Render Plus PDF File - · PDF filemaster bedroom living room dining area garage deck kitchen...

FRONT ELEVATION

ARCHITECTURAL RELIEFE.P.S. ACRYLIC PROFILES(OPTIONAL WOOD BUILD OUTS)TYPICAL

12

7

12

7

DECORATIVESHUTTERS

TO EDGE OF6x6 POST

TOP OF BEAM TOBE 21" ABOVE TOPOF GARAGE WALL(SEE SECTION C-C)

15'-6"12'-6"1'-6"

21"

4'-6"

2'-7

1/2

"

LEFT ELEVATION

12

7

12

7

12

7

BRICK VENEER ONIRON LEDGE

WINDOW WELLSAS REQ'D.

WINDOW WELLAS REQ'D.

12

7

12

7

REAR ELEVATION

OPTIONAL P.W.LATTICE



RESIDENCE

GARAGE

DECK

S.W

.

ELEV.ELEV.

ELEV.ELEV.

PLOT PLANSCALE: 1" = 20'-0"

LOT No.

BLOCK No.

PLAN No.

CIVIC ADD.

INDICATE NORTHFOR SPECIFIC SITE

54'-0

"

28'-0" 12'-0"

16'-0" 4' 20'-0"

DR

IVE

WA

YS

LOP

ES

SE

TB

AC

K

6'28

'-0"

6'

IMPORTANT

THESE DRAWINGS REMAIN THE PROPERTY OFSPECTRUM DESIGN AND DRAFTING STUDIOSLTD. REPRODUCTION OF THESE DRAWINGSBY ANY MEANS IS STRICTLY PROHIBITED.

THE CONTRACTOR AND SUBCONTRACTORS(TRADES) ARE RESPONSIBLE FOR CHECKINGALL DETAILS AND DIMENSIONS ON DRAWINGSAND WILL REPORT ANY DISCREPANCIES TOSAID COMPANY FOR ADJUSTMENTS, PRIORTO CONSTRUCTION.

THIS PLAN WAS DESIGNED AND DRAFTEDBY SPECTRUM DESIGN & DRAFTING STUDIOSLTD. TO MEET AVERAGE CONDITIONS ANDCODES AT THE TIME IT WAS DESIGNED.BECAUSE CODES AND REQUIREMENTS CANCHANGE AND MAY VARY FROM JURISDICTIONTO JURISDICTION, SPECTRUM DESIGN &DRAFTING STUDIOS LTD. CANNOT WARRANTCOMPLIANCE WITH ANY SPECIFIC CODE ORREGULATION. CONSULT YOUR LOCALBUILDING OFFICIAL TO DETERMINE THESUITABILITY OF THESE PLANS FOR YOURSPECIFIC SITE AND APPLICATION.

THIS PLAN CAN BE ADAPTED TO YOUR LOCALBUILDING CODES AND REQUIREMENTS, BUTALSO, IT IS THE RESPONSIBILITY OF THEPURCHASER AND/OR BUILDER OF THIS PLANTO SEE THAT THE STRUCTURE IS BUILT INSTRICT COMPLIANCE WITH ALL GOVERNINGMUNICIPAL CODES (CITY, COUNTRY,PROVINVIAL, STATE, AND FEDERAL)

THE PURCHASER AND/OR BUILDER OF THISPLAN RELEASES SPECTRUM DESIGN &DRAFTING STUDIOS LTD., ITSSHAREHOLDERS, DIRECTORS, OFFICERS ANDEMPLOYEES FROM ANY CLAIMS THAT MAYARISE DURING THE CONSTRUCTION OF THISSTRUCTURE OR ANYTIME THEREAFTER.

NOTES

- ALL MATERIALS, SUPPLIES, AND EQUIPMENT TOBE INSTALLED AS PER MANUFACTURERSSPECIFICATIONS AND AS PER LOCAL CODESAND REQUIREMENTS.

- DOUBLE FLOOR JOISTS UNDER ALL PARTITIONWALLS, UNLESS OTHERWISE NOTED.

- ALL TRUSSES TO BE PRE-ENGINEERED BYTRUSS MANUFACTURER, TO MEET LOCALREQUIREMENTS.

THE STAMP BELOW MUST APPEAR INRED, ANY DUPLICATION OF THESEDRAWINGS IN WHOLE OR IN PART IS INVIOLATION OF COPYRIGHT LAWS.

CLIENT

PLAN NO.

PROPOSAL DATE:

DATE:

DRAWN BY:

SCALE:

SHEET NO:

OF

THIS PLAN IS PROTECTED UNDER COPYRIGHT LAW,AND REPRODUCTION OF THE ILLUSTRATIONS ORWORKING DRAWINGS IS STRICTLY PROHIBITED.SPECTRUM DESIGN & DRAFTING STUDIOS PERMITSTHE PURCHASER OF THESE PLANS THE RIGHT TOCONSTRUCT ONLY ONE STRUCTURE AND THESEPLANS CANNOT BE RESOLD.

BOX 718DIDSBURY, ALBERTA, CANADA

T0M 0W0403-335-8430

1" = 4'-0"

www.spectrumhomeplans.com

1

1344-12221222 SQ. FT. BUNGALOW

SEPT 2000

5

MASTER BEDROOMLIVING ROOM

DINING AREA

GARAGE

DECK

KITCHEN

ENSUITE

BATH

TUB c/w SHOWER

WALK INCLOSET

D.

CO

AT

S

W.

RG.REF.

DW.

SH

ELV

ES

SH

ELV

ES

DE

SK

CH

INA

TU

B c

/w S

HO

WE

R

BEDROOM No.2

BEDROOM No.3

CLOSET

CLO

SE

T

CO

AT

S

FACTORY BUILT FIRE PLACETO U.L. & C.S.A. STANDARDSMODEL #

PRE-ENGINEEREDGIRDER TRUSS(20'-0" SPAN,7/12 PITCH)

FLOOR IN SHADED AREATO BE RAISED FOR6'-8" MIN HEADROOMON STAIRS

WEATHERSTRIPPING &c/w CLOSER

3 PLY 2x10 #2 S.P.F BEAMON 6x6 P.W. POST

BATHROOM NOTE:MINOR ADJUSTMENTS MAYBE REQUIRED WHEN FRAMINGAROUND TUBS AND SHOWERSCONTACT SUPPLIER FOR EXACTFRAMED OPENING REQUIRED

BOX OUT AROUNDPOST 16" x 16"

CANTILEVERFLOOR JOISTS

3 PLY 2x10 #2 S.P.F BEAMON 6x6 P.W. POST

MAIN FLOOR PLAN1222 SQ. FT.

PRE-ENGINEEREDMICROLAM LINTELOVER THIS DOOR

CANTILEVER ROOFTRUSSES 2'-0"(SEE ROOF PLAN)

ATTICACCESS

ARCH TOOWNERSSPECS.

ARCH TOOWNERSSPECS.

CUT BACK TRUSSESIN THIS AREA (SEESECTION C-C)

CANTILEVER ROOFTRUSSES(SEE ROOF PLAN)

DN

14

R

12'-0"

2'-0"2'-0"3'-0"3'-0"2'-0"

12'-0"

10'-0"10'-0"8'-0"12'-0"

20'-0" 20'-0"

40'-0"

7'-8" 2'-10" 1'-6" 4'-0" 4'-0" 20'-0"

16'-0" 4'-0"

14'-0

"14

'-0"

2'-6

"5'

-9 1

/2"

5'-2

1/2

"2'

-0"

28'-0

"8'

-3 1

/2"

15'-8

1/2

"2'

-0"

28'-0

"26

'-0"

54'-0

"

12'-9" 2'-0" 12'-11" 5'-6" 6'-10"

4'-2" 2'-6" 2'-11 1/2" 7'-8 1/2" 4'-3 1/2" 2'-6 1/2"

6'-10"10'-6"

10'-6" 5'-6" 4'-0" 20'-0"

5'-0

"6'

-8 1

/2"

3'-1

1 1/

2"3'

-10

1/2"

2'-6

"5'

-11

1/2"

6'-0

"6'

-0"

8'-0

"

6'-0

"2'

-9"

3'-6

"3'

-9 1

/2"

5'-5

"3'

-9 1

/2"

3'-5

1/2

"

3'-6

"8'

-9"

6'-0

"

3'-4

"12

"14

'-0"

14'-0

"3'

-11

1/2"

6'-8

1/2

"5'

-0"

6'-0

"

4'-5

"3'

-7"

6'-0

"

10'-0"2'-0"10'-3"5'-9"

12'-0"16'-0"

40'-0"

6'-0

"4'

-9 3

/4"

4'-6

1/4

"2'

-4 1

/2"

9'-1

0 1/

2"14

'-0"

18'-5

"9'

-4"

12'-3

"

40'-0

"

2'-5

"8'

-0"

2'-0

"

5'-3

1/2

"4'

-0 1

/2"

2'-1

0"9'

-7"

6'-0

"2'

-0"

1'-3

1/2

"

4'-0

"

6'-6"2'-10"10'-6"

3'-4"5'-4"3'-4"3'-3"7'-0"5'-9"

3'-9"6'-9" 2'-10" 2'-6"

2'-10"

6'-0

"

2'-0

"

4'-0

"2'

-0"

2'-0

"

6'-6

"4'

-0"

2/6

6/8

2/6 6/8

2/6

6/8

3/0

6/8

3/0 6/8

3/0

6/8

1/6

6/8

2/8

6/8

3/0 6/8

2/8

6/8

5/0 5/0 S.U.1/6 5/0 S.U. (V)1/

6 5/

0 S.U

. (V)

3/0

3/6

S.U

. (V

)

16/0 7/0 GARAGE DOOR

4/0 5/0 S.U. (V)

2/6

6/8

2/6

6/8

4/0 6/0 S.U. (V) 4/0 6/0 S.U. (V)

4/0

4/0

S.U

. (V

)

2/6 6/8 2/6 6/8

5/0 6/8

4/0

6/8

3/0

6/8

2/6

6/0

S.U

. (V

)2/

6 6/

0 S

.U. (

V)

C2 5

A2 4

B2 5

A2 4

C2 5

B2 5

D2 4

D2 4

PRE-ENGINEEREDGIRDER TRUSS(20'-0" SPAN, 7/12 PITCH)

3 PLY 2x10#2 S.P.F. BEAMSON 6x6 P.W POST

LINE OFWALL BELOW

7/12 PITCH(TYPICAL)

FRAME SHADEDAREA ON SITE ABOVEROOF BELOW

NOTE:ROOF IN SHADEDAREA TO BE RAISED21" ABOVE HOUSE ROOF(SEE SECTION C-C)

LINE OFWALL BELOW

LINE OFWALL BELOW

12'-0"

40'-0"

40'-0

"14

'-0"

54'-0

"

20'-0"8'-0"12'-0"

40'-0"

40'-0

"6'

-0"

8'-0

"

SCALE : 1" = 8'-0"

NOTE:18" OVERHANG(TYPICAL)

ROOF PLAN

CANTILEVER ROOFTRUSSES 2'-0"

12'-0"16'-0"

15'-6"12'-6"

1'-6"

12'-0"

CUT BACK TRUSSESIN THIS AREA (SEESECTION C-C)

CANTILEVERROOF TRUSS

4'-6

"

IMPORTANT






NOTES





CLIENT

PLAN NO.

PROPOSAL DATE:

DATE:

DRAWN BY:

SCALE:

SHEET NO:

OF



T0M 0W0403-335-8430

1" = 4'-0"


1222 SQ. FT. BUNGALOW

SEPT 2000

2

1344-1222

5

3 1/2" CONC. SLAB ON6 MIL POLY V.B. ON5" COMPACTED GRAVEL FILL

4 PLY 2x10 #2 S.P.F. BEAM ONAPPROVED STRUCURAL STEELCOLUMNS (ADJUSTABLE)ON 36"x36"x10" REINF. CONC. FTGS.

4 PLY 2x10 #2 S.P.F FLUSH BEAMON 6x6 P.W. POSTON 10"ø x48" LONG CONC. PIERSON 36"x36"x10" CONC. PAD FOOTINGS

PRE-ENGINEERED WOOD IFLOOR TRUSSESc/w BLOCKING AND BRIDGINGTO MANUF. SPECIFICATIONS(9 1/2" DEEP SHOWN @ 16" o/c)

BUCK DOWN 12" FOR DOORWAYS

4" CONC. FLOOR c/w 6x6 #10 W.W. MESH(OPTIONAL 10M REBAR @ 24" o/c BOTH WAYS)ON 5" COMPACTED GRAVEL FILL(SLOPE TOWARDS O.H. DOORS)

8"x8'-0" CONC.WALL ON20"x8" REINF.CONC. FTG.

ROUGH IN PLUMBING(SEE OPTIONALBASEMENT LAYOUT)

NOTE:ADJUST FLOOR JOISTSTO ACCOMMODATE BATHROOMPLUMBING ABOVE

6x6 P.W. POST ON24" x 24" x 48" CONC. PIER ON42" x 42" x 10" REINF. CONC. FTG.

8" x 4'-0" CONC. WALL ON20" x 8" REINF. CONC. FTG.

PRE-ENGINEERED MICROLAMBEAM DESIGNED & INSTALLEDTO MANUF. SPECS.

SPLIT BEAMHERE

STAIR WELL OPENING

CANTILEVER FLOORJOISTS


42" x 42" x 10"REINF. CONC. FTG.

LAW

N S

ER

VIC

E

CA

/ F

A

BASEMENT FOUNDATION PLAN

BEAM POCKET

FU

RN

HWT

FLOORDRAIN

WIN

DO

W W

ELL

AS

RE

Q'D

.

WIN

DO

W W

ELL

SA

S R

EQ

'D.


WINDOW WELLAS REQ'D.LAWN SERVICE

3/0

6/8

16/0 7/0 GARAGE DOOR

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

12'-0"

16'-0" 4'-0" 20'-0"

20'-0"

10'-0"10'-0"20'-0"

20'-0" 20'-0"

40'-0"

28'-0

"24

'-0"

2'-0

"

54'-0

"

6'-10"5'-2"5'-4"6'-8"15'-9"

4'-0" 2'-6" 17'-6"

3'-7

"10

'-5"

6'-0

"

5'-1

1 1/

2"

2'-0

1/2

"3'

-4"

16'-8

"

2'-0

"4'

-0"

7'-1

0"7'

-10"

12'-0"

4'-0"4'-0"12'-0"

12'-0"12'-0"16'-0"

10'-0"2'-0"8'-0"8'-0"

12'-0"16'-0"

16'-0"

12'-0"16'-0"

6'-0

"8'

-0"

14'-0

"12

'-0"

26'-0

"14

'-0"

40'-0

"

6'-0

"11

'-4"

16'-8

"6'

-0"

2'-0

"

40'-0"

4'-0

"2'

-0"

6'-0

"

4'-4

"8'

-0"

20'-0

"

4'-9

"2'

-0"

7'-3

"

11'-3" 2'-0" 6'-9"

4/0

3/0

B.W

.4/

0 3/

0 B

.W.

4/0

3/0

B.W

.

4/0 3/0 B.W. 4/0 3/0 B.W.

BUCK DOWN 12"FOR DOORWAYS



NOTE:BEAM POCKETS, PIERS,& CONC. PADS NOT SHOWN

NOT TO SCALE

ISOMETRIC VIEW OF FOUNDATION

FU

RN

HWT

FLOORDRAIN

OFFICE

FAMILY ROOM

STORAGE ROOM

BEDROOM

UP

14

R

3/0

6/8

RAILING

OPTIONAL BASEMENT DEVELOPMENT PLAN

WALK INCLOSET

TU

B c

/w S

HO

WE

R

2/6

6/8

5/0 6/8

2/6 6/8

2/6

6/8

CLOSET

3/0 6/8

6/0 6/8

IMPORTANT






NOTES





CLIENT

PLAN NO.

PROPOSAL DATE:

DATE:

DRAWN BY:

SCALE:

SHEET NO:

OF



T0M 0W0403-335-8430

1" = 4'-0"


1344-1222

3


SEPT 2000

5

RIGHT ELEVATION

12

7

12

712

7

9'-0" 4'-6"

2'-7

1/2

"

CROSS SECTION A-A

12

7

12

7

GARAGEKITCHEN DINING AREA

BUCK DOWN 12"FOR DOORWAY

PRE-ENGINEERED MICROLAMLITEL OVER THIS DOOR

FRAME THIS AREA ON SITEON TOP OF GARAGE & HOUSEROOF (SEE SECTION C-C &ROOF PLAN LAYOUT)

2X4 STUDS @ 16" o/c1/2" DRYWALL (BOTH SIDES)

3/8" O.S.B. SHEATHINGBUILDING PAPER(OPTIONAL APPROVEDHOUSE WRAP)FINISHED TO SPECS

14 EQUAL RISERS10" RUN11" TREADS

3 1/2" CONC. SLAB ON6 MIL POLY V.B. ON5" COMPACTED GRAVEL FILL

R-40 INSULATION6 mil POLY. V.B.1/2" C.D. CEILING DRYWALL

4" CONC. FLOOR c/w 6x6 #10 W.W. MESH(OPTIONAL 10M REBAR @ 24" o/c BOTH WAYS)ON 5" COMPACTED GRAVEL FILL(SLOPE TOWARDS O.H. DOORS)

APPROVEDHANGER

PRE-ENGINEERED GIRDER TRUSS(20'-0" SPAN, 7/ 12 PITCH)

2" RIGID INSULATION


NOTE:ADJUST WALL HEIGHTS IN GARAGEIF USING DIFFERENT DIMENSION JOISTS

TOP OF CONC.GARAGE WALL

1'-6"

14'-0"

40'-0"

8'-0

"10

1/4

"8'

-1 1

/8"

8"4'

-0"

8'-1

1 3/

8"

8"

8"10

1/4

"8'

-1 1

/8"

1'-6"

2'-7

1/2

"

12

7

CROSS SECTION D-D

12

7

GARAGE

FRAME THIS AREA ONSITE (SEE ROOFPLAN & SECTION C-C)

LINE OF HOUSEBEHIND

NOTE:ADJUST WALL HEIGHTS INGARAGE IF USING DIFFERENTDIMENSION JOISTS IN HOUSE

BEAM & ROOF TOBE RAISED 21"

CUT BACK TAILSOF TRUSSES HERE

8"4'

-0"

8'-1

1 3/

8"

21"

1'-6"

10'-0"5'-6"

1'-6"

15'-6"12'-6"

28'-0"

8'-0"

2'-7

1/2

"

4'-6"8'-0"

IMPORTANT






NOTES





CLIENT

PLAN NO.

PROPOSAL DATE:

DATE:

DRAWN BY:

SCALE:

SHEET NO:

OF



T0M 0W0403-335-8430

1" = 4'-0"



SEPT 2000

1344-1222

4

5

MASTER BEDROOMLIVING ROOM

DINING AREA

GARAGE

DECK

KITCHEN

ENSUITE

BATH

TUB c/w SHOWER

WALK INCLOSET

D.

CO

AT

S

W.

RG.REF.

DW.

SH

ELV

ES

SH

ELV

ES

DE

SK

CH

INA

TU

B c

/w S

HO

WE

R

BEDROOM No.2

BEDROOM No.3

CLOSET

CLO

SE

T

CO

AT

S DN

14

R

ELECTRICAL / HEATING LAYOUT

220 V

220 V

SMOKEDETEC.

W.P.

PO

T /

TR

AC

K L

IGH

TS

OUTLET FOR O.H. GARAGE DOOR OPENERW.P. SOFFIT OUTLETFOR CHRISTMAS LIGHTS

W.P.

GF

I

FAN

SMOKEDETEC.

FAN

SMOKE DETEC.

GFI

W.P.

COLD AIRRETURN (R.A.)R.A.

R.A.

R.A.

R.A.

CROSS SECTION B-B

12

7

12

7

MASTER BEDROOM LIVING ROOM KITCHEN

PRE-ENGINEERED MICROLAMBEAM DESIGNED & INSTALLEDTO MANUF. SPECIFICATIONS

3/4" T.&G. PLYWOOD (O.S.B.) SUBFLOOR3/8" UNDERLAY (LINO / TILED AREAS)FINISHED TO SPECS.

PRE-ENGINEERED WOOD IFLOOR TRUSSES TOMANUF. SPECIFICATIONS(9 1/2" DEEP SHOWN@ 16" o/c)

R-40 INSULATION6 mil POLY. V.B.1/2" C.D. CEILING DRYWALL


1'-6"1'-6"

40'-0"

12

7

12

7

CROSS SECTION C-C

FOYER LIVING ROOM

CUT BACK TRUSSESTO BE FLUSH WITHWALL IN THIS AREA

FRAME THIS AREAON SITE (SEEROOF PLAN)

RAILING

4 PLY 2x10 #2 S.P.F. FLUSH BEAMON 6x6 P.W. POST ON10"ø x 4'-0" CONC. PIER ON36" x 36" x 10" REINF. CONC. FTG.

3 PLY 2x10 #2 S.P.F. BEAMON 6x6 P.W. POST ON24" x 24" x 48" CONC. PIER ON42" x 42" x 10" REINF. CONC. FTG.

WEEPING TILE AS REQ'D.(SEE WEEPING TILE DETAIL)


APPROVEDHANGERS

2x10 DECK JOISTS

DAMP PROOFINGTO GRADE

VENTEDSOFFIT

BRICK VENEER ONIRON LEDGE

2x4 STRAPPING @ 16" o/cR-12 INSULATION6 mil POLY V.B.

2x6 STUDS @ 16" o/cR-20 INSULATION6 mil POLY V.B.1/2" DRYWALL

3/4" T.&G. PLYWOOD (O.S.B.) SUBFLOOR3/8" UNDERLAY (LINO / TILED AREAS)FINISHED TO SPECS.

PRE-ENGINEERED WOOD IFLOOR TRUSSES TOMANUF. SPECIFICATIONS(9 1/2" DEEP SHOWN@ 16" o/c)

2 PLY 2x10 #2 S.P.F. LINTELSOVER O.S. DOORS & WINDOWS3 PLY 2x10 #2 S.P.F. LINTELSOVER WINDOWS & DOORS WIDER THAN 72"FLASHING AS REQ'D.

PRE-ENGINEERED TRUSSES @ 24" o/c (OPTIONAL 16" o/c)DESIGNED TO MEET LOCAL RESIDENTIAL STANDARDSROOF SLOPES AS NOTED7/16" O.S.B. SHEATHING c/w "H" CLIPS215# ASPHALT SHINGLESEAVE PROTECTIONHIGH HEEL TRUSSES

BOX AROUND POSTTO BE 16" x 16"

CANTILEVER ROOFTRUSSES 6'-0"1'-6"

6'-0" 6'-0"

40'-0"

1'-6"

8'-0

"10

1/4

"8'

-1 1

/8"

21"

8"

9'-0"6"

16"

6'-0"

4'-6"

2'-7

1/2

"

IMPORTANT






NOTES





CLIENT

PLAN NO.

PROPOSAL DATE:

DATE:

DRAWN BY:

SCALE:

SHEET NO:

OF



T0M 0W0403-335-8430

1" = 4'-0"


1344-1222

5

5


SEPT 2000

WEEPING TILE DETAIL

4" ø MIN PERFORATEDDRAIN OR TILE

TOP & SIDES OF WEEPING TILETO BE COVERED WITH 6" MINWASHED GRAVEL

APPROVED DAMP PROOFINGOR WATER PROOFING AS REQ'DTO MEET LOCAL BUILDING CODES

SCALE: 1"=2'-0"

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