Harkins Residence-3

12

10

12

10

12

1025'-5 7/8"

16'-0 5/16"

2'-1"

26'-5 1/16"

10'-0"

10'-1"

ASPHALT SHINGLES

6" BATTEN

4" BATTEN

6" BATTEN AROUNDWINDOWS & DOORS

MUNTIN BARS ASSHOWN TYP.

18" TYP.

6" BATTEN

STONE VENEER

TOP OF SLAB

MAIN FLOOR

MAIN FLOOR CEILING

GRADE

STUCCO

grade

12

10

12

10

10

12

35'-4 5/16"

10'-0"

10'-1"

asphalt shingles

18" typ.

6" batten aroundwindows & doors

42" railing

30"x30"stonecolumn

muntin bars asshown typ.

stucco

asphalt shingles

6" batten4" batten

grade

grade

FILE NUMBER 11 057

5

DRAWN: M.S.PCHECKED ---COMPLETED Dec 8 2011

SCALE3/16" = 1'-0"

DRAWING TITLE

THIS DRAWING IS COPYRIGHT AND MUST NOT BEUSED, REPRODUCED, OR REVISED WITHOUTWRITTEN PERMISSION

ALL DIMENSIONS ARE IN FEET AND INCHES UNLESSOTHERWISE NOTED. VERIFY DIMENSIONS.DO NOT SCALE THIS DRAWING

REPORT INCONSISTENCIES AND OMISSIONS TOMODERN DRAFTING & DESIGN FOR CLARIFACTIONBEFORE COMMENCING WITH THE WORK

DEVIATIONS FROM THE CONTRACT DOCUMENTSWITHOUT WRITTEN APPROVAL FROM MODERNDRAFTING & DESIGN ARE SUBJET TO CORRECTIONAT THE CONTRACTORS EXPENSE

IMPERIAL

NO. DATE DESCRIPTION 1.2.3.4.5.

RELEASE/REVISIONS

MAIN FLOOR - 2229 sq. ft.SECOND FLOOR - n/aTOTAL AREA - 2229 sq. ft.BASEMENT - 1876 sq. ft.

FRONT PORCH - 40 sq. ft.REAR DECK - 533 sq. ft.BALCONY - n/aGARAGE - 1683 sq. ft.

SQUARE FOOTAGE

FRONT ELEVATION

REAR ELEVATION

01

harkins residence

12

7

7

12

30'-10 11/16"

26'-5 1/16"

35'-4 5/16"

10'-0"

10'-1"

parging

stucco

asphalt shingles

18" 18"18"

main floor

top of slab

main floor ceiling

grade

grade

7

12 12

7

10'-0"

10'-1"

26'-5 1/16"

35'-4 5/16"

30'-10 11/16"

parging

stucco

asphalt shingles

18" 18" 18" 18"

grade

grade

main floor

top of slab

main floor ceiling

12

10

12

10

18"

18" 18"

18"

18"18"

asphalt shingles

stucco

grade

7

12

12

7

25'-5 7/8"

grade

stucco

asphalt shingles

18" 18" 18"

18"

FILE NUMBER 11 057

5


SCALE3/16" = 1'-0"

DRAWING TITLE





IMPERIAL


RELEASE/REVISIONS



SQUARE FOOTAGE

RIGHT ELEVATION

LEFT ELEVATION

02

garage frontgarage left

9060

7068

9060

5080

3068

3068

5068

2868

4256

3068

4260

2668

2020 2020

56100

7060

5068

2668

2668

3068

5068

2060

2668

2668

4068

8080

4260

100140

18080

9080

4260

4260

4260

3068

4260

4260

2060

2468

4260

2040

2868

2868

D/W

INSULATEDATTICACCESS

INSULATED

ATTIC

ACCESS

R

R

R

R

R

R

R

RR

R

R

R

R

R

R R

R

RR

R R

RR

R

R

R R R

R

R RR

3

3

3

3

3

C

C

3

C 3

C

T3

3

3

3

3

3

33

33

3

33

MASTER BDRM16'-5" x 14'-8"

OFFICE11'-0" x 9'-3"

DINING13'-0" x 14'-11"

NOOK14'-10" x 10'-1"

GARAGE26'-7" x 41'-2"

DECK46'-4" x 9'-8"

great room12'-4" x 18'-0"

8'-3 1/2"

4'-0"

9'-5"

8'-4"

1'-8"

15'-0"

22'-3 1/2"

22'-2 1/2"

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

15'-0 1/2" 13'-11"

8'-8" 4'-0" 4'-3"

8'-3" 5'-0" 5'-8" 5'-9 1/2"

7'-9" 5'-6"

9'-11"2'-1"1'-11"8'-3 1/2"

3'-6"

3'-11"

18'-1"

26'-5"

2'-0"

10'-0"

8'-1"

7'-5"

3'-7"

15'-5"

4'-0"8'-10"8'-9"

9'-0

"

15'-7

"

9'-0

"

7'-0"

7'-0"

7'-6"

8'-6"

3'-0"

19'-0"

21'-7"

2'-0"

14'-0

"

33'-7

"

7'-6"

7'-6"

7'-6"

7'-6"

7'-6"

7'-6"

45'-0"

15'-0"

15'-0"

15'-0"

6'-0

"

6'-0

"

11'-0

"

11'-0

"

7'-0"

7'-0"

48'-0

"

2'-0"

14'-0

"

22'-0

"

12'-0

"

1'-0"

6'-0 1/2"

6'-0 1/2"

4'-0"

6'-3" 3'-6" 7'-3" 5'-11" 6'-0" 4'-0" 4'-0" 2'-3" 9'-5" 2'-3"

50'-10"

1'-6"

3'-11" 13'-1" 11'-11" 8'-0" 13'-11"

23'-11"

8'-3"

16'-4"

5'-6"

43'-0"

2'-0"

48'-6"

1'-0"

12'-0"

16'-9" 15'-0" 15'-2"

46'-11"1'-0"

4'-0" 8'-8" 8'-1" 7'-6" 7'-6" 7'-7" 7'-7"

1'-6"

6'-0"

4'-0"

6'-9"

7'-4"

5'-0"1'-0"

8'-3"

13'-4"

3'-2"

3'-7"

6'-6"

5'-11"

6'-0"

4'-0"

14'-1"

4'-0"

dn 18r

ledge

2x6 plumbing

adjust width asper f.p. specs

r=80"

r=3

8"

eng b

eam b

y su

pplie

r

3-2X

12 sp

f#2

3-2X

12 sp

f#2

adjust width asper f.p. specs

butlerspantry

barrel vault

arch

arch

arch

arch

arch

arch

bench

EXTERIOR DOOR C/W CLOSER

& WEATHERSTRIPPING

dn 3r

GARAGE NOTE:ALL GARAGE WALLS & CEILINGTO BE INSULATED, POLY,DRYWALLED & ONE COAT TAPE

SLOPE SLA

B 4" TO

O/H D

OOR

SLOPE SLA

B 4" TO

O/H D

OOR

2-way DIRECT VENTGAS FIREPLACE

DIRECT VENTGAS FIREPLACE

sd

co2

db

135H

135H

3r

3-2X

12 sp

f#2

bulkhead

light

fan

light

fan

light

fan

120vjunctionbox

120vjunctionbox

fanr.i.

gas

gas line

drain w

/ sum

p

locat

ion

tbd o

n site

drain w

/ sum

p

locat

ion

tbd o

n site

40 amp panel

heated tile floor

carpet

carpet

dn 13r

tile

tile

tile

hardwood

hardwood

hardwood

hardwood

hardwood

light

fan3

3 3 3

bbq gas line

WINDOW INSTALLATION DETAIL

3/8" WALL SHEATHING

(AS PER BUILDING CODE 9.23.16.2)

A

1 LAYER OF SHEATHING MEMBRANE

(OVERLAP SHEATHING MEMBRANCE 4")

(AS PER BUILDING CODE 9.23.17)




3/8" WALL SHEATHING



B




3/8" WALL SHEATHING



C

FLASHING TO GO UP WALL 2" MIN.




(OVERLAP SHEATHING MENBRANE 4")

3/8" WALL SHEATHING



D

FLASHING TO GO UP WALL 2" MIN.


PEAL & STICK ON TOP OF FLANGES

SHEATHING MEMBRANE TO BE TACKED

INSIDE BOTTOM OF WINDOW OPENING


SHEATHING MEMBRANE TO BE PEALED

BACK ABOVE WINDOW. FLASHING SECURED

ABOVE WINDOW WITH PEEL AND STICK

MEMBRANE PLACED OVER TOP. SHEATHING

MEMBRANE TO BE PUT BACK OVER TOP OF

FLASHING AND PEEL AND STICK MEMBRANE.

SECONDARY LAYER OF PEEL &

STICK MEMBRANE PLACED OVER

TOP OF FLASHING.

STUCCO LATH DETAIL

9.28.3.11. FASTENERS FOR STUCCO LATH SHALL BE CORROSION-RESISTANT ANDMADE OF A METERIAL OTHER THAN ALUMINUM

9.28.3.2 NAILS AND STAPLES1. NAILS FOR STUCCO LATH OR REINFORCING SHALL BE NOT LESS THAN 3.2 MMDIAM. WITH A HEAD DIAMETER OF NOT LESS THAN 11.1 MM2. STAPLES FOR STUCCO LATH OR REINFORCING SHALL BE NOT LESS THAT1.98 DIAM. OR THICKNESS3. STAPLES AND NAILS FOR ATTACHING STUCCO LATH OR REINFORCING TOVERTICAL SURFACES SHALL BE OF SUFFICIENT ENOUGH TO PENETRATE 25MMINTO FRAMING MEMBERS OR TO THE FULL DEPTH OF THE SHEATHING WHERETHE SHEATHING IS USED FOR ATTACHMENT.4. ON HORIZONTAL SURFACES NAILS FOR STUCCO LATH OR REINFORCINGSHALL NOT BE LESS THAN 38 MM LONG.

9.28.4 STUCCO LATH9.28.4.1 MATERIALS1. RIB LATH OR EXPANDED METAL STUCCO MESH SHALL BEA) COPPER-ALLOY STEEL COATED WITH RUST-INHIBITIVEPAINT AFTER FABRICATION ORB) GALVINIZED2. WOVEN OR WELDED WIRE MESH SHALL BE GALVINIZED

9.28.4.3 STUCCO LATH SPECIFICATIONS1. STUCCO LATH SHALL CONFORM TO TABLE 9.28.4.3

HORIZONTAL AND VERTICALJOINTS OF METAL LATHSHOULD BE NO LESS THAN50 MM (2") AND THE LONGDIMENSION OF THE LATHAPPLIED HORIZONTAL

LATH FASTENINGPER ABC 9.28.4.6150 MM (6") O.C. VERTICALLY400 MM (16") O.C. HORIZONTALLYOR100 MM (4") O.C. VERTICALLY600 MM (24") O.C. HORIZONTALLYWITH NO FEWER THAN 20 FASTENERS PER SQ. METER

STUCCO FINISH TO MIN. OF NOTLESS THEN 2 BASE COATS ANDONE FINISH COAT PROVIDING ATOTAL THICKNESS OF NOT LESSTHAN 15MM OR 1/4" FROM FACEOF LATH OR FACE OF MASONRYWHERE LATH IS NOT REQ.

WALL SHEATHINGMEMBRANE DETAIL

9.23.17.1 MATERIAL STANDARD. SHEATHING PAPER SHALL CONFORMTO CAN2051.32 "SHEATHING, MEMBRANE, BREATHER TYPE."9.23.17.3 REQUIRED SHEATHING MEMBRANE AND INSTALLATION

1. EXPECT AS PROVIDED IN ARTICLES 9.23.17.4-5-6 AT LEAST ONELAYER OF SHEATHING MEMBRANE SHALL BE APPLIED BENEATHSIDING, STUCCO, OR MASONARY VENEER2. SHEATHING MEMBRANE REQUIRED IN SENTENCE 1 SHALL BEAPPLIED SO THAT THE JOINTS ARE LAPPED NOT LESS THEN 4" (100MM)3. WHERE SHEATHING MEMBRANE REQUIRED SENTENCE 1 IS APPLIEDHORIZONTALLY, THE UPPER SHEETS SHALL OVERLAP THE LOWERSHEETS.4. ALL JOINTS IN THE SHEATHING PAPER REQUIRED IN SENTENCE 3SHALL OCCUR OVER FRAMING, AND THE PAPER SHALL BEFASTENED TO THE FRAMING WITH ROOFING NAILS OR STAPLESSPACED NOT MORE THEN 6" (150 MM) ALONG THE EDGES OF THEOUTER LAYER OF SHEATHING PAPER

FASTEN NAILS OR STAPLESAT NO MORE THAT 6" (150MM) APART

FIRST COURSEOF REQUIRED.BUILDING PAPER

SECOND COURSEOF REQUIRED.BUILDING PAPER

THIRD COURSE OFREQUIRED.BUILDING PAPER

OVERLAP (MIN)

OVERLAP (MIN)

OVERLAP (MIN)

CONTINUE COURSESTO TOP OF WALL(AS REQUIRED)

4"

4"

4"

WALL SHEATHINGGAP DETAIL

9.23.16.2 THICKNESS RAITING AND MATERIAL STANDARDS1. WHERE WALL SHEATHING IS REQUIRED, IT SHALL CONFORM TOEITHER TABLE 9.23.16.2.A, OR TABLE 9.23.16.2.B

2. WOOD BASED PANELS USED FOR WALL SHEATHINGCONFORMING TO TABLE 9.23.16.2.B SHALL BE PRODUCED ATMILLS OPERATING A QUALITY ASSURANCE PROGRAMMECONFORMING TO CSA-0325.2-M "QUALITY ASSURANCE FORCONSTRUCTION SHEATHING. "

SHEATHING FASTENINGPER ABC TABLE 9.23.3 B150 MM (6") O.C. ALONG EDGES30 MM (12") O.C. ALONGINTERMEDIATE SUPPORTS

SHEATHINGPER ABC 9.23.16ALLOW MIN 3/32" (2 MM)GAP BETWEEN SHEATHING(TOP/BOTTOM & SIDES)

MIN 3/8" (7.5 MM)THICKNESS OFEXTERIOR SHEATHING

continue coursesto top of wall(as reqired)

FILE NUMBER 11 057

5


SCALE3/16" = 1'-0"

DRAWING TITLE





IMPERIAL


RELEASE/REVISIONS



SQUARE FOOTAGE

MAIN FLOOR PLAN

03

SURPLUS METAL FOLDED BEHIND

UPTURNED METAL EDGE

LIP OR HEMMED EDGE

SLOPED FLASHINGEXTENDED 1" 25MM BEYOND WINDOW

1103" 3/4 76MM 7/8

N.T.S.

DRIP EDGE FLASHING

N.T.S.

DRIP EDGE END DETAIL

NOTE: END-DAMS AND/OR SLOPED FLASHINGS ARE REQUIRED ON HEADFLASHING TO PREVENT MOISTURE FROM ENTERING THE STUCCO AT JAMB AREAEND-DAMS SHALL BE COMPATIBLE WITH THE HEAD FLASHING MATERIAL

ELEVATION NOTES

BASEMENT NOTES

MAIN & SECOND FLOOR NOTES1. BUILDER MUST CHECK & VERIFY ALL DETAILS & REPORT ANY DISCREPANCIES TO "modern drafting & design ltd." PRIOR TO ANYCONSTRUCTION.2. FINAL GRADES MAY ALTER EXTERIOR APPEARANCE.3. ALL EXTERIOR LINTELS TO BE 2 - 2x10 SPF #2 UNLESS SPECIFIED.4. CONSTRUCTION SHALL CONFORM TO THE ALBERTA BUILDING CODE AND LOCAL BUILDING BY-LAWS.5. WINDOW & DOOR SIZES 4640 (4'- 6"x 4'- 0")6. WALLS ARE DIMENSIONED TO EDGE OF FRAMING. OPENINGS ARE DIM. TO CENTRE OF R.O.7. PROVIDE EXTERIOR VENTING FOR ALL FANS & RANGE HOOD.8. 20"x 28" ATTIC ACCESS TO BE WEATHESTRIPPED & INSULATED.9. TOP OF DECK TO BE 3" BELOW TOP OF FLOOR UNLESS NOTED.

1. BUILDER MUST CHECK & VERIFY ALL DETAILS & REPORT ANY DISCREPANCIES TO "modern drafting & design ltd." PRIOR TO ANYCONSTRUCTION.2. FINAL GRADES MAY ALTER EXTERIOR APPEARANCE.3. CONTRACTOR TO DETERMINE SOIL CONDITIONS ARE SUITABLE BEFORE START OF CONSTRUCTION.4. CONSTRUCTION SHALL CONFORM TO THE ALBERTA BUILDING CODE AND LOCAL BUILDING BY-LAWS.5. PROVIDE SLEEVES THRU CONC. AS REQUIRED FOR F/A & C/A VENT FOR FURNACE.6. DECK DROPPED 3" BELOW FLOOR & SLOPED FOR DRAINAGE.7. ELECTRICAL PANEL TO BE LOCATED AS NEAR FURNACE AS POSSIBLE UNLESS NOTED.8. ALL FOOTINGS TO BE A MIN. OF 4' BELOW GRADE. STEP CONC. AS REQUIRED.

1. BUILDER MUST CHECK & VERIFY ALL DETAILS & REPORT ANY DISCREPANCIES TO "modern drafting & design ltd." PRIOR TO ANYCONSTRUCTION.2. FINAL GRADES MAY ALTER EXTERIOR APPEARANCE.3. CONSTRUCTION SHALL CONFORM TO THE ALBERTA BUILDING CODE & LOCAL BUILDING BY-LAWS.4. TOP OF DECK TO BE 3" BELOW TOP OF FLOOR UNLESS NOTED.5. 18" OVERHANG C/W PREFINISHED SOFFIT & FASCIA UNLESS NOTED.6. ROOF SHALL BE VENTED AS PER THE ALBERTA BUILDING CODE.7. ALL WINDOW & DOOR TOPS TO HAVE FLASHING.

ROOF NOTES

1. 6" PREFINISHED FASCIA2. PREFINISHED EAVESTROUGH3. TRUSS SUPPLIER TO VERIFY ALL ROOF SLOPES AND TRUSS DESIGN PRIOR TO FABRICATION

1. OPENINGS UP TO 6'- 0" 2-2x8 SPF #22. OPENING OVER 6'- 0" 2-2x10 SPF #2 (UNLESS NOTED OTHERWISE)

OPENING NOTES

SEE PLANS FOR SPANS OVER 8'.

2 - 2x82 - 2x10

1' - 6'6' - 8'

WINDOWS &DOORS

LINTEL SPANS

NUMBER OF FULL HEIGHT 2x6STUDSREQUIRED PER SIDE OF WINDOWOPENINGS 4' TO 12' WIDELOADBEARING WALLS UP TO 3STACKED WINDOWS

TALL WALL DETAIL

BOTH CASES = 3 NAILS/STUD.

LOADBEARING WALLS NOOPENINGS2x6 @ 16" o/c FULL HEIGHTSTUDSMAX. WALL HEIGHT OF 18' - 2".

NOTES:

3 - 2x63 - 2x64 - 2x64 - 2x65 - 2x67 - 2x67 - 2x6

W = 4' - 0"W = 4' - 8"W = 6' - 0"W = 7' - 0"W = 8 - 0"W = 10 - 0"W = 12 - 0"

WALL CONFIG2x6 @ 12" o/c

OPENINGWIDTH

19' - 9" MAX. HEIGHT

14' - 0" MAX. HEIGHT

W

SEE LINTEL SPANS

OPENING

LOCATIONS AS PER CURRENT ELECTRICALCODE & AS SPECIFIED ON PLANS.

SOFFIT OUTLET

220V OUTLET

SWITCHED OUTLET

WEATHERPROOF OUTLET

DUPLEX OUTLET

DOOR CHIME

VACU-FLOW OUTLET

THERMOSTAT

SMOKE DETECTOR

CABLE TV OUTLET

TELEPHONE JACK

VENTING FAN

LIGHT / FAN

TRACK LIGHTING

RECESSED LIGHT FIXTURE

LIGHT FIXTURE

DIMMER SWITCH

4 WAY SWITCH

3 WAY SWITCH

SWITCH

SOFFIT

OUTLET

S

WP

VF

T

SD

TV

R

DM

43

ELECTRICAL SYMBOLS

4030

5080

9060

4030

4030

9060

2868

2868

2668

2668

4068

3068

2468

2668

4068

4068

2668

WH FD

sd

co2

R

RRRRR

R

RR

R

R R

R

R

R R

R

RR

R

R R R R

R R

3

C

3

3

C

3

3 C

C

3

FAMILY14'-4" x 20'-1"

office12'-4" x 13'-5"

media room15'-9" x 20'-1"

BEDROOM11'-11" x 12'-11"

bar area14'-1" x 20'-1"

9'-6"

14'-7 1/2"

4'-0"

3'-8"

5'-7"

1'-0"

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

1'-6"

47'-7

"

3"

11'-9"

3'-11 3/4"

6'-0"

22'-3 1/2"

15'-0"

22'-2 1/2"

6"

3'-0" 13'-4"

1'-8"

3'-4 3/4"10"

3'-8"

7'-4 1/2"1'-6"

3'-8"

1'-6"

12'-11"2'-11"7'-1"1'-6"

8'-5"

7'-9" 10'-0"

2'-0"

44'-6"

15'-6" 15'-5" 15'-6"3"

15'-2"15'-0"16'-9"7'-7"7'-7"7'-6"7'-6"8'-1"8'-8"

2'-0"

48'-6"

19'-10"

13'-9"

14'-1"

46'-11"

3'-11" 13'-1" 11'-11" 8'-0" 13'-11"50'-10"

6'-0 1/2"

14'-0

"

22'-0

"

12'-0

"

48'-0

"

2'-0"

2'-6"

9'-0

"

2'-6"

2'-0"

18'-0

"

2'-0"2'-

0"

8'-0

"

2'-0"

15'-0"

15'-0"

15'-0"

45'-0"

1'-6"

33'-7

"

14'-0

"

2'-0"

2'-0"

10'-0

"

2'-0"

1'-6"

3'-0"

14'-6" 19'-0"

22'-7"3'-6"3'-0"16'-1"

26'-5"

18'-1"

20'-8"

7'-2"

2'-8"

3'-11"

10'-1"

8'-0" 9'-10" 7'-0" 13'-1" 9'-0"

9'-0"13'-1"10'-10 3/4"13'-11 1/4"

23'-3"

3'-2"

27'-6"

13'-0"

8'-0"

12'-0"

4'-0"

9'-0" 3'-6" 5'-3"

2'-0"

20'-0 3/4"

CANT'L

DN 18R

LINE OF FLOOR ABOVE

6x6 POST ON10" DIA. CONC. COLUMNc/w 4-10mm REBAR@ 6" o/c EACH WAYRUN BARS 3' UP INTO COLUMNMIN. 4' BELOW GRADE(TYP.)

STRUCTURAL STEEL POST(SEE FLOOR JOIST LAYOUT)36"x36"x10" CONC. PADc/w 4 - 10mm REBAR@ 9" o/c EACH WAY(TYP.)

2x10 SPF #2 @

16" O

/C

NOTE:HIGH EFFICIENCY FURNACEAND WATER HEATER

ELECTRICALPANEL LOCATION

ENGINEERED FLOOR JOISTS

HEATING CONTRACTOR TOENSURE FURNACE IS MIN.4'-6" AWAY FROMEXTERIOR WALL

NOTE: MECHANICALLOCATIONS MAY BEALTERED ON SITE

pre-cast conclanding & steps

NOTE: SITE

CONDITIONS MAY

ALTER STAIR.

CONFIRM PRIOR TO

ORDER

note:frost walls to be trenched number & locations of pilestbd ON SITE

garag

e doo

r b

uck

garag

e doo

r b

uck

garag

e doo

r b

uck

garag

e doo

r b

uck

man door buck

man door buck

eng beam by supplier



barrel arch

barrel arch

barrel arch

r=80"

r=3

8"

stackedlaundry

5 sh

bench bench

3

2x10 SPF #2@ 16" O/C

3-2x10 spf#2

carpet

carpet

carpet

carpet

tile

carpet

tile

tile

a/vcabinet

3" conduit

1" u/g conduit

FILE NUMBER 11 057

5


SCALE3/16" = 1'-0"

DRAWING TITLE





IMPERIAL


RELEASE/REVISIONS



SQUARE FOOTAGE

FOUNDATION PLAN

04

GARAGE TO HOUSE WALL CONSTRUCTION

W5 1/2" DRYWALL MUDDED & TAPED2X6 STUDS @ 24" O/CR-20 F.G. BATT INSULATIONLINTELS AS PER CHART OR ENG LAYOUT6MM POLY VAPOUR BARRIER1/2" DRYWALL, MUDDED & TAPED

EXTERIOR WALL CONSTRUCTION

W1 EXTERIOR FINISH AS PER ELEVATIONSBUILDING PAPER3/8" O.S.B. SHEATHING2x6 STUDS @ 24" o/c & 16" o/c @ KIT. CABS.R-20 F.G. BATT INSULATIONLINTELS AS PER CHART OR ENG. LAYOUTFLASHING OVER ALL OPENINGS6mm POLY VAPOUR BARRIER1/2" DRYWALL

W2 (FOR WALKOUT ON 2-STOREY ONLY)SAME CONSTRUCTION AS W1 EXCEPT2x6 STUDS @ 16" o/c

INTERIOR WALL CONSTRUCTION

W3 2x4 OR 2x6 STUDS @ 24" o/c16" o/c @ KIT. CABS.1/2" DRYWALL BOTH SIDES

FOUNDATION WALL CONSTRUCTION

W4 MIN. 6" PARGINGDAMPPROOFING TO GRADE8" CONCRETE WALL1 ROW 10mm REBAR TOP & BOTTOMON 18"x6" CONT. CONCRETE FOOTINGINTERIOR DAMPPROOFING TO GRADE (MIN 4')2x4 STUDS @ 24" o/cR-12 F.G. BATT INSULATION6mm POLY VAPOUR BARRIER

F1 FINISHED FLOORING AS PER SPECIFICATIONS3/4" O.S.B. SUBFLOORENG'D FLOOR JOISTS, SIZED & SPACED BY MANUFACTURER & INSTALLED AS PER MANUFACTURERS SPECIFICATIONS1/2" DRYWALL AS REQUIRED

F2 3" CONCRETE SLAB6mm POLY VAPOUR BARRIER5" COMPACTED GRAVEL

F3 4" CONCRETE SLABSLOPE 4" TO O.H. DOOR10mm REBAR @ 24" o/c EACH WAY5" COMPACTED GRAVEL

FLOOR CONSTRUCTION

C1 F1 CONSTRUCTION6mm POLY VAPOUR BARRIERR-28 F.G. BATT INSULATION3/8" O.S.B.SOFFIT ON EXPOSED AREAS

CANTILEVER CONSTRUCTION

R1 ASPHALT SHINGLESEAVE PROTECTION AS REQUIREDENG'D ROOF TRUSSES @ 24" o/cR-40 F.G. BATT INSULATION6mm POLY VAPOUR BARRIER1/2" DRYWALL

ROOF CONSTRUCTION

1) ALL STRUCTURAL LUMBER IS TO BE #2 SPF OR BETTER.

2) ALL STUDS ARE TO BE CONSTRUCTION GRADE SPF.

3) GENERALLY, EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHINGAND CONCRETE; INTERIOR DIMENSIONS ARE TO FACE OF STUDSAND CENTER OF BEAMS, UNLESS NOTEDOTHERWISE.

4) WALLS LESS THAN 1.2m (4' - 0") FROM PROPERTY LINE ARE TOHAVE A MIN. 45 MINUTE FIRE-RESISTANCE RATING.

5) ENGINEERED ROOF TRUSSES AND FLOOR JOISTS SYSTEMS DESIGNS,DIMENSIONS, DETAILS, INSTALLATIONS, ETC. SHALL BE ACCORDINGTO MANUFACTURES' SPECIFICATIONS AND SHALL BE COMPLETE WITHALL NECESSARY BLOCKING, HANGERS, ETC.

6) ROOF OVERHANGS ARE TO BE 18" UNLESS NOTED OTHERWISE.

7) WHERE STEP FOOTINGS OCCUR, THE HORIZONTAL DIMENSION OFEACH STEP SHALL NOT BE LESS THAN 2'-0" AND THE VERTICALDIMENSION OF EACH STEP SHALL NOT EXCEED 2'-0".

8) ALL FOOTINGS ARE TO BE MIN. 4' BELOW GRADE.

9) CONSTRUCTION SHALL CONFORM TO THE ALBERTA BUILDING CODE& LOCAL BUILDING BYLAWS.

10) WINDOWS & DOOR SIZES ARE READ AS FOLLOWS: 5040 (5'-0" x 4'-0").THESE ARE GENERAL SIZES. ACTUAL SIZES AND ROUGH OPENINGSSHALL BE PROVIDED BY SUPPLIER.

11) ALL PORCHES & DECKS ARE TO BE 3.5" BELOW T.O.S. UNLESS NOTEDOTHERWISE.

12) FINAL LOT GRADES MAY ALTER EXTERIOR APPEARANCE.

GENERAL NOTES

FLOOR ABOVE GARAGE

- INTERIOR FLOOR FINISH- 26/32" STURDI-WOOD- 6 MIL POLY VAPOURBARRIER- ENGINEERED FLOOR JOISTS- DROPPED 2x4 FRAMINGBETWEEN GARAGE ROOF TRUSS ANDWALL- R28 FIBREGLASS BATTINSULATION- 1/2" GYPSUM BOARD

2

10:12

10:12

10:12

10:12

10:12

10:12

10:12

10:12

10:12 10:12 10:12 10:12 10:12

7:12

7:12

7:12

7:12

7:12

7:12

7:12

10:12 10:12

7:12

12

10

12

10

10

12

7

12

12

7

4'-0"

4'-0"

4'-0"

10'-0"

10'-1"

4'-10"

3'-1"

10'-0"

9'-9"

10'-1"

2'-0"

10'-1"

MINIMUM

MINIMUM

WEEPING TILEAS REQUIRED



18"

18"18"

18"

LINE OF ENTRYROOF INFOREGROUND

UTILITY HALL BEDROOM

MUDROOM

HALL ENTRYDINING

FAMILYOFFICE

BEDROOM

DINING BUTLERPANTRY

KITCHEN / NOOK

GARAGE

ENGINEERED FLOOR JOIST SYSTEM BY SUPPLIER

ENGINEERED ROOF TRUSS SYSTEM BY SUPPLIER

ENGINEERED ROOF TRUSS SYSTEM BY SUPPLIER

ENGINEERED FLOOR JOIST SYSTEM BY SUPPLIER2x10 JOISTS

R=120"

W5

W4

F3

F2

F1

R1

W2

W4

w1

w1

R1

w1

W4

F2

F1

6x6 POST ON10" DIA. CONC. COLUMNc/w 4-10mm REBAR@ 6" o/c EACH WAYRUN BARS 3' UP INTO COLUMNMIN. 4' BELOW GRADE(TYP.)

STRUCTURAL STEEL POST(SEE FLOOR JOIST LAYOUT)36"x36"x10" CONC. PADc/w 4 - 10mm REBAR@ 9" o/c EACH WAY(TYP.)GARAGE NOTE:

ALL GARAGE WALLS & CEILINGTO BE INSULATED, POLY,DRYWALLED & ONE COAT TAPE

NOTE: SITE CONDITIONSMAY ALTER STAIR.CONFIRM PRIOR TO

ORDER

NOTE: SITE CONDITIONSMAY ALTER STAIR.CONFIRM PRIOR TO

ORDER

FILE NUMBER 11 057

5


SCALE3/16" = 1'-0"

DRAWING TITLE





IMPERIAL


RELEASE/REVISIONS



SQUARE FOOTAGE

05

roof layout

crosssection "a"

cross section "b"

Documents

Harkins Residence-3