq.m= 6.3sq.m= 7.0%= 6.2%

6.5'(1.98m)

SMARTBOARD BANDING

CANT.

4.0'(1.2m)

1.5'(0.46m)

CANT.

DRIVEWAYSLOPE =10%

OB.

(2x10 P.T. EXTENSION)

PROPOSED GRADE @DWELLINGEXISTING GRADE @ P/L 51

.19PR

O.

51.1

2P/

L

51.1

9PR

O.

51.0

3P/

L

51.1

5BO

W@

DRIV

E

50.98

BOC

ATF48.71

51.2

3P/

L@DR

IVE

NORTH ELEVATION(FACING 837&839-18ave. SW)

4'

W13W13

W04W04

W05W05

W01W01W02W02

128

2'

2'

2'

1'-8"1'-8"

4' 14'-6" 14'-6" 4'

4' WEST ELEVATION(FACING 8st. SW)

SOU

TH P

RO

PER

TY L

INE


NO

RTH

PR

OPE

RTY

LIN

E

2nd. FLOOR54.44

u/s TRUSSES59.63

3rd. FLOOR57.16

ROOF PEAK61.18

MAIN FLOOR51.71

51.34PRO.

51.30PRO.

STUCCOFINISH





HARDIE-BOARDSIDING

STUCCOFINISH





51.19

PRO.


HARDIE-BOARDSIDING

51.40

PRO.

51.40

PRO.

CENTERLINE of LOTand DEMISING WALL

EXISTING GRADE @P/LEXISTING GRADE @BOWEXISTING GRADE @BOC

=51.28=51.26=51.09

EXISTING GRADE @P/LEXISTING GRADE @BOWEXISTING GRADE @BOC

=51.03=50.96=51.84

SETBACKSETBACK 1806-A 1806-B

GLASSRAILINGS

GLASSRAILINGS

CANT.CANT.

51.04P/L

51.2

8P/

L

ATF48.71

ATF48.71

2nd. FLOOR54.44

u/s TRUSSES59.63

3rd. FLOOR57.16

MAIN FLOOR51.71

EG.EG.

122.5

D29D29D19D19D20D20D29D29

W12W12 W06W06W03W03 W12W12

W11W11W11W11DOOR SCHEDULE

NUMBER QTY FLOOR SIZE WIDTH HEIGHT COMMENTS ROOM NAME NUMBERD01 1 0 2468 L IN 28 " 80 " STORAGE/HALL D01 D02 1 0 2468 R IN 28 " 80 " STORAGE/HALL D02 D03 1 3 2468 L 28 " 80 " BATH/BEDROOM D03 D04 1 3 2468 R 28 " 80 " BATH/BEDROOM D04 D05 1 1 2868 L EX 32 " 80 " STEEL DR., SELF-CLOSER, WS HALL/GARAGE D05 D06 1 0 2668 L IN 30 " 80 " LOCK SET BATH/FAMILY D06 D07 1 1 2868 R EX 32 " 80 " STEEL DR., SELF-CLOSER, WS HALL/GARAGE D07 D08 1 0 2668 R IN 30 " 80 " LOCK SET BATH/FAMILY D08 D09 1 1 2668 L IN 30 " 80 " LOCK SET OFFICE/HALL D09 D10 1 1 2668 R IN 30 " 80 " LOCK SET OFFICE/HALL D10 D12 1 2 2668 L EX 30 " 80 " KEYED ENTRY LIVING RM./BALCONY D12 D13 1 2 2668 L IN 30 " 80 " LOCK SET BATH/DINING RM. D13 D15 1 2 2668 R EX 30 " 80 " KEYED ENTRY LIVING RM./DECK D15 D16 1 2 2668 R IN 30 " 80 " LOCK SET BATH/DINING RM. D16 D17 1 3 2668 L IN 30 " 80 " LOCK SET /HALL D17 D18 1 3 2668 R IN 30 " 80 " BEDROOM/HALL D18 D19 1 1 2868 L EX 32 " 80 " FRONT ENTRY (KEYED) HALL D19 D20 1 1 2868 R EX 32 " 80 " FRONT ENTRY (KEYED) HALL D20 D21 1 3 2868 L 32 " 80 " LAUNDRY/HALL D21 D22 1 3 2868 R 32 " 80 " LAUNDRY/HALL D22 D23 1 0 4068 L IN 48 " 80 " CLOSET/BEDROOM D23 D24 1 0 4068 R IN 48 " 80 " CLOSET/BEDROOM D24 D25 1 1 2068 L 24 " 80 " BATH/OFFICE D25 D26 1 1 2068 R 24 " 80 " BATH/OFFICE D26 D27 1 3 4068 L IN 48 " 80 " CLOSET/BEDROOM D27 D28 1 3 4068 R IN 48 " 80 " CLOSET/ D28 D29 2 1 8070 96 " 84 " OVERHEAD DOOR GARAGE D29 D30 1 0 2668 L IN 30 " 80 " UTILITY/BATH D30 D31 1 0 2668 R IN 30 " 80 " UTILITY/BATH D31 D32 1 0 2668 R IN 30 " 80 " STORAGE/FAMILY D32 D33 1 0 2668 R IN 30 " 80 " BEDROOM/HALL D33 D34 1 3 2668 L IN 30 " 80 " BEDROOM/HALL D34 D35 1 0 2668 L IN 30 " 80 " STORAGE/FAMILY D35 D36 1 0 2668 L IN 30 " 80 " BEDROOM/HALL D36 D37 1 3 2668 R IN 30 " 80 " LOCK SET HALL/HALL D37 D38 1 3 2668 R IN 30 " 80 " LOCK SET MASTER BATH/ D38 D39 1 3 2668 L IN 30 " 80 " LOCK SET MASTER BATH/HALL D39 D40 2 3 4068 L IN 48 " 80 " CLOSET/HALL D40 D41 1 3 4068 R IN 48 " 80 " CLOSET/BEDROOM D41 D42 1 3 4068 R IN 48 " 80 " CLOSET/HALL D42

WINDOW SCHEDULENUMBER QTY FLOOR EGRESS SIZE WIDTH HEIGHT TOP COMMENTS ROOM NAME NUMBERW01 2 3 2040SC 24 " 48 " 82 1/2" OBSCURE GLAZING MASTER BATH W01 W02 2 3 2050SC 24 " 60 " 82 1/2" MASTER SUITE W02 W03 1 2 2056FX 24 " 66 " 82 1/2" LIVING RM./BALCONY W03 W04 2 2 2056SC 24 " 66 " 82 1/2" LIVING RM. W04 W05 2 3 2080FX 24 " 96 " 82 1/2" OPEN BELOW W05 W06 1 2 2056FX 24 " 66 " 82 1/2" LIVING RM./DECK W06 W07 2 2 4030DC 48 " 36 " 82 1/2" KITCHEN W07 W08 2 3 YES 4030DC 48 " 36 " 82 1/2" BEDROOM W08 W10 2 0 YES 4030RS 48 " 36 " 98" BEDROOM W10 W11 2 3 YES 6050TC 72 " 60 " 82 1/2" MASTER SUITE W11 W12 2 2 6056TC 72 " 66 " 82 1/2" LIVING RM. W12 W13 2 1 YES 4030DC 48 " 36 " 82 1/2" OFFICE W13



B

ZONING:M-C2

A

1/4"=1'-0"

-ELEVATIONS-SCHEDULES

OCT. 202014

A.02


VS

F

MAY 142015


VS

C JULY 062015

SEPT. 112015


D JULY 282015


VS


SEPT. 182015





DATE: SCALE:

July 11/14



Sh

ehza

d R

esid

ence

NEW

HO

ME

at 1

806

-8th

. St.

S.W

.

DRAWING TITLE:


4 0 3 - 9 0 1 - 5 1 1 5

CONSULTANT:

CONTRACTOR:

OWNER:


MUNICIPAL ADDRESS:

LEGAL ADDRESS:


PROJECT TITLE:

W13W13W13W13

D05D05D07D07

D29D29

D19D19D20D20

D29D29

D10D10 D09D09

D26D26 D25D25

N

1 0 1 2 3

9'-11" x 21'-0"

10'-8" x 9'-11" 10'-8" x 9'-11"

A AA A

C

C

C

C

D

D

D

D

B BB B

5'-8 1/2"5'-8 1/2"

2'-2

"

23'-8

"

1'-8"

8'-6

1/2

"

21'-6

"

1'-5 1/2"

3'-7

"7'

-2"

7'-0

"3'

-6"

5'-2"2'-2"

10'-3"4'-3"

3'-3 1/4"

5'-4

"

14'-6"14'-6"

29'-0"

10'-9

"

40'-6

"

1'-6

"6'

-1"

11'-2 3/4"

14'-6" 14'-6"

29'-0"

11'-2 3/4"3'-3 1/4"

40'-6

"

1'-6

"10

'-9"

6'-1

"

5'-4

"

2'-2"5'-2"

4'-3"10'-3"

3'-6

"7'

-0"

3'-7

"7'

-2"

3'-0

1/2

"3'

-0 1

/2"

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

-0 1

/2"

3'-0

1/2

"

1'-5 1/2"

21'-6

"

8'-6

1/2

"

1'-8"

23'-8

"

2'-2

"

FOYER

NOTE: ALL CONSTRUCTION WORK TO BE DIN ACCORDANCE WITH CURRENT LOCAL ANNATIONAL BUILDING CODES. (ABC 2014) MI

9.5"

EN

G. W

OO

D F

LOO

R S

YSTE

M(S

EE S

UPP

LIER

FO

R D

ETAI

LS)

2-ply 11.87" ENG. WOOD BEAMOVER GARAGE DOOR

DN

.U

P

DN

.U

P

D.J

.

D.J

.

D.J.D.J.

GARAGE

OFFICE

2x6 FRAMED WALL

7.3ft. CEILING

GARAGE

GASMETER

9ft. CEILING

CONCRETESTEP

STEP STEP

P/L

2-ply 11.875" ENG. WOOD BEAMOVER GARAGE DOOR

2x6 FRAMED WALL w/BRICK VENEER(SEE ELEVATIONS)

9ft. CEILING

8'-0"x7'-0" OVERHEAD DOOR

9.5" ENG. WOOD FLOOR SYSTEM(SEE SUPPLIER FOR DETAILS)

4" MAINSTACK

1806-A

MAIN FLOOR PLAN MAIN FLOOR AREA #1806-1808 -TOTAL ABOVE GRADE (GARAGE AREA #1806/1808

= 354 sq.ft. /unit= 1600 sq.ft. /unit= 220 sq.ft. /unit)

1806-B

8'-0"x7'-0" OVERHEAD DOOR

FOYER

CONCRETESTEP

GASMETER

ELECTRICMETERS

9ft.

CEI

LIN

G

9ft.

CEI

LIN

G

9'-11"x21'-0"

HAL

LWAY

HAL

LWAY

DECORATIVE WOOD BRACKETLAGGED TO MASONRY WALL VENEER.TYPICAL (SEE ELEVATIONS)


P/L

OFFICEPEDESTALSINK

PEDESTALSINK

4" MAINSTACK

NO

TE:

2x4

ON

FLA

T FR

AMIN

G U

ND

ERC

ANTI

LEVE

RE

D F

LOO

R F

OR

EX

TRA

INS

ULA

TIO

N S

PAC

E. c

/w 1

/2" P

AIN

TED

PLYW

OO

D W

ITH

NO

N-V

ENTE

D M

ETA

LSO

FFIT

BE

LOW

. (F

ILL

CA

VITY

w/IN

SUL.

)

NO

TE:

2x4

ON

FLA

T FR

AMIN

G U

ND

ERC

ANTI

LEVE

RE

D F

LOO

R F

OR

EX

TRA

INS

ULA

TIO

N S

PAC

E. c

/w 1

/2" P

AIN

TED

PLYW

OO

D W

ITH

NO

N-V

ENTE

D M

ETA

LSO

FFIT

BE

LOW

. (F

ILL

CA

VITY

w/IN

SUL.

)

CAN

T.

2x6 FRAMED WALL

CAN

T.

2x6

FRAM

ED

WA

LL

2x6

FRAM

ED

WA

LL

D.J.

D.J.

D.J.

D.J.

CANT.CANT.

8ft. CEILING 8ft. CEILING

2"x4

" #2S

PF

@16

"o/c

EXTE

RIO

R W

ALL

FRAM

ING

(GAR

AGE

WAL

L O

NLY

)

2"x4

" #2S

PF

@16

"o/c

EXTE

RIO

R W

ALL

FRAM

ING

(GAR

AGE

WAL

L O

NLY

)

CAN

T.

CAN

T.

2x6 FRAMED GARAGE WALL(WEST WALL ONLY)2x6 FRAMED GARAGE WALL

(WEST WALL ONLY)

(VERIFY w/STAIR SUPPLIER) (VERIFY w/STAIR SUPPLIER)H.B

.

H.B

.

DOUBLE 2x4 DEMISING WALL(SEE SECTIONS & NOTES)

2-pl

y 2x

10 B

EAM

O

VER

WIN

DO

W

2-pl

y 2x

10 B

EAM

O

VER

WIN

DO

W

3333

2222

W/CW/C

9.5"

EN

G. W

OO

D F

LOO

R S

YSTE

M(S

EE S

UPP

LIER

FO

R D

ETAI

LS)

UTILITY CHASE UTILITY CHASE

7.3ft. CEILING

22

11STAIR No.O.S.MRISERUNTREAD

36"8 RISERS7 RUNS7 TREADS

@ 7.3"@ 9.5"@ 10.5"

CLOSED STRINGER CLOSED RISER

STAIR No.O.S.MRISERUNTREAD


@ 7.66"@ 9.5"@ 10.5"


NOTE: ONSITE, AS-BUILT MEASUREMENTS BYSTAIR SUPPLIER ARE REQUIRED BEFORE CONST.



@ 7.67"@ 9.5"@ 10.5"




@ 7.66"@ 9.5"@ 10.5"




@ 7.67"@ 9.5"@ 10.5"




@ 7.66"@ 9.5"@ 10.5"

CLOSED STRINGER CLOSED RISERR R

RR

R

R

R

R

R

R

R

R

RRRR R R

GFCI GFCI

3 33 3

C5/TVC5/TV

3 33 3

33

SDCo2

SDCo2

WPWP

N

1 0 1 2 3

STEP

P/L

SUGGESTED ELECTRICAL PLAN ONLY.SEE CONTRACTORS SPEC FOR DETAILS

UTILITY CHASE

STEP

DN

.U

P

DN

.U

P

OFFICE OFFICE

GARAGE GARAGE

P/L

TO 2nd. FLOORLIGHT SWITCH

TO BASEMENTLIGHT SWITCH

TO BASEMENTLIGHT SWITCH


CEILING MOUNTED OUTLETFOR AUTO. GARAGE DOOR OPENER

CEILING MOUNTED OUTLETFOR AUTO. GARAGE DOOR OPENER

H.B.H.B.

8ft. x 7ft. OVERHEAD DOOR8ft. x 7ft. OVERHEAD DOOR

ELECTRICMETERS

MAIN FLOOR PLAN

UTILITY CHASE

WP

R

4

GFCI

3WP

SDCo2

EP

DC

SD

DM

A

T

AV Control

C5/TVC5 TV

T

SP SP

DESCRIPTIONSYMBOL

ELECTRICAL - DATA - AUDIO LEGEND

Ceiling Fan

Ventilation Fans: Ceiling Mounted, Wall Mounted

Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low VoltageWall Mounted Light Fixtures: Flush Mounted, Wall Sconce

Chandelier Light Fixture

240V Receptacle

110V Receptacles: Duplex, Weather Proof, GFCI

Switches: Single Pole, Weather Proof, 3-Way, 4-Way

Switches: Dimmer, Timer

Audio Video: Control Panel, Switch

Wall Jacks: CAT5, CAT5 + TV, TV/Cable

Telephone Jack

Intercom

Thermostat

Door Chime, Door Bell Button

Smoke Detectors: Ceiling Mounted, Wall Mounted

Electrical Breaker Panel

Speakers: Ceiling Mounted, Wall Mounted

Fluorescent Light Fixture



B

ZONING:M-C2

A

MAIN FLOOR PLAN with-SUGGESTED ELECTRICAL LAYOUT

1/4"=1'-0"

OCT. 202014

A.03


VS

F

MAY 142015


VS

C JULY 062015

SEPT. 112015


D JULY 282015


VS


SEPT. 182015





DATE: SCALE:

July 11/14



Sh

ehza

d R

esid

ence

NEW

HO

ME

at 1

806

-8th

. St.

S.W

.

DRAWING TITLE:


4 0 3 - 9 0 1 - 5 1 1 5

CONSULTANT:

CONTRACTOR:

OWNER:


MUNICIPAL ADDRESS:

LEGAL ADDRESS:


PROJECT TITLE:

W12W12

W06W06W03W03

D15D15

W12W12

D12D12

W07W07 W07W07

D13D13

W04W04

3068

3668

D16D16

3068

3668

W04W04

N

1 0 1 2 3

13'-7" x 15'-4"

13'-7" x 9'-11"

13'-7" x 15'-4"

13'-7" x 9'-11"

9'-11" x 9'-0"9'-11" x 9'-0"

A AA A

C

C

C

C

D

D

D

D

B BB B

3'-8 1/2"

2'-0"

4'-9"4'-0 1/2"

6'-0

1/2

"3'

-8 1

/2"

7'-4"

5'-8 1/2"

8'-9 1/2"1'-8"

2'-0

"

3'-9"

10'-9

"5'

-11"

9'-3"

2'-0

"

5'-3"

2'-0

"

14'-6"

16'-8

"

42'-0

"

1'-8" 1'-8"

1'-8"

7'-2

"6'

-0"

2'-2

"10

'-0"

14'-6"

14'-6"

10'-0

"2'

-2"

16'-8

"6'

-0"

7'-2

"

1'-8"

42'-0

"

14'-6"

5'-3"

5'-6

"

5'-6

"

29'-0"

9'-3"

4'-7 1/2"4'-7 1/2"

2'-0

"

5'-1

1"10

'-9"

3'-9"

2'-0

"

1'-8"8'-9 1/2"

5'-8 1/2"

29'-0"

7'-4"

6'-0

1/2

"3'

-5"

3'-0

1/2

"3'

-0 1

/2"

3'-0

1/2

"3'

-0 1

/2" 4'-9" 4'-0 1/2"

2'-0"

3'-8 1/2"

2nd. FLOOR PLAN

CAN

TILE

VER

ED

FLO

OR

AB

OV

E

CAN

TILE

VER

ED

FLO

OR

AB

OV

E

CANT.

ULC APPROVED, GAS-FIREDFIREPLACE. VENTED THRU WALL(SEE CONTRACTOR SPEC.)

KITCHEN KITCHEN

NO

TE:

2x4

ON

FLA

T FR

AMIN

G U

ND

ERC

ANTI

LEVE

RE

D F

LOO

R F

OR

EX

TRA

INS

ULA

TIO

N S

PAC

E. c

/w 1

/2" P

AIN

TED

PLYW

OO

D W

ITH

NO

N-V

ENTE

D M

ETA

LSO

FFIT

BE

LOW

. (F

ILL

CA

VITY

w/IN

SUL.

)

BALCONY

DINING RM.

2x6

BEA

RIN

G W

ALL

(VERIFY w/STAIR SUPPLIER)

1806-A

DN

.U

P

MAS

ON

RY

FAC

ING

TO

60"

ABO

VE

FLO

OR

w/W

OO

D M

AN

TLE

(SE

E C

ON

TRAC

TOR

S S

PEC

.)

DN

.U

P

DINING RM.

PAN

TRY

8ft. CEILINGS 8ft. CEILINGSU

TILI

TYC

HAS

E

OP

TIO

NAL

BU

ILT-

IN

STO

RAG

E B

ENC

H

OP

TIO

NAL

BU

ILT-

IN

STO

RAG

E B

ENC

H

BALCONY5'-0"x7'-6"

CANT.

W/C

PAN

TRY

DISHWASHER

GA

S R

AN

GE

w/

MIC

RO

WAV

E

FRIDGE

NO

TE:

2x4

ON

FLA

T FR

AMIN

G U

ND

ERC

ANTI

LEVE

RE

D F

LOO

R F

OR

EX

TRA

INS

ULA

TIO

N S

PAC

E. c

/w 1

/2" P

AIN

TED

PLYW

OO

D W

ITH

NO

N-V

ENTE

D M

ETA

LSO

FFIT

BE

LOW

. (F

ILL

CA

VITY

w/IN

SUL.

)

LIVING RM.

FRIDGE

LIVING RM.

5'-0"x7'-6"

CANT.

P/L

2x6 FRAMED SCREENINGWALL BETWEEN BALCONIES.(SEE ELEVATIONS FOR FINISH)

CANT. CANT.

CANT.

METAL RAILING w/GLASS PANELS(SEE SUPPLIER)

P/L

CAN

T.

CAN

T.

FLOOR AREA #1806/1808 = 610 sq.ft./UNIT

1806-B

36" V

ANIT

Y

ULC APPROVED, GAS-FIREDFIREPLACE. VENTED THRU WALL(SEE CONTRACTOR SPEC.)

36" V

ANIT

Y

MAS

ON

RY

FAC

ING

TO

60"

ABO

VE

FLO

OR

w/W

OO

D M

AN

TLE

(SE

E C

ON

TRAC

TOR

S S

PEC

.)

4" MAINSTACK

4" MAINSTACK


LIN

E O

F O

PT.

CE

ILIN

G C

HA

SE

(SEE

ME

CH

. SU

PPLI

ER

)

LIN

E O

F O

PT.

CE

ILIN

G C

HA

SE

(SEE

ME

CH

. SU

PPLI

ER

)

4" STRUCTURAL WOODBRACKET BOLTED TO EXTERIORWALL FOR BALCONY 'ROOF TRUSS' SUPPORT (SEE ENG. DETAILS)(SEE ELEVATIONS)

2-ply 9.5" ENG.WOOD BEAM

2-ply 9.5" ENG.WOOD BEAM

LINE OF EXTERIOR WALLS ABOVE(SEE 3rd. FLOOR PLAN)

GA

S R

AN

GE

w/

MIC

RO

WAV

E

NOTE: ALL CONSTRUCTION WORK TO BE DONEIN ACCORDANCE WITH CURRENT LOCAL ANDNATIONAL BUILDING CODES. (ABC 2014) MIN.

DISHWASHER

SLOPE UPPER FLOORFOR STAIR HEADROOM

4" STRUCTURAL WOODBRACKET BOLTED TO EXTERIORWALL FOR BALCONY 'ROOF TRUSS' SUPPORT (SEE ENG. DETAILS)(SEE ELEVATIONS)

W/C

ENG. WOOD TRUSSES @24"o/c(SEE SUPPLIER FOR DETAILS)



ENG. WOOD MONOTRUSSES @24"o/c(SEE SUPPLIER)

ENG. WOOD MONOTRUSSES @24"o/c(SEE SUPPLIER)


(VERIFY w/STAIR SUPPLIER)

NOTE:FIREPLACE AND FRAMING SHOWN ARE FOR REFERENCEONLY. CONTRACTOR MUST CONFIRM WITH FIREPLACESUPPLIER ALL CLEARANCES AND REQUIRED FRAMING,FIRE PROTECTION, AND VENTING REQUIREMENTS THATIS REQUIRED FOR PROPER INSTALLATION OF FIREBOXBEFORE CONSTRUCTION BEGINS.(CONTRACTOR MAY NEED TO ADJUST PLAN AS REQ'D.DEPENDING ON MAKE/MODEL OF FIREPLACE INSTALLED)

44 44

5555

UTI

LITY

CH

ASE

D.J

.

D.J

.

D.J.

D.J.

D.J.

D.J.

WP

R

4

GFCI

3WP

SDCo2

EP

DC

SD

DM

A

T

AV Control

C5/TVC5 TV

T

SP SP

DESCRIPTIONSYMBOL


Ceiling Fan




240V Receptacle






Telephone Jack

Intercom

Thermostat






R

3

T

R

N

1 0 1 2 3

R

R

R

R R

R

R

RR

R

R

RR R

RR

R

R

R

R

WPWP

C5/TVC5/TV

GFCIGFCI

SDCo2

SDCo2

3

33

33

33

T

P/L

DISHWASHER

GA

S R

AN

GE

w/

MIC

RO

WAV

E

FRIDGE FRIDGE

GA

S R

AN

GE

w/

MIC

RO

WAV

E

DISHWASHER

DN

.U

P

DN

.U

P

KITCHENKITCHEN

DININGROOM

DININGROOM

LIVINGROOM

LIVINGROOM

BALCONY BALCONY

P/L


2nd. FLOOR PLAN

TO 3rd. FLOORLIGHT SWITCH

TO MAIN FLOORLIGHT SWITCH

TO 3rd. FLOORLIGHT SWITCH


GA

S FI

RE

PLAC

E

GA

S FI

RE

PLAC

E



B

ZONING:M-C2

A

2nd. FLOOR PLAN with-SUGGESTED ELECTRICAL LAYOUT

OCT. 202014

A.04


VS

F

MAY 142015


VS

C JULY 062015

1/4"=1'-0"

SEPT. 112015


D JULY 282015


VS


SEPT. 182015





DATE: SCALE:

July 11/14



Sh

ehza

d R

esid

ence

NEW

HO

ME

at 1

806

-8th

. St.

S.W

.

DRAWING TITLE:


4 0 3 - 9 0 1 - 5 1 1 5

CONSULTANT:

CONTRACTOR:

OWNER:


MUNICIPAL ADDRESS:

LEGAL ADDRESS:


PROJECT TITLE:

WP

R

4

GFCI

3WP

SDCo2

EP

DC

SD

DM

A

T

AV Control

C5/TVC5 TV

T

SP SP

DESCRIPTIONSYMBOL


Ceiling Fan




240V Receptacle






Telephone Jack

Intercom

Thermostat






N

1 0 1 2 3

R

R

R

R

R R RR

C5/TVC5/TV

C5/TVC5/TV

GFCI

GFCI

GFCI

GFCI

GFCI

GFCI

SDCo2 SD

Co2

33

3

33

3 33 3

3

STA

CKE

DW

.& D

.VE

NTE

DTH

RU

RO

OF

STA

CKE

DW

.& D

.VE

NTE

DTH

RU

RO

OF


DN

.

3rd. FLOOR PLAN

DN

.

BEDROOMBEDROOM

MASTERSUITE

MASTERSUITE

P/L

P/L



TAPSTAPS

W05W05

W11W11

W01W01

W05W05

W02W02

W08W08 W08W08

W11W11

D04D04

D18D18

D41D41

D03D03

D34D34

W02W02

D27D27

D38D38

D28D28

D21D21

D17D17

D39D39

D22D22

D40D40

D37D37

D42D42

W01W01

D40D40N

1 0 1 2 3

13'-7" x 12'-0" 13'-7" x 12'-0"

8'-1" x 9'-11" 8'-1" x 9'-11"

A AA A

C

C

C

C

D

D

D

D

B BB B

4'-7 1/2"

9'-3

"

1'-3

"

2'-1

0"

3'-5

"

3'-6

1/2

"

9"

3'-3"

3'-2 1/2" 2'-2"

1'-9 1/2"3'-0

1/2

"

3'-4

"7'

-5"

1'-10"

3'-10 1/2"

11 1/2"

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

29'-0"

4'-7 1/2"

5'-5"9'-1"

29'-0"

2'-7 1/2"

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

2'-1

0 1/

2"3'

-6 1

/2"

2'-0

"

1'-3

"

2'-1

0"

3'-1

0"

14'-6"

4'-1

1"

14'-6"

1'-8"

10'-0

"5'

-9"

6'-0

"4'

-11"

1'-8"1'-8"

1'-8"

15'-4

"10

'-0"

5'-9

"6'

-0"

42'-0

"14'-6"14'-6"

42'-0

"

15'-4

"3'

-10"

5'-5" 9'-1"

4'-7 1/2"

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

11 1/2"

2'-7 1/2"

1'-8" 4'-0 1/2" 4'-9" 3'-10 1/2"

1'-10"

7'-5

"3'

-4"

3'-0

1/2

"

3'-0

1/2

"3'

-0 1

/2"

1'-9 1/2"

2'-2" 3'-2 1/2"9"

3'-3"

3'-5

"

9'-3

"

4'-7 1/2"

2'-1

0 1/

2"2'

-0"

STA

CKE

DW

.& D

.VE

NTE

DTH

RU

RO

OF

EXTEND 1-ply, 2x10 P.T. WOOD BEAM TO CARRY OVERHEAD POWER LINESERVICE OF #837 18ave SW(GROUND RIM JOIST TO EARTH)(PAINTED)(SEE SITE PLAN)

BEDROOM BEDROOM

OP

TIO

NAL

SH

ELV

ING

MASTER SUITE

MAS

TER

CLO

SET

MASTERENSUITE

SOAKER TUB72"x36"

SHOWER60"x36"

ENSUITE

MASTER SUITE

LIN

EN C

LOSE

T

DN

.

SHOWER60"x36"

SOAKER TUB72"x36"

8ft. CEILINGS

3rd. FLOOR PLANFLOOR AREA #1806/1808 = 636 sq.ft./UNIT

P/L

1806-A 1806-B

OP

TIO

NAL

SH

ELV

ING

STA

CKE

DW

.& D

.VE

NTE

DTH

RU

RO

OF

MASTERENSUITE

SHOWER

34"x34"

ENSUITE

SHOWER

34"x3

4"

EXTEND 1-ply, 2x10 P.T. WOOD BEAM TO CARRY OVERHEAD POWER LINESERVICE OF #837 18ave SW(GROUND RIM JOIST TO EARTH)(PAINTED)(SEE SITE PLAN)

LIN

EN C

LOSE

T

DN

.

42" HIGH, 2x4FRD. HALF-WALL

42" HIGH, 2x4FRD. HALF-WALL

MAS

TER

CLO

SET

2-ply 2x10 #2SPFWOOD BEAM




4" MAINSTACK

2x6 FRAMED WALL

4" MAINSTACK

42" H

IGH

, 2x4

FRD

. HAL

F-W

ALL

42" H

IGH

, 2x4

FRD

. HAL

F-W

ALL

P/L ROOF OVERHANG ABOVE(SEE ELEVATIONS)

TAPSTAPS

CANT.

CANT.CANT.

CANT.

CANT. CANT.


ENG

. WO

OD

TR

USS

ES @

24"o

/c(S

EE S

UPP

LIER

FO

R D

ETAI

LS)

8ft. CEILINGS

ENG

. WO

OD

TR

USS

ES @

24"o

/c(S

EE S

UPP

LIER

FO

R D

ETAI

LS)

FRAMED INTERIORPLUMBING WALL

FRAMED INTERIORPLUMBING WALL

24" VANITYor PED. SINK

24" VANITYor PED. SINK

CAN

T.

CAN

T.

FLO

OR

PA

NW

ITH

DR

AIN

FLOO

R PA

NW

ITH D

RA

IN

(VERIFY w/STAIR SUPPLIER) (VERIFY w/STAIR SUPPLIER)

NOTE:-ALL EXTERIOR WALLS OVER 12ft. CLEAR,MUST BE CONSTRUCTED AS A "TALL WALL", MEANING THAT FRAMING MUST BE 12"o/c AND OR ENG. WOOD STUDS.(CONTRACTOR TO VERIFY DESIGN w/SUPPLIER)

66

55

66

55


48"x

48"

SKYL

IGH

T

48"x

48"

SKYL

IGH

T

2x6 FRAMED WALL



B

ZONING:M-C2

A

3rd. FLOOR PLAN with-SUGGESTED ELECTRICAL LAYOUT

OCT. 202014

A.05


VS

F

MAY 142015


VS

C JULY 062015

1/4"=1'-0"

SEPT. 112015


D JULY 282015


VS


SEPT. 182015





DATE: SCALE:

July 11/14



Sh

ehza

d R

esid

ence

NEW

HO

ME

at 1

806

-8th

. St.

S.W

.

DRAWING TITLE:


4 0 3 - 9 0 1 - 5 1 1 5

CONSULTANT:

CONTRACTOR:

OWNER:


MUNICIPAL ADDRESS:

LEGAL ADDRESS:


PROJECT TITLE:

WH WH

D31D31

D33D33

D01D01

D06D06

D30D30

D24D24

D08D08

D36D36

D02D02

D35D35

D23D23

D32D32

W10W10 W10W10

N

1 0 1 2 3

EP EP

10'-9" x 9'-4" 10'-9" x 9'-4"

A AA A

C

C

C

C

D

D

D

D

B BB B

7'-0

"

3'-9

"

2'-2

"

6'-1

"2'

-2"

8'-4

"

2'-2

"

3'-10"

4'-4 1/2" 1'-4"

5'-4"5'-4"3'-10"3'-10"

13'-2

"

3'-0

"

7'-4"

1'-6

"

14'-6"

29'-0"

14'-6"

8'-4

"

40'-6

"

10'-9

"6'

-1"

40'-6

"

10'-9

"

2'-8"2'-8"

14'-6"

29'-0"

11'-10"

14'-6"

11'-10"

7'-4"

3'-0

"

13'-2

"

5'-4" 5'-4"

3'-0

1/2

"3'

-0 1

/2"

4'-0 1/2"4'-9"4'-9" 1'-4"4'-0 1/2"

3'-0

1/2

"3'

-0 1

/2"

4'-4 1/2"

3'-10"

2'-2

"

3'-9

"7'

-0"

21'-6

"

21'-6

"

BEDROOM

UP

1806-B

7.3ft. CEILING

= 506 sq.ft./UNITBASEMENT FLOOR AREA #1806/1808

1806-A

FOUNDATION PLAN

FAMILY RM.13'-0"x12'-0"

7.3ft. CEILING

SAN

ITA

RY

TO

STR

EET

UP

8.4ft. CEILING

STORAGEUNDER STAIR

4-pce.BATH

UTILITYROOM

60"x30"TUB & SHOWER

4-pce.BATH

STORAGEUNDER STAIR

UTILITYROOM

P/LLIGHT WELL

P/L

(CAS

T IN

PLA

CE

STR

UC

TUR

AL S

TEEL

/CO

NC

RE

TE G

ARA

GE

FLO

OR

AB

OV

E)(S

EE

SU

PPLI

ER F

OR

EN

GIN

EER

ING

AN

D IN

STA

LLAT

ION

DE

TAIL

S)

LIGHT WELL

60"x30"TUB & SHOWER

NOTE: IN SLAB FLOOR HEATING IN BASEMENTLIVING AREAS ONLY. SEE CONTRACTORS SPEC.

BEDROOM

VEN

T FU

RN

ACE

TH

RU

FLO

OR

ABO

VE A

ND

TH

RU

EXT

ERIO

R W

ALL

TO O

UTS

IDE

.

FAMILY RM.13'-0"x12'-0"

7.3ft. CEILING

DR

OP

TOP

OF

CO

NC

RET

E FO

UN

DA

TIO

N W

ALL

24"

(see

EN

GIN

EER

)U

ND

ER

PR

E-E

NG

INE

ERED

STR

UC

TUR

AL S

TEE

L/C

ON

C. F

LOO

R(C

ON

TRAC

TOR

MU

ST

VER

IFY

w/S

UPP

LIER

BE

FOR

E C

ON

ST.

)

NOTE: IN SLAB FLOOR HEATING IN BASEMENTLIVING AREAS ONLY. SEE CONTRACTORS SPEC.(C

AST

IN P

LAC

E ST

RU

CTU

RAL

STE

EL/C

ON

CR

ETE

GAR

AG

E F

LOO

R A

BO

VE)

(SE

E S

UPP

LIER

FO

R E

NG

INE

ERIN

G A

ND

INST

ALL

ATIO

N D

ETA

ILS)

SAN. LIFT STATION(SEE SUPPLIER)

SAN

ITA

RY

TO

STR

EET

SAN. LIFT STATION(SEE SUPPLIER)

PLUMBING R/O FOR OPTIONALWET BAR ONLY. (SEE SPEC.)

SUMP & PUMP w/BATTERYBACK UP. DISCHARGE TO STORM

8.4ft. CEILING

7.3ft. CEILING

BOILER/HWTCOMBINATION

PLUMBING R/O FOR OPTIONALWET BAR ONLY. (SEE SPEC.)

D.J

.

D.J

. D.J.D.J.

BOILER/HWTCOMBINATION

PRE-ENGINEERED STEEL/CONCRETEFLOOR SYSTEM ABOVE. (SEE ENGINEER)

SUMP & PUMP w/BATTERYBACK UP. DISCHARGE TO STORM

VEN

T FU

RN

ACE

TH

RU

FLO

OR

ABO

VE A

ND

TH

RU

EXT

ERIO

R W

ALL

TO O

UTS

IDE

.PRE-ENGINEERED STEEL/CONCRETE

FLOOR SYSTEM ABOVE. (SEE ENGINEER)

DR

OP

TOP

OF

CO

NC

RET

E FO

UN

DA

TIO

N W

ALL

24"

(see

EN

GIN

EER

)U

ND

ER

PR

E-E

NG

INE

ERED

STR

UC

TUR

AL S

TEE

L/C

ON

CR

ETE

FLO

OR

(CO

NTR

ACTO

R M

US

T VE

RIF

Y w

/SU

PPLI

ER B

EFO

RE

CO

NS

T.)

22 22

F.D. F.D.



4" MAINSTACK

4" MAINSTACK

PRE-FINISHED METALWINDOW WELL.(SIZED ONSITE BY OTHERS)

PRE-FINISHED METALWINDOW WELL.(SIZED ONSITE BY OTHERS)

(VERIFY w/STAIR SUPPLIER) (VERIFY w/STAIR SUPPLIER)

1111

NOTE: CONTRACTOR ASSUMES ALL RESPONSIBILITYTO ENSURE ALL FOOTINGS AND BELOW GRADE PADSARE PROTECTED, AS REQUIRED BY "ABC 2014" IFLESS THAN 48" BELOW GRADE OR EXPOSED TO WATER OR FROST. (SEE CONTRACTOR FOR DETAILS)


WH WH

C5/TVC5/TV

SDCo2

SDCo2

GFCIGFCI

C5/TVC5/TV

3 3 33

33

N

1 0 1 2 3

EP EP

UP

UP

UTILITYROOM

UTILITYROOM

BEDROOM BEDROOM

FAMILYROOM

FAMILYROOM

P/L

P/L




BASEMENT PLAN

WP

R

4

GFCI

3WP

SDCo2

EP

DC

SD

DM

A

T

AV Control

C5/TVC5 TV

T

SP SP

DESCRIPTIONSYMBOL


Ceiling Fan




240V Receptacle






Telephone Jack

Intercom

Thermostat








B

ZONING:M-C2

A OCT. 202014

A.06


VS

F

MAY 142015


VS

FOUNDATION PLAN with-SUGGESTED ELECTRICAL LAYOUT for BASEMENT

C JULY 062015

1/4"=1'-0"

SEPT. 112015


D JULY 282015


VS


SEPT. 182015





DATE: SCALE:

July 11/14



Sh

ehza

d R

esid

ence

NEW

HO

ME

at 1

806

-8th

. St.

S.W

.

DRAWING TITLE:


4 0 3 - 9 0 1 - 5 1 1 5

CONSULTANT:

CONTRACTOR:

OWNER:


MUNICIPAL ADDRESS:

LEGAL ADDRESS:


PROJECT TITLE:

5 1/

2"

1'-0

"7'

-10

1/4"

1'-8" 1'-8"

1'-0

"

10"

10"

1'-0

"

1'-0

"7'

-10

1/4"

5 1/

2"

8'-1

1/8

"

10"

2'2'

8'-1

1/8

"

10 1

/4"

8'-1

1/8

"10

1/4

"

8'-1

1/8

"10

1/4

"10

1/4

"

1'-8"1'-8"

10"

14'-6" 14'-6"

8"8"

4'-3

"

1"x6" PRESSURE-TREATEDBLOCKING IN GARAGE ONLY.

FWD3FWD3

NOTE: PRE-ENGINEERED STRUCTURAL STEEL/CONCRETE GARAGE FLOOR SYSTEM SHOWNFOR REFERENCE ONLY. REFER TO CONTRACTOR'SSPEC. AND SUPPLIER FOR ACTUAL SYSTEM TO BEUSED. CONTRACTOR MUST USE SUPPLIERS/ENG. DETAILS AND SHOP DRAWINGS FOR FINAL FOUNDATIONDIMENSIONS AND STRUCTURAL REQUIRED AND CONFIRMWITH SUPPLIER BEFORE CONSTRUCTION.

EXTEND EXTERIOR 'BLUESKIN SA'OVER FLOOR SLAB/FDN. LINE AND EXTERIOR SHEATHING WHEREWITHIN 8" OF FINISHED GRADE,NO JOINTS. TYPICAL

12"

4" PERIMETER Ww/REQUIRED COPER ABC 2014. DFDN. WALL TO S

1"x2" @24"o/c WOOD STRAPPINGUNDER STRUCTURAL STEEL FLOORTYPICAL

ATF48.71

ROOF PEAK61.18

u/s TRUSSES59.63

2nd. FLOOR54.44

MAIN FLOOR51.71

3rd. FLOOR57.16

HEE

L

4"4"

1"x6" PRESSURE-TREATEDBLOCKING IN GARAGE ONLY.

12"

PRESSURE-TREATEDSILL PLATES. TYPICAL

PRESSURE-TREATEDSILL PLATES. TYPICAL

1S21

S2

EXTEND EXTERIOROVER FLOOR SLABEXTERIOR SHEATHWITHIN 8" OF FINISNO JOINTS. TYPICA

INSULATE ENGINEERED JOIST SPACEw/ 2lb. SPRAY FOAM. (R30) MINIMUM

2S22

S2

IN SLABHEATING

IN SLABHEATING


W200x19 @24"o/c FLOOR JOISTSW200x19 @24"o/c FLOOR JOISTS

CANT.CANT.

1288

12

HEE

L

NOTE:FIREPLACE AND FRAMING SHOWN ARE FOR REFERENCEONLY. CONTRACTOR MUST CONFIRM WITH FIREPLACESUPPLIER ALL CLEARANCES AND REQUIRED FRAMING,FIRE PROTECTION, AND VENTING REQUIREMENTS THATIS REQUIRED FOR PROPER INSTALLATION OF FIREBOXBEFORE CONSTRUCTION BEGINS.(CONTRACTOR MAY NEED TO ADJUST PLAN AS REQ'D.DEPENDING ON MAKE/MODEL OF FIREPLACE INSTALLED)

SECTION NOTE:FROST FOOTINGS ARE REQUIRED TO BE 48"MINIMUM BELOW GRADE.REFER TO ENGINEERS DRAWINGS FORFOUNDATION DETAILS AND STRUCTURAL

A

24"x10" POUREDCONCRETE STRIP FTG.(SEE ENG. DRAWINGS)


36" x10" POUREDCONCRETE STRIP FTG.(SEE ENG. DRAWINGS)

P/L

128

128

HEE

L

HEE

L

NON-VENTED METAL SOFFITOVER 1/2" PLYWOOD. TYPICAL(ALL SOFFITS WITHIN 1.2m P/L)

10" METAL-CLADFASCIA BOARDTYPICAL

VENT GAS FIREPLACETHRU WALL. TYPICAL


1/2" PAINTED PLY. SOFFITUNDER 2x4 ON FLAT FRAMING.(EXTRA INSULATION SPACE)

FILL CANT. CAVITYWITH INSULATIONTYPICAL

CHASE CHASE

CHASE CHASE



9.5" ENG. WOOD FLOOR SYSTEM 9.5" ENG. WOOD FLOOR SYSTEM

9.5" ENG. WOOD FLOOR SYSTEM9.5" ENG. WOOD FLOOR SYSTEM

ULC APPROVED, GAS-FIREDFIREPLACE. (SEE CONTRACTOR)ADJUST FRAMING ONSITE AS REQ'D.PER FIREPLACE INSTRUCTIONS. TYP.

CUSTOM WOOD MANTLE, TYP.(SEE CONTRACTOR'S SPEC.)

INSULATE ALL RIMS TO R40 MINIMUM TYPICAL(SPRAY OR BATT)


DW05

DW05

FW03FW03

DW03

DW03

DW03

DW03

DW02

DW02

DW01

DW01

INSULATION STOP. TYPICAL

1S21

S2

FWD3FWD3

HALL HALL

GARAGE GARAGE

LIVINGROOM

LIVINGROOM

MASTERSUITE

MASTERSUITE

LINE OF ROOF BEYOND(SEE ELEVATIONS)

FAMILYROOM FAMILY

ROOM

FW-2

FW-2

FW-2

FW-2

FC-5F

C-5

4'-3" 10'-3"

8'-1

1/8

"

8'-1

1/8

"

W1dW1d

W13aW

13a

W13aW

13a

W13aW

13a

WE-1WE-1

WE-2W

E-2

WE-1WE-1

WE-2W

E-2

WE-6W

E-6W

E-6W

E-6B8eB8e

FC-5F

C-5

FC-1F

C-1F

C-1F

C-1

FW-4

FW-4

FW-4

FW-4

FW-2

FW-2

FW-2

FW-2

VENTED ATTIC SPACE(SEE ELEVATIONS)


RS-1R

S-1R

S-1R

S-1

WI-3WI-3

WI-3WI-3

4'-3"10'-3"

5 1/

2"

5 1/

2"

10 1

/4"

1'-0

"

11 7

/8"

7'-3

1/8

"

21'-6"

3'-6"7'

7'-1

0 1/

4"

1'-2

1/2

"

9'

6'-1

0 1/

2"

5'-6"

2'

3'-6

"

2'

1'1'

8'-1

1/8

"10

1/4

"8'

-1 1

/8"

10 1

/4"

3'

42'



12"

STEP


EXTEND EXTERIOR 'BLUESKIN SA'OVER FLOOR SLAB/FDN. LINE ANDEXTERIOR SHEATHING WHEREWITHIN 8" OF FINISHED GRADENO JOINTS. TYPICAL

W200x19 @24"o/c FLOOR JOISTS

4"x4" STEEL ANGLE/LINTELOVER DOOR WAY SUPPORTED4" EACH SIDE ON BRICK ANDBOLTED @24"o/c THRU-OUTLENGTH w/ 1/2" LAG BOLTS.

u/s TRUSSES59.63

ROOF PEAK61.18

ATF48.71

MAIN FLOOR51.71

3rd. FLOOR57.16

2nd. FLOOR54.44

REQUIRED STEEL DECKING SUPPORTAT FRAMED WALL BY STRUCTURALFLOOR SUPPLIER

MAIN SAN.

IN SLABHEATING

IN SLABHEATING

IN SLABHEATING


9.5" ENG. WOOD FLOOR SYSTEM



122.5

5/4"x8" SMARTBOARD TRIM WITH2"x2" TOP CAP CONTINUOUS

VENTED METAL SOFFIT

6" METAL CLAD FASCIA(SEE SUPPLIER)


VENTED METAL SOFFIT


VENTED METAL SOFFIT


INSULATION STOPTYPICAL

2x4 ON-FLAT FRAMING UNDER FLOORc/w VENTED METAL SOFFIT BELOW

METAL RAILINGS WITHGLASS CURTAIN PANELS(SEE SUPPLIER)

1/2" PLY. INSULATION STOP/BLOCKING AT EXTERIOR JUNCTION

ENG. WOOD TRUSSFRAMING OVER BALCONY

CANT.

WEATHER-PROOF DECKING(SEE CONTRACTOR SPEC.)

METAL FASCIA/FLASHING w/DRIP EDGE

OPT. 2x4 FRAMED 'HVAC' CHASE(SEE MECH. SUPPLIERS)

2x4 FRAMING UNDER FLOORc/w VENTED METAL SOFFIT BELOW

POURED CONCRETE STEPAT FRONT MANDOOR ONLY

LIFT-STATION(SEE SUPPLIER)

TO SAN. IN STREET


2x4 FRAMED BULKHEADWALL WITH 1/2" P.T. PLY.SHEATHING GARAGE SIDE

ENSUITE HALLWAY CLOSET MASTERSUITE

KITCHEN HALLWAY BATH LIVINGROOM

BALCONY

OFFICEHALLWAY

FRAME DOWN CEILING WITH 2x4 @24"o/cFOR HVAC CHASE AREA IF REQUIRED(CONTRACTOR TO VERIFY WITH SUBTRADES)

BEDROOM HALLWAY FAMILYROOM

SLOPE



CHASE(OPTIONAL)

SECTION D

4" PERIMETER WEEPING TILEw/REQUIRED COVER MATERIALPER ABC 2014. DRAINED THRUFDN. WALL TO SUMP & PUMP


NOTE:FROST FOOTINGS ARE REQUIRED TO BE 48"MINIMUM BELOW GRADE.REFER TO ENGINEERS STAMPED DRAWINGSFOR FOUNDATION DETAILS AND STRUCTURAL

1S31

S3 FC-5F

C-5

1'

8'-1

1/8

"


10"

WI-4WI-4

WE-6W

E-6W

E-6W

E-6

FC-1F

C-1

FW-2F

W-2

FW-2

FW-2

FW-2F

W-2

WE-1WE-1

WE-1WE-1

WE-1WE-1 W

E-1WE-1

WE-1WE-1

WE-1WE-1

WI-4WI-4

WI-6WI-6

WI-4WI-4

WI-4WI-4

WI-6WI-6

WI-4WI-4

WI-4WI-4

RS-1R

S-1

10"

HEE

L

4'-1

1 1/

8"

3'-9"

1'-0"

1'-0

"

4'-1

1 1/

8"4'

-5 5

/8"

4'-5

3/4

"4'

-5 5

/8"

4'-5

1/2

"

4'-5

7/8

"

4'-5

5/8

"4'

-5 1

/2"

3'-7

5/8

"

1'-8" 1'-8"

7'-3

1/8

"

1'-0"

3'-9"

5 1/

2"

5 1/

2"

7'-2

3/8

"

7'-2

3/8

"

10 1

/4"

14'-6" 14'-6"

10"

2'2'

10"

3'-6

"

3'-6

"

11'-4

3/8

"

11'-4

3/8

"

10 1

/4"

8'-1

1/8

"10

1/4

"8'

-1 1

/8"

10 1

/4"

7'-3

1/4

"

7'-3

1/4

"6'

-8 1

/8"

6'-8

1/8

"




P/L





INSULATE SKYLIGHT WALLSTO MINIMUM R22 OR BETTER(SEE CONTRACTORS SPEC.)

INSULATE SKYLIGHT WALLSTO MINIMUM R22 OR BETTER(SEE CONTRACTORS SPEC.)

HEE

L

1288

12

HEE

L

NON-VENTED METAL SOFFITOVER 1/2" PLYWOOD. TYPICAL(ALL SOFFITS WITHIN 1.2m P/L)


INSULATION STOP. TYPICAL

2nd. FLOOR54.44

MAIN FLOOR51.71

3rd. FLOOR57.16

ATF48.71

ROOF PEAK61.18

u/s TRUSSES59.63


SECTION

IN SLABHEATING

IN SLABHEATING


2x8 FRAMING

2x8 FRAMING

2x8 FRAMING

2x8 FRAMING

2x8 FRAMING

2x8 FRAMING

9.5" ENG. WOOD FLR. SYS.






DW05

DW05

DW04

DW04

DW03

DW03

DW03

DW03

DW02

DW02

DW01

DW01

OPT. CHASE OPT. CHASE

OPT. CHASEOPT. CHASE

OPTIONAL FRAMEDUTILITY /HVAC CHASE(VERIFIY w/SUPPLIER)



NOTE:FROST FOOTINGS ARE REQUIRED TO BE 48"MINIMUM BELOW GRADE.REFER TO ENGINEERS STAMPED DRAWINGSFOR FOUNDATION DETAILS AND STRUCTURAL

B

2S32

S32

S32

S3

HEA

DR

OO

M

HEA

DR

OO

MH

EAD

RO

OM


HEA

DR

OO

M


HEA

DR

OO

M

HEA

DR

OO

M

3S33

S3

48x48SKYLIGHT

48x48SKYLIGHT

9' 9'



RS-1R

S-1R

S-1R

S-1

8'-1

1/8

"

WE-1WE-1

WE-1WE-1

WE-1WE-1

WE-1WE-1

FW-2F

W-2

FW-2F

W-2

FW-2

FW-2

FW-2F

W-2

FW-2F

W-2

FW-2F

W-2

FC-1F

C-1F

C-1F

C-1

W1dW1d

W13aW

13a

W13aW

13a

W13aW

13a

B8eB8e

WE-7W

E-7W

E-7W

E-7

WI-4WI-4

WI-4WI-4 W

I-4WI-4

WI-4WI-4

1'-0

"

9'-0

"4'

-5 7

/8"

4'-5

1/2

"

4'-5

1/2

"4'

-5 7

/8"

4'-5

5/8

"

21'-6"

7'-1

0 1/

4"

5 1/

2"

5 1/

2"4'

-11

1/8"

6'-1

0 1/

2"

6'-1

0 1/

2"

6'-1

0 1/

2"

8'-1

1/8

"10

1/4

"8'

-1 1

/8"

10 1

/4"

9 1/

4"

3'-1"

10"

1'-6"1'-6"

3' 1'-6"

42'


12"


W200x19 @24"o/c FLOOR JOISTS



UTI

LITY

CH

ASE

2nd. FLOOR54.44

MAIN FLOOR51.71

3rd. FLOOR57.16

ATF48.71

ROOF PEAK61.18

u/s TRUSSES59.63

2x4 FRAMED BULKHEADWALL WITH 1/2" P.T. PLY.SHEATHING GARAGE SIDE






HEE

L

BULKHEAD

CHASE(OPTIONAL)


IN SLABHEATING



IN SLABHEATING

SECTION NOTE:FROST FOOTINGS ARE REQUIRED TO BE 48"MINIMUM BELOW GRADE.REFER TO ENGINEERS STAMPED DRAWINGSFOR FOUNDATION DETAILS AND STRUCTURAL

C

2x8 FRAMED LANDING

2x8 FRAMED LANDING

2x8 FRAMED LANDING

4"x4" STEEL ANGLE/LINTELOVER DOOR WAY SUPPORTED4" EACH SIDE ON BRICK ANDBOLTED @24"o/c THRU-OUTLENGTH w/ 1/2" LAG BOLTS.

4" DECORATIVE BRICKVENEER (SEE SUPPLIER)

NON-VENTED METAL SOFFIT UNDER1/2" PLYWOOD BACKING




VENTED METAL SOFFIT


EXTEND EXTERIOR 'BLUESKIN'SA OVER FLOOR FRAMING AND EXTERIOR SHEATHING WHEREWITHIN 8" OF FINISHED GRADE,NO JOINTS. TYPICAL

3/4" FIBERBOARD EXPANSION JOINTBETWEEN DRIVEWAY AND SLAB



CANT.



BEDROOM ENSUITE MASTER SUITE

KITCHEN DININGROOM

LIVINGROOM

OFFICEGARAGE

FAMILYROOM

BEDROOM UTILITYROOM

CONCRETE SLOPED TO O.H.D.(SEALED per SUPPLIER INSTRUCTIONS)


1S31

S3

SLOPE

8'-1

1/8

"


FC-5F

C-5

WE-6W

E-6WE-6W

E-6

FC-1F

C-1F

C-1F

C-1

WI-3WI-3

WI-4WI-4

PAINTED CONCRETEFLOOR ONLY

WI-4WI-4

WI-4WI-4

WI-4WI-4

WI-4WI-4

WI-4WI-4

WI-4WI-4

2-ply 11.875" ENG. WOODBEAM OVER GARAGE DOOR

WE-1WE-1

WE-1WE-1

WE-1WE-1

WI-4WI-4

FW-2

FW-2

FW-2

FW-2

FW-2

FW-2

FW-2

FW-2

FW-4

FW-4

RS-1R

S-1

WE-1WE-1

WE-1WE-1

WE-1WE-1

WI-4WI-4

REFER TO ENGINEERS DRAWINGS FOR

WALL ASSEMBLY - W13a.

FOUNDATION & STRUCTURAL DETAILS

REFER TO ENGINEERS DRAWINGS FORFOUNDATION & STRUCTURAL DETAILS

2 HOUR FIRE SEPARATION (STC-57)- 2-LAYERS 5/8" TYPE 'X' DRYWALL,

4" SOUND INSULATION BOTH SIDES.

per ABC 2006, Div. B, A-9.10.3.1.A. Fire & Sound Resistance of Walls, Assemblies: W13a. & B6e.

TAPED& SANDED, BOTH SIDES.- 2-ROWS, 2"x4" WOOD STUDS

AT 16"O/C ON SEPARATE PLATESAND 1" APART.

- 4" SOUND INSULATION BOTH SIDES.

WALL ASSEMBLY - W13a.2 HOUR FIRE SEPARATION (STC-57)

AT MAIN FLOOR JUNCTIONSMID-HEIGHT OF DEMISING WALLNOTE:DEMISING WALL DETAIL

P/L

TOP OF MAIN FLOOR

BETWEEN JOISTS2"x4" WOOD BLOCKING

- 2-LAYERS 5/8" TYPE 'X' DRYWALL, TAPED& SANDED, BOTH SIDES.- 2-ROWS, 2"x4" WOOD STUDS


- 4" SOUND INSULATION BOTH SIDES.METAL FIRESTOP

DW03

per ABC 2006, Div. B, A-9.10.3.1.A. Fire & Sound Resistance of Walls, Assembly: B6e.

TAPED&SANDED, BOTH SIDES- 5/8" ACOUSTIC DRYWALL,2 HOUR FIRE SEPARATION (STC-57)

- 1.5" RIGID INSULATION BETWEENBOTH SIDES.

- 2"x2" WOOD STRAPPING AT 24" O/C

- 8" POURED CONCRETE WALLWOOD STUDS, BOTH SIDES

WALL ASSEMBLY - B6e.

DEMISING WALL DETAIL NOTE:LOWEST PORTION OF DEMISING WALLAT UNDERSIDE OF BASEMENT FLOOR

POURED CONCRETESTRIP FOOTING(SEE ENGINEER SECTION)

TOP OF BSMT. FLOOR

P/L


WALL ASSEMBLY - B6e.

4" SOUND INSULATION BOTH SIDES.

per ABC 2006, Div. B, A-9.10.3.1.A. Fire & Sound Resistance of Walls, Assemblies: W13a. & B6e.

- 4" SOUND INSULATION BOTH SIDES.AND 1" APART.AT 16"O/C ON SEPARATE PLATES

- 2-ROWS, 2"x4" WOOD STUDS TAPED& SANDED, BOTH SIDES.- 2 LAYERS 5/8" TYPE 'X' DRYWALL, 2 HOUR FIRE SEPARATION (STC-57)

AT MAIN FLOOR JUNCTIONSMID-HEIGHT OF DEMISING WALLNOTE:DEMISING WALL DETAIL

P/L

TOP OF MAIN FLOOR

BETWEEN JOISTS2"x4" WOOD BLOCKING

METAL FIRESTOPWOOD STUDS, BOTH SIDES- 8" POURED CONCRETE WALL

- 2"x2" WOOD STRAPPING AT 24" O/CBOTH SIDES.

- 1.5" RIGID INSULATION BETWEEN

2 HOUR FIRE SEPARATION (STC-57)- 5/8" ACOUSTIC DRYWALL, TAPED&SANDED, BOTH SIDES


WALL ASSEMBLY - W1d.

per ABC 2006, Div. B, A-9.10.3.1.A. Fire & Sound Resistance of Walls, Assemblies: W1d. & W13a.

DEMISING WALL DETAIL NOTE:TOP PORTION OF ICF DEMISING WALLAT UNDERSIDE OF ROOF TRUSSES

u/s ROOF TRUSSES2 HOUR FIRE SEPARATION (STC-57)

ENG. WOOD TRUSSESAT 24" O/C.

METAL FIRESTOP

2 HOUR FIRE SEPARATION (STC-36)- 2 LAYERS 5/8" TYPE 'X' DRYWALL, TAPED&SANDED, BOTH SIDES- WOOD STUDS/TRUSS WALL

P/L

- 2-LAYERS 5/8" TYPE 'X' DRYWALL, TAPED& SANDED, BOTH SIDES.- 2-ROWS, 2"x4" WOOD STUDS


- 4" SOUND INSULATION BOTH SIDES.

per ABC 2006, Div. B, A-9.10.3.1.A. Fire & Sound Resistance of Walls, Assemblies: W1d.

WALL ASSEMBLY - W1d.P/L

ENG. WOOD TRUSSESAT 24" O/C.

2 HOUR FIRE SEPARATION (STC-32)- 2 LAYERS 5/8" TYPE 'X' DRYWALL, TAPED&SANDED, BOTH SIDES.- WOOD STUDS/TRUSS WALL - 5/8" TYPE 'X' DRYWALL, TAPED&SANDED.

TOP OF ROOF

DEMISING WALL DETAIL NOTE:TOP-MOST SECTION OF DEMISING WALLAT UNDERSIDE OF ROOF SHEATHING

DW05

DW04

DW02

01DW



B

ZONING:M-C2

A OCT. 202014

A.07


VS

F

MAY 142015


VS

C JULY 062015

SECTIONSA,B,C,D

1/4"=1'-0"

SEPT. 112015


D JULY 282015


VS


SEPT. 182015





DATE: SCALE:

July 11/14



Sh

ehza

d R

esid

ence

NEW

HO

ME

at 1

806

-8th

. St.

S.W

.

DRAWING TITLE:


4 0 3 - 9 0 1 - 5 1 1 5

CONSULTANT:

CONTRACTOR:

OWNER:


MUNICIPAL ADDRESS:

LEGAL ADDRESS:


PROJECT TITLE:

2.32.3LOWER FLASHING DETAIL RULE OF THUMB:

MAINTAIN A 1" RISE FOR EVERY 15-20kphWIND ANTICIPATED.

DR

YWA

LL

OS

B/P

LYW

OO

D S

HE

ATH

ING

JAMB EXTENSION

WINDOW

BAT

TEN

CLA

DD

ING

1.1.

2.2.

3.3.

4.4.

5.5.

6.6.

7.7.

1. REVERSE FLASHING AS PER 9.2.7.3.82. ROPE & CAULK FLASHING TO WINDOW3. SILL PAN OUT AND COVER FLASHING4. BATTEN - ALLOW SPACE FOR DRAINAGE5. FLASHING AS PER 9.2.7.3.86. WEATHER RESISTANT MEMBRANE BEHIND UPPER FLASHING7. LOWER CLADDING

NOTE:d. DO NOT SEAL LOWER WINDOW FLANGE TO FRAMINGe. MUST ALLOW DRAINAGE OF ROUGH OPENINGf. HOUSE WRAP DOES NOT CONSTITUTE A SILL PAN

NOTE:DON'T MAKE ATTENS TOO TIGHT. ALLOW DRAINAGE PATHWAYS. FOLLOWMAUNFACTURER'S INSTRUCTIONS, WHICH GENERALLY REQUIRE SPACESTO BE INCORPORATED BETWEEN THE WINDOW AND BATTEN, BATTENFLASHINGS ETC.

3'-0

"

6'-0"

8"

8"

LS

ON.IDE ALL)

D FLOORLIER.SPEC.)

HAILS

RS

RE

SOUND INSULATE RIMSTO MINIMUM 'STC 57'

LLSEMRUCTION.

3/4" PLYWOODSUBFLOOR

AILS

TION.RIDE ALL)

3/4" PLYWOODSUBFLOOR

P.T. WOOD BLOCKING

LSM

RUCTION.

FC5F

C5WI3WI3

W13aW

13a

/c

CRETE

24"

6"

NOTE:REFER TO ENGINEERS DETAILSFOR VERIFICATION OF THISDETAIL BEFORE CONSTRUCTION.(ENGINEERS DETAILS OVERRIDE ALL)


>24" >24"12" MAIN FLOOR

BSMT. FLOOR

WOOD JOISTS

WOOD JOISTSWOOD JOISTS

15M @12"o/cHORIZONTAL22

22

3-20M VERTICAL REBAR FULL HEIGHT @6"o/c EACHSIDE OF STAIRWELL. SET REBAR 1.5" FROM INSIDEFACE OF FOUNDATION WALL.

REFER TO STRUCTURAL ENGINEERSDRAWINGS FOR FOUNDATION REINFORCEMENT

TOP of WALL

10'-1

0"M

AXIM

UM

22ADD 3-15M @6"o/c EXTRA HORIZONTAL REBAR ON EACH FACE AT THE TOP OF FOUNDATION WALL. EXTEND BARS MINIMUM 24" BEYOND OPENING

12"

METAL FIRESTOP

B8eB8e

15M CONT.


15M@12"o/cHORIZONTALTYPICAL

3S33

S3

FOUNDATION REINFORCEMENT ATMID-CONCRETE WALL (WOOD FLOOR

MAIN FLOOR

2"x6" P.T.LADDER

15M @12"o/cVERTICAL

10'-1

0"M

AXIM

UM

BSMT. FLOOR

LINTEL OVER OPENING

24"x10" CONCRETE STRIP FTG.(SEE ENG. DRAWINGS)

4" POURED CONCRETE FLOOR SLABAS PER SPEC. (SEE CONTRACTOR)

20M

NOTE: WHEN FLOOR JOISTS RUN PARALLEL TO FOUNDATION WALL PROVIDE FULL DEPTH JOIST BLOCK'G. IN FIRST TWO JST. SPACES @24"o/c MAX.

15M

CONTINUOUS FOUNDATION

6"12

"

MA

XIM

UM

10'-1

0"

MAIN FLOOR

ADD 2-15M, 2-EACH FACEBELOW OPENING, EXTEND24" PAST EACH FACE OFOPENING. MAXIMUM

ADD 2-20M VERTICAL EACHFACE, EACH SIDE OF OPENING

WALL OPENING

TOP OF FOUNDATION WALL

TOP OF STRIPFOOTING

1S41

S4

FOUNDATION REINFORCEMENTAT STAIRWELL - 'ELEVATION VIEW'

6ft. MAXIMUM OPENINGNO LATERAL SUPPORT @ t/o WALL

11

11

POURED CONCRETE FLOOR SLABAS PER SPEC. (SEE CONTRACTOR)


624

2"x6" P.T. LADDER

FILL RIM WITH INSULATION

18ga. x1.5" METAL STRAPAT 4"o/c. c/w 3-3.5" NAILSEACH END8" MIN.

8" MIN.

8" POURED CONCRETEFOUNDATION WALL

WOOD JOISTS

15M @12"o/c

15M CONT.


DAMPROOFINGBELOW GRADE.

FIN. GRADE

MAIN FLOOR

MA

X. B

ACKF

ILL

MA

XIM

UM

20M 'L'-BAR @12"o/c

WEEPING TILEw/REQ'D. COVER

1S31

S3

FOUNDATION REINFORCEMENTAT HIGH BACKFILL (7'-7" plus)

BASEMENT FLOOR

24"x10" CONCRETE STRIP FTG.(SEE ENGINEERS DRAWINGS)

20M @12"o/c VERTICAL

15M @12"o/cHORIZONTAL TYP.

1.5" COVER

2-15M HORIZONTALTOP & BOTTOM CONT.

10'-1

0"

9'-0

"

POURED CONCRETEBSMT. FLOOR SLAB

CONCRETESTRIP FTG

WEEPING TILE thruFOUNDATION TO SUMP PIT

2S42

S4

FOUNDATION REINFORCEMENTAT WINDOW OPENINGS

WE-7W

E-7

15M CONT.


2-15M@12"o/c

15M@12"o/cHORIZONTAL

ADD 3-15M @6"o/cEXTRA HORIZONTAL REBARON EACH FACE AT THE TOPOF FOUNDATION WALL.EXTEND BARS MINIMUM 24"BEYOND OPENING.

20M@12"o/cVERTICAL

2S32

S3

FOUNDATION REINFORCEMENTAT STAIRWELL - 'SECTION VIEW'

MAIN FLOOR2x4 LADDER to FASTENWALL SYSTEM to FDN. WALL

DAMPROOFINGBELOW GRADE

FIN. GRADE

20M 'L'-BAR @12"o/c

10'-1

0"M

AXIM

UM

9'-0

"M

AX. B

ACK

FILL

BSMT. FLOOR

WEEPING TILEw/REQ'D. COVER

24"x10" CONCRETE STRIP FTG.(SEE ENG. DRAWINGS)

4" POURED CONCRETE FLOOR SLABAS PER SPEC. (SEE CONTRACTOR)

15M HORIZ.TYPICAL

624


8" MIN.

MIN.

TRAPAILS

8"

20M DOWELS @12"o/c24"

6"

2S22

S2

SUMP TANK COVERDISCHARGE PIPE

ELECTRICAL OUTLET(min. 48" AFF)

WE-6W

E-6

NOTE:ALL METAL FLASHINGS MUST BESLOPED AT MINIMUM 6%

2-LAYERS OF WEATHERRESISTIVE BARRIER

METAL FLASHING

OUTSIDE

WE-6W

E-6

STC

-

FC-5F

C-5

-3" CONCRETE FLOOR PER SPEC.-6x6 WWM EMBEDDED IN SLAB-1.5" P-3606 STEEL DECKING-W200x19 @24"o/c FLOOR JSTS.-2lb. SPRAY FOAM INSULATION (R30)-1"x2" WOOD STRAPPING @24"o/c -1/2" DRYWALL CEILING-CEILING FINISH PER SPEC.

30+ 2hr.

-FINISHED FLOOR AS PER SPEC.-3/4" PLYWOOD SUBFLOOR GLUED & SCREWED TO JOISTS-9.5" ENG. WOOD FLOOR SYSTEM-R20 SPRAY FOAM TO u/s SHEATHING-6mil POLY VAPOUR BARRIER(SEALED)-5/8" TYPE 'X' DRYWALL TAPED & SANDED (FINISH PER SPEC.)

60min.20F

W-4F

W-4

18ga. x1.5"METAL STRAPAT 4"o/c.

PRESS. TREATEDWOOD BLOCKING

PRESS. TREATEDWOOD BLOCKING

3"x3"x1/4"STEEL ANGLE

NOTE: CONTRACTOR MUST OBTAIN ENGINEERING AND SHOP DRAWINGS FROMSTRUCTURAL STEEL/CONCRETE FLOOR SUPPLIERS BEFORE CONSTRUCTION. ADJUSTMENTS TO FOUNDATION 'WALL DROPS' AND STEEL REINFORCEMENT MAY BEEXPECTED. ADJUSTMENTS MUST BE PRE-ENGINEERED TO SUPPORT LOADS PER CODE.

12+ 4hr. -

-PARGING ABOVE GRADE-DAMPPROOFING BELOW GR.-BLUESKIN SA AIR BARRIER-8" POURED CONC. WALL over 24"x10" POURED CONCRETE STRIP FTG. w/2-15M BAR HORIZONTAL CONTINUOUS-6mil POLY TO GRADE-1.5" RIGID INSULATION BONDED TO CONCRETE WALL. (SEE SPEC.)

Outside

WE-7W

E-7

WALL SCHEDULE

WALL SCHEDULE FLOOR SCHEDULE

-WOOD WALL or WOOD TRUSS-2-LAYERS 5/8" TYPE 'X' DRYWALL TAPED & SANDED BOTH SIDES-4" SOUND INSULATION to 24" OVER CEILING. BOTH SIDES

W13aW

13a

W1dW1d

322hr.-

-2 ROWS 2x4 WOOD STUDS at 16"o/c ON SEPARATE 2x4 PLATES, 1" APART.-4" SOUND INSUL./SIDE MINIMUM-1" AIRSPACE SEPARATES WALLS-2-LAYERS 5/8" TYPE 'X' DRYWALL. TAPED & SANDED BOTH SIDES (ACOUSTIC CAULK BOTH SIDES) (FINISH PER SPEC. BOTH SIDES)

WALL SCHEDULE

- 2hr. 57

- 2hr. 57

SYMBOL ASSEMBLY DESCRIPTION R FRR STC

WOOD FLOOR CONSTRUCTIONRSYMBOL ASSEMBLY DESCRIPTION FRR

-8" POURED CONCRETE WALL-2x2 WOOD STRAPPING @24"o/c BOTH SIDES-1.5" RIGID INSUL. BOTH SIDES-1/2" DRYWALL TAPED & SANDED-FINISH PER SPEC.

12+

B8eB8e

FW-1F

W-1

-FINISHED FLOOR AS PER SPEC.-3/4" PLYWOOD SUBFLOOR GLUED & SCREWED TO JOISTS-SOLID WOOD FLOOR JOISTS AT 16" o/c.-1/2" CD DRYWALL FINISHED AS PER SPEC.

- 30min.

FW-2F

W-2

4hr. -

-FINISHED FLOOR AS PER SPEC.-3/4" PLYWOOD SUBFLOOR GLUED & SCREWED TO JOISTS-9.5" ENG. WOOD FLOOR SYSTEM-1/2" CD DRYWALL FINISHED CEILING BELOW

30min.-

INTERIOR DEMISING WALLS

CONCRETE FLOOR CONSTRUCTION

FLOOR SCHEDULE

-FINISHED FLOOR AS PER SPEC.-4" POURED CONC. FLOOR 25Mpa w/EMBEDDED 6X6 WWM-6mil POLY VAPOUR BARRIER-1.5" RIGID INSULATION-5" COMPACTED GRAVEL BASE OVER MIN. 2500psf SOIL BEARING

DESCRIPTIONASSEMBLY FRRSYMBOL R

FC-1F

C-1- -

FC-4F

C-4

-3" CONCRETE FLOOR PER SPEC.-6x6 WWM EMBEDDED IN SLAB-1.5" P-3606 STEEL DECKING-8" HAMBRO STEEL FLOOR JSTS.-2lb. SPRAY FOAM INSULATION (R30)-1"x2" WOOD STRAPPING @24"o/c -1/2" DRYWALL CEILING-CEILING FINISH PER SPEC.

30+ 2hr.

-PARGING ABOVE GRADE-DAMPPROOFING BELOW GR.-BLUESKIN SA AIR BARRIER-8" POURED CONC. WALL over 24"x10" POURED CONCRETE STRIP FTG. w/2-15M BAR HORIZONTAL CONTINUOUS-6mil POLY TO GRADE-1" AIRSPACE-2x4 #2SPF WOOD STUDS at 24" o/c.-R12 BATT INSULATION-6mil POLY VAPOUR BARRIER-1/2" DRYWALL (finish per spec.)

30min.

R FRR

Outside

WI-4WI-4

-1/2" DRYWALL (per spec.)-2x4 #2SPF WOOD STUDS @24" o/c (or per spec.)-1/2" DRYWALL (per spec.)

- - -

WI-6WI-6

-1/2" DRYWALL (per spec.)-2x6 #2SPF WOOD STUDS @24" o/c (or per spec.)-1/2" DRYWALL (per spec.)

---

INTERIOR WALLS

WI-3WI-3

25+

OUTSIDE

-1/2" DRYWALL, TAPED & SANDED & FINISHED ON HOUSE SIDE-6mil POLY VAPOUR BARRIER SEALED per ABC 2006-2x6 #2SPF WOOD STUDS at 24"o/c (or per spec.)-R20 INSULATION (batt or spray)-1/2" DRYWALL, TAPED & SANDED

--

WE-2W

E-2

-EXTERIOR FINISH (per spec.)-1" RIGID INSULATION-2 LAYERS BLDG. PAPER/WRAP-3/8" OSB PLY. SHEATHING or 1/2" DENSGLAS GOLD or EQ. WITHIN 1.2m OF P/L.-2x4 #2SPF WOOD STUDS @16"o/c or PER SPEC.-Opt. R12 INSUL. (batt or spray)-Opt. 6mil POLY V.B. (batt only)-1/2" DRYWALL (finish per spec.)

30min. -

-

17+

-

SYMBOL

STC

ASSEMBLY DESCRIPTION R FRR STC

ABC 2006, Div. B, 9.10.3.1.A.

ROOF SCHEDULEWOOD TRUSSES - VARIOUS SLOPES

DESCRIPTIONASSEMBLY FRRSYMBOL R

RS-1R

S-1

WE-1WE-1

-IKO 'CAMBRIDGE' SHINGLES OR EQ.-IKO ICE & WATER PROTECTOR-3/8" OSB or PLY. SHEATHING c/w H-CLIPS BETWEEN SHEETS-ENG. WOOD TRUSSES @24"o/c METAL STRAP TRUSS HEELS TO FRAMED WALLS BELOW.-R50 INSUL. w/2lb. SPRAY FOAM IN EAVES OR BETTER-6mil POLY VAPOUR BARRIER-1/2" C.D. DRYWALL CEILING (FINISHED AS PER SPEC.)

-50+

ASSEMBLY DESCRIPTION

-EXTERIOR FINISH (per spec.)-1" RIGID INSULATION-2-LAYERS BLDG. PAPER/WRAP-3/8" OSB PLY. SHEATHING or 1/2" DENSGLAS GOLD or Eq. WITHIN 1.2m OF P/L.-2x6 #2SPF WOOD STUDS @16"o/c or PER SPEC.-R20/22 INSUL. (batt or spray)-6mil POLY V.B. (batt insul. only)-1/2" DRYWALL (finish per spec.)

BATTEN

EXTERIOR WALLS

6" BUILDING PAPER(TYVEK or EQ.)

2-LAYERS OF WEATHERRESISTIVE BARRIER

EXTE

RIO

R W

ALL

SYS

TEM

SCALE: NTS

BF1

BF1

CONSTRUCTION DETAIL

HORIZONTAL BATTENFLASHING

SCALE: NTS

BS1

BS1

CONSTRUCTION DETAIL

BATTEN OVER STONEDETAIL

EXTE

RIO

R W

ALL

SYS

TEM

EXTERIOR FINISH

NOTE:ALL METAL FLASHINGS MUST BESLOPED AT MINIMUM 6%

METAL FLASHINGPAINTED SMARTBOARDDOUBLE PAINTEDSMARTBOARDMETAL FLASHING

ENSURE BATTEN IS1/2" PROUD OF STONECULTURED STONE/BRICK VENEER

SYMBOL



B

ZONING:M-C2

A OCT. 202014

A.08


VS

F

MAY 142015


VS

C JULY 062015

-SECTION NOTES-DETAILS-REFERENCE NOTES

AS SHOWN

SEPT. 112015


D JULY 282015


VS


SEPT. 182015





DATE: SCALE:

July 11/14



Sh

ehza

d R

esid

ence

NEW

HO

ME

at 1

806

-8th

. St.

S.W

.

DRAWING TITLE:


4 0 3 - 9 0 1 - 5 1 1 5

CONSULTANT:

CONTRACTOR:

OWNER:


MUNICIPAL ADDRESS:

LEGAL ADDRESS:


PROJECT TITLE:

TYPICAL EXTERIOR WALL(SEE CONSTRUCTION DWGS.)

OVERLAP WALL SHEATHINGMEMBRANE MIN. 4" ATJOINTS AS REQ'D.(ABC Div. B, 9.23.17.3)

EXTERIOR FINISH(SEE CONSTRUCTION DWGS.)

4"

(HO

RIZ

. & V

ER

T.)

MIN

IMU

M

WALL SHEATHING-OVERLAP DETAILWALL SHEATHING MEMBRANE DETAILSPUN BONDED POLYOLIFIN i.e. "TYVEK"(Comply to ABC 2014)

R E F E R E N C E N O T E SSTEP (Comply to ABC 2006) 11Rough Opening PreparationA. VERIFY THE OPENING IS PLUMB AND LEVELB. VERIFY THE WINDOW WILL FIT THE OPENING. MEASURE ALL FOUR SIDES OF THE OPENING TO MAKE SURE IT IS 3/4" LARGER THAN THE WINDOW IN BOTH WIDTH AND HEIGHT. ON LARGER OPENINGS MEASURE THE WIDTH AND HEIGHT IN SEVERAL PLACES TO ENSURE THE HEADER OR STUDS ARE NOT BOWED. NOTE: 1.5" OR MORE OF SOLID WOOD BACKING IS REQUIRED AROUND THE PERIMETER OF THE OPENING. FIX ANY PROBLEMS WITH THE ROUGH OPENING BEFORE PROCEEDING.C. CUT THE WATER RESISTIVE BARRIER. (1c.)D. FOLD THE WATER RESISTIVE BARRIER (1d.). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN WITH FLASHING TAPE.E. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LARGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENINGS AS SHOWN IN (1e.) SO IT OVERLAPS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING.F. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (1/2" FROM EACH SIDE CORNER)(1f.). FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER.G. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1", SO NOT TO ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1g.). NOTE: THE FLASHING TAPE MAY NOT FULLY COVER THE FRAMING MEMBERS.

90°

EXTERIOR

1d.

1e. 1g.

1f.

1st. CUT

3rd.

CU

T

1c.

2nd. CUT

WINDOW OPENING

4th. CUTMAKE A 6" CUT UP FROMEACH TOP CORNER AT A 45°ANGLE TO ALLOW THE WATERRESISTIVE BARRIER TO BE LAPPEDOVER THE 'FIN' AT THE HEAD OFTHE WINDOW

45°

45°

2 1/4"

2 1/

4"1 3

/4"

3 1/2"

2'-4

5/8

"

STEP (Comply to ABC 2006) 22Setting and Fastening the WindowA. INSTALL AND LEVEL SILL SPACERS. PLACE 1" WIDEx 3/8" THICK SPACERS ON THE BOTTOM OF THE WINDOW OPENING 1/2" FROM EACH SIDE. SPACERS ARE ALSO REQUIRED AT THE POINTS WHERE WINDOWS ARE JOINED IN MULTIPLE WINDOW APPLICATIONS. ADD SHIMS AS NECESSARY TO ENSURE THE SPACERS TO SHIMS TO PREVENT MOVEMENT. NOTE: IMPROPER PLACEMENT OF SHIMS OR SPACERS NMAY RESULT IN BOWING IN THE BOTTOM OF THE WINDOW.B. REMOVE WINDOW FROM PACKAGING (NOT SHOWN) DO NOT REMOVE PLASTIC SHIPPING SPACERS LOCATED BETWEEN THE WINDOW SASH AND FRAME. THE SHIPPING SPACERS WILL HELP KEEP THE WINDOW SQUARE DURING INSTALLATION. DO NOT UNLOCK OR OPEN THE WINDOW UNTIL IT IS FULLY FASTENED. NOTE: IF SCREENS, GRILLES, OR HARDWARE ARE REMOVED FROM THE WINDOW AT THIS TIME, LABEL AND STORE THEM IN A PROTECTED AREA.C. FOLD OUT INSTALLATION 'FIN' TO 90°. BE CAREFUL NOT TO REMOVE OR TEE THE 'FIN' CORNERS. NOTE: IF THE 'FIN' IS NOT AT 90°, THE WINDOW WILL NOT LINE UP CORRECTLY ON THE INTERIOR.D. TWO OR MORE PEOPLE WILL BE REQ'D. FOR THE FOLLOWING STEPS. INSERT THE WINDOW FROM THE EXTERIOR OF THE BUILDING. PLACE THE BOTTOM OF THE WINDOW ON THE SPACERS AT THE BOTTOM OF THE OPENING, THEN TILT THE TOP INTO POSITION. CENTER THE WINDOW BETWEEN THE SIDES OF THE OPENING TO ALLOW CLEARANCE FOR SHIMMING, AND INSERT ONE ROOFING NAIL IN THE FIRST HOLE FROM THE CORNER ON EACH END OF THE TOP NAILING 'FIN'. THESE ARE USED TO HOLD THE WINDOW IN PLACE WHILE SHIMMING IT PLUMB AND SQUARE.E. PLUMB AND SQUARE THE WINDOW. PLACE SHIMS 1" FROM THE BOTTOM AND TOP OF THE WINDOW BETWEEN THE WINDOW AND THE SIDES OF THE OPENING. ADJUST THE SHIMS AS REQUIRED TO PLUMB AND SQUARE THE WINDOW IN THE OPENING. IF THE FRAME HEIGHT EXCEEDS 53", PLACE SHIMS AT THE MIDPOINT OF THE WINDOW SIDES. NOTE: DO NOT SHIM ABOVE THE WINDOW OR IN THE SPACE BETWEEN THE SPACERS AT THE BOTTOM OF THE WINDOW. DO NOT OVER SHIM.F. CHECK THE INTERIOR REVEAL. MAKE SURE THE MEASUREMENT FROM THE INTERIOR FACE OF THE WINDOW TO THE INT. FACE OF THE WALL IS EQUAL AT 3PPOINTS AROUND THE WIND. NOTE: IF DIMENSIONS ARE NOT EQUAL, CHECK TO MAKE SURE THE 'FINS' ARE FOLDED OUT TO 90° AT ALL POINTS.G. CHECK WINDOW OPERATION(VENT UNITS ONLY). UNLOCK THE WINDOW BY LIFTING THE LOCK HANDLE UP. OPEN THE WINDOW BY SLIDE OR CRANK. REMOVE THE SHIPPING SPACERS. OPEN AND CLOSE THE WINDOW SEVERAL TIMES TO CHECK FOR PROPER OPERATION. CLOSE AND LOCK THE WINDOW. NOTE: IF THERE ARE ANY PROBLEMS WITH THE WINDOW OPERATION, RECHECK SHIM LOCATIONS AND ADJUST FOR PLUMB AND SQUARE.H. FASTEN THE WINDOW TO OPENING BY DRIVING 2" GALV. ROOFING NAILS or BETTER INTO EACH PRE-PUNCHED HOLE IN THE NAILING 'FIN'. NOTE: MAKE SURE THE 'FIN' CORNER IS LYING AS FLAT AS POSSIBLE.

90°

EXTERIOR EXTERIOR2a. 2c. 2d.FLASHING CAP w/

25mm END DAMFLASHING CAP w/25mm END DAM

FLASHING CAP w/25mm END DAM2e. 2h.

EXTERIORINTERIOR

SQUA

RE

SQUARE

SHIM

(typ

.)

4a.

INTERIOR

FOAM

STEP (Comply to ABC 2006) 44Interior SealCAUTION: ENSURE USE OF LOW PRESSURE POLYURETHANE WINDOW AND DOOR INSULATINGFOAMS AND STRICTLY FOLLOW THE FOAM MANUFACTURES RECOMMENDATIONS FORAPPLICATION. USE OF HIGH PRESSURE FOAMS OR IMPROPER APPLICATION OF THE FOAM MAYCAUSE THE WINDOW FRAME TO BOW AND HINDER OPERATION.A. APPLY INSULATING FOAM SEALANT. FROM THE INTERIOR, INSERT THE NOZZLE OF THE APPLICATOR APPROX. 1" DEEP INTO THE SPACE BETWEEN THE WINDOW AND THE ROUGH PENING AND APPLY A 1" DEEP BEAD OF FOAM. THIS WILL ALLOW ROOM FOR EXPANSION OF THE FOAM AND WILL MINIMUMZE SQUEEZ-OUT. ALLOW THE FOAM TO CURE COMPLETELY (USUALLY 8-24hrs.) BEFORE PROCEEDING TO THE NEXT STEP. NOTE: DO NOT COMPLETELY FILL THE SPACE FROM THE BACK OF THE 'FIN' TO THE INTERIOR FACE OF THE OPENING.B. CHECK WINDOW OPERATION (VENT UNITS ONLY) BY OPENING AND CLOSING THE WINDOW. NOTE: IF THE WINDOW DOES NOT OPERATE CORRECTLY, CHECK TO MAKE SURE IT IS STILL PLUMB, LEVEL, SQUARE, AND THAT THE SIDES ARE NOT BOWED. IF ADJUSTMENTS ARE REQUIRED, REMOVE THE FOAM WITH A SERRATED KNIFE. ADJUST THE SHIMS, AND REAPPLY THE INSULATING FOAM SEALANT.

STEP (Comply to ABC 2006) 33Integrating the Window to theWater Resistive BarrierA. APPLY THE SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING 'FIN' AND ONTO THE WATER RESISTIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY.B. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1" PAST THE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING 'FIN' AS SHOWN. NOTE: DO NOT TAPE OR SEAL THE BOTTOM NAILING 'FIN'.C. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3c.)D. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH THE UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3d.)

3a. 3b. 3c. 3d.EXTERIOR EXTERIOR EXTERIOR EXTERIOR

3d.3c.3b.3a.

STEP (Comply to ABC 2006) 55Sealing the Window to the ExteriorWall CladdingWHEN APPLYING SIDING, BRICK VENEER, OR OTHER EXTERIOR FINISH MATERIAL LEAVEADEQUATE SPACE BETWEEN THE WINDOW FRAME AND THE MATERIAL FOR SEALANT.REFER TO THE ILLUSTRATION THAT CORRESPONDS TO THE ACTUAL FINISH USED.NOTE: THE SEALANT DETAILS SHOWN ARE STANDARD RECOMMENDATIONS FROM THESEALANT INDUSTRY. CONTACT YOUR SEALANT SUPPLIER FOR RECOMMENDATIONS ANDINSTRUCTIONS FOR THESE AND ANY OTHER APPLICATIONS.WINDOW NAILING 'FIN', HEAD AND JAMB FLANGES SET IN CONTINUOUS BEAD OF SEALANT.A. INSERT BACKER ROD INTO THE SPACE AROUND THE WINDOW AS DEEP AS IT WILL GO. THIS SHOULD PROVIDE AT LEAST 1/2" CLEARANCE BETWEEN THE BACKER ROD AND THE EXTERIOR FACE OF THE WINDOW. NOTE: BACKER ROD ADDS SHAPE AND DEPTH FOR THE SEALANT LINE.B. APPLY A BEAD OF HIGH QUALITY EXT. GRADE SEALANT TO THE ENTIRE PERIMETER OF THE WINDOW.C. SHAPE, TOOL AND CLEAN EXCESS SEALANT. WHEN FINISHED, THE SEALANT SHOULD BE THE SHAPE OF AN HOUR GLASS. NOTE: THIS METHOD CREATES A MORE FLEXIBLE SEALANT LINE CAPABLE OF EXPANDING AND CONTRACTING.

HIGH QUALITY SEALANT(ABC Div. B 9.27.4.1)

BACKER ROD(PRESS FIRMLY INTO PLACE)

5a. 5b.

SEAL

EXTERIOREXTERIOR

VINYL WINDOW FRAMEDOWNWARD INBOARD FLASHING (DIF)25mm END DAMBUILDING PAPER

FLASHING BELOW WINDOW OPENINGw/ DECORATIVE BATTEN

FLASHING BELOW WINDOW OPENING

CAULK AND SEAL BETWEEN 'DIF' AND UNDERSIDE OF WINDOW FRAMEVINYL WINDOW FRAMEDOWNWARD INBOARD FLASHING (DIF)BUILDING PAPERDECORATIVE BATTENUPWARD INBOARD FLASHING (UIF)25mm END DAMEXTERIOR FINISHBUILDING PAPER

FLASHING ABOVE WINDOW OPENINGw/ DECORATIVE BATTEN

EXTERIOR FINISH25mm END DAMBUILDING PAPERFLASHINGDECORATIVE BATTENBUILDING PAPERUPWARD INBOARD FLASHING (UIF)VINYL WINDOW FRAME

FLASHING ABOVE WINDOW OPENING

25mm END DAMEXTERIOR FINISHBUILDING PAPERUPWARD INBOARD FLASHING (UIF)VINYL WINDOW FRAME

SIDING DETAIL(Comply to ABC 2014)


WOOD OR VINYL SIDING(SEE CONTRACTORS SPEC.)

METAL FLASHING(ABC Div. B, 9.27.3.1)

INSULATE AND SEALper STEP 4

HIGH QUALITY SEALANT(ABC Div. B, 9.27.4.1)

WOOD OR VINYL(SEE CONTRACTORS SPEC.)

25mm EXTENSION BEYONDINNER FACE of MASONRY 25mm

6% SLOPE

DRIP POSITIONED 5mm BEYONDCLADDING OR 15mm BEYOND INNER

FACE OF MASONRY SILL.

WHERE THE SILLS OF WDWS. AND DOORS INSTALLED IN EXT. WALLS ARE NOT SELF-FLASHING,FLASHING TO BE INSTALLED BETWEEN u/s OF THE WINDOW OR DOOR AND THE WALL CONST.

TYPICAL EXTERIOR WALL(SEE CONTRACTORS SPEC.)


ANGLE IRON LINTEL


BACKER ROD


BRICK FINISH(SEE CONTRACTORS SPEC.)

BRICK DETAIL at WINDOW(Comply to ABC 2014)

TYPICAL EXTERIOR WALL(SEE CONTRACTORS SPEC.)


OVERLAP WALL SHEATHINGMEMBRANE MIN. 2" OVERMETAL FLASHINGS REQ'D.

DRAINAGE SPACE MAINTAINEDBY SPACERS. (SEE CONTRACTOR)

METAL FLASHING(ABC 2006 Div. B, 9.27.3.1)FLOOR

JOISTSDECK

FLASHING DETAIL at DECK(TYPICAL OVER EXTERIOR DECKS)

(Comply to ABC 2014)

TYPICAL EXTERIOR WALL(See Construction Dwgs.)

STUCCO FINISH(SEE GENERAL NOTES)

METAL CASING BEAD(ABC Div. B, 9.27.3.1)

BACKER ROD




BACKER ROD


METAL CASING BEAD(ABC Div. B, 9.27.3.1)

STUCCO DETAIL at WINDOW(Comply to ABC 2014)


METAL LATH (EMBEDDED STAPLES1"min. INTO SOLID FRAMING, NOCLOSER THAN 6" APART)

LAP WALL SHEATHING MEMBRANEOVER BATTEN MEMBRANE

WOOD BATTEN-SIZES VARY

EXTERIOR STUCCO FINISH3/8" SCRATCH COAT3/8" BROWN COAT AND1/8" COLOUR COAT

PERFORATED WEEP SCREEDEXTEND ONTO FOUNDATION8"min. TO FINISHED GRADE

FLOORJOISTS

BATTEN BOARD-STUCCO DETAIL(Comply to ABC 2014)



METAL FLASHING(ABC 2006 Div. B, 9.27.3.1)

OVERLAP WALL SHEATHINGMEMBRANE MIN. 4" OVERMETAL FLASHINGS AS REQ'D.


BACKER ROD

WINDOW/DOOR SECTION(SEE SUPPLIER)

FLASHING DETAIL at WINDOW TOPTYPICAL OVER WINDOWS AND DOORS


FLOORJOISTS


PROPRIETARY MECHANICALFASTENERS

EIF SYSTEM, THICKNESSVARIES

REINFORCING MESHAND BASE COAT

LAP WALL SHEATH'G. MEMBRANEOVER WEEP CHANNEL

EXTERIOR STUCCO FINISHACRYLIC CEMENT TOP COAT

PERFORATED WEEP CHANNELPER MANUFACTURER.8"min. TO FINISHED GRADE

(EIFS)-STUCCO DETAILEXTERIOR RIGID INSULATION FOAM



METAL LATH (EMBEDDED STAPLES1"min. INTO SOLID FRAMING, NOCLOSER THAN 6" APART)

LAP WALL SHEATHING MEMBRANEOVER BATTEN MEMBRANE

WOOD BATTEN-SIZES VARY

EXTERIOR STUCCO FINISH-3/8" SCRATCH COAT-3/8" BROWN COAT AND-1/8" COLOUR COAT

PERFORATED WEEP SCREEDEXTEND ONTO FOUNDATION8"min. TO FINISHED GRADE

FLOORJOISTS

BATTEN BOARD-STUCCO DETAIL(Comply to ABC 2014)

EXTERIOR SHEATHINGBUILDING PAPEREXTERIOR FINISH

FLASHING-6% SLOPEEND DAM

50m

m

25m

m

10mm OVERLAP

5mm OFFSET

BUILDING ELEMENT(BUILD-OUT, BRICK-MOLD,EXTERIOR FINISH/CLADDING)

-EXTEND AT LEAST 50mm UPWARDS-HAVE A MINIMUM 6% POSITIVE SLOPE-HAVE END DAMS NOT LESS THAN 25mm HIGH-LAP A MINIMUM OF 10mm VERTICALLY OVER THE BUILDING ELEMENT BELOW-TERMINATE WITH A DRIP THAT EXTENDS AT LEAST 5mm OUT FROM THE FACE OF THE BUILDING ELEMENT.

EXTERIOR FLASHING MUST MEETTHE FOLLOWING CRITERIA:

5/8"


METAL LATH (EMBEDDED STAPLES1"min. INTO SOLID FRAMING, NOCLOSER THAN 6" APART

LAP WALL SHEATHING MEMBRANEOVER WEEP SCREED

EXTERIOR STUCCO FINISH-3/8" SCRATCH COAT-3/8" BROWN COAT AND-1/8" COLOUR COAT

PERFORATED WEEP SCREED,EXTEND ONTO FOUNDATION8"min. TO FINISHED GRADE

FLOORJOISTS

TRADITIONAL 3-COATSTUCCO DETAILTHREE-COAT STUCCO RELIES ON TRADITIONAL DETAILS TO KEEP WATER FLOWING DOWN THE WALL AND AWAY FROM THE BUILDING. OPENINGS, TRANSITIONS, AND TERMINATIONS ARE FLASHED TO LET WATER ESCAPE, WHILE WALL SHEATHING PAPER, LAPPED OVER FLASHINGS, KEEPS WATER AWAY FROM THE WOOD.(Comply to ABC 2006)

-STUCCO SHALL BE APPLIED AS PER THE ALBERTA BUILDING CODE. MINIMUM 15mm THICKNESS IF 2 BASE COATS AND ONEFINISH COAT USED (9.28.6.2) OR MINIMUM 19mm OVERALL THICKNESS IF 2 COATS USED (DIV. B - 9.28.6.6). IF APPLIED TO RIGIDINSULATION THEN INCLUDE NAME OF MANUFACTURER AND CCMC NUMBER IF APPLICABLE. ENGINEERING IS REQUIRED IF THEDESIGN VARIES FROM THE CCMC REPORT.-DIVISION B - 9.10.15.5.3: WHERE THE LIMITING DISTANCE IS NOT LESS THAN 0.6m AND LESS THAN 1.2m, THE EXPOSING BUILDINGFACE AND ANY EXTERIOR WALL LOCATED ABOVE THE EXPOSING BUILDING FACE THAT ENCLOSES AN ATTIC OR ROOF SPACESHALL HAVE A FIRE RESISTANCE RATING NOT LESS THAN 45 MINUTES AND THE CLADDING SHALL BE NON COMBUSTIBLECONFORMING TO 9.20, 9.27, 9.28 OR CONFORM TO CLAUSE 3.2.3.7.(3)(c) OR (d).-DIVISION B 9.10.15.4: THE MAXIMUM ALLOWABLE AREA OF UNPROTECTED OPENINGS IN THE EXTERIOR WALLS SHALL NOTEXCEED 7 PERCENT OF THE TOTAL WALL AREA WHERE THE SIDE YARD IS 1.2 METERS. THIS CALCULATION IS ACHIEVED USINGROUGH OPENING PROVIDED FOR THE WINDOW/DOOR OPENING. GLASS AREA IS NOT ACCEPTABLE FOR CALCULATING THEPERCENTAGE OF UNPROTECTED OPENINGS ON A FACADE. WINDOW SIZES SHALL BE REVISED AND RECALCULATED SUCH THATTHEY COMPLY WITH DIVISION B 9.10.15.4-DIVISION B 9.10.15.4.3: INDIVIDUAL GLAZED OPENINGS IN AN EXPOSING BUILDING FACE SHALL HAVE A PROJECTED AREA THATIS NOT MORE THAN 50% OF THE MAXIMUM ALLOWABLE AGGREGATE AREAS OF GLAZED OPENINGS.-DIVISION B 9.10.15..4.4: AN INDIVIDUAL GLAZED OPENING SHALL BE SEPARATED BY NOT LESS THAN 2m HORIZONTALLY AND 2mVERTICALLY FROM ANY GLAZED OPENING THAT IS LOCATED ON THE SAME EXPOSING BUILDING FACE AND WITHIN THE SAMEFIRE COMPARTMENT.-DIVISION B 9.10.15.5.(9)&(10): ROOF SOFFITS ARE PERMITTED TO PROJECT TO NOT LESS THAN 0.45m FROM A PROPERTY LINEAND HAVE NO OPENINGS.-DIVISION B 9.10.15.4: NO WINDOWS ARE PERMITTED IN A WALL WHERE THE LIMITING DISTANCE IS LESS THAN 1.2m (4'-0") FROMTHE PROPERTY LINE TO PREVENT THE SPREAD OF FIRE.-DIVISION B 9.6: PROVIDE A DOOR WITH A MINIMUM WIDTH OF 32" TO UTILITY/MECHANICAL AND LAUNDRY ROOMS.-DIVISION B 9.7.1.1: PROVIDE AN UNOBSTRUCTED OPENING OF 3.77sq.ft. WITH NO DIMENSION LESS THAN 15" FOR BEDROOMWINDOWS. CASEMENT OR SLIDER WINDOWS ARE ACCEPTABLE.-DIVISION B 7.21.11: LAUNDRY FACILITIES OR SPACE LAUNDRY FACILITIES SHALL BE PROVIDED IN EVERY DWELLING UNIT, ORGROUPED ELSEWHERE IN THE BUILDING IN A LOCATION CONVENIENTLY ACCESSIBLE TO THE OCCUPANTS OF EVERY DWELLINGUNIT.-DIVISION B 9.37.2.19: EACH DWELLING UNIT SHALL HAVE AN INDEPENDENT HEATING AND VENTILATION SYSTEM COMPLYINGWITH SECTIONS 9.32 AND 9.33.-DIVISION B 9.37.2.8(1): WHERE AN UNENCLOSED EXTERIOR EXIT STAIR OR RAMP PROVIDES THE ONLY MEANS OF EGRESS FROMA SECONDARY AND IS EXPOSED TO THE HAZARDS OF FIRE FROM UNPROTECTED OPENINGS IN THE EXTERIOR WALL OF THEPRIMARY DWELLING UNIT, THE OPENINGS SHALL BE PROTECTED IN CONFORMANCE WITH ARTICLES 9.10.13.5 AND 9.10.13.7.-DIVISION B 9.37.2.11(1): EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE EXIT THAT LEADS DIRECTLY TO THEOUTSIDE.DIVISION B 9.37.2.16: PROVIDE MINIMUM 1/2" GYPSUM BOARD SEPARATION BETWEEN DWELLING UNIT AND SECONDARY SUITEWITH JOINTS TAPED AND FILLED; SERVICE PENETRATIONS TO BE TIGHTLY FITTED AND SEALED WITH JOINT COMPOUND.DIVISION B 9.37.2.18: PROVIDE MINIMUM 1/2" GYPSUM BOARD AT CEILING AND ON EACH SIDE OF WALL FOR SEPARATION ATFURNACE ROOM, WITH JOINTS TAPED AND FILLED. PROVIDE A MINIMUM 810mm (2'-8") WIDE DOOR TO FURNACE ROOM(s).-THE DEVELOPER SHALL BE RESPONSIBLE FOR THE COST OF PUBLIC WORK AND ANY DAMAGE DURING CONSTRUCTION IN THE'CITY ROAD RIGHTS-OF-WAY', AS REQUIRED BY THE MANAGER, URBAN DEVELOPMENT. ALL WORK PERFORMED ON PUBLICPROPERTY SHALL BE DONE IN ACCORDANCE WITH CITY STANDARDS.-FOR ALL SOIL DISTURBING PROJECTS, THE DEVELOPER, OR THEIR REPRESENTATIVE, SHALL DESIGNATE A PERSON TO INSPECTALL EROSION AND SEDIMENT CONTROL PRACTICES A MINIMUM OF EVERY SEVEN (7) DAYS AND DURING, OR WITHIN 24hrs. OF,THE ONSET OF SIGNIFICANT PRECIPITATION (>12mm OF RAIN IN 24hrs., OR RAIN ON WET THAWING SOILS) OR SNOW MELTEVENTS. NOTE THAT SOME PRACTICES MAY REQUIRE DAILY OR MORE FREQUENT INSPECTION. EROSION AND SEDIMENTCONTROL PRACTICES SHALL BE ADJUSTED TO MEET CHANGING SITE AND WINTER CONDITIONS.-THE GRADES MUST MATCH THE GRADES INDICATED ON THE DEVELOPMENT PERMIT APPROVED PLANS. UPON A REQUEST FROMTHE DEVELOPMENT AUTHORITY, THE DEVELOPER OR OWNER OF THE TITLED PARCEL MUST CONFIRM UNDER SEAL FROM ACONSULTING ENGINEER OR ALBERTA LAND SURVEYOR, THAT THE DEVELOPMENT WAS CONSTRUCTED IN ACCORDANCE WITHTHE GRADES SUBMITTED ON THE DEVELOPMENT PERMIT.-WARNING: A BASEMENT ON THIS PARCEL HAS THE POTENTIAL FOR FLOODING DUE TO GROUNDWATER SEEPAGE IF THEELEVATION OF THE FOUNDATION IS A OR BELOW 1048.2.BASED ON INFORMATION GATHERED IN THE 2013 FLOOD EVENT, AND ANALYSIS CONTAINED IN THE "BOW AND ELBOW HYDRAULICMODEL UPDATE" (2012, CITY OF CALGARY AND ALBERTA ENVIRONMENT & WATER), THE CITY OF CALGARY RECOMMENDS:a. CONSTRUCT ALL ELECTRICAL AND MECHANICAL EQUIPMENT WITHIN A BUILDING AT OR ABOVE 1048.2.b. BASEMENTS SHOULD NOT BE UTILIZED FOR STORAGE OR IMMOVEABLE OR HAZARDOUS MATERIALS THAT ARE FLAMMABLE,EXPLOSIVE, OR TOXIC.c. FOOTINGS AND FOUNDATION WALLS SHOULD BE CAST-IN-PLACE CONCRETE.d. A SUMP & PUMP WITH BATTERY BACKUP SHOULD BE PROVIDED IN THE BASEMENT.e. THE OUTFALL PIPE SHOULD BE LOOPED AND DISCHARGE ABOVE THE RECOMMENDED 100 YEAR FLOOD LEVEL.f. A SEPARATE ELECTRICAL CIRCUIT SHOULD BE PROVIDED FOR THE SUMP PUMP WITH THE OPERATING SWITCH LOCATEDABOVE THE RECOMMENDED 100 YEAR FLOOD LEVEL.g. BASEMENT WALLS SHOULD BE MADE WATER TIGHT THROUGH THE USE OF PAINTS, MEMBRANES AND MORTARS TO MINIMIZESEEPAGE. ('BLUESKIN' OR BETTER)h. INSTALLATION OF BACKFLOW PREVENTION VALVE(s) ON SEWER LINES OR THE ELIMINATION OF GRAVITY FLOW DRAINS.

ADVISORY COMMENTS:

CCMC REGISTRY #'sHARDIE - PLANK - PANEL - HZ5 SHINGLE

BLUESKIN SA WATERPROOFINGAIR BARRIER MEMBRANE

AKRILON PRO-RS (EIFS)

COLPHENE FOUNDATIONWATERPROOFING

KRINNER SCREW PILES

CHANCE HELICAL PILES

MEDIUM DENSITY SPRAY FOAM - PEACH - GREEN

MINERAL FIBRE BLOWN-ININSULATION

VINYL SIDING

CERTAINTEED-MINERAL FIBREBLOWN-IN INSULATION

CERTAINTEED-VINYL SIDING

NUDURA INSULATED CONCRETE FORMS (ICF)

IMASCO FLEX COAT ACRYLIC STUCCO

12678-R

13297-R

13262-R

13560-R

13577-R

13193-R

13244-L

13198-R

13185-L

09799-L

13008-L

13063-R

07240

W I N D O W I N S T A L L A T I O N D E T A I L S 1 thru 5

EXAMPLES of SELF-FLASHING SILLS

GENERAL NOTES

EXAMPLES of FLASHING INSTALLATION AROUND WINDOWSin WOOD FRAME WALL CONSTRUCTION

CONSTRUCTION DETAILSGENERAL CONSTRUCTION NOTES

-DO NOT SCALE DRAWINGS-ALL LUMBER IS TO BE #2 SPRUCE CONSTRUCTION GRADE (OR AS NOTED)-LINTELS AND HEADERS ARE 2-ply 2x10 #2 SPRUCE (OR AS NOTED)-BUILT UP POSTS ARE REQUIRED UNDER ALL BEAM ENDS, GIRDER TRUSSES, ETC. THE POSTS ARE TO BE AS WIDE AS THE MEMBER IT SUPPORTS. ADEQUATE BLOCKING MUST BE INSTALLED IN THE FLOOR SPACE UNDER POSTS.-ALL NAILING AND CONNECTIONS AS PER THE 'ABC 2014' OR BETTER.-WINDOW AND DOOR SIZES SHOWN ARE NOMINAL SIZES ONLY. EXACT ROUGH OPENING SIZES MUST BE OBTAINED FROM THE SUPPLIERS.-THE ACTUAL ROOF APPEARANCE MAY VARY FROM THE PLANS.-CANTILEVERS ARE TO BE INSULATED WITH R28 min. INSULATION WITH 6mil POLY VAPOUR BARRIER ON THE WARM SIDE, AND NON-VENTING SOFFIT ON THE UNDERSIDE. PAINTED 1/2" OSB OR BETTER-THE ROOF TRUSSES ARE TO BE DESIGNED BY A PROFESSIONAL ENGINEER AND FABRICATED BY A TRUSS SUPPLIER. SUPPLIER TO DO SHOP DRAWINGS FOR THE TOTAL ROOF AND VERIFY ALL DETAILS SHOWN ON THE DESIGNER'S DRAWINGS.-SQUARE FOOTAGE SHOWN ON THE PLANS ARE A GUIDELINE ONLY. MUST BE VERIFIED.-IF APPLICABLE, CRAWLSPACES ARE TO BE VENTED EITHER BY VENTS OR MECHANICAL SYSTEM.-ALL SAFETY MEASURES REQUIRED MUST BE ENFORCED BY THE GENERAL CONTRACTOR.-FACTORY BUILT METAL FIREPLACES ARE TO COMPLY WITH BUILDING CODES AND INSTALLED AS PER MANUFACTURERS SPECIFICATIONS, AND ALL REGULATIONS THAT APPLY. CONTRACTOR MUST VERIFY FRAMING SIZE REQUIRED. BEFORE CONST.-ALL FOOTINGS ARE TO BE MINIMUM 4'-0" BELOW GRADE.-SOIL BEARING IS ASSUMED TO BE MINIMUM OF 2500psf. SOIL BEARING TO BE CHECKED BY THE GENERAL CONTRACTOR. CONSULT WITH A PROFESSIONAL ENGINEER IF THE SOIL BEARING IS LESS THAN 2500psf., AND ALSO IF A PROBLEM SOIL EXISTS. THE FOUNDATION DESIGN MAY NEED TO BE REVISED BY THE ENGINEER.-GRADES SHOWN ON THE DRAWINGS MAY VARY ONSITE AND ALTER THE APPEARANCE OF THE BUILDING. SLOPE ALL GRADES AWAY FROM THE BUILDING.-STEP FOOTINGS SHOULD HAVE A MAXIMUM RISE OF 24" AND A MINIMUM HORIZONTAL RUN OF 24".-BACKFILL WITH CARE. INSTALL THE FLOOR SYSTEM BEFORE BACKFILLING.-UNLESS NOTED OTHERWISE, THE FASCIA IS TO BE 6" PRE-FINISHED ALUMINIUM WITH A BACKING OF 2x6 SPRUCE THE SOFFITS ARE PREFINISHED VENTED ALUMINIUM OR AS NOTED. (SEE CONTRACTORS SPEC. TO VERIFY)-FLASHING TO BE INSTALLED OVER ALL WINDOWS, DOOR BATTENS, ETC.-ALL WALLS AND CEILINGS BETWEEN THE GARAGE AND THE HOUSE ARE TO BE SEALED COMPLETELY PER BUILDING CODE.-CAULK ALL JOINTS AND ANY CANTILEVERS PROJECTING INTO THE GARAGE. (AS PER ABC 2014 OR BETTER)-A DOOR AND FINISHED INTERIOR WALL SHALL BE PROVIDED ENCLOSING THE SPACE CONTAINING THE FURNACE, WATER HEATER, AND ANY OTHER GAS-FIRED APPLIANCE FROM THE LIVING SPACES AS PER THE ALBERTA (2014) BUILDING CODE.-A DOOR FROM THE GARAGE TO THE HOUSE MUST BE METAL, INSULATED, COMPLETE WITH A CLOSING DEVICE AND THE DOOR MUST BE WEATHER-STRIPPED.-ALL INTERIOR AND EXTERIOR DOORS ARE 6'-8" HIGH, UNLESS NOTED OTHERWISE.-ATTIC ACCESS HATCHES TO BE INSULATED AND WEATHER-STRIPPED. (SEE CONTRACTORS SPEC.)-ALL INTERIOR AND EXTERIOR RAILINGS, BOTH PERMANENT AND TEMPORARY, TO BE BUILT AS PER BUILDING CODE.-SMOKE ALARMS TO BE INSTALLED AS PER BUILDING CODES.-INSTALL EAVESTROUGHING, DOWNSPOUTS, AND EXTENSIONS AS REQUIRED. (SEE SUPPLIER)-FINAL ELECTRICAL, PLUMBING, AND HEATING SYSTEMS ARE DESIGNED BY THE CONTRACTORS SUB-TRADES.-ALL WORKMANSHIP IS TO BE PERFORMED IN ACCORDANCE WITH GOOD BUILDING PRACTICES.-EXTERIOR DOOR LOCKS TO BE INSTALLED AS PER BUILDING CODES OR BETTER.-INSTALL A SUMP AND PUMP WITH BATTERY BACKUP AS REQ'D. INDIVIDUAL SITES MAY VARY. SEE CONTRACTOR.-ALL BEDROOMS TO HAVE A MINIMUM OF ONE EGRESS WINDOW SIZED PER ALBERTA BUILDING CODES.-DIVISION B, 9.10.15.5 - EAVES PROJECTING WITHIN 1.2m(48") FROM THE PROPERTY LINE SHALL HAVE NON-VENTING SOFFITS. SOFFITS OTHER THAN ALUMINIUM OR GALVANIZED STEEL SHALL BE INSTALLED ON A MINIMUM 1/2" PLYWOOD OR GYPSUM SHEATH BACKING. ROOF SOFFITS ARE NOT PERMITTED WITHIN 0.45m(18") OF THE PROPERTY LINE.-DIVISION B, 9.35.4 - PROVIDE THERMAL INSULATION IN CONFORMANCE WITH SUBSECTION 9.25.2 AND 1/2" GYPSUM BOARD FINISH TO ALL WALLS AND CEILING OF AN ATTACHED GARAGE.-THE NOTES MENTIONED HEREIN ARE NOT RESTRICTED TO THESE ONLY. EVERY SUB-TRADE CONTRACTOR MUST BE KNOWLEDGEABLE WITH THE BUILDING CODE AND ALL REGULATIONS THAT APPLY AND MUST OBTAIN ALL BUILDING PERMITS NECESSARY AND MUST COMPLETE ALL WORK UNTIL INSPECTORS AND GENERAL CONTRACTORS ARE SATISFIED.-THESE PLANS ARE NOT TO BE REPRODUCED WITHOUT THE WRITTEN CONSENT FROM THE DESIGNER. NO REVISIONS ARE PERMITTED ON THE PLANS WITHOUT WRITTEN CONSENT FROM THE DESIGNER.-PL400 ADHESIVE (OR BETTER) TO BE USED WHEN GLUING FLOOR SHEATHING TO JOISTS/TRUSSES.-INSTALL ALL REQUIRED BLOCKING BETWEEN FLOOR JOISTS/TRUSSES AS REQUIRED BY ABC 2014.-USE K-3 UNDERLAY OR BETTER UNDER ALL LINOLEUM FLOORING AREAS.-THE CONTRACTOR IS RESPONSIBLE TO ENSURE ALL FOUNDATION FOOTINGS ARE PROTECTED FROM FROST AND OR WATER DAMAGE/UNDERMINING, AS REQUIRED PER VARYING SITE CONDITIONS DETERMINED ONSITE BY CONTRACTOR.-THE CONTRACTOR MUST CONFIRM FRAMING SIZES SHOWN ON PLANS ARE ADEQUATE TO ACCEPT AND CARRY THE FIREPLACES SPEC.'D PRIOR TO CONSTRUCTION. ALL REQUIRED VENTING CHASES MUST BE CONFIRMED. THE CONTRACTOR MAY ADJUST FRAMING ONSITE UPON APPROVAL OF OWNER, IF REQUIRED.-IN CASE OF CONFLICT, LARGER SCALE DWGS. SHALL TAKE PRECEDENCE OVER SMALLER SCALE DWGS. REPORT ALL CONFLICTS TO ARCHITECT AND REQUEST CLARIFICATION, BEFORE CONSTRUCTION IF POSSIBLE.-CONTRACTOR SHALL NOTIFY THE DESIGNER/ARCHITECT IMMEDIATELY, OF ANY DISCREPANCIES, DIMENSIONAL OR OTHER, FOUND ON THE DRAWINGS OR ANY EXISTING CONDITIONS FOUND ONSITE WHICH CONFLICT WITH CONDITIONS AS INDICATED ON THE ARCHITECTURAL DRAWINGS OR DOCUMENTS.-UNLESS OTHERWISE INDICATED, A DETAIL INDICATES GEN. APPLICATION OF WORK AT ALL LOCATIONS WHERE IT LOGICALLY APPLIES. OTHER RELATED WORK INCIDENTAL THERETO SHALL BE FULLY COMPLETED IN A MANNER CONSISTENT WITH THE RELATED DETAILS AND AS APPROVED BY THE DESIGNER.-ALL FIRE CODE STANDARDS, SUCH AS SPRINKLER PLANS, SHALL BE SUPPLIED BY THE GENERAL CONTRACTOR AND APPROVED BY THE LOCAL FIRE MARSHALL AND BY THE OWNER WHEN AND WHERE REQUIRED.-THE GENERAL CONTRACTOR IS REQUIRED TO PREPARE AND SUBMIT A DETAILED CONST. SCHEDULE FOR THE APPROVAL OF THE OWNER. THIS SCHEDULE IS ESTABLISHED TO DETERMINE WHETHER PROGRESS IN THE FIELD IS ADEQUATE TO MEET THE INTENDED COMPLETION DATE.-DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS, ACCURATELY LAYOUT WORK FROM DIMENSIONS GIVEN ON DWGS. CONSULT DESIGNER/ARCHITECT FOR ANY DISCREPANCIES OR INTERPRETATIONS CONCERNING LOCATIONS OF EQUIPMENT, FURNISHINGS, AND MILLWORK.-CONTRACTOR WILL UNDERTAKE ALL WORK IN ACCORDANCE WITH THE 2014 ALBERTA BUILDING CODE. ALL CONSTRUCTION WORK TO BE DONE IN ACCORDANCE WITH ALL LOCAL MUNICIPAL AND PROVINCIAL BYLAWS, BUILDING CODES AND REGULATIONS. WORK MUST ALSO COMPLY WITH THE ALBERTA OCCUPATIONAL HEALTH AND SAFETY ACT. THE CONTRACTOR(S) SHALL PROVIDE ALL NECESSARY TEMPORARY PROTECTION TO ENSURE THE SAFETY OF THE GENERAL PUBLIC AND CONSTRUCTION PERSONNEL DURING THE CONSTRUCTION PHASE, IN ACCORDANCE WITH PART 6 OF THE ALBERTA BUILDING CODE.-THE CONTRACTOR(S) SHALL COMPLY WITH THE RULES AND REGULATIONS FOR CONSTRUCTION WITHIN THE BUILDING AS SET OUT BY THE OWNER IN THE SPECIFICATIONS.-THE CONTRACTOR(S) SHALL BE RESPONSIBLE TO OBTAIN AND FAMILIARIZE THEMSELVES THE LOCAL BUILDING REGULATIONS FOR CONSTRUCTION AND BUILDING ACCESS, PARKING AND BUSINESS LICENSING AND INCLUDE SUCH COSTS IN THE CONTRACT PRICE. FAILURE TO DO SO SHALL NOT BE CONSIDERED JUST CAUSE FOR FUTURE EXTRAS.-ALL PERMITS AND FEES REQUIRED TO CARRY OUT THE WORK ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. CONTRACTOR SHALL HANG/SUPPORT ARCHITECTS SIGNAGE (AS SUPPLIED) IN THE IMMEDIATE VISIBLE AREA OF THE PROJECT, VISIBLE TO THE PUBLIC DURING CONSTRUCTION.-ANY WORK WHICH MAY DISRUPT OTHER NEIGHBOR ACTIVITY SHALL BE DONE DURING NORMAL BUSINESS HOURS ONLY OR AT A TIME PREDETERMINED BY NEGOTIATION WITH NEIGHBORS.-CONTRACTOR TO ENSURE CONSTRUCTION DEBRIS OR CONTAMINANTS ARE NOT SPREAD TO ADJACENT TENANTS OR PUBLIC SPACES.-THE CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ONSITE PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT/DESIGNER, IN WRITING EMAIL), PRIOR TO COMMENCING WORK. NO CONTRACT REVISIONS OR EXTRAS WILL BE ALLOWED FOR FAILURE TO VERIFY SITE CONDITIONS & DIMENSIONS.-CONTRACTOR SHALL COORDINATE FINAL INSPECTION DATE WITH APPROPRIATE AUTHORITIES AND ARCHITECT/ DESIGNER PRIOR TO TURNOVER.-ALL STUD WALLS THAT CONTINUE TO UNDERSIDE OF STRUCTURE SHALL ALLOW FOR DEFLECTIONS.-ALL PENETRATIONS THRU FIREWALL/SEPARATIONS, WHERE BY MECHANICAL, STRUCTURAL, ELECTRICAL, OR OTHER ITEMS ARE TO BE SEALED WITH APPROVED FIRESTOPPING TO MAINTAIN INTEGRITY OF FIRE SEPARATION.-THE CONTRACTOR IS TO BRACE TO UNDERSIDE OF STRUCTURE ALL WALLS THAT STOP @6" to 24" ABOVE CEILING LINE AS REQUIRED TO MAKE RIGID. ALL STEEL STUD FRAMING TO BE ENGINEERED, ANY SUCH ENGINEERING IS THE CONTRACTORS RESPONSIBILITY.-CONTRACTORS SHALL SUBMIT SHOP DRAWINGS WHERE SPECIFIED FOR APPROVAL, TO ARCHITECT/DESIGNER OR OWNERS REPRESENTATIVE PRIOR TO FABRICATION AND/OR INSTALLATION. COMMENCEMENT OF FABRICATION PRIOR TO APPROVAL SHALL BE DONE AT CONTRACTORS RISK.-INSTALL ALL FIXTURES AND ACCESSORIES IN ACCORDANCE WITH MANUF. INSTRUCTIONS AND IN ACCORDANCE WITH THE 2014 ALBERTA BUILDING CODE. (and BARRIER-FREE REQUIREMENTS AS APPLICABLE)-THE CONTRACTOR SHALL ENSURE A 'LIGHT-TIGHT' CONNECTION WHENEVER PARTITIONS ABOUT COLUMNS, PERIMETER OR CORE WALLS, INDUCTION UNITS AND WINDOW MULLIONS. INSTALL INSUL-TAPE OR EQUAL. CONSTRUCTION FOR ALL PARTITION TYPES MUST MAINTAIN REQUIRED ACOUSTICAL AND/OR FIRE SEPARATION INTEGRITY.-FOR EXISTING WALLS, PREPARE SUBSTRATE SURFACE TO RECEIVE NEW WALL FINISHES.-ALL NEW WALLS TO BE SANDED, TAPED, AND PRIMED TO RECEIVE NEW WALL FINISHES.-BROOM CLEAN WORK AREAS ONLY, DAILY.-PROVIDE TEMPORARY DUST FILTERS IN ALL RETURN AIR DUCTWORK DURING RENOVATION/CONSTRUCTION. IN ALL 'BATT' INSULATED WALLS-BATTS TO FILL ENTIRE VOID SPACE, UNLESS NOTED OTHERWISE.-FIRE SEPARATIONS AND FIRE-RATED WALLS ARE TO EXTEND FULL HEIGHT TO u/s OF STRUCTURAL DECK AND ARE TO BE FIRE-STOPPED AT u/s OF DECK/FLOOR ROOF ABOVE, AND AT ALL PENETRATIONS TO PROVIDE A COMPLETE FIRE RESISTANT ASSEMBLY. REFER TO WRITTEN SPECIFICATIONS AND DETAILS FOR FIRESTOPPING MATERIALS AND REQUIREMENTS. (SUPPLIED BY CONTRACTOR)-SOUND RATED WALLS AND PARTITIONS ARE TO EXTEND TO u/s OF ROOF DECK OR THE FLOOR ABOVE. ACOUSTIC SEAL ALL GAPS AND PENETRATIONS AND ACOUSTIC CAULK AT FLOOR AND DECK. USE FLUTE FILLERS WHEN WALL(S) ARE PERPENDICULAR TO ROOF DECKING.-TYPICAL DIMENSIONS ARE TO FACE OF NEW WALL FRAMING/CONCRETE. DIMENSIONS MEASURED FROM EXISTING WALLS ARE MEASURED FROM FACE OF EXISTING FINISH OR SHEATHING.-TIE IN NEW WORK WITH EXISTING BUILDING ELEMENTS & STRUCTURE. (SEE DETAILS)-THE CONTRACTOR IS TO REVIEW ALL SUBMITTALS PRIOR TO SUBMISSION TO CONSULTANTS AND SHALL BEAR THE SIGNATURE OF THE CONTRACTOR SIGNIFYING SAID REVIEW HAS BEEN COMPLETED.-ALL SHOP DRAWINGS, REQUIRING ENGINEERING, TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, REGISTERED IN THE PROVINCE OF THIS PROJECT.-THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS FOR THE CONTRACTOR TO COMPLETE THE PROJECT BASED ON THE EQUIPMENT, STANDARDS, AND COLORS SPECIFIED HEREIN. PROPOSALS FOR EQUIPMENT OR BETTER MATERIALS/EQUIPMENTS MAY BE SUBMITTED TO THE ARCHITECT/DESIGNER AND/OR OWNERS REPRESENTATIVE FOR APPROVAL. ANY PROPOSED EQUIPMENT, PRODUCTS, OR MATERIALS SUBSTITUTIONS SHALL MEET OR EXCEED THE STANDARDS AND REQUIREMENTS OF SPECIFIED PRODUCTS AND MATERIALS AS LISTED IN THE SPECIFICATIONS AND SHALL BE SUBMITTED TO THE ARCHITECT/DESIGNER AND/OR OWNERS REPRESENTATIVE FOR WRITTEN APPROVAL PRIOR TO PROCUREMENT. REQUESTS FOR SUBSTITUTIONS SHALL BE COMPLETE WITH AN EXPLANATION AS TO HOW THE SUBMISSION IS EQUIVALENT OR BETTER AND WHY THE SUBSTITUTION IS BEING REQUESTED. THE OWNER SHALL RENDER FINAL DETERMINATION REGARDING USE OF PROPOSED SUBSTITUTIONS.-PROVIDE BLOCKING IN ALL WALLS AS REQUIRED TO SUIT ALL WALL MOUNTED HARDWARE AND FIXTURES SUCH AS HANDRAILS, GUARDRAILS, MILLWORK, WASHROOM FIXTURES & ACCESSORIES, KITCHEN EQUIPMENT AND SIGNAGE.-PERFORM ALL CUTTING, FITTING, AND PATCHING REQUIRED TO COMPLETE THE WORK. REMOVE AND REPLACE DEFECTIVE AND NON-CONFORMING WORK AND REPLACE WITH NEW PRODUCTS OR MATERIALS. PROVIDE OPENINGS FOR PENETRATIONS OF MECHANICAL AND ELECTRICAL WORK. RECEIVE PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER FOR PENETRATIONS THROUGH STRUCTURAL ELEMENTS. REFINISH SURFACES TO MATCH ADJACENT FINISHES.-6mil POLY VAPOR BARRIER, DENOTES 6mil POLYETHYLENE VAPOR BARRIER (CGSB-51.33-M)

ABBREVIATIONSADJAFFALUMARCHAUTOAVBAVMBOLCBC/LCGCIPCLGCLRCOLCONCCJCORRC/WDIADIMDNDPDWDWGEIFSEJELELECELEVEQEXEXTFDFEFHCFLFPFRRGAGALVGBNGCGLGWBH/CHORHRHSSHTHVACIBCINTLMATLMAXMECHMEZZMFRMINMISCMLWKMTLNFPANICNoNTSO/CODO/HOWSJPTDP LAMP/LPOLYPREFINPLYPTPSFRRR/ARDREINFREFRFREVRHSSRMRWLS/ASGSIMSOGSPECSPSQSSSTLSTRUCTTBDTOFTOPTYPU/GU/SUNOVBVCVERTVESTVIFWCWDWFWPWRM

ADJACENTABOVE FINISHED FLOORALUMINIUMARCHITECTURALAUTOMATICAIR VAPOUR BARRIERAIR VAPOUR MOISTURE BARRIERBOLLARDCATCH BASINCENTER LINECORNER GUARDCAST IN PLACECEILINGCLEARANCECOLUMNCONCRETECONTROL JOINTCORRIDORCOMPLETE WITHDIAMETERDIMENSIONDOWNDEPTHDISHWASHERDRAWINGEXTERIOR INSULATION FINISH SYSTEMEXPANSION JOINTELEVATIONELECTRICALELEVATOREQUALEXISTINGEXTERIORFLOOR DRAINFIRE EXTINGUISHERFIRE HOSE CABINETFLOORFIRE ALARM PANELFIRE RESISTANCE RATINGGAUGEGALVINIZEDGARAGE BINGENERAL CONTRACTORGLASS/GLAZINGGYPSUM WALL BOARDHANDICAPHORIZONTALHOURHOLLOW STRUCTURAL SECTIONHEIGHTHEATING, VENTILATION, AIR-CONDITIONINTERNATIONAL BUILDING CODEINTERIORLENGTHMATERIALMAXIMUMMECHANICALMEZZANINEMANUFACTURERMINIMUMMISCELLANEOUSMILLWORKMETALNATIONAL FIRE PROTECTION ASSOC.NOT IN CONTRACTNUMBERNOT TO SCALEON CENTEROUTSIDE DIAMETEROVERHEADOPEN WEB STEEL JOISTPAINTEDPLASTIC LAMINATEDPROPERTY LINEPOLYETHYLENEPREFINISHEDPLYWOODPRESSURE TREATEDPRESSED STEEL FRAMERADIUSRETURN AIRROOF DRAINREINFORCEDREFERENCEREFRIGERATORREVISIONROUND HOLLOW STRUCTURAL SECTIONROOMRAIN WATER LEADERSUPPLY AIRSTRUCTURAL GLAZINGSIMILARSLAB ON GRADESPECIFICATIONSTAND PIPESQUARESTAINLESS STEELSTEELSTRUCTURALTO BE DETERMINEDTOP OF FLOORTOP OF PARAPETTYPICALUNDERGROUNDUNDERSIDEUNLESS NOTED OTHERWISEVAPOUR BARRIERVINYL COMPOSITE TILEVERTICALVESTIBULEVERIFY IN FIELDWATER CLOSETWOODWATER FILTERWATERPROOFWASHROOM

1. ALL CONSTRUCTION MUST COMPLY WITH ABC 2014 AND ANY MUNICIPAL CODES AS MAY BE REQUIRED.2. ANY DISCREPANCIES BETWEEN ABC 2014 AND THESE DRAWINGS MUST BE REPORTED TO THE DESIGNER BEFORE CONSTRUCTION.3. THE CONTRACTOR AND/OR OWNER MUST VERIFY ALL DIMENSIONS AND REPORT ANY ERRORS TO THE DESIGNER BEFORE CONSTRUCTION.4. USE OF SUPERIOR MATERIALS OR CONSTRUCTION PRACTICES WILL BE ALLOWED, AS LONG AS THEY ADHERE TO NATIONAL AND PROVINCIAL BUILDING CODES. CONTRACTOR AND/OR OWNER MUST VERIFY SUCH CHANGES AND REPORT THEM TO THE DESIGNER BEFORE CONSTRUCTION.5. WALL SHEATHING MEMBRANE MUST COMPLY WITH ABC 2014, Div. B, SUBSECT. 9.23.176. ALL METAL FLASHING MUST COMPLY WITH ABC 2014, Div. B, SUBSECT. 9.27.37. ALL WINDOW DETAILS MUST COMPLY WITH ABC 2014, Div. B, SUBSECT. 9.7.2.18. ALL CAULKING/SEALANTS MUST COMPLY WITH ABC 2014, Div. B, SUBSECT. 9.27.4.19. FLASHING MUST BE INSTALLED ABOVE AND BELOW WINDOWS, DOORS AND ANY OTHER PENETRATION THROUGH THE CLADDING. WHEN THERE ARE HORIZONTAL CHGS. IT MUST BE INSTALLED BETWEEN CHANGES IN THE CLADDING. THE EXCEPTION TO THIS IS WHEN AN OPENING IS NO MORE THAN 1/4 THE HORIZONTAL DISTANCE OF THE EAVE, BELOW THE EAVE.10. REQUIREMENTS FOR FLASHING IN EXTERIOR WALLS: -OPENINGS IN THE EXTERIOR WALL FOR BUILDING SERVICES SUCH AS EXHAUST AND AIR INTAKE OPENINGS. -LOCATIONS WHERE ONE PARTICULAR TYPE OF CLADDING IS LOCATED ABOVE HORIZONTAL SIDING. THE ONE EXCEPTION IS WHEN THE UPPER CLADDING OVERLAPS THE LOWER CLADDING BY AT LEAST 25mm. -WINDOWS AND DOORS

(PLS. REFER TO DETAILS & DRAWINGS NOTES FOR FURTHER SPEC.'S)

STUCCO NOTES(PLEASE REFER TO DETAILS & DRAWING NOTES FOR FURTHER SPECIFICATIONS)

1. ALL CONSTRUCTION MUST COMPLY WITH ABC 2014 AND ANY MUNICIPAL CODE AS MAY BE REQUIRED.2. ANY DISCREPANCIES BETWEEN ABC 2014 AND THESE DRAWINGS MUST BE REPORTED TO THE DESIGNER IN WRITING BEFORE CONSTRUCTION.3. FASTENERS FOR STUCCO LATH WILL BE CORROSION RESISTANT AND NOT ALUMINIUM. (ABC 2014 Div. B, subsect. 9.28.3.1)4. NAILS TO BE 3.2mm dia. WITH A HEAD OF 11.1mm OR BETTER. (ABC 2006 Div. B, subsect. 9.28.3.2)5. STAPLES TO BE 1.98mm dia. OR BETTER. (ABC 2014 Div. B, subsect. 9.28.4)6. FASTENERS SHALL BE APPLIED EVENLY, 20 FASTENERS PER sq.m OF WALL SURFACE, NOT SPACED LESS THAN 150mm(6") ON HORIZONTAL AND VERTICAL NAILING SURFACES. (ABC 2006 Div. B, subsect. 9.28.4.6)7. NAILING SURFACES MUST HAVE SOLID BACKING OF WOOD FOR FASTENERS ONLY. (i.e. WALL STUDS, TOP AND BOTTOM PLATES, HEADERS ETC., DO NOT APPLY FASTENERS TO WALL SHEATHING WITHOUT SOLID BACKING).

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