3-2x10 3-2x10

8'-512" 8'-512"
612"

2x10 DECK JOISTS @ 16" o.c.

5/4" P.T. DECK BOARDS on
*6x6 P.T. STRUCTURAL POST ON A
10"DIA. CONC. PIER BELLED TO 24"
814" CONC. FOOTING (ENSURE
FOOTING FOUNDED MIN. 48"

9'-512"
12'-514" 3'-3" BELOW TOP OF GRADE) TYP.

48"
FOUNDATION *REFER TO ENGINEER DETAIL S2
STEP POST ATTACHMENT TO
FOUNDATION WALL (TYP.)
33'-10"

2'-1114"
6'-814" 27'-13 4"

L2 3-2x10 3-2x10

10"

10"
BM4 HEADER

48"
*4-2x6 POST FOUNDATION
STEP

7'-4"
(GLUED & NAILED SEE SPEC SHT. FOR DETAILS)
9'-83 4"

117 8" PRE-ENG FLOOR JOIST @ 16" o.c.

L1

BM6 HEADER

4'-5"x2'-8"
UNFINISHED

13'-53 4"

13'-53 4"
1'-1"
BASMENT
TOENAILS AND FASTEN THE BOTTOM PLATE TO THE BASEMENT SLAB USING 3" LONG 1/4" DIA.
*PROVIDE (2) 20M TOP BARS w/ 1 1/4" CLEAR COVER FROM INSIDE FACE OF WALL, INSTALLED

(3" CONC. FLR SLAB

NECESSARY). PROVIDE MIN. 1/2" GYPSUM BOARD or 7/16" OSB SHEATHING ON ONE SIDE OF
ALONG THE SLOPE OF FINISHED GRADE BELOW THE DOOR OPENING. EXTEND BARDS MIN.

5" CRUSHED STONE

LAPPED & TIED TO THE TOP BARS. PROVIDE (3) 1/2" DIA. O.B.C. ANCHOR BOLTS @ 16" o.c.
32" PAST STAIR OPENING. PROVIDE (2) 36"x36" 20M HOOKED DOWELS AT THE CORNERS,

JUST PAST THE STAIR OPENING. WHERE THE FOUNDATION WALL STEPS DOWN AT THE

SAW CUT AS DIRECTED)

REAR END OF THE STAIR OPENING, ENSURE THE 2x4 @ 16" o.c. STUD WALL IS TIGHTLY

THE STUDS. FASTEN EACH FLOOR JOIST TO THE TOP OF THE STUD WALL w/ (2) 3 1/4"

24"
ADGAINST THE FOUNDATION WALL (PROVIDE BLOCKING/SHIMS @ 1/3RD POINTS IF

FOUNDATION
PROVIDE 2-2x6 @ 8" o.c. PROVIDE SOLID BLOCKING @ 48" o.c., MIN. 1/2" GYPSUM

*HSS 3"x3"x3/16" STEEL *ALTERNATIVELY, INSTALL BEAM AS A FULL LENGTH

COLUMN w/ MIN. 6"x6"x3/8" BRICK CHECK
W10x39 or W12x30 w/ TOP FLANGE & WEB FULLY CUT OVER
BOARD ON INTERIOR FACE, MIN. 3/8" SHEATHING or 1" RIGID INSULATION ON

STEEL TOP & BASE PLATES INTERIOR SUPPORT (BOTTOM FLANGE TO REMAIN INTACT.
on a 48"x48"x22" CONC. PAD
5'-0"

BEAM NOT PERMITTED TO BE INSTALLED AS CONTINUOUS

*TALL WALL @ STAIRS (HT=21'-5" t/o FOUNDATION WALL TO u/s TRUSS)

FOOTING

*4-2x6

13'-0"
POST
*W10x22 or W12x26 (SINGLE SPAN) *W10x39 or W12x30 (SINGLE SPAN)

BEAM
POCKET

(GLUED & NAILED SEE SPEC SHT. FOR DETAILS)

10"
16'-1" 16'-1"

117 8" PRE-ENG FLOOR JOIST @ 16" o.c.

*REFER TO S.B.M. DETAIL S4
FOR BASEMENT WINDOW
48" REINFORCEMENT OF WINDOWS
L1
GREATER THAN 47" WIDE or
7'-93 4"

FOUNDATION
STEP MORE THAN 25% OF WALL

*4-1.75"x11.875" 2.0E LVL

LENGTH AND SUPPORTING

BM6 HEADER
BM2

GREATING THAN 4'-3" BACKFILL

4'-5"x2'-8"
TYP.

2'-6"

BM1
TAPCONS @ 32" o.c.

EXTERIOR FACE.

SD/CO

ROUGH-IN 3 PIECE WINDOW

18'-214"

18'-214"
BATHROOM CONFIRM LOC'N WELL
w/ CONTRACTOR
3'-03 4"

"
-8

UP 14
6'
"x

RISERS
3'-3"
-8
2'
7'-63 4"

1 5'-112" 35 8" 5'-012"

12'-2"
9
3'-2"

BM7
55'-0"

55'-0"
POSSIBLE ELECTRICAL
35 8"

*3-2x4 POST on a FUTURE

1'-0" LANDING

PANEL LOC'N
20"x20"x8" CONC.
BATH
BM6

SH5
3'-3"

PAD FOOTING
(TILE)
1'-4"

*4-2x4 POST on a
10'-11"
24"x24"x10" CONC.
8'-2 8"5
2'-5 2" 1
PAD FOOTING
BM5
512"

2'-3"
2x6 LOAD BEARING WALL
w/ 14"x6" STRIP FOOTING
24"
1/2" EDGE DISTANCE TO ALL EDGES OF THE FOUNDATION.
*IF WALL BOTTOM PLATE OVERHANGS FOUNDATION EXCEEDING THE
ALLOWABLE 1/3RD PLATE WIDTH, PROVIDE BUILT UP 2x8 LEDGER TO PROVIDE

DIA. HILTI KWIK BOLT 3 EXPANSION ANCHORS @ 16" o.c. w/ 3 1/2" EMBEDMENT, 4
ADDITIONAL SUPPORT FOR THE BOTTOM PLATE. FASTEN TO FOUNDATION w/ 1/2"

UTILITIES / STORAGE
10"

10"
FOUNDATION
BRICK CHECK
2'-3"

REFER TO HVAC (UNFINISHED)

PLAN FOR EXACT
*4-2x6 POST on a

2'-512"
LOC'N OF
FURNACE & 28"x28"x12" CONC.
WATER HEATER PAD FOOTING
HRV
12'-5 4"

10'-714"
3

9'-3"
14'-5 4"

20'-9"

3'-2"
3

SUMP CONFIRM FLOOR DRAIN

LOCATION w/ CONTRACTOR
7'-0"

PRIOR TO INSTALLATION
10" 8'-8" 6'-3"
RECESS FOUNDATION
POSSIBLE ELECTRICAL

CONFIRM SUMP LOCATION

AS REQUIRED TO

w/ CONTRACTOR PRIOR TO PROVIDE ADEQUATE

PANEL LOC'N

HWT
INSTALLATION FROST PROTECTION
SUIT DOOR

TO FTG.

UNEXCAVATED
10"

COMP. GRAN. FILL

MIN. 98% SPMDD
WATERPROOFING (W/P) AT
2'-0"

20'-11"

20'-11"

INTERIOR FOUND. WALL

UNEX.
4" CONCRETE MAGNESIUM FLOAT
TROWELLED SLAB, SAW CUT AS DIRECTED.
5'-11"

32 MPa WITH 5%-8% AIR ENTRAINMENT,

4" SLOPE, 6" COMP. GRAN. 'A' OVER COMP.
GRAN. FILL
16'-012"
4'-8"

2'

7" POURED CONCRETE SLAB

-1
1 2

w/ 10M HOOKS @ 24" o.c. c/w 11" 5'-6" 9" 20'-0" 9"
"

10M REBAR MESH (5%-8% 1'-5"

AIR ENTRAINMENT
9"
5'-9"

RECESS FOUNDATION
AS REQUIRED TO
SUIT CONCRETE SLAB
9"

9"

9'-5" 6'-5" 1'-8" 8'-4" 1'-6" 8'-4" 1'-8"

37'-4"

FOUNDATION PLAN - A
0 sq.ft. Scale 3/16"-1'-0"
 10" DECOR. COLUMN over *6x6 P.T.
STRUCTURAL POST (TYP.)

METAL HANDRAIL w/ METAL PICKETS

METAL HANDRAIL w/ GLASS *(3)-2x12
INSERTS
ALL WINDOWS TO BE 18'-0"
DRYWALL RETURNS

*(3)-2x12

*(3)-2x12
COVERED DECK
(P.T. WOOD)
SMOOTH CEILINGS

10'-0"
33'-10"
GIRDER TRUSS - G
6'-8 4" 1
14'-6 4" 3
7'-2" 5'-5"

PRE-ENG ROOF TRUSS @ 24" o.c.

3'-1"
3'-3"

L2 8'-0"x6'-6" L2 L2
1'-214"

1'-214"

1'-214"
Hd1 HEADER Hd1 HEADER

x8
*(

3'

"

3'

"
*(

-0

-0
3)

-0

-0
4)

-2
8'

8'
-2

"x

"x
-2

3)
"x

"x
*2 JACKS

8'

8'
x8
x8

*(
-0

-0
-0

-0
3'

3'
11'-412"

"

"
*1 KING
31'-9"

1'-012" 1'-012"
GREAT ROOM
6'-83 8"
9'-105 8"

2x8 EXTERIOR

117 8" PRE-ENG FLOOR JOIST @ 16" o.c.

*( (HARDWOOD) WALL
4
FU

)-2 *(
3)
LL

x6

*REFER TO S.B.M. DETAIL S3 FOR FLUSH

1'-65 8" -2
H

x6

SPEC SHT. FOR DETAILS)

EI

(GLUED & NAILED SEE

G

11'-0"
H
T

STEEL BEAM WEB PACKOUT

*TALL WALL FRAMING:
1'-15 8"

12'-113 8"
LEFT WALL - 2-2x6 @ 12" o.c.

LINE OF FLOOR BOVE

BM4
REAR WALL - 2x8 @ 12" o.c. DINING ROOM

13'-914"
PROVIDE 2-2x6 @ 8" o.c. PROVIDE SOLID BLOCKING @ 48" o.c., MIN. 1/2" GYPSUM

*W10x60 (FLUSH)
APPROX. STUD HEIGHT (t/o SUBFLOOR TO
(HARDWOOD)
BOARD ON INTERIOR FACE, MIN. 3/8" SHEATHING or 1" RIGID INSULATION ON

1'-1" u/s TRUSS) = 18'-3"

PROVIDE BLOCKING @ 48" o.c. VERTICALLY,
MIN. 1/2" GYPSUM BOARD ON INTERIOR
*TALL WALL @ STAIRS (HT=21'-5" t/o FOUNDATION WALL TO u/s TRUSS)

FACE. MIN. 3/8" SHEATHING or 1" RIGID

DIRECT VENT GAS FIREPLACE

INSULATION on EXTERIOR FACE.

SHEATHING/RIGID INSULATION PERMITTED
TO BE INSTALLED ON THE FULL HEIGHT
LOAD BEARING WALL STUDS or INSTALLED
TO THE NON-LOADBEARING PACKOUT
22'-43 4"
5'-0"

9'-0"

STUD WALL FOR BRICK OVERHANG.

25'-612"
1'-10"
1'-11"

418"
25'-113 8"

x6
*(
4)

-2
-2
DW

4)
BM1 (FLUSH)

x6

*(
3'-6" 5'-63 8" 6'-0"
STONE VENEER ON FIREPLACE
BUMPOUT 512"
117 8" PRE-ENG FLOOR
JOIST @ 16" o.c.
10'-0"

VENT TO
EXT.
117 8" PRE-ENG FLOOR JOIST @ 16" o.c.

NON-COMB.
2x6 LOAD
7'-77 8"

BEARING
EXTERIOR FACE.

WALL
14'-103 8"
SPEC SHT. FOR DETAILS)

FRIDGE
KITCHEN
(GLUED & NAILED SEE

WINE
x6

*(
3)
-2
6'-83 8"

-2
3)
(HARDWOOD) BM6

x6
*(

12'-6 8"
7
2'-6" ZERO THRESHOLD
SHOWER ABOVE
*REFER TO S.B.M. DETAIL
9-1/2" PRE-ENG FLOOR
S1 FOR STEEL BEAM SD/CO
JOIST @ 16" o.c.
CONNECTION
x6
)-2 *2 JACKS *(
3)
* (4 42" HALF WALL *1 KING -2
17'-1012"

x6
1'-012"
DRYWALL ARCHED L1 *2 JACKS
BM6

Hd3 HEADER
4'-73 4"

4'-11" 35 8" 6'-9" OPENING (8'-0") *1 KING

"

2'-0"x5'-0"
-8
6'

PANTRY
"x

3'-3"

1
-8
2'

9 UP 16
DB1

(HARDWOOD)
L1
7'-63 4"

RISERS
*(

512"
3)
(2)-2x10

-2

BM2
6'-85 8"

x4
"
55'-0"

55'-0"
-8
6'

4'-75 8"
"x

4'-6" 2'-8"x8'-0"
POWDER
512"
-0

35 8"
3'

5'-0" 1'-812"
2'-11"

"
-0

(TILE) BENCH
"

8'
-0

DN 14 *2 JACKS
3'-3"

"x
8'

-8
"x

1'-0" RISERS CABINETRY

*1 KING

Hd2 HEADER
2'
-0

LANDING
BM2

L1
2'

MUDROOM
*(

5'-37 8"

5'-37 8"
2'-6"
4)

*(
512"

4)
-2

(TILE)

4'-0"x1'-0"
20'-1" 812"
-2
x6

(TILE)
x6
2'
-0
"x

"

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

42" HALF WALL *W10x26 (FLUSH)

512"

8'
x6

'
x8
-0

*3-2x6 w/ (2) H8 or (1) *REFER TO S.B.M.

-2

"

0"

2'-0" 2'-1" 5'-1" 9'-65 8"

3)

-1

H6 TIE DOWNS 2x6 LOAD DETAIL S3 FOR

*(

2'
"
-0

CONNECTED TO BEARING WALL FLUSH STEEL BEAM 5 8" 1

8'
"x
117 8" PRE-ENG FLOOR JOIST @ 16" o.c.

BUILT-UP POST WEB PACKOUT

-0

*(3)-2x12 or
3'

512"

2-1.75"x9.25" 2.0E LVL

2'-0"

6" 6"
512"
SPEC SHT. FOR DETAILS)

4'-87 8" 12'-3 8"

7
7'-918"
512"
(GLUED & NAILED SEE

512" *2 JACKS
4'-6"

*1 KING
STEPS TO SUIT
DEN ARCHED OPENING TO
10'-43 4"

FOYER PROVIDE 2'10"x8'0"

BM5

MATCH BARREL VAULT L1

*(
3)

INSUL. METAL DOOR

"

(HARDWOOD)
-8
-2

(HARDWOOD)
11 8" PRE-ENG FLOOR JOIST @ 16" o.c.
14'-53 4"

12'-43 4"

6'
x6

(2) 2x10

w/ SELF-CLOSER &
"x

BARRERL VAULT
-0

WEATHERSTRIPING
3'

5'-87 8"
FOR PROPER DRAINAGE
SPEC SHT. FOR DETAILS)
6'-3"

(GLUED & NAILED SEE

35 8"
2% SLOPE TO FRONT

1'-0 2"
1
BM3

13'-13 4"

9'-0"
5'-312"

2 CAR GARAGE *2 JACKS

*(

*(
3'

*(2)-2x12 or 2-1.75"x7.25"
3

3)
-0
1'-012"
)-2

-2

*1 KING
"x
x6

GAS PROOF GARAGE

8'

6
-0

AS PER CURRENT O.B.C. L1

"

8'-3"
2.0E LVL

Hd2 HEADER CAULK ALL JOINTS BETWEEN

*2 JACKS FLOOR & INTERIOR WALLS
*1 KING
7
1'-012"

6'-0"x2'-0"

Hd1 HEADER L1
2'-0"

21'-0"

*2 JACKS
*1 KING

*HSS 3"x3"x3/16" STEEL COLUMN *HSS 3"x3"x3/16" STEEL COLUMN

L1 5'-10"x6'-6" on a 6"x4"x3/8" STEEL BASE on a 6"x4"x3/8" STEEL BASE
PLATE BEARING DIRECTLY ON BMXX - *W10x60 or W12x40 + PLATE BEARING DIRECTLY ON
COVERED THE FOUNDATION WALL 8"x3/8" STEEL BRICK PLATE THE FOUNDATION WALL
3'-8"

(2) 2x10
4'-8"

LINE OF FLOOR BOVE

INTERNAL DOWNSPOUT PORCH
22"x30" ATTIC

8'-0"x8'-0" O/H DOOR 8'-0"x8'-0" O/H DOOR

WEATHER
STRIPPED

ACCESS

12'-412"

(2) 2x10
1'-0"

*WELD BRICK PLATE TO BOTTOM

R31 MIN. SPRAY URETHANE FLANGE OF BEAM USING 2 ROWS
TRUSS @ 24" o.c.
PRE-ENG ROOF
10'-5"

FOAM INSULATION IN JOIST OF 2" LONG 1/4" FILLET WELDS @

8" o.c. STAGGERED
7'-1014"

12" DECOR. COLUMN over 4x4 P.T. SPACE & AROUND AIR DUCTS
STRUCTURAL POST (TYP.) BENEATH HEATED SPACE.
1'-0" 5'-5"

FLAT ROOF CONSTRUCTION

6'-5"
SINGLE PLY MEMBRANE
1'-0"

5/8" PLYWOOD SHEATHING

CONTINUOUS WOOD STRAPPING *2 JACKS *2 JACKS
TO PROVIDE MIN 2" SLOPE *2 KINGS *2 KINGS
2x8 ROOF JOIST @ 16" o.c.
*2-2x10 *2-2x10
R4'-

T&G WOOD SOFFIT (CONTRACTOR TO CONFIRM)

7 8"
3

8'-0"x8'-0" O/H DOOR

812"

8'-0"x8'-0" O/H DOOR

8'-0"

L3
L3

5'-2" 5'-2" 2'-9" 2'-9" 1'-8" 8'-4" 1'-6" 8'-4" 1'-8"

10'-4" 5'-6" 21'-6"

5'-87 8"

37'-4" FOYER BARREL

VAULT DETAIL
SCALE: 1/8"=1'-0"

MAIN FLOOR PLAN - A

1456 sq.ft. Scale 3/16"-1'-0"
 33'-10"

6'-814" 9'-43 4" 4'-8" 4'-8" 4'-8" 3'-9"

2x8 EXTERIOR *1 JACK

WALL *4-2x8 FULL
L2 HEIGHT KINGS L1 L1 L1 L1
(2)-2x10 (2)-2x10 (2)-2x10 (2)-2x10

*3-2x10 2'-4"x5'-0" 2'-4"x5'-0" 2'-4"x5'-0" 2'-4"x5'-0"

1'-6"

2'-6"
1'-8" 5'-83 8" 8"

8"x15" DECORATIVE DRYWALL BEAM

DRYWALL ARCHED
WALL

13'-1" 7'-03 4"

FU PRIMARY
*( H
4) EI
8"x15" DECORATIVE DRYWALL BEAM
LL
5
3 8"
WIC

*(
-2 G

2)
x6 HT

-2
GIRDER TRUSS - A5 BEDROOM

6x
(HARDWOOD)
*TALL WALL FRAMING: (HARDWOOD)

12'-1012"

12'-1012"
9'-1012"

7'-214"
7'-912"
LEFT WALL - 2-2x6 @ 12" o.c.
REAR WALL - 2x8 @ 12" o.c.
APPROX. STUD HEIGHT (t/o SUBFLOOR TO

17'-318"
u/s TRUSS) = 18'-3"
PROVIDE 2-2x6 @ 8" o.c. PROVIDE SOLID BLOCKING @ 48" o.c., MIN. 1/2" GYPSUM

PROVIDE BLOCKING @ 48" o.c. VERTICALLY, 1'-6" 10'-1" 8'-103 8"

BOARD ON INTERIOR FACE, MIN. 3/8" SHEATHING or 1" RIGID INSULATION ON

MIN. 1/2" GYPSUM BOARD ON INTERIOR

FACE. MIN. 3/8" SHEATHING or 1" RIGID
INSULATION on EXTERIOR FACE.
*TALL WALL @ STAIRS (HT=21'-5" t/o FOUNDATION WALL TO u/s TRUSS)

SHEATHING/RIGID INSULATION PERMITTED PRE-ENG ROOF TRUSS @ 24" o.c.

22'-612"

TO BE INSTALLED ON THE FULL HEIGHT

LOAD BEARING WALL STUDS or INSTALLED
13'-1" 7'-03 4"
TO THE NON-LOADBEARING PACKOUT
22'-43 4"
STUD WALL FOR BRICK OVERHANG. 10" RAISED TRAY CEILING 35 8"

2'-7"
1'-6"
INTERCONNECTED
OPEN TO

35 8"
35 8"
SMOKE DETECTOR
(2
)1
BELOW WALLMOUNT FAUCET '-6

35 8"
3'-1" 4'-4" "x 6'-43 4"
6 *2 JACKS

2'-0"

2'-0"
'-8
" *1 KING
3 8"
5
3 8"
5

"
-8
6'
"x
-6

4'-0"x4'-0"
*(2)-2x10
2'
ENSUITE

6'-1"
7'-5"

7'-13 8"

3'-13 8"

7'-13 8"
(TILE)
DRYWALL ARCHED
8"x15" DECORATIVE DRYWALL BEAM OPENING

2'
FREESTANDING

-6
TUB FILLER8"
EXTERIOR FACE.

"x
8" 5'-05 8"

6'
LINEN CABINET

-8
"
-8

"

2'-0"

2'-0"
35 8" 35 8" 35 8"

6'
"x
-6
2'-6" 3'-418" 2'-1" 3'-1" 4'-4"
2'
ZERO THRESHOLD

512"
WALLMOUNT FAUCET TILE SHOWER

8'-818"
8"x15" DECORATIVE DRYWALL BEAM
BULKHEAD

3'-5"
42" HALF WALL

3'-112"
35 8"

2'-218"
*1 JACK
35 8"

512"
*5-1.5"x5.5" 2.0E CLOSET 35 8"
LSL FULL HEIGHT
46'-1112"

46'-1112"
5'-93 8"
42" HALF WALL

3"
STUDS
(2
*(

) LEDGE
4)

2'
-2

W D -0
x6

"x
4'-73 4"

6 '-8

*(2)-2x10
WEATHER "
LANDING
3'-3"

2'-4"x5'-0"
1 STRIPPED
9 22"x30" ATTIC 10'-113 8"
8'-93 4"
9'-314"

(HARDWOOD)
ACCESS
2'-10"x6'-8"

35 8"
4'-0"x6'-8"

*(2)-2x10

35 8"

42" HALF WALL

6'-95 8"

3'-414" 5'-65 8"

GIRDER TRUSS - E

4'-8 2"1
5'-10" LAUNDRY
BEDROOM 2
2'-11"

1'-0" (TILE)
3'-3"

DN 16 (CARPET)
RISERS
HALL

7'-9"
*(
3)

(HARDWOOD)
-2

6'-818"
x6

INTERCONNECTED
BEARING WALL SMOKE DETECTOR
CLOSET CLOSET 5'-1014"
*(

3'-8" SD/CO
3)

"
-2

-8
x4
2'-0"

OPT.
6'

3'-112"
"x

35 8"
-6

DESK
35 8"

2'

(2)-2x10
7'-812" 3'-0" 35 8"
35 8" 8"

2'-4"x5'-0"
22'-0 2"

'-
1

6
"
2'

"x
'-8

714"

INTERCONNECTED
-6

-0

"
6
"x

-8
2'
"x

SMOKE DETECTOR
6'

6'
-6
-8

"x
2'
"

-6
2'
1'-57 8"

-4

2'

LINEN
"x

3'-0" 3'-1" 3'-1" 3'-8"

3 8"

6 '-8
5

"

35 8"
5
3 8" 5
3 8" 5
3 8" INTERCONNECTED
2'

2'-8" *(3
GIRDER TRUSS - C2

3'-7"

-6

4'-87 8" SMOKE DETECTOR

"x

)-2
6'

BEDROOM 4 x4
-8

MAIN
"

3 8"
5
GIRDER TRUSS - C

(CARPET)
w/ TILED WALLS

35 8"

DRYWALL ARCHED
BATH
SKIRTED TUB
10'-3"

BARREL VAULT
5'-5"

(TILE) 1'-1012" *(
10'-318"
3'-014"

BEDROOM 3
2)

13'-314"
-2
x6

8" 8'-712" 5'-13 8" 7'-47 8" GIRDER TRUSS - B (CARPET)

*(

*(
3)

3)

35 8"
-2
-2

(2)-2x10
x6
x6

5'-27 8" 35 8" 14'-3" 8"

1'-012"

L1 2'-0"x6'-0"
(2)-2x10
2'-0"

4'-07 8"

1'-012"
"
-8
4'-412"

6'

CLOSET
"x
-6

L1 5'-10"x6'-0"
2'
2'-4 2"

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

1

1'-012"

1'-012"

2'-4"x5'-0" 2'-4"x5'-0" 2'-4"x5'-0" 2'-4"x5'-0"

5'-2" 5'-2" 2'-9" 2'-9" 3'-9" 4'-8" 4'-8" 4'-8" 3'-9"

10'-4" 5'-6" 21'-6"

37'-4"

GARAGE ROOF BELOW

4:12 PITCH
1'-0"
8'-0"

R2
7'-0"

'-1
0
3 4
"
4'-114"

1'-0" 5'-912" 1'-0"

SECOND FLOOR PLAN - A DRYWALL ARCHED

1124 sq.ft. Scale 3/16"-1'-0" WALL DETAIL
SCALE: 3/16"=1'-0"
 3/12

3/12

3/12
2'-512"
9'-1112"

P
HI
14'-25 8" 10'-1" 9'-63 8"
HI
P

10" RAISED TRAY CEILING

7/12

ROOF VENTS INSTALLED

NOT LESS THAN 1/300
OF INSULATED AREA AND
10/12

AS PER O.B.C. 9.19.1

RIDGE

RIDGE

10/12
HIP
HI
P

VA
LL
EY
10/12

7/12

GABLE
Y
LLE
VA

RIDGE

RIDGE
RIDGE
RIDGE

EY
RIDGE

LL

7/12
VA
VA

10/12
LLE
Y

IP
RIDGE

H
16/12

16/12

10/12
E
OP
SL

E
SLOP

4/12
FLAT ROOF CONSTRUCTION
SINGLE PLY MEMBRANE
5/8" PLYWOOD SHEATHING
CONTINUOUS WOOD STRAPPING
TO PROVIDE MIN 2" SLOPE
2x8 ROOF JOIST @ 16" o.c.
T&G WOOD SOFFIT (CONTRACTOR TO CONFIRM)

ROOF PLAN
Scale 3/16"-1'-0"
UNPROTECTED OPENING AS PER O.B.C. 9.10.15.4 UNPROTECTED OPENING AS PER O.B.C. 9.10.15.4
MINIMUM DISTANCE - 35'-0" (10.67m) MINIMUM DISTANCE - 33'-0" (10m)
TOTAL AREA OF EXPOSED BUILDING FACE - 271.6 FT² (25.2m²) TOTAL AREA OF EXPOSED BUILDING FACE - 126FT² (11.7m²)
MAX. AREA OF UNPROTECTED OPENINGS (100%) - 271.6FT² (25.2m²) MAX. AREA OF UNPROTECTED OPENINGS (100%) - 126FT² (11.7m²)
TOTAL AREA OF UNPROTECTED OPENINGS (28.4%) - 77 FT² (7.2m²) TOTAL AREA OF UNPROTECTED OPENINGS (27.9%) - 35.1 FT² (3.3m²)
12
12 12
10
16 16 ASPHALT
SHINGLES
7:12 PITCH 12
10
ASPHALT
SHINGLES
10:12 PITCH
U/S CEIL
1012" 1012" 1012" 1012"
2'-0"x6'-0"
8'-1"

2'-4"x5'-0"

2'-4"x5'-0"

2'-4"x5'-0"

2'-4"x5'-0"
5'-10"x6'-0"

[7.93m]
26'-0"
1'-0"

T/O 2ND FLR

ASPHALT
SHINGLES
U/S CEIL 4:12 PITCH
1'-0"
U/S GARAGE CEIL

R4'-3 8"
BRICK VENEER
9'-1"

3
12" SQ. COLUMN

8'-9"
7'-53 4"
5'-10"x6'-6"

STONE
VENEER

3'-0"x8'-0"
FC8313
1'-4"

T/O MAIN FLR

T/O FOUNDATION WALL
CONC. SILL
UNIFORM RISE 8'-0"x8'-0" O/H DOOR 8'-0"x8'-0" O/H DOOR
77 8" MAX RISE

4'-0' (MIN)
GRADE 14" MAX. TREAD WIDTH
914" MIN. TREAD WIDTH
7'-10"

STEPPED FOOTINGS:
- 24" MINIMUM HORIZONTAL
- 6" MAXIMUM VERTICAL IN SANDY SOIL
- 24" MAXIMUM VERTICAL INFIRM SOIL
T/O BSMT FOOTING
NOTE: PROVIDE GUARDS (CONFORMING TO NOTE: WHERE PATIO/TERRACE DOOR
DIVISION B, PART 9.8.8 OF THE 2006 ONTARIO THRESHOLD IS GREATER THAN 2'-0" ABOVE
BUILDING CODE AND SB-7 TYPE GUARDS FOR FINISHED GRADE, PROVIDE SB-7 GUARD OR UNPROTECTED OPENING AS PER O.B.C. 9.10.15.4 BUILDING HEIGHT: COMPLIANCE PACKAGE 'A1'
HOUSING AND SMALL BUILDINGS) AT PORCH PROVIDE BLOCKING TO PREVENT DOOR MINIMUM DISTANCE - 37'-0" (11.3m) (AS PER SB-12 TABLE 3.1.1.2.A O.B.C.)
WHERE DISTANCE FROM PORCH TO GRADE FROM OPENING MORE THAN 4". TOTAL AREA OF EXPOSED BUILDING FACE - 109.3 FT² (10.2m²) FRONT ELEVATION: 7.77m
IS 2'-0" OR GREATER. MAX. AREA OF UNPROTECTED OPENINGS (100%) - 109.3FT² (10.2m²) RIGHT SIDE ELEVATION:7.77m TOTAL AREA OF TOTAL AREA OF
TOTAL AREA OF UNPROTECTED OPENINGS (37.2%) - 40.7 FT² (3.8m²) LEFT SIDE ELEVATION: 7.77m ELEVATION EXPOSED BUILDING PROPOSED WINDOW
REAR ELEVATION: 7.77m FACE / DOOR OPENINGS
FRONT 507 FT² (47m²) 152.8 FT² (14.2m²)
TOTAL AVERAGE BUILDING HEIGHT: 7.77m
FRONT ELEVATION
RIGHT 754.3 FT² (70m²) 40.3 FT² (3.7m²)
REAR 608.5 FT² (56.5m²) 140.3 FT² (13m²)
LEFT 507 FT² (47m²) 39.6 FT² (3.7m²)
Scale 3/16"-1'-0" TOTAL 2376.8 FT² (220.8m²) 373 FT² (34.6m²)
TOTAL % OF WINDOW/DOOR OPENING: 15.7%
 ROOF VENTS INSTALLED NOT LESS
THAN 1/300 OF INSULATED AREA
AND AS PER O.B.C.9.19.1
12
10
12
ASPHALT
SHINGLES 7
10:12 PITCH
U/S CEIL
1012" 1012"
VINYL

4'-0"x4'-0"
SIDING
8'-1"

2'-4"x5'-0"

2'-4"x5'-0"
[7.93m]
26'-0"

1'-8"
12
T/O 2ND FLR 4 12
3
U/S CEIL
4'-0"x1'-0"
U/S GARAGE
CEIL

DOWNSPOUT
1012"

2'-0"x5'-0"

8'-7"
BRICK
9'-1"

VENEER

3'-0"x6'-8" ENTRY DOOR

7'-3"
6'-0"x2'-0"
8'-9"

METAL HANDRAIL w/ GLASS

INSERTS
CONC. SILL
T/O MAIN FLR
T/O FOUNDATION WALL

4'-5"x2'-8"

4'-5"x2'-8"
GRADE

2'-0"

2'-0"
7'-10"

GALV. METAL 2'-0"

WINDOW WELL (AS
REQUIRED) DRAIN
TO WEEPING TILE

CLEAR COVER
4'-0" MIN.
T/O BSMT FOOTING

1'-4"
9'-0"
UNPROTECTED OPENING AS PER O.B.C. 9.10.15.4
RIGHT ELEVATION MINIMUM DISTANCE - 6'-6" (2.0m)
TOTAL AREA OF EXPOSED BUILDING FACE - 754.3 FT² (70m²)
MAX. AREA OF UNPROTECTED OPENINGS (9%) - 67.9 FT² (6.3m²)
TOTAL AREA OF UNPROTECTED OPENINGS (5.9%) - 44.9 FT² (4.2m²)
Scale 3/16"-1'-0"
 12
10
12
10
12
16
ASPHALT ASPHALT
SHINGLES SHINGLES
7:12 PITCH 7:12 PITCH
U/S CEIL
1012" L321"x321"x41" L321"x321"x41" L321"x321"x41" L321"x321"x41" L4"x321"x41"
BRICK
8'-1"

VENEER
2'-4"x5'-0"

2'-4"x5'-0"

2'-4"x5'-0"

2'-4"x5'-0"
6'-8"

8'-0"x6'-6"
[7.77m]
25'-6"

12 12
T/O 2ND FLR 3 3

8'-0"x2'-8"
3"

16'-10"
U/S CEIL
L4"x321"x41" L4"x321"x41"

6'-0"x8'-0" TERRACE DOOR

6'-0"x8'-0" TERRACE DOOR

1012"
8'-7"

BRICK
9'-1"

VENEER

8'-0"x6'-6"
METAL HANDRAIL w/ GLASS
INSERTS
T/O MAIN FLR
CONC. SILL
T/O FOUNDATION WALL L4"x321"x41"
GRADE

8'-0"x4'-0"
4'-0"
7'-10"

METAL HANDRAIL w/
METAL SPINDLES
T/O BSMT FOOTING

CLEAR COVER
4'-0" MIN.
4'-0"

1'-4"
REAR ELEVATION UNPROTECTED OPENING AS PER O.B.C. 9.10.15.4
MINIMUM DISTANCE - 27'-0" (8.2m)
TOTAL AREA OF EXPOSED BUILDING FACE - 608.5 FT² (56.53m²)
MAX. AREA OF UNPROTECTED OPENINGS (56%) - 340.8FT² (31.7m²)
Scale 3/16"-1'-0" TOTAL AREA OF UNPROTECTED OPENINGS (23%) - 140.3 FT² (13m²)
 12
10
12
7
ASPHALT
SHINGLES
10:12 PITCH
12
7
ASPHALT
SHINGLES
16:12 PITCH
U/S CEIL
1012"
FLAT ROOF CONSTRUCTION

4'-0"x6'-8"
VINYL SINGLE PLY MEMBRANE
SIDING 5/8" PLYWOOD SHEATHING
8'-1"

CONTINUOUS WOOD STRAPPING

7'-0"
TO PROVIDE MIN 2" SLOPE
2x6 ROOF JOIST @ 16" o.c.
T&G WOOD SOFFIT (CONTRACTOR TO CONFIRM)
[7.77m]
25'-6"

T/O 2ND FLR

12
4
U/S CEIL

5'-418"

1'-0"
E.I.F.S. FRIEZE
BOARD
APPROX. LANDING
LOCATION

"
'-218
BRICK
12" SQ.

R2
9'-1"

VENEER
COLUMN

7'-53 4"
3'-0"x6'-8" TERRACE DOOR
T/O MAIN FLR

8'-8"
T/O FOUNDATION WALL
GRADE

2'-0"
DOWNSPOUT
INTERGRATED
INTO COLUMN

2'-0"
2'-0"
7'-10"

APPROX. LANDING
LOCATION
T/O BSMT FOOTING

CLEAR COVER
4'-0" MIN.

1'-4"
13'-0"

1'-4"
18'-0"
UNPROTECTED OPENING AS PER O.B.C. 9.10.15.4
MINIMUM DISTANCE - 6'-6" (2.0m)
LEFT ELEVATION TOTAL AREA OF EXPOSED BUILDING FACE - 507 FT² (47m²)
MAX. AREA OF UNPROTECTED OPENINGS (10%) - 50.7 FT² (4.7m²)
TOTAL AREA OF UNPROTECTED OPENINGS (7.8%) - 39.6 FT² (3.7m²)
Scale 3/16"-1'-0"
 12
10
12
16
NOTE:
FRAMING SHOWN FOR REFERENCE
PURPOSES ONLY. CONTRACTOR TO
COODINATE w/ SHOP DRAWINGS &
FLOOR PLANS.
U/S CEIL
1012"
TYPICAL EXTERIOR WALL
2x4 METAL STUDS FOR SIDING AS SPECIFIED (9.27 OF O.B.C.)
INTERIOR NON-LOADING AIR BARRIER
BEARING WALLS ONLY R-10 RIGID INSULATION
2X6 WD. STUDS @16" O.C.
R-22 FIBERGLAS BATT INSULATION
8'-1"

ENSUITE 6 MIL. POLY VAPOUR BARRIER

1/2" DRYWALL.
3/4" OSB SUBFLOOR
(GLUED AND SCREWED)
117 8" PRE-ENG. FLOOR
JOIST @ 16" o/c (CONTINUOUS)
T/O 2ND FLR
42' HALF WALL

U/S CEIL
TYPICAL EXTERIOR WALL
4" BRICK (BARRIERS 9.20.9.5 OF O.B.C.)
(MASONRY FLASHING 9.20.13 OF O.B.C.)
1" AIR SPACE MINIMUM
AIR BARRIER
11" TREADS R-10 RIGID INSULATION
16 EQUAL RISERS GREAT KITCHEN w/ JOINTS LAPPED, TAPED OR CAULKED
9'-1"

TO BE AIR BARRIER
ROOM / DINING 2X6 WD. STUDS @ 16" O.C.
R-22 FIBERGLAS BATT INSULATION
6 MIL. POLY VAPOUR BARRIER
3/4" OSB SUBFLOOR 1/2" DRYWALL.
(GLUED AND SCREWED)
117 8" PRE-ENG. FLOOR
JOIST @ 16" o/c
(CONTINUOUS)
T/O MAIN FLR
T/O FOUNDATION WALL
GRADE
TYPICAL BASEMENT WALL
R10 CONTINUOUS INSULATION
11" TREADS
2x6 WOOD STUD w/ R22 BATT INSULATION
14 EQUAL RISERS
10" CONCRETE FOUNDATION (20MPa)
UNFINISHED DAMPPROOFING
7'-10"

10" POLY DRAINAGE LAYER

TYP 1" BASEMENT
TYPICAL SLAB ON GROUND
3" CONCRETE SLAB (25 MPa)
6 MIL. POLY VAPOUR BARRIER
R10 SUBLSLAB INSULATION
5" COMPACTED GRANULAR FILL
T/O BSMT FOOTING
BUILDING CROSS SECTION '1'
Scale 3/16"-1'-0"
 NOTE:
ROOF TRUSSES SHALL BE DESIGNED
AND INSTALLED TO MINIMIZE THE
EFFECT OF TRUSS UPLIFT CONDITIONS
ANY INCREASE IN INSULATION ABOVE
R-40 ARE AS SPEC. 1
9

FOR ROOF PITCH SEE SEAL OR LAP

ELEVATION DWG. @ TOP PLATE

ASPHALT SHINGLES AS SPECIFIED

7/16" OSB ROOF SHEATHING C/W H CLIPS ON
APPROVED DESIGN TRUSSES @24" O.C.
R60 MIN. INSULATION
6 MIL. POLY VAPOUR BARRIER
5/8" DRYWALL
ELECT. BOXES TO BE ROOF TO BE VENTILATED TO 1/300 THE
SEALED ON ALL SIDES OF ROOF AREA (50% BY SOFFIT VENTS)
PROVIDE 6'-0" MIN. EAVES PROTECTION
(TYPE "S" OR "M" TO O.B.C. SEC. 9.27.5.2)
TO ACHIEVE PROTECTION 12" BEYOND
INSIDE FACE OF WALL ROOF FLASHING
REFER TO SEC. 9.26.4 OF O.B.C.

2X6 FASCIA BOARD W/ PREFINISHED

STUD CLAW (TYPICAL) 12" min. ALUM. OR VINYL SOFFITS C/W CONT. VENTS
ON 2X4 WD. BLOCKING

AIR-VAPOUR BARRIER
TO BE CONTINUOUS
ABOVE INTERIOR
PARTITIONS
SIDING AS SPECIFIED (9.27 OF O.B.C.)
AIR BARRIER
8'-1"

R-10 RIGID INSULATION

2X6 WD. STUDS @16" O.C.
2x4 METAL STUDS FOR R-22 FIBERGLAS BATT INSULATION
NON LOADBEARING 6 MIL. POLY VAPOUR BARRIER
INTERIOR PARTITIONS 1/2" DRYWALL.
ONLY.

CONTINUOUS AIR BARRIER

3/4" O.S.B. FLOOR 4" BRICK (BARRIERS 9.20.9.5 OF O.B.C.)

SHEATHING ON 11 7/8" (MASONRY FLASHING 9.20.13 OF O.B.C.)
TJI FLOOR JOISTS 1" AIR SPACE MINIMUM
AIR BARRIER
R28 R-10 RIGID INSULATION
w/ JOINTS LAPPED, TAPED OR CAULKED
TO BE AIR BARRIER
6 MIL POLY AIR 2X6 WD. STUDS @ 16" O.C.
BARRIER R-22 FIBERGLAS BATT INSULATION
CAULK ALL JOINTS TO 6 MIL. POLY VAPOUR BARRIER
INTERIOR AIR BARRIER 1/2" DRYWALL.

2x4 METAL STUDS FOR

NON LOADBEARING
INTERIOR PARTITIONS
ONLY. INTERIOR AIR BARRIER
9'-1"

NOTE: 9 FT. CEILING

MAIN FLOOR FLASHING
1-1/2"

3 1/2"
5 1/2"

3/4" O.S.B. FLOOR

SHEATHING ON 11 7/8"
TJI FLOOR JOISTS STEPPED
FOUNDATION DETAIL
R28
FLASHING AND WEEP
HOLES @31" O.C.
6" MIN.

1/2" DIA. ANCHOR

BOLTS @ 7'-10" O.C.
MAX.
2-10M
REBAR

9" POURED CONCRETE FOUNDATION WALL c/w

7'-8" WALL HT.

'SYSTEM PLATON' DRAINAGE LAYER

NOTE: 6'-5" MINIMUM 6 MIL V.B. w/ R10 CONTINUOUS INSULATION w/
7'-612"

HEADROOM BELOW ALL 2x6 WOOD STUD WALL @ 16" o.c. w/ R22 BATT
BEAM & DUCTWORK INSULATION FULL HEIGHT

R10 AT SLAB EDGE

CONNECTING UNDERSLAB TO
3" CONC. FLOOR MIN. 25 Mpa FOUNDATION WALL
(TROWELLED FINISHED) on R10
SUBSLAB INSULATION 4" DIA. WEEPING TILE
on 5" GRANULAR W/ 6" STONE COVER
BASE(COMPACTED)

NOTE:CONC. FOOTING TO 18" X 6" POURED CONC.

REST ONUNDISTURBED SOIL FOOTINGS (KEYED) ON
CAPABLE OF SUSTAINING A UNDISTURBED SOIL
LOAD OF 2500# PSF

TYPICAL WALL SECTION

Scale 1/4"-1'-0"
1'-6"

MIN. 24" LONG

GRAB BAR 114"Ø
114" CLEARANCE

MIN. 36" LONG

6" ABOVE LID

GRAB BAR 114"Ø

MIN. 30" LONG 114" CLEARANCE
GRAB BAR 114"Ø 12"-18"
114" CLEARANCE
TOP OF TUB
3"-4" ABOVE

MIN. 36"V x 36"H

36"

GRAB BAR 114"Ø

30°-50° 114" CLEARANCE
34" A.F.F.

2"
30"-36"

32" 14"
MEMOIRS
K-722
BATH

TOILET GRAB BAR TUB GRAB BAR SHOWER (S48 SHOWN)

BLOCKING LOCATIONS BLOCKING LOCATIONS GRAB BAR BLOCKING LOCATIONS
(BARS NOT INCLUDED UNLESS SPECIFIED) (BARS NOT INCLUDED UNLESS SPECIFIED) (BARS NOT INCLUDED UNLESS SPECIFIED)

SUGESSTED GRAB BAR BLOCKING LOC'NS

(CONDITIONS MAY VARY WITH LAYOUT)
 GYPSUM BOARD
APPROVED ADHESIVE TAPE FASTED 6mil. POLY
TO WINDOW & INSULATION
SEAL WITH CAULKING AT PENETRATONS IN
OPENINGS THROUGH AIR BARRIER
CAULK ALL SIDES OF 6mil EXPANDING FOAM
SEAL 6mil POLY IF POLY TO FRAMING INSULATION
LAPPED
6mil. POLY
GYPSUM BOARD
FOAM OVERSIZED HOLES
CAULK ALL SIDES
OF 6mil POLY TO TYPICAL EXTERIOR SIDING WALL
EXPANDING FOAM
FRAMING INSULATION
WINDOW FRAME

TYPICAL SECOND STOREY WINDOW HEADER TYPICAL SECOND STOREY WINDOW SILL TYPICAL EXTERIOR WALL PENETRATION

APPROVED AIR
BARRIER WRAP
GYPSUM BOARD CAULK AND SECURE THE 6mil POLY
VAPOUR BARRIER AT BASE, SIDES
POLYETHELENE SURROUND SEAL PENETRATIONS 6mil. POLY AND CORNERS OF WALL
RECOMMEND STRAPPING TO
ELECTRICAL WIRE CAULK ALL SIDES OF 6mil SCURE POLY WHEN
POLY TO FRAMING EXPANDING FOAM DRYWLAL NOT INSTALLED
WINDOW OR INSULATION
INSULATED TYPICAL POTLIGHT FOR DOOR FRAME
INSULATED CEILING 6mil POLY VAPOUR
ATTIC SPACE
BARRIER
AIR/VAPOUR BARRIER SEALED TO
SURROUNDING FLANGE/SUPPORT
SEAL 6mil POLY VAPOUR BARRIER TO
(TYVEK) HOUSE WRAP AIR BARRIER
GYPSUM BOARD CEILING

TYPICAL CEILING LIGHT PENETRATION TYPICAL WINDOW OR DOOR FRAME SEAL AIR BARRIER MATERIALS AT BOTTOM PLATE
BEHIND TUB/SHOWER

SEAL 6mil POLY VAPOUR BARRIER TO

(TYVEK) HOUSE WRAP AIR BARRIER
FACE BRICK
WINDOW OR
6mil POLY VAPOUR APPROVED (TYVEK) DOOR FRAME
EXPANDING FOAM
BARRIER HOUSE WRAP INSULATION
CAULK ALL SIDES OF 6mil
POLY TO FRAMING
ELEC. PANEL BOX
6mil. POLY PLYWOOD
GYPSUM BOARD
CONTINUOUS VAPOUR BARRIER TO EXTEND BEYOND
ELECTRICAL PANEL PLYWOOD BACKER
TYPICAL EXTERIOR BRICK VENEER WALL LAP AND SEAL VAPOUR BARRIER TO
AIR BARRIER WRAP

TYPICAL FLOOR TRANSITION BELT TYPICAL WINDOW OR DOOR FRAME ELECTRICAL PANELS

SEAL 6mil POLY VAPOUR BARRIER TO (TYVEK)

HOUSE WRAP AIR BARRIER 6mil. POLY
SEAL WITH CAULKING AT PENETRATONS IN NOTE:
SEAL SUMP PUMP LIDS AND EXTEND FRAME TO CREAT
OPENINGS THROUGH AIR BARRIER SEAL WITH CAULKING
6mil POLY VAPOUR PLUMBING CLEAN OUT LIDS BAFFLE
FOAM OR CAULK AT FLOOR/WALL JOINT
BARRIER OVERSIZED HOLES
APPROVED HOUSE SEAL AROUND ALL FLOOR MIN. R20 REQUIRED
WRAP PENETRATIONS
WEATHER STRIPPING
FOAM AROUND 6mil. POLY
MANUFACTURED UNIT
SEAL POLY TO PERIMTER
FRAMED BOX

BELT WALL PENETRATIONS BASEMENT FLOOR MAUNFACTURED ATTIC ACCESS LID

SEAL 6mil POLY VAPOUR BARRIER TO

(TYVEK) HOUSE WRAP AIR BARRIER
MIN. R-31 TYPICAL WINDOW FRAME
REQUIRED EXPANDING FOAM
6mil POLY VAPOUR APPROVED (TYVEK) INSULATION
BARRIER HOUSE WRAP CAULK ALL SIDES OF 6mil
POLY TO FRAMING
TYPICAL EXTERIOR BRICK VENEER WALL

SEAL 6mil POLY VAPOUR BARRIER TO

SEAL 6mil POLY VAPOUR BARRIER TO (TYVEK) (TYVEK) HOUSE WRAP AIR BARRIER
HOUSE WRAP AIR BARRIER
6mil POLY VAPOUR
BARRIER APPROVED HOUSE
WRAP SEAL (TYVEK) HOUSE WRAP AIR BARRIER
INTO EXPANDING FOAM INSULATION
TYPICAL FLOOR CANTILEVER FOR FIREPLACE, BAY ETC.
TYPICAL UNINSULATED
SEAL 6mil POLY INTO ROOF OVER GARAGE
EXPANDING FOAM INSULATION
SUPPLEMENTARY AIR BARRIER DETAILS
1. DOOR AND WINDOW FRAMES ARE TO BE FOAMED AND SEALED TO THE INTERIOR OR EXTERIOR
AIR BARRIER. (DIV. B-PT. 9, 9.25.3.3.(10), (11) & (12)

2. IF THE AIR BARRIER IS LOCATED ON EXTERIOR, SEAL GAPS BETWEEN RIGID INSULATION AND
DOOR OR WINDOW FRAMES. RIGID INSULATION IS TO BE CAULKED TO THE TOP AND BOTTOM
PLATES. TYPICAL EXTERIOR WALL TO FOUNDATION TYPICAL EXTERIOR ABOVE GARAGE
NOTE: PETROLEUM BASED TAR PRODUCTS ARE NOT TO COME IN CONTACT WITH RIGID FOAM
SEATHING.

3. BETLS AT FOUNDATION AND BRICK CANILEVERS ARE TO BE WRAPPED WITH FLEXIBLE AIR
BARRIER MATERAIL AND SEALED TO THE INTERIOR VAPOUR BARRIER, AND FOUNDATION WALL.
DIV. B-PT. 9 9.25.3.3.(6) & (8)

4. WALLS ABUTTING ATTIC SPACE AND AN INTERIOR SPACE ARE TO BE BLOCKED SO THE AIR
BARRIER CAN BE SEALED ALONG THE BLOCKING WITH AN APPROVED SEALANT. DIV. B-PT. 9,
9.25.3.3.(9)

5. ALL PENETRATIONS THROUGH THE WALL OR CEILING AIR BARRIER ARE TO BE TAPED OR
CAULKED. ALL BUTT JOINTS IN PANEL TYPE AIR BARRIERS ARE TO BE TAPED. DIV. B-PT 9,
9.25.3.3(9) HEATED SPACE

6. SEAL AROUND ALL ATTIC HATCHES

BLOCKING
7. ALL LAPS IN AIR BARRIER LOCATED BEHIND TUBS, SHOWERS AND FIREPLACES TO BE SEALED
AND CLAMPED. DIV. B-PT. 9, 9.25.3.3(3)
6mil. POLY
8. ALL PENETRATIONS THROUGH BELTS (PLUMBING, HVAC, ETC.) TO BE SEALED WITH SPRAY SEAL 6 MIL POLY VAPOUR/AIR MIN. R31 EXPANDING SPRAY
FOAM OR CAULKED. DIV. B-PT. 9, 9.25.3.3(9) BARRIER TO TOP PLATE FOAM INSULATION
9. ALL SUMP PITS TO HAVE A SEALED COVER. DIV B-PT. 9, 9.25.3.3(16)

10. CLEANOUT COVERS TO BE SEALED, (WEATHER STRIPPED). DIV. B-PT. 9, 9.25.3.1(2) HEATED SPACE UNHEATED SPACE

11. AIR BARRIER TO BE CONTINUOUS THROUGHOUT ENTIRE BASEMENT. DIV. B-PT. 9, 9.25.3.1(2)
SEAL AIR BARRIER AT
BLOCKING OR TAPE TO
12. CAULKING IS REQUIRED AT PERIMETER OF FOUNDATION WALL/FLOOR JOINT AND ALL PIPE AND UNDERSIDE OF LOWER BLOCKING
POST PENETRATIONS. DIV. B-PT. 9, 9.25.3.3(15) CEILING
13. MAINTAIN AIR BARRIER BETWEEN COLD ROOM AND BASEMENT. DIV. B-PT. 9, 9.25.3.1(1)
TYPICAL INTERIOR GARAGE WALL TYPICAL OFFSET CEIILNGS
14. AIR BARRIER IS A SEPARATE INSPECTION WHICH MUST BE CALLED PRIOR TO ANY EXTERIOR
FINISH (BRICK, SIDING) BEING INSTALLED. BUILDER IS RESPONSIBLE TO ENSURE AIR BARRIER
DETAILS ARE IN PLACE WHEN INSPECTION CALLED. DIV. C-PT. 1, 1.3.5.1(e.1)
GENERAL NOTES BASEMENT SLAB GABLE END WALL CONSTRUCTION DOOR SCHEDULE
All construction to comply with requirements of the Ontario Building Code.
· FRAME CONSTRUCTION

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FOOTINGS (SUPPORTING EXTERIOR WALL) ·

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FOUNDATION WALL

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GARAGE WALL CONSTRUCTION WINDOWS
CHIMNEY
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BRICK OR STONE VENEER 2" x 6" CONST. ·
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· LINTEL SCHEDULE FOR MASONARY VENEERS
as per 9.20.5.2B 2012 OBC min. 6" bearing

BRICK STONE
FRAME WALL 2" X 6" CONSTRUCTION
89mm X 89mm X 6.4mm 2.47m 2.30m
102mm X 89mm X 6.4mm 2.66m 2.48m
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PORCH SLAB CONSTRUCTION 127mm X 89mm X 7.9mm 3.31m 3.08m
· 127mm X 89mm X 11mm 3.48m 3.24m
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· 127mm X 89mm X 13mm 3.59m 3.33m
· 152mm X 89mm X 11mm 3.82m 3.54m
· GARAGE SLAB 152mm X 89mm X 13mm 4.07m 3.77m
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· 152mm X 102mm X 13mm 4.12m 3.82m
178mm X 102mm X 11mm 4.30m 3.99m
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· 178mm X 102mm X 13mm 4.59m 4.25m
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FRAME CONSTRUCTION

INTERIOR BEARING PARTITIONS

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NON LOADBEARING INTERIOR PARTITIONS

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BEARING PARTITIONS
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· STAIRS / EXTERIOR STAIRS
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ROOF CONSTRUCTION
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SOIL GAS CONTROL

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CATHEDRAL CEILING / LOW SLOPE

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· WOOD FRAME WALL

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WEEPING TILE
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