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1212 (TYP.)
6"5'
-6"
11'-3
"
BTM OF FTG
TOP OF FTG
TOP OF FDN
TOP OFDBL PLT
10"
8'-0
"6"
8'-1
.5"
(8'-0
" CO
NC
.PO
UR
)
9'-0
"
BTM OF FTG
TOP OF FTG
FIN. MAIN FLR
FIN. 2ND FLR
TOP OFDBL PLT
612
812
32'-4
"(3
5'-0
" MAX
.)
HIGH POINT OF ROOF
12" O.H.(TYP.)
TOP OFDBL PLT
TOP OF SILL
4'-3
"
26"
ARMOUR STONE(SITE VERIFY)
AVGGRADE
LINE OF CATHEDRAL CEILING
DECORATIVE SHUTTERS(OWNER TO VERIFY STYLE)
PROV'D ICE AND WATER SHIELD AT ALLFLAT ROOF, DORMER, ROOF CRICKET,VALLEY AND HIP ROOF CONNECTIONS
WINDOW MUNTIN BARS MAY VARY(WINDOW MANUFACTURER TO VERIFY)
FOUNDATION ASSEMBLY (TYP.)
ASPHALTSHINGLES
(TYP.)
EXPOSED CONC. TOBE PARGED (TYP.)
INSULATED METALGARAGE DOOR (TYP.)
CONC SILL(TYP)
- CAST IN PLACE STEP (IF REQ'D)VERIFY DIMS ON SITE
- 10" GRANULAR BASE UNDISTURBEDSOIL ANCHORED TO CONC. WALL
- STEPPED FOOTINGS NOT TOEXCEED 1:2 RISE TO RUN RATIO
AND TO BE ON BEARING SOIL(TYP.) (AS PER O.B.C. 9.15.3.9)
SOLDIER COURSESTONE /W
KEYSTONE (TYP)
DECORATIVE FRIEZE (OWNER TOVERIFY MOLDING PROFILE) (TYP.)
STONE FINISH(OWNER TO
VERIFY STYLE)(TYP.)
VERTICAL SIDING (OWNERTO VERIFY STYLE) (TYP.)
8"x8" STRUCTURAL TIMBERPOST TO BE ANCHORED TO18"x18"x42" STONEPEDESTAL (TYP.)
10"
DECORATIVE GABLEBRACKET (TYP.)
4'-0
"(M
IN.)
PERSPECTIVE DRAWINGS ARE FOR
3D & ROOF VISUALIZATION ONLY.
SEE ELEVATIONS FOR ACCURATE
REPRESENTATION OF TRIM &
ARCHITECTURAL DETAILS
A1
J.B.APR. 2015
SHEET:
DRN BY:
JOB:
DATE:
SCALE:TITLE:CORRIVEAU
CADD
4065 STANLEY AVENIAGARA FALLS, ONTARIO
TEL: (905) 358-5535
FRONT ELEVATION
PROPOSED TWO STOREY
NIAGARA PINES
DEVELOPMENTS
CH. BY: M.CTEL: (905) 933-3555
FRONT ELEVATION3D PERSPECTIVE
NOTE:
OWNER/CONTRACTOR TO VERIFY ALL
DIMENSIONS AND SPECS PRIOR TO
AND DURING CONSTRUCTION
LOCATION:PART 2 (68) FOUR MILE CREEK RD 2015-36ST. DAVIDS, ONTARIO
3/16" = 1'-0"
1212 (TYP.)
12" O.H.(TYP.)
4'-0
" (M
IN.)
TOP OF FDN
PROV'D MASONRY CHASE IN FOUNDATION (SITE VERIFY)
812
8" TRIM BOARD
- GRADE VARIES (REFERTO GRADING PLAN)- PROV'D STEPPEDFOUNDATION WALL /WMASONRY CHASE WHEREREQUIRED (SITE VERIFYSTEPS)
J.B.APR. 2015
SHEET:
DRN BY:
JOB:
DATE:
SCALE:TITLE:CORRIVEAU
CADD
4065 STANLEY AVENIAGARA FALLS, ONTARIO
TEL: (905) 358-5535
3/16" = 1'-0"
A2PROPOSED TWO STOREY
NIAGARA PINES
DEVELOPMENTS
REAR ELEVATION
CH. BY: M.CTEL: (905) 933-3555
NOTE:
OWNER/CONTRACTOR TO VERIFY ALL
DIMENSIONS AND SPECS PRIOR TO
AND DURING CONSTRUCTION
LOCATION:PART 2 (68) FOUR MILE CREEK RD 2015-36ST. DAVIDS, ONTARIO
REAR ELEVATION3D PERSPECTIVE
7 (T
YP.)
12
12" O
.H.
(TYP
.)
2'-0
" STO
NE
RET
UR
N
TOP
OF
FOU
ND
ATIO
N
PR
OV
'D M
AS
ON
RY
CH
AS
E I
NF
OU
ND
AT
ION
(S
ITE
VE
RIF
Y)
4'-0(MIN.)
8" T
RIM
BO
ARD
WAL
L AR
EA99
9.3
SQ. F
TLI
MIT
ING
DIS
TAN
CE
5 FT
ALLO
WAB
LE O
PEN
ING
S69
.9 S
Q. F
T (7
%)
PRO
VID
ED O
PEN
ING
S 38
.8 S
Q. F
T (3
.8%
)
- GR
ADE
VAR
IES
(REF
ER T
O G
RAD
ING
PLA
N)
- PR
OV'
D S
TEPP
ED F
OU
ND
ATIO
N W
ALL
/WM
ASO
NR
Y C
HAS
E W
HER
E R
EQU
IRED
(SIT
EVE
RIF
Y ST
EPS)
J.B.APR. 2015
SHEET:
DRN BY:
JOB:
DATE:
SCALE:TITLE:
4065 STANLEY AVENIAGARA FALLS, ONTARIO
TEL: (905) 358-5535PROPOSED TWO STOREY
NIAGARA PINES
DEVELOPMENTS
CH. BY: M.C.
RIGHT ELEVATION
A3TEL: (905) 933-3555
3/16" = 1'-0"CORRIVEAU
CADD
LOCATION:PART 2 (68) FOUR MILE CREEK RD
NO
TE
:O
WN
ER
/CO
NTR
AC
TO
R T
O V
ER
IFY
ALL
DIM
EN
SIO
NS
AN
D S
PE
CS
PR
IOR
TO
AN
D D
UR
ING
CO
NS
TR
UC
TIO
N
2015-36ST. DAVIDS, ONTARIO
127
(TYP
.)
124
12" O
.H.
(TYP
.)
2'-0
" STO
NE
RET
UR
N
TOP
OF
FOU
ND
ATIO
N
TOP
OF
FOU
ND
ATIO
N
GR
ADE
VAR
IES
(REF
ER T
O G
RAD
ING
PLA
N)
PR
OV
'D M
AS
ON
RY
CH
AS
EIN
FO
UN
DA
TIO
N(S
ITE
VE
RIF
Y)
WAL
L AR
EA96
9.5
SQ. F
TLI
MIT
ING
DIS
TAN
CE
5 FT
ALLO
WAB
LE O
PEN
ING
S67
.8 S
Q. F
T (7
%)
PRO
VID
ED O
PEN
ING
S 22
.8 S
Q. F
T (2
.3%
)
8" T
RIM
BO
ARD
4'-0"(MIN.)
AR
MO
UR
STO
NE
RE
TA
ININ
G W
ALL
(SIT
E V
ER
IFY
)
4'-0"(MIN.)
J.B.APR. 2015
SHEET:
DRN BY:
JOB:
DATE:
SCALE:TITLE:
4065 STANLEY AVENIAGARA FALLS, ONTARIO
TEL: (905) 358-5535
LEFT ELEVATION
A4PROPOSED TWO STOREY
NIAGARA PINES
DEVELOPMENTS
CH. BY: M.C.TEL: (905) 933-3555
3/16" = 1'-0"CORRIVEAU
CADD
LOCATION:PART 2 (68) FOUR MILE CREEK RD
NO
TE
:O
WN
ER
/CO
NTR
AC
TO
R T
O V
ER
IFY
ALL
DIM
EN
SIO
NS
AN
D S
PE
CS
PR
IOR
TO
AN
D D
UR
ING
CO
NS
TR
UC
TIO
N
2015-36ST. DAVIDS, ONTARIO
21068
3112
0
5068
2868
2468
2868
3112
0
WH
LINTEL SCHEDULE
L1 2-2x8L2 2-2x10L3 2-2x12L4 L.V.L. HDRNOTES:- PROV'D 2 STUD BEARING AT EACHEND OF LINTEL AS PER OBC 9.23.12.3
6'-0" 5'-9" 1'-0"
3'-6
"4"2'-10"
2'-5"
6'-0
"10
'-1"
8"3'
-4"
8"
8'-4"
10'-6
"3"
7" 13'-4"
4'-6"
1'-8"4"13'-11"1'-0"
8'-1
0 1/
2" 8"4"
12'-8
"7'
-0"
8"16
'-3"
1'-0
"
7'-4
1/2
"19
'-8 1
/2"
16'-0"16'-0"
38'-7
"12
'-0"
7'-4
1/2
"31
'-2 1
/2"
2'-7"5'-0"2'-7"5'-10"1'-10"12'-4"1'-10"
1'-8"
13'-11" 4" 11'-9"
8"4"
12'-9
"4"
5'-0
"6"
7'-3
"4"
8"20
'-1"
8"
1'-0"7'-8"2'-5"4"
8"19'-3"8"
4"12
'-9"
4'-0" 28'-0"
27'-1
"21
'-6"
2'-0
"
50'-7
"
32'-0"
32'-0"
50'-7
"
2'-5
1/2
"
8" 21'-8" 8" 8'-4" 8"
8" 14'-8" 8"6'-4"
8"
4'-0
"16
'-1"
6'-0
"4'
-9"
4"8"
6'-0
"2'
-10
1/2"
9"
11'-1" 4" 7'-0" 4" 7'-3"FDN
BUTTRESSWALL
GA
RA
GE
(UN
EX
.)
DEPRESS CONC. FOR
12'-0" GARAGE DOOR
5"
CO
NC
. SLA
B O
N G
RA
DE
(32
MP
a)
6"x
6"x
#6
/6 W
.W.M
8"
CLE
AR
CR
US
HE
D S
TO
NE
SLO
PE
TO
GA
RA
GE
DO
OR
UP
13R
RO
UG
H-I
N3
PC
BA
TH
UTILITY
PR
OV
IDE
SE
PA
RA
TE
DIR
EC
T V
EN
TS
FO
R
FU
RN
AC
E, H
.W.T
& H
.R.V
.
OPT. FAMILY
8"
PO
UR
ED
CO
NC
. FD
NW
ALL (
20
MP
a)
ON
20
"x6
" P
OU
RE
D C
ON
C
FTG
(2
0 M
Pa
) (T
YP
.)
PR
OV
IDE
GA
LV
STL W
IND
OW
WE
LL
WIT
H A
DE
QU
ATE
DR
AIN
AG
EW
HE
RE
RE
QU
IRE
D (
TY
P.)
BEAM
2x10 JOISTS @ 16" O/C W/ 1 ROW CROSS BRACING
"DO"
2x10 JOISTS@ 16" O/C
- 3.5" Ø x 0.188 H.S.S. COL.- 4x4x1/2 TOP PLATE
- 4x8x1/2 BASE PLATE /W
2-5/8"x10" ANCHOR BOLTS - 36"x36"x16" CONC. FTG
(PROV'D ADEQUATE SEAL
AROUND SLABPENETRATION) (TYP.)
2x10 JOISTS @ 12" O/C W/ 2 ROWS CROSS BRACING
EXH.
FAN
2x10 JOISTS @ 12" O/CW/ 2 ROWS OF CRS BRAC.
EN
G.
ST
L B
M(E
.S.B
.)E
.S.B
.
COLD
STOR.
AL
L W
IND
OW
& D
OO
RS
IZE
S I
N F
EE
T &
IN
CH
ES
I.E
. 3
11
20
= 3
'-1
1" x
2'-0
" &
3
62
0 =
3'-6
" x
2'-0
"
D.J.
D.J.
D.J.
OPTIONAL LOCATION
FOR SUMP #2
SUMP
LD
RY
TU
B
LA
TE
RA
LL
YU
NS
UP
PO
RT
ED
WA
LL
(RE
FE
R T
O D
ET
AIL
ON
SH
EE
T A
10
)
P.L.A.
P.L
.A.
SU
MP
PU
MP
(PE
NE
TR
ATIO
N
TH
RO
UG
H S
LA
B T
O B
E
AD
EQ
UA
TE
LY
SE
ALE
D)
I.S.C.A.
SUBFLOOR TO BE GLUED &SCREWED TO FLR JOISTS (TYP.)
L2L2
HWT
FURN.
FLOOR DRAIN
4" CONC. SLAB (20 MPa) ON
6" CRUSHED STONE COMPACTEDON UNDISTURBED SOIL (MIN.)
ALL PENETRATIONS THROUGH
SLAB (EX. WHERE THE SLAB
MEETS THE FDN WALL,
TELEPOSTS, PLUMBING DRAINS,
ETC.) SHALL BE SEALED
- W
AL
LS
, F
LO
OR
S A
ND
CE
ILIN
GS
TH
AT
SE
PA
RA
TE
CO
ND
ITIO
NE
D S
PA
CE
S F
RO
M U
NC
ON
DIT
ION
ED
SP
AC
ES
SH
AL
L B
E C
ON
ST
RU
CT
ED
SO
TO
IN
CL
UD
E A
N A
IRB
AR
RIE
R S
YS
TE
M T
HA
T S
HA
LL
PR
OV
IDE
A C
ON
TIN
UO
US
BA
RR
IER
TO
AIR
LE
AK
AG
E-
TH
E C
ON
TIN
UIT
Y O
F T
HE
AIR
BA
RR
IER
SY
ST
EM
SH
AL
LE
XT
EN
D T
HR
OU
GH
OU
T T
HE
BA
SE
ME
NT
AN
D A
LL
PE
NE
TR
AT
ION
S M
US
T B
E S
EA
LE
D A
IRT
IGH
T (
RE
FE
R T
OO
.B.C
. 9
.25
.3 &
SB
-12
)
AR
OU
ND
IN
TE
RIO
R P
ER
IME
TE
R O
F B
AS
EM
EN
T:
- 2
x4 S
TR
AP
PIN
G @
16
" O
/C
- A
IR B
AR
RIE
R C
ON
TIN
UO
US
FR
OM
TO
P O
F C
EIL
ING
TO
TO
P O
F
BA
SE
ME
NT S
LA
B (
AS
PE
R O
.B.C
. 9.2
5.3
)
- R
12 B
ATT IN
SU
LA
TIO
N (
OR
AP
PR
OV
ED
EQ
UA
L)
- D
AM
PP
RO
OF
IN
SID
E O
F F
DN
WA
LL IF
STR
AP
PIN
G IS
US
ED
OR
R12
BLA
NK
ET IN
SU
LA
TIO
N
FO
UN
DA
TIO
N W
AL
LS
TO
BE
EN
GIN
EE
RE
D
IF T
HE
TO
TA
L L
EN
GT
H O
F A
LL
OP
EN
ING
S
EX
CE
ED
25
% O
F T
HE
TO
TA
L W
AL
L L
EN
GT
H
OR
IF
AN
Y O
PE
NIN
G E
XC
EE
DS
47
"
REFER TO SCHEDULESON SHEET A10 FOR LINTEL SIZES (TYP.)
ELECTRICAL LAYOUT TO BE
VERIFIED ON SITE BY
OWNER/BUILDER & CONTRACTOR
ALL ABBREVIATIONSARE LISTED IN THE
TABLE ON SHEET A10
AL
L B
EA
MS
SU
PP
OR
TIN
GN
ON
-UN
IFO
RM
LO
AD
S (
PO
INT
LO
AD
S,
BR
ICK
LO
AD
S,
ET
C.)
TO
BE
VE
RIF
IED
BY
A P
RO
FE
SS
ION
AL
EN
GIN
EE
R O
RA
PP
RO
VE
D E
QU
AL
[P
.E.B
. (L
.V.L
.) B
Y
LU
MB
ER
SU
PP
LIE
R]
SUMP
5" REINF. CONC. SLAB(TO BE ENGINEERED)
RAIL
H.R.V.
PR
OV
'D P
RE
.FIN
AIR
VE
NTS
/W
RA
IN
& IN
SE
CT S
CR
EE
N
(TY
P.)
INS
UL. M
TL D
OO
R W
/
WE
ATH
ER
-STR
IP.
2x10 LEDGER BOARD
ANCHORED TO RIM
BOARD W/ STAGGERED3/8" Ø x 6" LONG LAG
BOLTS C/W 1/2" WASHERS
(TYP.)
DECK ABOVE (TYP.)
12" Ø CONC. PIER ON
32"x32"x10" CONC.
FTG (TYP.)
3-2x10
2x10
P.T
. DEC
KJS
TS @
16"
O/C
PR
OV
'D 4
" M
AS
ON
RY
CH
AS
EIN
FO
UN
DA
TIO
N (
TY
P.)
(RE
FE
R T
O E
LE
VA
TIO
N)
PROV'D 4" MASONRYCHASE IN FOUNDATION(REFER TO ELEVATION)
BEAM POCKET
PR
OV
'D
SLE
EV
E
FO
R S
UM
P
D.J
.
2x10 JOISTS@ 16" O/C
7'-9.5" CLG HT (TYP.)
SELF-SUPPORTING
STAIR
UNEX.
J.B.APR. 2015
SHEET:
DRN BY:
JOB:
DATE:
SCALE:TITLE:CORRIVEAU
CADD
4065 STANLEY AVENIAGARA FALLS, ONTARIO
TEL: (905) 358-5535 A5
3/16" = 1'-0"LOWER FLOOR PLAN
PROPOSED TWO STOREY
NIAGARA PINES
DEVELOPMENTS
CH. BY: M.C
BUILDING FOOTPRINT- 1467 SQ. FT (36%)TEL: (905) 933-3555
NO
TE:
OW
NER
/CO
NTR
ACTO
R T
OVE
RIF
Y AL
L D
IMEN
SIO
NS
AND
SPEC
S PR
IOR
TO
AN
D D
UR
ING
CO
NST
RU
CTI
ON
LOCATION:PART 2 (68) FOUR MILE CREEK RD 2015-36ST. DAVIDS, ONTARIO
12080
5484
90682650 2650
4068
2868
2468
2068
2050
2040
2068
D/W
NOTES:- PROV'D 2 STUD BEARING AT EACHEND OF LINTEL AS PER OBC 9.23.12.3
L1 2-2x8L2 2-2x10L3 2-2x12L4 L.V.L. HDR
LINTEL SCHEDULE
4'-0
"2'
-6"12'-0" 3'-2" 4'-0"
6"2'-0" 4"
7'-0
"1'
-9"
4'-3"
2'-4"8'-6"9'-1"7'-5"
2'-0
"
7"16
'-2"
3'-3
"
7'-4"4'-8"6"7'-0"
4"6'-4"7"
3'-0
"4"
3'-4
"
16'-8
"4"
3'-6
"5'
-3"
11'-0
"11
"
7" 26'-2" 7"
7"10
'-7"
8'-1
0"4"
6'-8
"6"
20'-0
"9"
7"8'-4"6"
2'-4"19'-2"5"
38'-3
"6'
-0"
4'-0
"
27'-4"4'-0"
7'-0"16'-0"
30'-7
"7'
-8"
27'-1
"21
'-2"
3'-7"3'-9"4'-8"
48'-3
"
31'-4"
48'-3
"
23'-0" 9'-0"
8'-0" 8'-0" 3'-6" 3'-6" 3'-11" 5'-1"
32'-0"
4"5'
-8"
6"10
'-0"
2'-0
"
1'-6"4"
5'-0" 8"
9"7'-0"14'-6"
7"13'-8" 6" 12'-0" 7"
9'-4
"1'
-0"
FOYER
PATIO SLIDERS
HALF WALL
CANT'L FLOOR ABOVE (TYP)
UP16R
DN
13R
9'-0" CLG HT (TYP.)
3-2
x4
L.V.L. BEAM W/ MASONRY LINTEL3
-2x4
STE
PS
(SIT
E
VE
RIF
Y)
INSULATE SELF
CLOSING DOOR W/
WEATHER-STRIPPING
PROV'D DROPPED CLG
-R32 BATT INSULATION(SPRAY FOAM RECOMMENDED)
-PROV'D HEAT DUCT & COLD AIR
RETURN INTO VOID (TYP.)
3.5
" Ø
H.S
.S. C
OL.
ENGINEERED STEELBEAM (DROP)
STICK FRAME ROOF /W2x4 RAFTERS & CEILING
JST @ 24" O/C (MONOTRUSSES OPTIONAL)
8"x8" STRUCTURALTIMBER POST TO BEANCHORED TO 18"x18"x42"STONE PEDESTAL (TYP.)
3-2
x6
3-2x6
L.V.L.(FL.)
D.J.
D.J
.
3-2x6
L.V
.L.
BE
AM
O
R
8x
18
ST
L B
M I
F R
EQ
'D
2x10 JOISTS@ 16" O/C
2x10 JOISTS @ 16" O/C /W1 ROW CROSS BRACING
2x10 JOISTS @ 12" O/C /W1 ROW CROSS BRACING
PROV'DDIRECT
VENT FOR
EX. HOOD
KITC
HEN
LAY
OU
T TO
BE
VER
IFIE
D B
Y KI
TCH
END
ESIG
NER
/ M
ANU
FAC
TUR
ER
REFER TO SCHEDULESON SHEET A10 FOR LINTEL SIZES (TYP.)
ALL WINDOW & DOORSIZES IN FEET & INCHESI.E. 2650 = 2'-6" x 5'-0" &
21068 = 2'-10" x 6'-8"
AL
L A
BB
RE
VIA
TIO
NS
AR
E L
IST
ED
IN
TH
ET
AB
LE
ON
SH
EE
T A
10
ELECTRICAL LAYOUT TO
BE VERIFIED ON SITE BY
OWNER/BUILDER &
CONTRACTOR
2x10
JO
ISTS
@ 1
2" O
/C /W
2
ROW
S CR
OSS
BRA
CING
(CAN
T'L)
3-2
x6
3-2
x6
3-2x6
3-2
x6
EXH. FAN
5-2x6
P.L.A.
BU
LK
HE
AD
(DR
OP
PE
D)
L2L1 L1
L1
L4
I.S.C.A.
GA
S P
RO
OF
WA
LLS
AN
D C
EIL
ING
IN
GA
RA
GE
/W
1/2
" TY
PE
'X' G
YP
SU
M
BO
AR
D (
PR
OV
'D R
22
IN
SU
L.)
(TA
PE
AN
D
SE
AL A
LL J
OIN
TS
GA
S T
IGH
T)
(P.L.A.)
ISLAND /W BRKFST BAR
- W
ALLS
, FLO
OR
S A
ND
CE
ILIN
GS
TH
AT S
EP
AR
ATE
CO
ND
ITIO
NE
D
SP
AC
ES
FR
OM
UN
CO
ND
ITIO
NE
D S
PA
CE
S S
HA
LL B
E C
ON
STR
UC
TE
D
SO
TO
IN
CLU
DE
AN
AIR
BA
RR
IER
SY
STE
M T
HA
T S
HA
LL P
RO
VID
E A
CO
NTIN
UO
US
BA
RR
IER
TO
AIR
LE
AK
AG
E
- TH
E C
ON
TIN
UIT
Y O
F T
HE
AIR
BA
RR
IER
SY
STE
M S
HA
LL E
XTE
ND
TH
RO
UG
HO
UT T
HE
BA
SE
ME
NT A
ND
ALL P
EN
ETR
ATIO
NS
MU
ST B
E
SE
ALE
D A
IRTIG
HT
(RE
FE
R T
O O
.B.C
. 9.2
5.3
& S
B-1
2)
CAST IN PLACE STEPS (IF REQ'D)
ANCHORED TO CONC. WALL /W 10"
GRANULAR BASE ON UNDISTURBED
SOIL (SITE VERIFY DIMS)
O.T.A.
2x6 LD BRG WALL/W BLOCKING @MIDPOINT (TYP.)
(P.L
.A.)
(P.L
.A.)
(P.L
.A.)
RAILING
RAIL
3-2
x1
0(F
LU
SH
)
3-2x6
3-2x6
AL
L B
EA
MS
SU
PP
OR
TIN
G N
ON
-UN
IFO
RM
LO
AD
S(P
OIN
T L
OA
DS
, B
RIC
K L
OA
DS
, E
TC
.) T
O B
E V
ER
IFIE
D
BY
A P
RO
FE
SS
ION
AL
EN
GIN
EE
R O
R A
PP
RO
VE
DE
QU
AL
[L
.V.L
. B
EA
M B
Y L
UM
BE
R S
UP
PL
IER
]
STO
NE
RET
UR
N
STO
NE
RET
UR
N
3-2
x6
DINETTE GREAT
ROOM
GA
RA
GE
KITCHEN
3-2
x1
0
3.5" Ø
H.S.S. COL.
L2
2x6 P.T. DECK
PLANKS (TYP.)
STEP (SITE
VERIFY)
DECK(13'-10"x11'-0")
GAS FIREPLACE (PROV'D
DIRECT VENT) (REFER TO
OBC SECTION 9.22.10.2)
RAIL
RA
ILIN
G
ARMOUR STONE RETAINING WALL
(SITE VERIFY)
L.V
.L.
ST
UD
S @
16
" O
/C (
TY
P.)
W.I.P.
PWDR
COV.
PORCH
3-2x4
3-2x103-2x4 RAILING
UP
UP
RAILING
BE
NC
H
L2
L.V
.L.
BE
AM
(FL
US
H)
3-2
x6
P.L.A.
P.L.A.
STIC
K FR
AME
ROO
F /W
2x4
RAFT
ERS
& CE
ILIN
GJS
T @
24"
O/C
(MO
NOTR
USSE
S O
PTIO
NAL)
L1
LIN
EN
135°
3-2
x1
0
STRUCTURAL TIMBER TRUSS
3-2
x6
3-2
x6
/W TRANS.
5.5
"x
9.5
"T
IMB
ER
RID
GE
BE
AM
STICK FRAME ROOF /W 2x8ROOF RAFTERS @ 16" O/C
L.V
.L.
HE
AD
ER
WALLABOVE
- 2
8"
HT. S
TO
NE
SK
IRT W
ALL (
BE
LO
W)
/W 4
" S
ILL
- P
RO
V'D
CA
ULK
ING
WH
ER
E R
EQ
'D
- P
RO
V'D
RE
Q'D
FLA
SH
ING
& T
IES
(S
EE
ELE
VA
TIO
N)
PRE-ENG.CONNECTION
(TYP.)
3-2
x6(P
.L.A
.)
FLOOR
ABOVE
J.B.APR. 2015
SHEET:
DRN BY:
JOB:
DATE:
SCALE:TITLE:CORRIVEAU
CADD
4065 STANLEY AVENIAGARA FALLS, ONTARIO
TEL: (905) 358-5535 A6
3/16" = 1'-0"
PROPOSED TWO STOREY
MAI
N F
LOO
R P
LAN
= 8
99 S
Q. F
T
NIAGARA PINES
DEVELOPMENTS
CH. BY: M.CTEL: (905) 933-3555
MAIN FLOOR PLAN
NOTE:OWNER/CONTRACTOR TO VERIFY ALLDIMENSIONS AND SPECS PRIOR TOAND DURING CONSTRUCTION
TOTA
L =
1954
SQ
. FT
(GR
OSS
FLO
OR
AR
EA)
2023
SQ
. FT
(INC
L. O
.T.B
.)
LOCATION:PART 2 (68) FOUR MILE CREEK RD 2015-36ST. DAVIDS, ONTARIO
2668
6062
2468
2468
2868
5020
4040
2634
4040
4868
2040
2468
5068
2468
2634 5040
4030
2668
LINTEL SCHEDULE
L1 2-2x8L2 2-2x10L3 2-2x12L4 L.V.L. HDRNOTES:- PROV'D 2 STUD BEARING AT EACHEND OF LINTEL AS PER OBC 9.23.12.3
4'-1
"
9'-6
"1'
-0"
6'-11" 1'-0"
6'-2
"4'
-4"
4'-11" 3'-9" 3'-7"
2'-0
"
6'-11" 13'-3"
4'-11" 8'-4"
1'-3"
27'-4"
42'-9
"
7'-4"14'-2"5'-10"
27'-4"
21'-8
1/2
"9'
-2 1
/2"
7'-4
"
38'-3
"3'
-4"
1'-2
"
42'-9
"
4'-9"3'-11"2'-5 1/2"2'-5 1/2"6'-10 1/2"6'-10 1/2"
8'-8"4'-11"13'-9"
16'-8
"9'
-10"
16'-3
"
7"13'-6"4"8'-10"
3'-6"7"7"
5'-2
"4"
5'-0
"4"
10'-6
"4"
9'-4
"4"
10'-3
"
4"4'-7" 7"
7"16
'-8"
4"3'
-6"
4'-9
"11
'-10"
7"12'-4" 4" 13'-6" 7"
7"7'-4"4'-11"4"
1'-4"4"5'-11"4"5'-8"7"
4"2'
-0"
4"3'
-2"
4"3'
-6"
4"5'
-0"
7"
7'-7"BATH
DN
16R
RAIL
GARAGE WALL BELOW (TYP)
SCISSOR ROOFTRUSSES @ 24" O/C
CATH CLGCLG TRANS
8'-0" CLG HT(TYP)
ROOF TRUSSES@ 24" O/C
SHELF &
ROD (TYP)
TS-60
REFER TO SCHEDULESON SHEET A10 FOR LINTEL SIZES (TYP.)
ALL WINDOW & DOORSIZES IN FEET & INCHESI.E. 5040 = 5'-0" x 4'-0" & 21068 = 2'-10" x 6'-8"
ALL ABBREVIATIONS ARE LISTEDIN THE TABLE ON SHEET A10
ELECTRICAL LAYOUT TO BE VERIFIED ON
SITE BY OWNER/BUILDER & CONTRACTOR
ROOF & GIRDER TRUSS
LOCATION TO BE VERIFIEDBY ROOF MANUFACTURER
PROV'D 5" CONT. EAVESTROUGH TO
DRAING POSTITIVLEY TO RAIN WATER
DOWNSPOUTS LOCATED AS PER OBC
REQUIREMENTS & LOCAL MUNICIPAL
DRAINAGE BYLAWS
3-2x6
3-2x6HIP GIRDER TRUSS
HIP GIRDERTRUSS
3-2x6
J.G
.T.
3-2x63-2x6
HIP GIRDERTRUSS
JACK
TRUS
SES
@ 2
4" O
/C
ROOF TRUSSES@ 24" O/C
JACK
TRUS
SES
@ 2
4" O
/C
/W TRANSOM
3-2x6
3-2
x6J.G
.T.
JACK TRUSSES@ 24" O/C
L.V
.L.
HE
AD
ER
ATTIC ACCESS
(MIN 28"x22")
(PROV'D R20
INSUL. &
WEATHER
STRIPPING)
ENSUITE
EX.
FAN
3-2x6
TRAN
SOM
EXH.
FAN
L1 L2
L4L4
L1
L1
L2
L1L2
W.I
.C.
SH
ELF
&
RO
D (
TY
P.)
BEDRM 2
I.S.A. I.S.A.
INTE
RC
ON
NE
CTE
D
SM
OK
E A
LA
RM
(I.S
.A.)
(TY
P.)
BEDRM 3
ALL BEAMS SUPPORTING NON-UNIFORMLOADS (POINT LOADS, BRICK LOADS, ETC.)
TO BE VERIFIED BY A PROFESSIONALENGINEER OR APPROVED EQUAL [L.V.L.
BEAM BY LUMBER SUPPLIER]
42" RAILING HT
(MIN.) (REFER TO
OBC SECTION 9.8.8)
RA
ILIN
G
O.T.B.
RA
IL
INTERCONNECTED
SMOKE & CARBON
MONXIDE ALARM
(I.S.C.A.) (TYP.)
MASTER
BEDRM
LOFT
62
"x4
2"
TIL
ED
GLA
SS
SH
OW
ER
LNDRY
PROV'D
DIRECT VENT
FOR DRYER
PORCH BELOW
DECK BELOW
1668
W.I.C.
ROOF TRUSSES@ 24" O/C
135°
J.B.APR. 2015
SHEET:
DRN BY:
JOB:
DATE:
SCALE:TITLE:CORRIVEAU
CADD
4065 STANLEY AVENIAGARA FALLS, ONTARIO
TEL: (905) 358-5535 A7
3/16" = 1'-0"
PROPOSED TWO STOREY
NIAGARA PINES
DEVELOPMENTSUPPER FLOOR PLAN
CH. BY: M.CTEL: (905) 933-3555
NOTE:OWNER/CONTRACTOR TO VERIFY ALLDIMENSIONS AND SPECS PRIOR TOAND DURING CONSTRUCTION
UPPER FLOOR PLAN - 1055 SQ. FT(ADD 69 SQ. FT FOR O.T.B.)
LOCATION:PART 2 (68) FOUR MILE CREEK RD 2015-36ST. DAVIDS, ONTARIO
FO
YE
R
MA
ST
ER
BD
RM
LO
FT
D.J
. @
ST
AIR
OP
EN
ING
D.J
. @
ST
AIR
OP
EN
ING
D.J
. @
ST
AIR
OP
EN
ING
JACK
TRU
SSES
@ 2
4" O
/C
FIN
. GR
AD
E T
O
SLO
PE
AW
AY
1 1/
2"
AIR
SP
AC
E V
EN
TS
(BA
FF
LE
) A
T E
VE
RY
TR
US
S
FO
R R
EQ
'D. V
EN
TIL
ATIO
N
CLE
AR
AN
CE
.
RO
OF
VE
NTS
-1/
30
0 S
Q F
T O
F
INS
ULA
TE
D C
EIL
ING
AR
EA
(A
S
PE
R O
BC
SE
CTIO
N 9
.19
.1.2
)
4"
Ø W
EE
PIN
G T
ILE
/W
6"
(MIN
.) G
RA
NU
LA
R
STO
NE
CO
VE
R (
TY
P.)
DE
LTA
-MS
WA
TE
R
DR
AIN
AG
E &
DA
MP
PR
OO
F S
YS
TE
MS
ON
8"
PO
UR
ED
CO
NC
.
FD
N W
ALL (
20
MP
a)
- A
SP
HA
LT S
HIN
GLE
S
- 3
/8"
PLY
WO
OD
SH
EA
TH
ING
WIT
H "
H"
CLIP
S
- P
RE
-EN
GIN
EE
RE
D R
OO
F
TR
US
SE
S @
24
" O
/C.
- R
-50
BA
TT IN
SU
LA
TIO
N
- 6
MIL
VA
PO
UR
BA
RR
IER
(V
.B)
- 5
/8"
DR
YW
ALL (
TY
P.)
5/8"
T&G
PLY
WO
OD
SUBF
LOO
R O
N 2x
10 F
LOO
RJO
ISTS
(REF
ER T
O F
LOO
RPL
ANS
FOR
SPAC
ING
AND
BRAC
ING
REQ
UIRE
MEN
TS)
TY
PIC
AL C
EIL
ING
:
- R
50
BA
TT O
R
BLO
WN
IN
SU
LA
TIO
N
- 5
/8"
DR
YW
ALL
PR
E-F
IN. A
LU
M. E
AV
ES
ON
2x6
CA
PP
ED
ALU
M.
FA
SC
IA B
OA
RD
.
- V
INY
L S
IDIN
G
- TY
PA
R A
IR B
AR
RIE
R C
ON
TIN
UO
US
FR
OM
TO
P O
F C
EIL
ING
TO
TO
P O
F B
AS
EM
EN
TS
LA
B (
AS
PE
R O
.B.C
. 9.2
5.3
)
- 7/1
6"
AS
PE
NIT
E S
HE
ATH
ING
- R
22
(M
IN.)
HIG
H D
EN
SIT
Y B
ATT IN
SU
L.
OR
AP
PR
OV
ED
EQ
UA
L
- 2
x6 S
TU
DS
@ 1
6"
O/C
- 6
MIL
PO
LY
- 1/
2"
DR
YW
ALL
BA
SE
& S
HO
E(W
HE
RE
RE
Q'D
)
TY
PIC
AL IN
TE
RIO
R W
ALL:
- 2
"x4
" S
TU
DS
@ 1
6"
O/C
/W
1/2
"
DR
YW
ALL O
N B
OTH
SID
ES
4"
CO
NC
. SLA
B O
N
6"
CR
US
HE
D S
TO
NE
CO
MP
AC
TE
D O
N
UN
DIS
TU
RB
ED
SO
IL.
AS
PH
ALT E
AV
E
PR
OTE
CTIO
N (
AS
PE
R
O.B
.C S
EC
TIO
N 9
.26
.5)
PR
E-F
IN A
LU
M S
OF
FIT
- 10
0%
PE
RF
OR
ATE
D T
O H
AV
E
INS
EC
T S
CR
EE
N (
TY
P.)
20
"x6
" C
ON
C. F
TG
(20
MP
a)
UN
DIS
TU
RB
ED
SO
IL
PRE-
ENG
RO
OF
TRUS
SES
@ 2
4" O
/C
GIR
DE
RT
RU
SS
DR
OP
PE
D B
EA
M B
EY
ON
D(R
EF
ER
TO
PL
AN
)
- 2
x4 S
TR
AP
PIN
G @
16
" O
/C
- A
IR B
AR
RIE
R C
ON
TIN
UO
US
FR
OM
TO
P O
F C
EIL
ING
TO
TO
P
OF
BA
SE
ME
NT S
LA
B (
AS
PE
R O
.B.C
. 9.2
5.3
)
- R
12 B
ATT IN
SU
LA
TIO
N (
OR
AP
PR
OV
ED
EQ
UA
L)
- D
AM
PP
RO
OF
IN
SID
E O
F F
DN
WA
LL IF
STR
AP
PIN
G IS
US
ED
OR
R12
BLA
NK
ET IN
SU
LA
TIO
N
ALL P
EN
ETR
ATIO
NS
AN
D J
OIN
TS
BE
TW
EE
N H
EA
TE
D A
ND
UN
HE
ATE
D S
PA
CE
S S
HA
LL
AD
EQ
UA
TLE
Y S
EA
LE
D W
ITH
CA
ULK
ING
OR
AP
PR
OV
ED
EQ
UA
L (
INC
L. B
UT N
OT L
IMIT
ED
TO
:
WH
ER
E T
HE
WA
LL P
LA
TE
S M
EE
T T
HE
FLO
OR
S O
R T
RU
SS
ES
, AT S
ILL P
LA
TE
S, W
HE
RE
TH
E
SLA
B M
EE
TS
TH
E F
DN
WA
LL, A
T W
IND
OW
S &
DO
OR
S, A
TTIC
AC
CE
SS
ES
, VE
NTS
,
PLU
MB
ING
STA
CK
S, E
LE
CTR
ICA
L
SE
RV
ICE
S, T
ELE
PO
STS
, ETC
.) (
RE
FE
R T
O O
.B.C
. 9.2
5)
- 2
8"
HT. S
TO
NE
SK
IRT W
ALL /
W 4
" S
ILL
- P
RO
V'D
CA
ULK
ING
WH
ER
E R
EQ
'D
- P
RO
V'D
RE
Q'D
FLA
SH
ING
& T
IES
(S
EE
ELE
VA
TIO
N)
CO
LD
ST
OR
.
5" R
EIN
F.
CO
NC
. S
LA
B(T
O B
E E
NG
INE
ER
ED
)
CO
VE
RE
D
PO
RC
H
STIC
K FR
AME
ROO
F /W
2x8
ROO
F RA
FTER
S @
16"
O/C
CA
ST IN
PLA
CE
STE
PS
(IF
RE
Q'D
)
AN
CH
OR
ED
TO
CO
NC
. WA
LL /
W 1
0"
GR
AN
ULA
R B
AS
E O
N U
ND
ISTU
RB
ED
SO
IL (
SIT
E V
ER
IFY
DIM
S)
3-2
x1
0 B
EY
ON
D
JACK
TRU
SSES
@ 2
4" O
/C
D.J
. @
ST
AIR
OP
EN
ING
- 4
" S
TO
NE
FIN
ISH
- S
TA
INLE
SS
STL T
IES
@ 1
6"
HO
RIZ
ON
TA
L
- 2
4"
VE
RTIC
AL P
LA
STIC
WE
EP
ER
S @
24
"
O/C
AT B
TM
/W
RA
IN &
IN
SE
CT S
CR
EE
N
- 1"
AIR
SP
AC
E
- TY
PA
R A
IR B
AR
RIE
R C
ON
TIN
UO
US
FR
OM
TO
P O
F C
EIL
ING
TO
TO
P O
F
BA
SE
ME
NT S
LA
B (
AS
PE
R O
.B.C
. 9.2
5.3
)
- 7/1
6"
AS
PE
NIT
E S
HE
ATH
ING
- 2
x6 S
TU
DS
@ 1
6"
O/C
- R
22
(M
IN.)
HIG
H D
EN
SIT
Y B
ATT IN
SU
L.
OR
AP
PR
OV
ED
EQ
UA
L
- 6
MIL
VA
PO
UR
BA
RR
IER
- 1/
2"
DR
YW
ALL
(TY
P.)
8'-0
" CLG
HT
(TYP
.)
9'-0
" CLG
HT
(TYP
.)G
RE
AT
RO
OM
OP
TIO
NA
L
FA
MIL
Y7'
-9.5
" CLG
HT
(TYP
.)
ST
RU
CT
UR
AL
TIM
BE
R T
RU
SS
J.B.APR. 2015
SHEET:
DRN BY:
JOB:
DATE:
SCALE:TITLE:
4065 STANLEY AVENIAGARA FALLS, ONTARIO
TEL: (905) 358-5535PROPOSED TWO STOREY
NIAGARA PINES
DEVELOPMENTS
CH. BY: M.C.TEL: (905) 933-3555
TYP. CROSS SECTION
(INTE
RIO
R L
AYO
UT
MAY
VAR
Y)
CORRIVEAU
CADD
LOCATION:PART 2 (68) FOUR MILE CREEK RD
NO
TE
:O
WN
ER
/CO
NTR
AC
TO
R T
O V
ER
IFY
ALL
DIM
EN
SIO
NS
AN
D S
PE
CS
PR
IOR
TO
AN
D D
UR
ING
CO
NS
TR
UC
TIO
N
2015-36
3/16" = 1'-0"
ST. DAVIDS, ONTARIO
TYPI
CAL
CR
OSS
SEC
TIO
N
A8
MAINTAIN MIN. R20 INSUL.ABOVE INSIDE SURFACE
OF WALL (REFER TO SB-12SECTION 2.1.1.7) (SPRAY
FOAM IF REQ'D)
12
VAPOUR BARRIER TO BECONTINUOUS @ FLOOR
5/8" T&G PLYWOODSUBFLOOR GLUED &SCREWED TO 2x10 FLOORJOISTS (REFER TO FLOORPLANS FOR SPACING ANDBRACING REQUIREMENTS)
BASE & SHOE(WHERE REQ'D)
6" MIN
.
7"
9 7/
8"
11"
9'-0
"(N
.T.S
)9
7/8"
8'-0
"(N
.T.S
)
12"O/H
20"x6" CONC. FTG (20 MPa)ON UNDISTURBED SOIL
4" CONC. SLAB (20 MPa)ON 6" CRUSHED STONE COMPACTED
ON UNDISTURBED SOIL
4" Ø WEEPING TILE /W6" MIN. GRANULAR
STONE COVER (TYP.)
DELTA-MS WATERDRAINAGE &
DAMPPROOF SYSTEMSON 8" POURED CONC.FDN WALL (20 MPa)
FIN. GRADE TO SLOPE AWAY
2x6 SILL PLATE ON SILL
GASKET ANCHORED /W8" LG x 1/2" Ø ANCHORBOLTS @ 72" O/C (TYP)
1/2" EXPANSIONJOINT (OPTIONAL)
VAPOUR BARRIER TO BE
CONTINUOUS @ FLOOR
BASE & SHOE(WHERE REQ'D)
TYPICAL CEILING: - R50 BATT OR
BLOWN INSUL.- 5/8" DRYWALL
ASPHALT EAVE
PROTECTION (AS PERO.B.C SECTION 9.26.5)
PRE-FIN. ALUM. EAVES
ON 2x6 CAPPED ALUM.FASCIA BOARD.
PRE-FIN ALUM SOFFIT- 100% PERFORATED
TO HAVE INSECTSCREEN (TYP.)
1 1/2" AIR SPACE VENTS
(BAFFLE) AT EVERY TRUSSFOR REQ'D. VENTILATION
CLEARANCE.
- ASPHALT SHINGLES - 3/8" PLYWOOD SHEATHING
WITH "H" CLIPS - PRE-ENGINEERED ROOF
TRUSSES @ 24" O/C.
- R-50 BATT INSULATION- 6 MIL VAPOUR BARRIER (V.B)
- 5/8" DRYWALL (TYP.)
ROOF VENTS -1/150 SQFT OF INSULATED
CEILING AREA (AS PER
OBC SECTION 9.19.1.2)
- VINYL SIDING (7")- TYPAR AIR BARRIER
CONTINUOUS FROM TOP OF
CEILING TO TOP OF BASEMENTSLAB (AS PER O.B.C. 9.25.3)
- 7/16" ASPENITE SHEATHING - R22 (MIN.) HIGH DENSITY BATT
INSUL. OR APPROVED EQUAL
- 2x6 STUDS @ 16" O/C - 6 MIL POLY
- 1/2" DRYWALL
- 4" FACE BRICK (11")
- STAINLESS STL TIES @ 16"O/C HORIZONTAL
- 24" VERTICAL PLASTICWEEPERS @ 24" O/C AT BTM /W
RAIN & INSECT SCREEN
- 1" AIR SPACE - TYPAR AIR BARRIER
CONTINUOUS FROM TOP OFCEILING TO TOP OF BASEMENT
SLAB (AS PER O.B.C. 9.25.3)
- 7/16" ASPENITE SHEATHING - 2x6 STUDS @ 16" O/C
- R22 (MIN.) HIGH DENSITY
BATT INSUL. OR APPROVEDEQUAL
- 6 MIL VAPOUR BARRIER - 1/2" DRYWALL
(TYP.)
BASE FLASHINGCONTINUOUS
VARIES
- 2x4 STRAPPING @ 16" O/C- AIR BARRIER CONTINUOUSFROM TOP OF CEILING TO TOP
OF BASEMENT SLAB (ASPER O.B.C. 9.25.3)
- R12 BATT INSULATION CONT.FROM U/S OF SUBFLOOR TOFINISHED SLAB [AS PER AS
PER O.B.C. 12.3.3.9]- DAMPPROOF INSIDE OF FDN
WALL IF STRAP. USED
7'-9
.5"
(8'-0
" CO
NC
. PO
UR
)
ALL PENETRATIONS AND JOINTS BETWEENHEATED AND UNHEATED SPACES SHALL
ADEQUATELY SEALED WITH CAULKING ORAPPROVED EQUAL (INCL. BUT NOT LIMITED TO:
WHERE THE WALL PLATES MEET THE FLOORSOR TRUSSES, AT SILL PLATES, WHERE THE
SLAB MEETS THE FDN WALL, AT WINDOWS &
DOORS, ATTIC ACCESSES, VENTS, PLUMBINGSTACKS, ELECTRICAL SERVICES, TELEPOSTS,
ETC.) (REFER TO O.B.C. 9.25)
ALL PENETRATIONS THROUGH SLAB (EX. WHERE
THE SLAB MEETS THE FDN WALL, TELEPOSTS,PLUMBING DRAINS, ETC.) SHALL BE SEALED
BACKFILL NOT TOEXCEED 7'-7" FROM
BASEMENT SLAB TO
TOP OF FINISHEDGRADE
5/8" T&G PLYWOODSUBFLOOR GLUED &SCREWED TO 2x10 FLOORJOISTS (REFER TO FLOORPLANS FOR SPACING ANDBRACING REQUIREMENTS)
J.B.APR. 2015
SHEET:
DRN BY:
JOB:
DATE:
SCALE:TITLE:CORRIVEAU
CADD
4065 STANLEY AVENIAGARA FALLS, ONTARIO
TEL: (905) 358-5535
PROPOSED TWO STOREY
NIAGARA PINES
DEVELOPMENTS
CH. BY: M.CTEL: (905) 933-3555
A9
NOTE:OWNER/CONTRACTOR TO VERIFY ALLDIMENSIONS AND SPECS PRIOR TOAND DURING CONSTRUCTION
TYP. WALL SECTION 3/8" = 1'-0"
LOCATION:PART 2 (68) FOUR MILE CREEK RD 2015-36ST. DAVIDS, ONTARIO
FOR TYP WALL CONSTRUCTIONREFER TO WALL SECTION ONTHIS SHEET
FOR TYPICAL FLOORCONSTRUCTION REFERTO THE FLOOR PLANS
ON PAGE A4
CONTINUOUS FLEX ALUMINUMBASE FLASHING
CAULKING
EXPOSED CONCRETETO BE PARGED
R40 BATTINSULATION
8" POURED CONCRETEFOUNDATION WALL
2"x6" SILL PLATE ON SILL GASKET -
ANCHORED @ 72" O/C WITH 8" LONG1/2" Ø ANCHOR BOLTS. (TYP.)
2x4 STRAPPING (REFERTO WALL SECTION)
SECTION OF UNSUPPORTED TOP OF WALL4'-0" MIN & 8'-0" MAX
6" FROM UNSUPPORTEDEDGE (TYP.)
1'-6"
PLACE AT LEAST ONEANCHOR BOLT WITHIN12" OF EACH SIDE OFUNSUPPORTED SECTION
2 - 15M HORIZ. BARS@ 6" C/C (MID) (TYP.AT TOP OF WALL)
2 - 15M VERT. BARS @6" C/C (MID) (TYP. ATTOP OF WALL)
CONC. FOUNDATION WALLAND FOOTING (REFER TOFLOOR PLANS)
10M @ 12" E.W. TO 18"OUTSIDE OFUNSUPPORTED SECTION
3" C
OVE
R
6"6"
WALL REINFORCING FOR SECTIONS OF WALL THAT ISUNSUPPORTED AT THE TOP AT LOCATIONS SUCH AS
BASEMENT WINDOWS AND STAIRS LOCATED ALONG WALLSFROM A MINIMUM OF 4'-0" WINDOW TO A MAXIMUM OF 8'-0"
6"6"
FOR TYP WALL CONSTRUCTION
REFER TO WALL SECTION ON
THIS SHEET
REFER TO SHEET A5
FOR LINTEL SIZES AND
NAILING SCHEDULES
WINDOWS AND DOORS TO
BE VERIFIED BY OWNER
CONTINUOUS FLEX ALUMINUM
BASE FLASHING
FLASHING WITH ENDDAMS AND WEEP HOLES@ 18" O.C. MAX.
CAULKING
THERMOPANE GLAZING
WINDOW FRAME
FOR TYP WALLCONSTRUCTION REFERTO WALL SECTION ONTHIS SHEET
J.B.APR. 2015
SHEET:
DRN BY:
JOB:
DATE:
SCALE:TITLE:CORRIVEAU
CADD
4065 STANLEY AVENIAGARA FALLS, ONTARIO
TEL: (905) 358-5535
PROPOSED TWO STOREY
NIAGARA PINES
DEVELOPMENTS
CH. BY: M.CTEL: (905) 933-3555
A10LOCATION:PART 2 (68) FOUR MILE CREEK RD 2015-36ST. DAVIDS, ONTARIO
TYPICAL DETAILS AS SHOWN
LATERALLY UNSUPPORTED
FOUNDATION WALL @ STAIRS
SCALE: 1/2" = 1'-0"
SCALE: 3/4" = 1'-0"
TYP. JOIST TO FDN
CONNECTION DETAIL
TYPICAL SILL DETAILSCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"TYPICAL SILL DETAIL
(O.B.C. 9.23.12.3)WOOD LINTEL SCHEDULE
LINTELSUPPORTING
LINTELSIZE
LIMITEDATTIC
STORAGEAND
CEILING
ROOF ANDCEILING ONLY
ROOF ANDCEILING
ONLY
ROOF,CEILING,
AND 1STOREY
ROOF,CEILINGAND 2
STOREYS
ROOF,CEILINGAND 3
STOREYS
MAXIMUM SPAN, m
EXTERIOR WALLS
SPECIFIED SNOW LOAD, kPa
1.0 1.5 2.0 2.5 3.0
INTERIORWALLS
2 - 1 1/2 x 3 1/22 - 1 1/2 x 5 1/2
2 - 1 1/2 x 7 1/4
2 - 1 1/2 x 9 1/4
2 - 1 1/2 x 11 1/4
2 - 1 1/2 x 3 1/2
2 - 1 1/2 x 5 1/2
2 - 1 1/2 x 7 1/4
2 - 1 1/2 x 9 1/4
2 - 1 1/2 x 11 1/4
2 - 1 1/2 x 3 1/2
2 - 1 1/2 x 5 1/2
2 - 1 1/2 x 7 1/4
2 - 1 1/2 x 9 1/4
2 - 1 1/2 x 11 1/4
2 - 1 1/2 x 3 1/2
2 - 1 1/2 x 5 1/2
2 - 1 1/2 x 7 1/4
2 - 1 1/2 x 9 1/4
2 - 1 1/2 x 11 1/4
2 - 1 1/2 x 3 1/2
2 - 1 1/2 x 5 1/2
2 - 1 1/2 x 7 1/42 - 1 1/2 x 9 1/4
2 - 1 1/2 x 11 1/4
2 - 1 1/2 x 3 1/2
2 - 1 1/2 x 5 1/2
2 - 1 1/2 x 7 1/4
2 - 1 1/2 x 9 1/42 - 1 1/2 x 11 1/4
8' - 4"
13' - 1"17' - 4"
20' - 11"
24' - 2"
4' - 2"
6' - 4"
7' - 9"
9' - 5"
11' - 0"
3' - 5"
4' - 11"
6' - 0"
7' - 3"
8' - 6"
3' - 1"
4' - 5"
5' - 4"
6' - 6"
7' - 7"
2' - 11"
4' - 1"
5' - 0"
6' - 1"
6' - 11"
7' - 4"
11' - 6"
15' - 2"18' - 11"
21' - 11"
3' - 8"
5' - 5"
6' - 8"
8' - 1"
9' - 5"
3' - 2"
4' - 6"5' - 6"
6' - 8"
7' - 9"
2' - 11"
4' - 2"5' - 0"
6' - 2"
6' - 11"
2' - 9"
3' - 11"
4' - 9"
5' - 8"
6' - 5"
6' - 8"
10' - 5"13' - 9"
17' - 6"
20' - 4"
3' - 4"
4' - 10"
5' - 11"
7' - 3"
8' - 5"
2' - 11"
4' - 2"
5' - 1"
6' - 2"
7' - 1"
2' - 9"
3' - 11"
4' - 9"
5' - 8"
6' - 5"
2' - 8"
3' - 9"
4' - 5"
5' - 4"6' - 0"
6' - 2"9' - 9"
12' - 9"
16' - 3"
19' - 3"
3' - 1"
4' - 5"
5' - 5"6' - 7"
7' - 8"
2' - 9"
3' - 11"4' - 9"
5' - 8"
6' - 5"
2' - 7"
3' - 9"
4' - 5"
5' - 3"6' - 0"
2' - 6"3' - 7"
4' - 2"
5' - 0"
5' - 9"
5' - 10"
9' - 1"
12' - 0"
15' - 4"
18' - 5"
2' - 10"
4' - 1"
5' - 0"
6' - 0"
6' - 10"
2' - 7"
3' - 9"
4' - 5"
5' - 3"
5' - 11"
2' - 6"3' - 6"
4' - 1"
4' - 11"
5' - 7"
2' - 5"
3' - 4"
4' - 0"
4' - 9"
5' - 5"
4' - 2"
6' - 4"
7' - 9"
9' - 5"
11' - 0"
6' - 2"
9' - 9"
12' - 9"
16' - 3"
19' - 3"
3' - 1"4' - 5"
5' - 5"
6' - 7"
7' - 8"
2' - 5"
3' - 4"
3' - 11"
4' - 9"5' - 5"
2' - 1"
2' - 11"
3' - 5"
4' - 2"4' - 9"
1' - 11"
2' - 8"3' - 2"
3' - 10"
4' - 5"
(TRIBUTARYWIDTH OF 0.6M MAXIMUM)
(TRIBUTARYWITH OF 4.9 M
MAXIMUM)
10'-8"11'-11"
10'-1"11'-5"
8'-2"9'-2"
7'-9"
OR LESS8'-6"
OR LESS
L- 4 7/8" x 3 1/2" x 3/8"
L- 4 7/8" x 3 1/2" x 5/16"
L- 4" x 3 1/2" x 1/4"
L-3 1/2" x 3 1/2" x 1/4"
FORSTONE
FOR BRICK(2 3/4")
MAX. ALLOWABLE SPANMIN. ANGLE SIZE
FOR STEEL LINTELS SUPPORTING MASONRY VENEER (O.B.C 9.20.5B)STEEL LINTEL SCHEDULE
FOR BRICK(3 1/2")
8'-1"
OR LESS
8'-9"
10'-10"
11'-5"
L- 4 7/8" x 3 1/2" x 1/2"
L- 5 7/8" x 3 1/2" x 3/8"
L- 5 7/8" x 3 1/2" x 1/2"
L- 5 7/8" x 4" x 1/2"
L- 7 1/8" x 4" x 3/8"
L- 7 1/8" x 4" x 13 1/2"
12'-7" 11'-9" 10'-11"
13'-4" 12'-7" 11'-8"
14'-2" 13'-5" 12'-5"
14'-4" 13'-6" 12'-7"
15'-0" 14'-1" 13'-1"
16'-0" 15'-1" 14'-0"
2
3
4
3
2
2 AT EACH END
2
3
2
SEE O.B.C. TABLE 9.23.13.8
3
2
3
2
2
3
1
17 3/4" O/C
2 1/4"
3"
3"
4"
2 1/4"
3"
3"
3"
3"
3 1/4"
3 1/4"
3 1/4"
3 1/4"
3 1/4"
3 1/4"
3 1/4"
3 1/4"
3 1/4"
23 5/8" O/C3 1/4"
15 3/4" O/C3 1/4"
23 5/8" O/C3"
2 in EDGE LAID PLANK TO EACHOTHER
2" EDGE LAID PLANK DECKING TO SUPPORT
(TOE NAIL)
PLANK DECKING WIDER THAN 2" x 6" TO SUPPORT
2" x 6" OR LESS PLANK DECKING TO SUPPORT
ROOF STRUT TO LOADBEARING WALL - TOE NAIL
ROOF STRUT TO RAFTER
JACK RAFTER TO HIP OR VALLEY RAFTER
COLLAR TIE LATERAL SUPPORT TO
EACH COLLAR TIE
COLLAR TIE TO RAFTER - EACH END
RAFTER AT RIDGE BOARD - TOE NAIL - END NAIL
GUSSET PLATE TO EACH RAFTER AT PEAK
RAFTER TO JOIST (WITH RIDGE
UNSUPPORTED)
RAFTER TO JOIST (WITH RIDGE
SUPPORTED)
RAFTER PLATE TO EACH CEILING JOIST
ROOF RAFTER, ROOF TRUSS OR
ROOF JOIST TO PLATE - TOE NAIL
CEILING JOIST TO PLATE - TOE NAIL EACH END
LINTELS TO STUDS
HORIZONTAL MEMBER OVER OPENINGS IN
NON-LOADBEARING WALLS - EACH END
INTERIOR WALLS TO FRAMING OR SUBFLOORING
BOTTOM WALL PLATE OR SOLE PLATE TO JOISTS
OR BLOCKING (EXTERIOR WALLS)
DOUBLED TOP WALL PLATES
O.B.C. 9.23.3.4NAILING FOR FRAMING
30 in O/C
2
4
3
5
3
5
3
2 AT EACH END
2 PER JOIST
2
11 3/4 in O/C
2 AT EACH END
2
2
3"
3 1/4"
2 1/2"
4"
3 1/4"
4"
3 1/4"
4"
3"
3 1/4"
3"
3"
2 1/4"
2 1/4"
3 1/4"
DOUBLED STUDS AT OPENINGS, OR STUDS AT
WALLS OR WALL INTERSECTIONS AND CORNERS
STUD TO WALL PLATE (EACH END) TOE NAIL
OR END NAIL
EACH HEADER JOIST TO ADJACENT TRIMMER
JOIST (END NAILED) AROUND OPENINGS
TAIL JOIST TO ADJACENT HEADER JOIST
(END NAILED) AROUND OPENINGS
HEADER JOIST END NAILED TO JOISTS
ALONG PERIMETER
JOIST TO JOIST SPLICE
(SEE ALSO TABLE 9.23.13.8)
LEDGER STRIP TO WOOD BEAM
FLOOR JOIST TO STUD
(BALLOON CONSTRUCTION)
DOUBLE HEADER OR TRIMMER JOISTS
CROSS BRIDGING TO JOISTS
WOOD OR METAL STRAPPING TO
UNDERSIDE OF FLOOR JOISTS
FLOOR JOISTS TO PLATE - TOE NAIL
MINIMUM NUMBER ORMAXIMUM SPACING OF NAILS
MINIMUM LENGTHOF NAILS, inCONSTRUCTION DETAIL
5 7/8" O/C
ALONG
EDGES AND 11
3/4" O/C
ALONG
INTERMEDIATE
SUPPORTS
2 PER SUPPORT
2 PER SUPPORT
2"
1 1/2"
1 1/8"
2"
2"
N/A
N/A
1 3/4"
1 3/4"
N/A
N/A
2"
1 3/4"
1 3/4"
2 1/4"
2"
2"
1 3/4"
1 3/4"
N/AN/A
N/AN/A
N/A
N/A
N/A
2"
2"
MINIMUMNUMBER OR
MAXIMUMSPACING OFFASTENERS
STAPLESROOFINGNAILS
RINGTHREAD
NAILS ORSCREWS
COMMONOR
SPIRALNAILS
PLYWOOD, OSB, OR WAFERBOARD OVER 13/16" THICK
PLYWOOD, OSB OR WAFERBOARD FROM 3/8" TO
13/16" THICK
PLYWOOD, OSB OR WAFERBOARD UP TO 3/8" THICK
GYPSUM SHEATHING UP TO 1/2" THICK
FIBREBOARD SHEATHING UP TO 1/2" THICK
BOARD LUMBER MORE THAN 7 1/4" WIDE
BOARD LUMBER 7 1/4" OR LESS WIDE
MINIMUM LENGTH FOR FASTENERS, in
ELEMENT
O.B.C. 9.23.3.5FASTENERS FOR SHEATHING AND SUBFLORING
W 8 x 24
W 8 x 21
W 8 x 18
W 6 x 20
W 6 x 15
17'-2"
16'-9"
15'-10"
14'-2"
12'-11"
18'-0"
17'-7"
16'-8"
14'-10"
13'-5"
18'-9"
18'-3"
17'-3"
15'-4"
13'-11"
4" STONE3 1/2" BRICK2 3/4" BRICKSECTIONFOR STEEL BEAMS SUPPORTING MASONARY VENEER O.B.C. 9.20.5.2 (C)
STEEL LINTEL SCHEDULE
LIST OF ABBREVIATIONSN.T.S. = NOT TO SCALE
O.B.C. = ONTARIO BUILDING CODE
O/C = ON CENTER
P.E.B. = PRE-ENGINEERED BEAM
P.E.H. = PRE-ENGINEERED HEADER
PRE FIN. = PRE-FINISHED
PROV'D = PROVIDE OR PROVIDEDP.T. = PRESSURE TREATED
PTA = POINT LOAD ABOVE
REINF. = REINFORCED
REQ'D = REQUIRED
RFTR = RAFTER
I.S.D. = INTERCONNECTED SMOKE
DETECTOR
STL. BM. = STEEL BEAM
SOG = SLAB ON GRADE
SQ. FT = SQUARE FOOTAGE
TYP. = TYPICAL
T.J. OR TRPL. JST = TRIPLE JOIST
UNEX. = UNEXCAVATEDUNFIN. = UNFINISHED
V.B. = VAPOUR BARRIER
W.W.M. = WELDED WIRE MESH
ALUM. = ALUMINUM
BLKG = BLOCKING
BSMNT = BASEMENTBTM = BOTTOM
CANT'L = CANTILEVERED
CATH CLG. = CATHEDRAL CEILING
C.D. = CARBON MONOXIDE DETECTOR
COL. = COLUMN
CONT. = CONTINUOUS
CONC. = CONCRETE
COV. = COVERED
CLG. HT. = CEILING HEIGHT
CLG. TRANS. = CEILING TRANSITION
DBL. PLT. = DOUBLE PLATE
D.J. OR DBL. JST = DOUBLE JOIST
EX. FAN OR E. F. = EXHAUST FANFDN OR FND = FOUNDATION
FIN. FLR. = FINISHED FLOOR
FL. = FLUSH
FTG. = FOOTING
HSS = HOLLOW STRUCTURAL STEEL
H.W.T. = HOT WATER TANK
MTL. INSUL. = METAL INSULATED
J.B.APR. 2015
SHEET:
DRN BY:
JOB:
DATE:
SCALE:TITLE:CORRIVEAU
CADD
4065 STANLEY AVENIAGARA FALLS, ONTARIO
TEL: (905) 358-5535
PROPOSED TWO STOREY
NIAGARA PINES
DEVELOPMENTS
CH. BY: M.CTEL: (905) 933-3555
A11
LINTEL SCHEDULESN/A
LOCATION:PART 2 (68) FOUR MILE CREEK RD 2015-36ST. DAVIDS, ONTARIO
DIVISION 9 FINISHES
GENERAL TRADE SPECIFICATIONS
DIVISION 2 SITE WORK
GENERAL NOTES AND SPECS
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE BUILDING CODE, ONTARIOREGULATION 413/90 INCLUDING ALL LATEST AMENDMENTS AS WELL AS ANY OTHER
CODES OF PROVINCIAL OR LOCAL APPLICATION. AT ALL TIMES MEET OR EXCEED THEREQUIREMENTS OF SPECIFIED STANDARDS, CODES OR REFERENCED DOCUMENTS.
AVOID SCALING DIRECTLY FROM THE DRAWINGS. IF THERE IS AMBIGUITY OR LACK OF
INFORMATION, INFORM THE CONSULTANT. ANY CHANGE THROUGH THEDISREGARDING OF THIS NOTICE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.
GENERAL CONTRACTOR TO CHECK AND VERIFY ALL DRAWINGS. REPORT ANY
DISCREPANCIES TO THE CONSULTANT FOR CLARIFICATION.
VERIFY THAT ALL WORK, AS IT PROCEEDS, IS EXECUTED IN ACCORDANCE WITHDIMENSIONS WHICH MAINTAIN POSITION, LEVELS, AND CLEARANCES TO ADJACENT
WORK AS SET OUT BY REQUIREMENTS OF THE DRAWINGS. ENSURE THAT WORKINSTALLED IN ERROR IS RECTIFIED BEFORE CONSTRUCTION CONTINUES.
REMOVE ALL TOPSOIL AND VEGETABLE MATTER TO A MINIMUM OF 1'-0" DEEP AND 2'-0"
BEYOND THE BUILDING'S PERIMETER.
EXCAVATE FOR FOUNDATIONS AND BUILDING SERVICES TO DEPTHS REQUIRED TO ALLOWFOR PROPER PLACEMENT OF THE WORK. ALL FOOTINGS TO EXTEND TO MINIMUM 4'-0"
BELOW FINISHED GRADES (OR AS NOTED ON PLANS) AND TO REST ON UNDISTURBEDSOIL OR ROCK. EXCAVATIONS TO BE KEPT FREE FROM STANDING WATER.
THE BOTTOM OF EVERY EXTERIOR FOUNDATION WALL TO BE DRAINED BY DRAINAGE TILE
OR PIPE LAID AROUND THE OUTSIDE EDGE OF THE FOOTING THE TOP AND SIDES OF THEDRAINAGE TILE TO BE COVERED WITH A CONTINUOUS 12" THICK LAYER OF CRUSHED
STONE. FOUNDATION DRAINS TO DRAIN TO A SEWER, DRAINAGE DITCH OR DRY WELL BYGRAVITY DRAINAGE OR BY PUMPING.
AFTER THE CONSTRUCTION OF FOOTINGS, PITS, WALLS OR PIERS BACKFILL ALL
EXCAVATIONS WITH EXISTING APPROVED GRANULAR MATERIALS TO WITHIN 5" OFUNDERSIDE OF CONCRETE SLAB AND WITHIN 6" OF UNDERSIDE OF NEW EXTERIOR
FINISHED GRADES.
SLOPE ALL FINISHED GRADES AWAY FROM BUILDING, WATER SUPPLY WELL OR SEPTICTANK DISPOSAL BED AND ENSURE PROPER POSITIVE SURFACE DRAINAGE.
DIVISION 1 GENERAL
REQUIREMENTS
DIVISION 11 EQUIPMENT
DIVISION 15 MECHANICAL
CONCRETE FOUNDATION WALLS TO HAVE ALL EXTERIOR TIE HOLES AND RECESSES SEALED WITHMORTAR OR WATERPROOFING MATERIALS. CONCRETE FOUNDATIONS WALLS TO BE
DAMP-PROOFED TO BE COVERED WITH A LIBERAL COAT OF BITUMINOUS MATERIAL. COVEDAMP-PROOFING OVER ALL FOOTING AND OBSTRUCTIONS TO PROVIDE WATERPROOF JUNCTION.
PROVIDE SUITABLE FIRE STOPS FOR ALL CONCEALED AREAS AT FLOOR, CEILING, ROOF LEVELS
AND AT STAIRS. CLEARANCES BETWEEN CHIMNEYS OR GAS VENTS AND THE ADJOININGCONSTRUCTION WHICH ALLOW AIR LEAKAGE AND HEAT LOSS FROM WITHIN THE BUILDING INTO
THE ADJACENT ROOF SPACE IS TO BE SEALED WITH NON-COMBUSTIBLE MATERIAL TO PREVENTSUCH LEAKAGE.
PROVIDE THE FOLLOWING MINIMUM THERMAL RESISTANCE VALUES THROUGHOUT THE BUILDING
CONSTRUCTION:- CEILING BELOW AN ATTIC OR ROOF SPACE (R-50)
- EXTERIOR WOOD FRAMED WALLS ABOVE FOUNDATION (R-22)- CONCRETE FOUNDATION WALL (R-12)
PERIMETER INSULATION FOR FOUNDATION WALLS ENCLOSING HEATED AREAS FROM U/S OF
SUBFLOOR TO NO MORE THAN 15" ABOVE FINISHED SLAB AND NO LESS THAN 6" [AS PER AS PERO.B.C. 12.3.3.9(3)]. INSULATION TO BE R12 BATT INSULATION IN 2x4 STUDS COMPLETE WITH
INTEGRAL 6 MIL POLYETHYLENE VAPOUR RETARDER.
WALL AND CEILING INSULATION TO BE PROTECTED BY 6 MIL TYPE 1 VAPOUR RETARDANTINSTALLED IN SUCH A MANNER THAT ALL JOINTS OCCUR OVER WOOD FRAMING MEMBERS AND
ARE LAPPED MINIMUM 4". ALL PERFORATIONS THROUGH THE VAPOUR RETARDANT CAUSED BYTHE INSTALLATION OF ELECTRICAL OR MECHANICAL ITEMS TO BE TIGHTLY SEALED USING
CAULKING, TAPE OR OTHER APPROVED METHODS OF SEALING IN ORDER TO MAINTAIN THEINTEGRITY AND CONTINUITY OF THE VAPOUR RETARDANT IN THE BUILDING ENVELOPE.
EXPOSED FLASHING TO BE 0.013" GALVANIZED STEEL, 0.014" COPPER, 0.018" ZINC OR 0.019"ALUMINUM. CONCEALED FLASHING TO BE F-20 BY LEXSUCO CANADA LTD. OR TYPE 'S' ROLL
ROOFING. FLASHING TO BE INSTALLED AT THE FOLLOWING LOCATIONS:- AT EVERY HORIZONTAL JUNCTION BETWEEN DIFFERENT EXTERIOR FINISHES EXCEPT WHERE
THE UPPER FINISH OVERLAPS THE LOWER FINISH - OPENINGS IN EXTERIOR WALLS WHEN VERTICAL DISTANCE BETWEEN TOP OF OPENING AND
BOTTOM OF EAVES EXCEEDS 1/4 OF HORIZONTAL EAVE OVERHANG- BENEATH SANDSTONE AND JOINTED MASONRY WINDOW SILLS
- OPEN VALLEYS TO BE FLASHED WITH NOT LESS THAN ONE LAYER OF SHEET METAL MINIMUM2'-0" WIDE WITH A LAYER OF #15 ROOFING PAPER OR FELT UNDERLAY; OR TWO LAYERS OF
ROLL ROOFING, BOTTOM LAYER 55 LB.. MINIMUM NOT LESS THAN 18" WIDE AND TOP LAYER 90LB.. MINIMUM 36" WIDE
- INTERSECTIONS OF ASPHALT SHINGLE ROOF AND MASONRY WALLS OR CHIMNEYS TO BE PROTECTED BY COUNTER FLASHING IMBEDDED A MINIMUM OF 1" INTO THE MASONRY AND
EXTENDED NOT LESS THAN 6" DOWN THE MASONRY AND LAP LOWER FLASHING MINIMUM 4".FLASHING ALONG THE SLOPE OF THE ROOF TO BE STEPPED SO THAT THERE IS A MINIMUM OF 3"
HEAD LAP IN BOTH LOWER AND COUNTER FLASHING. FLASHING AT THE INTERSECTION OFSHINGLE ROOFS AND CLADDING OTHER THAN MASONRY TO EXTEND UP THE WALL MINIMUM 3"
BEHIND SHEATHING PAPER AND MINIMUM 3" HORIZONTALLY.- THE INTERSECTION OF SINGLE PLY MEMBRANE ROOFS AND ADJACENT WALL SURFACES TO
HAVE A CANT STRIP WITH THE MEMBRANE EXTENDED MINIMUM 6" UP THE WALL AND COUNTERFLASHED OR SET BEHIND THE SHEATHING PAPER.
- CHIMNEY FLASHING IS REQUIRED AT INTERSECTION WITH ROOF. FLASH OVER CHIMNEYSADDLE WHEN WIDTH OF CHIMNEY EXCEEDS 2'-6".
ROOF EAVE TO BE FINISHED WITH PRE FINISHED ALUMINUM EAVES TROUGH, FASCIA AND VENTED
SOFFIT. PROVIDE ONE PRE FINISHED ALUMINUM DOWN SPOUT FOR EACH 30' RUN OF EAVESTROUGH OR PART THEREOF AROUND THE PERIMETER OF THE BUILDING. CONNECT DOWN SPOUTS
TO THE STORM SEWER SYSTEM OR ONTO GRADE WITH PRE CAST CONCRETE SPLASH PADS TOPREVENT EROSION.
ROOF SPACE VENTILATION TO BE 1/300 OF INSULATED AREA FOR ROOF SLOPES GREATER THAN 2
IN 12 AND 1/150 OF INSULATED AREA FOR ROOF SLOPES LESS THAN 2 IN 12 OR ANY ROOF WHEREAN INTERIOR FINISH IS APPLIED TO THE UNDERSIDE OF THE ROOF RAFTERS. NOT MORE THAN
HALF OF THE REQUIRED VENTILATION AREA IS TO BE PROVIDED NEAR THE RIDGE EXCEPT FORCATHEDRAL CEILINGS AND ROOFS WHERE CONTINUOUS RIDGE AND EAVE VENTILATION IS
REQUIRED. ALL VENTILATION OPENINGS TO BE PROTECTED FROM THE WEATHER AND INSECTS.VENTS TO BE CONSTRUCTED OF RUST PROOF MATERIAL.
PROVIDE TYPE 'S' ROLL ROOFING OR DOUBLE LAYER OF NO. 15 ASPHALT SATURATED FELTS AS
EAVE PROTECTION AT ALL ROOF EDGES AND EXTEND TO A LINE NOT LESS THAN 12" INSIDE THEINNER FACE OF THE EXTERIOR WALL. (SEE 0.B.C. 9.27.5.2.(1))
ALL PENETRATIONS AND JOINTS BETWEEN HEATED AND UNHEATED SPACES SHALL ADEQUATLEY
SEALED WITH CAULKING OR APPROVED EQUAL (INCL. BUT NOT LIMITED TO: WHERE THE WALLPLATES MEET THE FLOORS OR TRUSSES, AT SILL PLATES, WHERE THE SLAB MEETS THE FDN
WALL, AT WINDOWS & DOORS, ATTIC ACCESSES, VENTS, PLUMBING STACKS, ELECTRICAL SERVICES, TELEPOSTS, ETC.) (REFER TO O.B.C. 9.25).
DIVISION 7 THERMAL AND
MOISTURE PROTECTION
DIVISION 16 ELECTRICAL
DIVISION 3 CONCRETE
DIVISION 4 MASONRY
DIVISION 5 METALS
BRICK & STONE VENEER CONSTRUCTION TO BE TIED BACK TO SOLID WOOD FRAMING MEMBERS
WITH 1" X 7" X 22 GAUGE, CORRUGATED,CORROSION RESISTANT STRAPS AT 16" OC HORIZONTALAND 24" OC VERTICAL.
PROVIDE WEEP HOLES SPACED AT 2'-0" OC AT THE BOTTOM COURSE OF BRICK / STONE AND
OVER ALL OPENINGS. PROVIDE 6 MIL BLACK REINFORCED POLYETHYLENE DAMPCOURSEFLASHING EXTENDED UP 6" VERTICAL AT THESE LOCATIONS AND INSERT BEHIND SHEATHING
PAPER.
MASONRY CORBELLING TO CONSIST OF SOLID UNITS WITH MAXIMUM 1" PROJECTION PERCOURSE AND TOTAL PROJECTION NOT TO EXCEED 1/3 OF WALL THICKNESS.
STEEL PIPE COLUMNS TO BE A MINIMUM OUTSIDE DIAMETER OF 2 7/8" AND A MINIMUM
WALL THICKNESS OF 3/16" FITTED WITH A 4" X 4" X 3/16" STEEL PLATE AT EACH END.WHERE AREA OF SUPPORTED FLOOR EXCEEDS 220 SQ. FT. OR IS FOR TWO FLOORS OR
MORE, THE STEEL PIPE COLUMN TO BE A MINIMUM OUTSIDE DIAMETER OF 3 1/2" AND AMINIMUM WALL THICKNESS OF 0.188" WITH A 4" X 8' X 3/8" PLATES. TOP STEEL PLATE
MAY BE OMITTED WHERE COLUMN SUPPORTS A STEEL BEAM BY WELDING, BOLTING OROTHER APPROVED METHOD. BASE PLATES TO BE SECURED TO CONCRETE FOOTINGS
WITH MINIMUM TWO 1/2" DIAMETER BOLTS PLACED MINIMUM 4" DEEP INTO FOOTING ORTO BE POURED IN PLACE WITH THE FLOOR SLAB.
ALL STEEL BEAMS REQUIRE MINIMUM 3 1/2" BEARING AND STEEL ANGLE LINTELS
REQUIRE MINIMUM 6" BEARING. PROVIDE 7 1/2" SOLID MASONRY UNDER BEAMS ORCOLUMNS.
ALL STEEL COLUMNS, STEEL BEAMS AND STEEL ANGLE LINTELS TO BE SHOP PRIMED
WITH ONE COAT OF RUST-INHIBITIVE PAINT.
STEEL ANGLE LINTEL SCHEDULE - REFER TO LINTEL SCHEDULE
REFER TO LINTEL SCHEDULES
ALL FLOOR JOISTS AND FRAMING LUMBER TO BE NO. 2 GRADE SPRUCE OR BETTER. ALLWOOD LINTELS OVER OPENINGS TO BE 2-2"X10" UNDER DOUBLE TOP PLATE UNLESS
OTHERWISE NOTED. ALL LOAD BEARING WOOD STUD PARTITIONS TO HAVE A DOUBLE TOPPLATE. STUD WALLS WITHOUT SHEATHING ON BOTH SIDES TO HAVE MID-GIRTS. PROVIDE
DOUBLE STUDS AROUND OPENINGS AND TRIPLE STUDS IN CORNERS OF LOAD BEARINGSTUD PARTITIONS.
SILL PLATES TO BE 2" X 6" ON SILL PLATE GASKET (ETHAFOAM) AND FASTENED ONTO TOP
OF POURED CONCRETE FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLTS AT 6'-0" OC ANDEMBEDDED MINIMUM 4" INTO CONCRETE.
LOAD BEARING STUD WALLS PARALLEL TO FLOOR JOISTS TO BE SUPPORTED BY WALLS OR
BEAMS OF SUFFICIENT STRENGTH TO SAFELY TRANSFER THE DESIGNED LOADS TOVERTICAL SUPPORTS. WALLS AT RIGHT ANGLES TO FLOOR JOISTS TO BE LOCATED AT
MAXIMUM 2'-0" FROM THE JOIST SUPPORT IF SUPPORTING ONE OR MORE FLOORS UNLESSTHE JOIST SIZE IS DESIGNED TO ACCOMMODATE SUCH LOADS.
DIVISION 6 WOOD AND PLASTICS
CONCRETE FOR UNREINFORCED FOOTINGS AND FOUNDATION WALLS TO HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 20 MPa AFTER 28 DAYS WITH MAXIMUM 4" SLUMP. (20 1.1 P2)STEPPED FOOTINGS TO HAVE A MINIMUM 2'-0" HORIZONTAL DISTANCE BETWEEN STEPS.
VERTICAL STEPS TO BE 2'-0" MAXIMUM(SEE 9.15.3.8 O.B.C.) OTHER FOOTINGS SHALL BE 6" THICK MIN. AND MINIMUM 6"
PROJECTION BEYOND FACE OF FOUNDATION WALL UNLESS OTHERWISE NOTED ON THEDRAWINGS. FOOTINGS TO ADEQUATELY SUPPORT ALL SUPERIMPOSED LOADS WITH A
MINIMUM BEARING CAPACITY OF 2500 PSF. FOUNDATIONS WALLS TO EXTEND UP MINIMUM6" ABOVE FINISHED GRADE. REDUCED FOUNDATION WALLS TO ALLOW BRICK FACING AND
MAINTAIN LATERAL SUPPORT. TIE MASONRY TO MINIMUM 4" WIDE X MAXIMUM 8" HIGHCONCRETE UPSTAND WITH DOVE TAIL MASONRY ANCHORS AT 8" OC VERTICALLY AND 3'-0"
OC HORIZONTALLY. FILL COLLAR JOINT SOLID WITH MORTAR. PROVIDE 4" X 4" BRICK KEY ATTOP OF FOUNDATION WALL. PROVIDE BEAM POCKETS (DENOTED ON PLANS) WHEREVER
STEEL BEAMS BEAR ON THE CONC. FOUNDATION WALL
CONCRETE FOR GARAGE SLABS, EXTERIOR STEPS AND EXTERIOR PORCHES TO BE 32 MPaAT 28 DAYS WITH 5% - 7% AIR ENTRAINMENT. OTHER SLABS TO BE MINIMUM 20 MPa AT 28
DAYS. CONCRETE SLABS ON GRADE TO BE MINIMUM 3" THICK AND SET ON MINIMUM 6"CLEAR STONE FILL. GARAGE SLABS ON GRADE TO BE MINIMUM 5" THICK AND REINFORCED
WITH 10M REBAR AT 24" OC LOCATED NEAR MID-DEPTH OF THE SLAB.
HABITABLE ROOMS ON CONCRETE SLAB TO BE DAMP-PROOFED WITH 6 MIL POLYETHYLENE.BASEMENT OPENINGS (WINDOWS) GREATER THAN 3'-11" IN LENGTH OR CONTAINING
OPENINGS IN MORE THAN 25% OF ITS LENGTH TO BE REINFORCED AS PER ENG. SPECS (2 -#3 RODS EXTENDS 12" ON EACH SIDE (4'-0" WINDOW))
DIVISION 10 SPECIALTIES
LOCATION OF WATER METER AND GAS METER TO BE IN ACCORDANCE WITH THOSEAUTHORITIES HAVING APPROPRIATE JURISDICTION.
DUCTWORK IN ATTIC OR ROOF SPACES TO HAVE ALL JOINTS TAPED AND SEALED TO
ENSURE THAT DUCTS ARE AIRTIGHT THROUGHOUT THEIR LENGTH.
PROVIDE MINIMUM OF 1 SQ. FT. UNOBSTRUCTED NATURAL VENTILATED AREA FOREVERY 500 SQ. FT. OF FLOOR AREA IN CRAWL SPACES AND BASEMENTS. PROVIDE
MINIMUM 3 SQ. FT. UNOBSTRUCTED NATURAL VENTILATED AREA IN FINISHED ORHABITABLE AREAS. PROVIDE MINIMUM 1 SQ. FT. UNOBSTRUCTED NATURAL
VENTILATED AREA IN BATHROOMS. WHEN MECHANICAL VENTILATION IS REQUIREDPROVIDE MINIMUM ONE AIR CHANGE PER HOUR. DISCHARGE EXHAUST DIRECTLY TO
OUTDOORS AND PROVIDE BACK FLOW DAMPERS AT DUCT END OR FAN.
METAL CHIMNEYS AND VENTS TO BE ULC LABELED, CLASS B FOR GAS-FIREDFURNACES. A METAL CHIMNEY NOT SUPPORTED ON A FOUNDATION TO BE
SUPPORTED BY NON- COMBUSTIBLE MATERIAL AND THE SUPPORT TO BEINDEPENDENT OF THE APPLIANCE IT SERVES.
LOCATION OF HYDRO METER AND ELECTRICAL PANEL TO BE IN ACCORDANCE WITH THEAUTHORITIES HAVING APPROPRIATE JURISDICTION.
PROVIDE 3 WAY WALL SWITCHES LOCATED AT THE HEAD AND FOOT OF EVERY
STAIRWAYS EXCEPT AT UNFINISHED BASEMENTS. PROVIDE A SEPARATE THREE WIRECIRCUIT WITH NO OTHER OUTLET CONNECTIONS TO EACH DRYER RECEPTACLE, STOVE
RECEPTACLE AND AT LEAST THREE SPLIT RECEPTACLES IN EACH KITCHEN. TWO OF THEKITCHEN RECEPTACLES MUST BE INSTALLED ABOVE THE COUNTER LEVEL.
ELECTRICAL SWITCHES, RECEPTACLES, ETC. ON OPPOSITE SIDES OF DEMISING WALL TO
BE STAGGERED. ALL WALL MOUNTED EQUIPMENT (I.E. ELECTRICAL SERVICE PANELS) TOBE INSTALLED IN SUCH A MANNER A TO MAINTAIN THE INTEGRITY OF THE DEMISING
WALL FIRE SEPARATION.
PRODUCTS OF COMBUSTION DETECTORS TO BE A SINGLE STATION ALARM TYPE SUCH AS
AN IONIZATION P.O.C. DETECTOR OR A SPOT TYPE PHOTO ELECTRICAL SMOKE DETECTORWHICH IS U.L.C. LABELED AND LISTED. DETECTORS TO BE EQUIPPED WITH A VISUAL
INDICATOR WHICH DEMONSTRATES THAT THE UNIT IS OPERATIONAL. DETECTORS TO BEPERMANENTLY MOUNTED TO A JUNCTION BOX OR STANDARD ELECTRICAL OUTLET ON THE
CEILING AND WIRED TO THE MAIN ELECTRICAL PANEL ON A SEPARATE CIRCUIT. THEDETECTOR IS LOCATED AT THE CEILING LEVEL BETWEEN THE BEDROOMS OR SLEEPING
AREAS AND THE REMAINDER OF THE DWELLING UNIT, SUCH AS INDICATED ON THEDRAWINGS. THE DETECTOR TO HOUSE AN ALARM THAT IS AUDIBLE WITHIN THE BEDROOM
OR SLEEPING AREAS WHEN INTERVENING DOORS ARE CLOSED.
DIVISION 13 SPECIAL
CONSTRUCTION
SOUND TRANSMISSION CLASSIFICATION RATINGS BETWEEN DWELLING UNITS TO BEMINIMUM 45 DECIBELS. FLAME SPREAD RATING OR INTERIOR FINISHES TO BE 150
MAXIMUM OR 200 MAXIMUM WHEN P.O.C. DETECTORS ARE INSTALLED.
FINISHED FLOORING IN BATHROOMS, LAUNDRY ROOMS, ENTRANCES, GENERALSTORAGE AREAS AND KITCHENS TO BE RESILIENT TYPE PROVIDING WATER
RESISTANCE. REFER TO CONTRACTOR'S SCHEDULE.
ALL EXTERIOR MOLDINGS, TRIMS, PEDIMENTS, PILASTERS, ETC. TO BE AS SUPPLIEDBY PENINSULA ARCHITECTURAL DETAILS INC. OR APPROVED EQUAL.
CHIMNEYS TO EXTEND THROUGH UNIT IN FURRED SPACES AND UP THROUGH ROOFCONSTRUCTION A MINIMUM OF 3'-0" ABOVE POINT OF CONTACT WITH ROOF BUT NOT
LESS THAN 2'-0" ABOVE ROOF SURFACE WITHIN A HORIZONTAL DISTANCE OF 10'-0".
STOVES, RANGES AND SPACES HEATERS USING SOLID FUELS TO CONFORM TO
UNDERWRITERS' LABORATORIES OF CANADA TEST S627-M1983 "STANDARDSFOR SPACE HEATERS FOR USE WITH SOLID FUELS".
WINDOW SIZES AND TYPES TO BE AS DENOTED ON PLANS. ALL WINDOWS TO BE
DOUBLE GLAZED OR TO INCLUDE REMOVABLE STORM WINDOWS IN ORDER TOMINIMIZE HEAT LOSS AND AIR INFILTRATION. MINIMUM SIZE OF TRANSPARENT
OPENINGS FOR HABITABLE ROOMS TO BE 10 % OF APPLICABLE FLOOR AREAAND FOR BEDROOMS TO BE 5 % OF APPLICABLE FLOOR AREA. AT LEAST ONE
WINDOW PER BEDROOM TO HAVE AN INDIVIDUAL UNOBSTRUCTED OPENING NOTLESS THAN 3.7 SQ. FT. WITH NO WINDOW DIMENSION LESS THAN 15".
DOOR SIZES AND TYPES TO BE AS DENOTED ON PLANS. MAIN ENTRANCE DOOR
TO HAVE A THUMB TURN LOCK SET WHICH ALLOWS OPENING THE DOOR FROMTHE INSIDE WITHOUT A KEY. ALL GLASS IN SIDE LIGHTS GREATER THAN 20", IN
SLIDING PATIO DOORS AND IN STORM DOORS TO BE LAMINATED OR TEMPEREDSAFETY GLASS. THE DOOR BETWEEN THE GARAGE AND HABITABLE AREAS TO
BE A SOLID CORE EXTERIOR TYPE WITH A SELF CLOSING DEVICE AND TIGHTFITTING WEATHER STRIPPING TO PROVIDE AN EFFECTIVE BARRIER AGAINST
GAS AND EXHAUST FUMES. PROVIDE AN MIN 6" HIGH STEP AT THIS DOOR.
PROVIDE ACCESS HATCHES TO CRAWL SPACES OR ATTICS WITH ROOF SPACESMORE THAN 2'-0" HIGH. ACCESS HATCH OPENING TO BE A MINIMUM 20" X 28",
AND FITTED WITH DOORS OR COVERS THAT ARE INSULATED AND WEATHERSTRIPPED
ALL WINDOWS SHOWN ON DRAWINGS TO BE AS MANUFACTURED BY PELLA
WINDOWS OR AN APPROVED EQUAL.
TYPE: METAL CLAD CASEMENT OR AS NOTED
DIVISION 8 DOORS AND WINDOWS
INTERIOR WOOD BEARING WALLS IN BASEMENT TO BE 2" X 4" AT 16" OC ON 6 MILPOLYETHYLENE AND ANCHORED SECURELY THROUGH ASHLAR COURSE TO CONCRETE
FOOTING WITH 3/8" DIAMETER BOLTS AT 7'-0" OC. EXTERIOR STUDS TO BE 2" X 6" AT 16" OCAND INTERIOR WOOD STUD FIRST FLOOR TO BE 2" X 4" AT 16" OC. EXTERIOR AND INTERIOR
WOOD STUD WALLS TO BE 2" X 4" AT 16" OC. INTERIOR WOOD STUD WALLS AT BASEMENTPERIMETER TO BE 2" X 4" AT 16" OC.
ALL NON-LOADBEARING WOOD STUD WALLS TO BE 2" X 4" AT 16" OC. PROVIDE RIBBON
BOARDS MINIMUM 1" X 4" EACH SIDE OF STEEL BEAM FOR LATERAL SUPPORT.
JOISTS TO HAVE A MINIMUM 1 1/2" END BEARING WHEREAS WOOD BEAMS TO HAVE MINIMUM3 5/8" END BEARING. JOISTS FRAMED INTO THE SIDE OF WOOD BEAMS TO BE SUPPORTED
ON METAL JOISTS HANGERS. JOIST HANGERS ARE ALSO REQUIRED WHERE HEADERS,TRIMMERS AND DOUBLE JOISTS FRAME INTO THE SIDE OF OTHER MEMBERS. HEADER JOISTS
TO BE DOUBLED WHERE THEY EXCEED 4'-0" IN LENGTH. HEADER JOISTS EXCEEDING 10'-8" INLENGTH TO BE DETERMINED BY CALCULATION. TRIMMER JOISTS TO BE DOUBLED WHEN
LENGTH OF HEADER JOISTS EXCEED 2'-8". WHEN HEADER JOIST LENGTH EXCEEDS 6'-8" THESIZE OF TRIMMER JOISTS TO BE DETERMINED BY CALCULATION. PROVIDE FRAMING OR SOLID
BLOCKING AS REQUIRED FOR PROPER LOAD TRANSFER OF POINT LOADS FROM ABOVE.
PROVIDE DOUBLE JOISTS UNDER ALL NON-LOADBEARING PARTITIONS OVER 6'-0" IN LENGTHPARALLEL TO FLOOR JOIST. WHEN SUCH PARTITIONS CONTAIN NO FULL HEIGHT OPENINGS
THE JOISTS DO NOT NEED TO BE DOUBLED. DOUBLE JOISTS CAN BE SEPARATED BYMAXIMUM 8" APART BY USING 2" X 4" SOLID WOOD BLOCKING AT 4'-0" OC. CANTILEVERED
FLOOR JOIST SUPPORTING ROOF LOADS HAVE TO EXTEND INWARD AWAY FROM THECANTILEVERED SUPPORT FOR A DISTANCE EQUAL TO AT LEAST 6 TIMES THE LENGTH OF THE
CANTILEVER. JOISTS AND BEAMS TO BE STAGGERED MINIMUM 4" AT PARTY WALL.
ALL BRIDGING TO BE 2" X 2" WOOD CROSS BRACING OR SOLID WOOD BLOCKING AT 6'-10" OC.WHERE CLEAR SPAN OF FLOOR JOIST IS WITHIN 18" OF MAXIMUM SPAN PERMITTED PROVIDE
BRIDGING AT 4'-0" OC.
TYPICAL FLOOR CONSTRUCTION TO CONSIST OF FINISHED FLOORING ON 5/8" TONGUE ANDGROOVE SHEATHING ON WOOD FLOOR JOISTS AS INDICATED ON DRAWINGS. PROVIDE
MORTAR SCRATCH COAT ON SHEATHING AT LOCATIONS WHERE CERAMIC TILE IS USED ONFLOORS.
TYPICAL ROOF CONSTRUCTION TO CONSIST OF 215 LB.. ASPHALT SHINGLES ON 1/2" PLYWOOD
SHEATHING WITH H-CLIP EDGE SUPPORTS ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" OC.
BOTTOM CHORD OF TRUSSES TO BE DESIGNED TO SUPPORT CEILING LOADS. TRUSSMANUFACTURER TO CHECK AND VERIFY THAT ALL LOADING AND STRESSES COMPLY WITH
AND ARE IN ACCORDANCE WITH THE LOCAL CONDITIONS AND REQUIREMENTS. TRUSSMANUFACTURER TO NOTIFY CONSULTANTS OF ANY DISCREPANCIES THAT MAY AFFECT ROOF
LINES AS INDICATED. PROVIDE 2" X 4" TRUSS BRACING AT 7'-0" OC AT BOTTOM CHORD OR ASPER MANUFACTURER'S DESIGN.
INTERIOR STAIRS TO HAVE A MAXIMUM RISE OF 8", A MINIMUM RUN OF 8 1/4", AND A MINIMUM
TREAD WIDTH OF 9 1/4". BASEMENT STAIR TO BE 3'-6" WIDE ROUGH STUD OPENING. STAIRFROM FIRST FLOOR TO SECOND FLOOR TO BE 3'-11" FROM ROUGH STUD FACE TO EXPOSED
FACE OF STRINGER. INTERIOR STAIR HEADROOM TO BE MINIMUM 6'-8" AND EXTERIOR STAIRHEADROOM TO BE MINIMUM 6'-9". ONLY ONE SET OF WINDERS ARE ALLOWED BETWEEN
FLOORS WITH AN INDIVIDUAL WINDER TREAD OF 30 DEGREES AND MAXIMUM TURN OF 90DEGREES. LANDING TO BE AS LONG AS THE STAIR WIDTH.
HANDRAILS WITHIN THE DWELLING UNIT TO BE 2'-8" HIGH ABOVE THE NOSING. GUARDRAILS
WITHIN THE DWELLING UNIT TO BE 3'-0" HIGH ABOVE THE NOSING. EXTERIOR BALCONYGUARDRAILS TO BE 3'-6" HIGH ABOVE FINISHED BALCONY LEVEL. PROVIDE MAXIMUM 4"
SPACE BETWEEN VERTICAL PICKETS AND NO HORIZONTAL MEMBERS BETWEEN 4" OR 3'-0"ABOVE NOSING OR BALCONY LEVEL.
PROVIDE ONE 3/4" THICK X 12" WIDE WOOD SHELF COMPLETE WITH COAT ROD AND BRACKETS
AS REQUIRED AT EACH CLOTHES CLOSET LOCATION. PROVIDE FIVE 3/4" THICK X 18" WIDE WOODSHELVES AT ALL LINEN CLOSET LOCATIONS.
J.B.APR. 2015
SHEET:
DRN BY:
JOB:
DATE:
SCALE:TITLE:CORRIVEAU
CADD
4065 STANLEY AVENIAGARA FALLS, ONTARIO
TEL: (905) 358-5535
PROPOSED TWO STOREY
NIAGARA PINES
DEVELOPMENTS
CH. BY: M.CTEL: (905) 933-3555
GENERAL NOTES N/A
LOCATION:PART 2 (68) FOUR MILE CREEK RD 2015-36ST. DAVIDS, ONTARIO A12
![I.D. No. 1 11/04/2021 RESOLUTION NO. [2868]](https://img.pdfslide.net/doc/110x75/61f2a0091248db29392cab45/id-no-1-11042021-resolution-no-2868.jpg)
