all dimensions on this drawing are to be compared do not ...€¦ · welding to conform to csa...
TRANSCRIPT
GENERAL NOTES
Contractor to verify all dimensions prior to fabriAll dimensions on this drawing are to be comparedto Architectural
Do not scale these drawings.
DESIGN & SYSTEMS
STRUCTURAL & WELDING ENGINEERS
SUITE 251, 2378 HOLLY LANE,
OTTAWA, ON K1V 7P1
+1 (613) 739-7482
I
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S000Drawing No:Revision No:
1
GENERAL NOTESDrawing Name:
Date Modified: Drawing Scale:
17/05/17
14/03/17Date Created:
N. T. S
Project Number:
170224-01
Project Name:
M CON Shop Expansion2150 Richardson Side Rd
Project Architect:
KWC Architects Inc.383 Parkdale Ave. Suite 201
Ottawa, Ontario, K1Y 4R4
Client Name:
M CON Products Inc.2150 Richardson Side Rd
Carp, ON, K0A 1L0
Drawn By: Checked By:
Issued For:
TENDER
D.B. B.K. - E.J.
03/17/2017 D.B.For Permit0Rev Revision
By:DateRevisionNumber
RevisionDescription
CHKBy:
05/25/2017 D.B.For Tender1
E.J.
B.K. - E.J.
GENERAL NOTES
Contractor to verify all dimensions prior to fabriAll dimensions on this drawing are to be comparedto Architectural
Do not scale these drawings.
DESIGN & SYSTEMS
STRUCTURAL & WELDING ENGINEERS
SUITE 251, 2378 HOLLY LANE,
OTTAWA, ON K1V 7P1
+1 (613) 739-7482
I
N
O
X
T
E
M
P
.
2
0
C
0
1
2
3
4
5
6
7
8
9
1
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1
1
1
2
1
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S200Drawing No:Revision No:
1
Phase 2 ExpansionFoundation Plan
Drawing Name:
Date Modified: Drawing Scale:
24/05/17
28/02/17Date Created:
N. T. S
Project Number:
170224-01
Project Name:
M CON Shop Expansion2150 Richardson Side Rd
Project Architect:
KWC Architects Inc.383 Parkdale Ave. Suite 201
Ottawa, Ontario, K1Y 4R4
Client Name:
M CON Products Inc.2150 Richardson Side Rd
Carp, ON, K0A 1L0
Drawn By: Checked By:
Cy
1d
C
D
Dx
2
1
1'1a1b1c
PLAN @ 100'-0 - Top of Slab on Grade
Scale: 1:108
Cy Cy
C C
D D
Dx Dx
2
2
1
1
1'
1'
1a
1a
PLAN @ 100'-0 Existing Foundation
Scale: 1:108
100'-0"
95'-0"
1d
W2 - WALL SECTION & SLAB DETAIL
Cy C
100'-0"
95'-0"
W1 - WALL SECTION
P1 - TYPICAL PIER DETAIL
Cy
95'-0"
100'-0"
C
P1 - PIER SECTION
1a
ExP1 - Detail -Existing Pier Reinforcement
95'-0"
F1a - F1a
Scale: 1:32
1a
ExP1 - Section -Existing Pier Reinforcement
Dx
1a
ExF2 - Existing Footing Reinforcing Detail
D
ExFc
ExFa
ExFa
ExFb
C
1a
ExF1 - Existing Footing Reinforcing Detail
Cy
ExFa
ExFb
ExFa
95'-0"
1a
ExFa - Section -Existing Footing Reinforcement Outside of Pier
95'-0"
1a
ExFb - Section -Existing Footing Reinforcement at Pier Section
95'-0"
Dx
ExFc - Section -Existing Footing Reinforcement at ExF2
D
25'-0
52
'-6
53
'-2
W1 - Refer to Section
W1 - Refer to Section
1'-6
8
F1
P1A
71
'-8
1
2
/
1'-7
W2 - R
efer to S
ection
F1
P1
W1 - Refer to Section
F1
P1
F1
P1
F1
P1
W1 - Refer to Section
F1
P1
25'-0 24'-10
W1 - Refer to Section
F1
P1
F1
P1
ExF2
ExP1
* To be Reinforced
At This Location
* See Details
Existing Foundation Wall
W1 - Refer to Section
ExColumn
* To be removed *
ExF1
ExP1
* To be Reinforced
At This Location
* See Details
Existing Foundation Wall
Existing Foundation Wall
Existing Foundation Wall
22'-4 2'-8 25'-0
1'-4 1'-4
25'-0
85
2'-6
53
'-2
Existing
W
2
4
X
1
1
7
Existing
W
1
2
X
2
6
Existing
W
2
7
X
1
4
6
Existing144"X72
Existing48"X24
25'-0
Existing
W
2
7
X
1
4
6
Existing
W
2
7
X
1
4
6
Existing
W
2
4
X
1
1
7
10
5'-0
4
5'-6
1'-6
Break
Bond
8" Thick
Slab on Grade
c/w
10M @ 10" E.W.
1-10M Dowel
@ 16" o/ c
1-15M Dowel
@ 16" o/ c
3-10M Cont.
10" Thick
Wall
c/w 10M @ 16"
E.W. , E.F.
4
10
6
8
10
1'-6
5'-6
5'-0
1-15M Dowel @ 12" o/ c
10
6
10M @ 16" o/ c
3-10M cont.
4-30M cont.
10M @ 12" o/ c E.W. , E.F.
4-30M cont.
3'-4
6 * 1
3
4
/ dia.
A307 Anchor Bolts
P1
= 2'-0" x 3'-4
c/w
14 - 25M vert.
2-10M ties @ 4" T & B
10M ties @ 12" o/ c intermediate
2'-0
6
2'-8
F1 - Refer to Section
Top of PIER ( P1 )
= 8" Below Slab on Grade
1'-8
P1
= 2'-0" x 3'-4
c/w
14 - 25M vert.
2-10M ties @ 4" T & B
10M ties @ 12" o/ c intermediate
8
6 * 1
3
4
/ dia.
A307 Anchor Bolts
Cast through Pier
into footing below
1'-4
2'-8
4'-0
CLEAN EXISTING CONCRETE
PIER AND APPLY CONCRETE
BONDING.
TYPICAL.
Existing
Pier
Pier Expansion
= 9" x 48
c/w 4 * 25M Vert.
w/ 10M ties @ 12" o/ c intermediate
core & grout into existing pier
( 8" Embedment TYP )
Pier Expansion
= 9" x 48
c/w 4 * 25M Vert.
w/ 10M ties @ 12" o/ c intermediate
core & grout into existing pier
( 8" Embedment TYP )
1'-0 1'-0
3'-6
9 2'-0 9
6'-0
12'-0
Footing "F1"
= 6'-0" x 12'-0" x 1'-8
c/w
9-25M - 5'-6" BUL
10-20M - 11'-6" BLL
15M @ 12" o/ c TOP E.W.
+ Dowels to Match Vert.
Reinforcement
in columns
1'-8
6'-0
Existing
Pier
Existing
Footings
Pier Expansion
= 9" x 48
c/w 4 * 25M Vert.
w/ 10M ties @ 12" o/ c intermediate
core & grout into existing pier
( 8" Embedment TYP )
Pier Expansion
= 9" x 48
c/w 4 * 25M Vert.
w/ 10M ties @ 12" o/ c intermediate
core & grout into existing pier
( 8" Embedment TYP )
CLEAN EXISTING CONCRETE
PIER AND APPLY CONCRETE
BONDING.
TYPICAL.
3'-0
7'-4
6'-0
5'-8
12
'-0
10
'-0
TOP = 15M at 12"o/ ccore & grout intoexisting pier 10" Embedment
Bottom = 10M at 12" o/ ccore & grout intoexisting footing8" embedment
4'-4
1'-0
3'-0
8
1'-0
New Concrete
Cover
8 2 * 20M BLL E.S.of Footing
1 * 30M BUL E.S.
of Footing
Existing
Pier
Existing
Footing
7'-4
3'-0
8 6'-0 8
New Concrete
Cover
Existing
Footing
3'-0
6'-0
6'-0
12
'-0
TOP = 15M at 12"o/ ccore & grout intoexisting pier 10" Embedment
Bottom = 10M at 12" o/ ccore & grout intoexisting footing8" embedment
1 * 30M BUL E.S.
of Footing
Existing
Pier
2'-4
1'-8
8
7'-4
8 6'-0 8
3'-0 3'-0
10M @ 12" o/ c
10M @ 12" o/ c
15M @ 12" o/ c
outside of Pier
New 8
Concrete
Cover w/
Reinforcing
10M @ 12" o/ c
core & grout into
existing Footing
8" Embedment
1 * 30M BUL E.S.
of Footing
Existing
Footing
3'-0
6'-0
7'-4
25M Dowels to Match
Pier Reinforcement
( 12" Embedment in
existing footing )
Core & Grout
3'-0
8
2'-4
15M @ 12" o/ c
Core & grout into
existing Pier
( 10" Embedment )
10M @ 12" o/ c
8
1'-8
8
CLEAN EXISTING CONCRETE
FOOTING AND APPLY CONCRETE
BONDING.
TYPICAL.
10M @ 12" o/ c
core & grout into
existing Footing
8" Embedment
1 * 30M BUL E.S.
of Footing
New 8
Concrete
Cover w/
Reinforcing
Existing
Footing
10M @ 12" o/ c
5'-8
10'-01'-0
New 8
Concrete
Cover w/
Reinforcing
10M @ 12" o/ c
core & grout into
existing Footing
8" Embedment
2 * 20M BLL E.S.
of Footing
4'-4
1'-0
1'-8
8
15M @ 12" o/ c
Core & grout into
existing Pier
10" Embedment
Existing
Footing
Issued For:
TENDER
D.B. B.K. - E.J.
03/17/2017 D.B.For Permit0Rev Revision
By:DateRevisionNumber
RevisionDescription
CHKBy:
05/25/2017 D.B.For Tender1
E.J.
B.K. - E.J.
GENERAL NOTES
Contractor to verify all dimensions prior to fabriAll dimensions on this drawing are to be comparedto Architectural
Do not scale these drawings.
DESIGN & SYSTEMS
STRUCTURAL & WELDING ENGINEERS
SUITE 251, 2378 HOLLY LANE,
OTTAWA, ON K1V 7P1
+1 (613) 739-7482
I
N
O
X
T
E
M
P
.
2
0
C
0
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
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5
4
3
2
1
0
S201Drawing No:Revision No:
1
Phase 2 ExpansionAnchor Bolt Layout
Drawing Name:
Date Modified: Drawing Scale:
25/05/17
14/03/17Date Created:
N. T. S
Project Number:
170224-01
Project Name:
M CON Shop Expansion2150 Richardson Side Rd
Project Architect:
KWC Architects Inc.383 Parkdale Ave. Suite 201
Ottawa, Ontario, K1Y 4R4
Client Name:
M CON Products Inc.2150 Richardson Side Rd
Carp, ON, K0A 1L0
Drawn By: Checked By:
Cy
A
A
C
1c
DETAIL - BP1
100'-0"
95'-0"
A - A
Cy Cy
C
C
D
D
Dx Dx
2
2
1
1
1'
1'
1a
1a
1b
1b
1c
1c
1d
1d
PLAN @ 100'-0
DET. J
DET. D
DET. I
DET. H
DET. E
DET. BP1
DET. G
DET. C
DET. F
D
Dx
1a
DETAIL C - TYPICAL BASE PLATE DETAIL
Cy
C
1d
DETAIL D
Cy
C
1b
DETAIL E
Cy
C
1'
DETAIL F
D
Dx
1'
DETAIL G
D
Dx
1b
DETAIL H
D
Dx
1c
DETAIL I
D
Dx
1d
DETAIL J
1
5
16
/
1'-0
88
6 6
6 * 1
3
4
/
Bolts
PL1
1
2
/ "X18
X 35 " Long
W
2
7
X
1
6
1
4
4'-0
1
2
/
5
Top of Pier = 6" below grade.
Grout = 1"
u/s of Base Plate = 5" Below grade.
Extend Anchor Bolts into Footing.
Total anchor bolt embedment 4'-0
1
2
/
Typical all new base plates.
+99'-7"- u/ s of Base Plate ( TYP )
24'-9 25'-0 25'-0 22'-4 2'-8 25'-0
53'-2
852'-6
W
2
7
X
1
6
1
C
1
2
X
2
0
.
7
C
1
2
X
2
0
.
7
W
2
7
X
1
6
1
Mom
ent F
ram
e 'A
'
Brace Frame above
W
2
7
X
1
6
1
W
2
7
X
1
6
1
Brace Frame above
W
2
7
X
1
6
1
W
2
7
X
1
6
1
Mom
ent F
ram
e 'A
'
Mom
ent F
ram
e 'A
'
Footing
Existin
g
W
2
7
X
1
4
6
*
T
o
R
e
m
a
i
n
*
Existin
g
W
2
4
X
1
1
7
*
T
o
R
e
m
a
i
n
*
E
x
i
s
t
i
n
g
W
1
2
X
2
6
*
T
o
b
e
r
e
m
o
v
e
d
*
E
x
i
s
t
i
n
g
W
2
7
X
1
4
6
*
T
o
b
e
r
e
i
n
f
o
r
c
e
d
*
R
e
f
:
D
e
t
a
i
l
'
C
'
/
S
2
0
1
W
2
7
X
1
6
1
Mom
ent F
ram
e 'C
'
Mom
ent F
ram
e 'B
'
E
x
i
s
t
i
n
g
W
2
7
X
1
4
6
*
T
o
b
e
r
e
i
n
f
o
r
c
e
d
*
R
e
f
:
D
e
t
a
i
l
'
C
'
/
S
2
0
1
Existin
g
W
2
7
X
1
4
6
*
T
o
R
e
m
a
i
n
*
Existin
g
W
2
4
X
1
1
7
*
T
o
R
e
m
a
i
n
*
FL1"X10
X 1'-1
1
4
/ long
To be welded to existing
Exiting Base Plate
& Existing Column
As well as new 1
1
2
/ Plate
PL1
1
2
/ "X9
X 2'-11 long
To be welded to existing
Exiting Base Plate
FL1"X10
X 2'-1
3
8
/ long
To be welded to existing
Exiting Base Plate
& Existing Column
As well as new 1
1
2
/ Plate
FL1"X10
X 1'-1
1
4
/ long
To be welded to existing
Exiting Base Plate
& Existing Column
As well as new 1
1
2
/ Plate
FL1"X10
X 2'-1
3
8
/ long
To be welded to existing
Exiting Base Plate
& Existing Column
As well as new 1
1
2
/ Plate
FL1"X10
X 1'-1
1
4
/ long
To be welded to existing
Exiting Base Plate
& Existing Column
As well as new 1
1
2
/ Plate
PL1
1
2
/ "X9
X 2'-11 long
To be welded to existing
Exiting Base Plate
1
1
2
/
Bolt to be added
FL1"X10
X 1'-1
1
4
/ long
To be welded to existing
Exiting Base Plate
& Existing Column
As well as new 1
1
2
/ Plate
1'-0
6 6
88
1
5
16
/
A
A
6 * 1
3
4
/
Bolts
PL1
1
2
/ "X18
X 35 " Long
W
2
7
X
1
6
1
6 6
1'-0
88
1
5
16
/
A
A
PL1
1
2
/ "X18
X 35 " Long
6 * 1
3
4
/
Bolts
W
2
7
X
1
6
1
1'-0
6 6
88
1
5
16
/
A
A
W
2
7
X
1
6
1
6 * 1
3
4
/
Bolts
PL1
1
2
/ "X18
X 35 " Long
1'-0
6 6
8
7
16
/7
9
16
/
1
4
/
A
A
6 * 1
3
4
/
Bolts
PL1
1
2
/ "X18
X 35 " Long
W
2
7
X
1
6
1
1'-4
88
6 6
1'-0
W
2
7
X
1
6
1
6 * 1
3
4
/
Bolts
PL1
1
2
/ "X18
X 35 " Long
A
A
6 * 1
3
4
/
Bolts
W
2
7
X
1
6
1
PL1
1
2
/ "X18
X 35 " Long
A
A
1'-0
6 6
1'-4
88
PL1
1
2
/ "X18
X 35 " Long
W
2
7
X
1
6
1
6 * 1
3
4
/
Bolts
A
A
Issued For:
TENDER
D.B. B.K. - E.J.
03/17/2017 D.B.For Permit0Rev Revision
By:DateRevisionNumber
RevisionDescription
CHKBy:
05/25/2017 D.B.For Tender1
E.J.
B.K. - E.J.
GENERAL NOTES
Contractor to verify all dimensions prior to fabriAll dimensions on this drawing are to be comparedto Architectural
Do not scale these drawings.
DESIGN & SYSTEMS
STRUCTURAL & WELDING ENGINEERS
SUITE 251, 2378 HOLLY LANE,
OTTAWA, ON K1V 7P1
+1 (613) 739-7482
I
N
O
X
T
E
M
P
.
2
0
C
0
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
c
m
in
c
h
6
5
4
3
2
1
0
S202Drawing No:Revision No:
1
Phase 2 ExpansionPlan at Crane beam& Roof Steel Layout
Drawing Name:
Date Modified: Drawing Scale:
25/05/17
14/03/17Date Created:
N. T. S
Project Number:
170224-01
Project Name:
M CON Shop Expansion2150 Richardson Side Rd
Project Architect:
KWC Architects Inc.383 Parkdale Ave. Suite 201
Ottawa, Ontario, K1Y 4R4
Client Name:
M CON Products Inc.2150 Richardson Side Rd
Carp, ON, K0A 1L0
Drawn By: Checked By:
Cy Cy
C
C
D
D
Dx Dx
2
2
1
1
1'
1'
1a
1a
1b
1b
1c
1c
1d
1d
PLAN @ 136'-5
3
4
/ ( Top of New Steel ) ( Phase 2 )
Cy Cy
C
C
D
D
Dx Dx
2
2
1
1
1'
1'
1a
1a
1b
1b
1c
1c
1d
1d
PLAN AT +26'-10
1
2
/ ( u.s. of Crane beam ) ( Phase 2 )
Denotes moment connection.
Refer to Elevations for Moment forces.
W24X62
C
1
2
X
2
0
.
7
W24X
62
36" O
WS
J
36" O
WS
J
36" O
WS
J
36" O
WS
J
Bridging
L3-
1
2
/ X3-
1
2
/ X
1
4
/
W24X62
W21X
44
Bridging
Bridging
Roof Opening.
Refer to Architectural.
Coordinate location.
C6X10.5
C6X10.5
W24X62
C
1
2
X
2
0
.
7
L3-
1
2
/X
3-
1
2
/X
1
4
/
36" O
WS
J
36" O
WS
J
36" O
WS
J
36" O
WS
J
36" O
WS
J
36" O
WS
J
36" Deep OWSJ @ 5'-0" c/ c MAX ( TYP )
Top of Joist = 136'-5
3
4
/
OR
36'-5
3
4
/ above Slab on Grade
W
1
2
X
6
5
W24X62
W24X
62
W24X62
W24X62
W
1
2
X
8
7
36" O
WS
J
36" O
WS
J
36" O
WS
J
36" O
WS
J
36" O
WS
J
36" O
WS
J
W24X62
W
1
2
X
9
6
L3-
1
2
/X
3-
1
2
/X
1
4
/
W21X
44
W24X
62
W24X62
L3-
1
2
/ X3-
1
2
/ X
1
4
/
Denotes moment connection.
Refer to Elevations for Moment forces.
Exist
ing30K
W
2
7
X
1
6
1
-
B
e
l
o
w
W
1
2
X
6
5
-
A
b
o
v
e
W
2
7
X
1
6
1
-
B
e
l
o
w
W
1
2
X
6
5
-
A
b
o
v
e
W21X68
W
2
7
X
1
6
1
-
B
e
l
o
w
HSS6X6X
5
16
/
W
2
7
X
1
6
1
W21X68
W
1
2
X
6
5
-
A
b
o
v
e
HSS6X6X
5
16
/HSS6X6X
5
16
/
W
2
7
X
1
6
1
W
2
7
X
1
6
1
W
2
7
X
1
6
1
HSS6X6X
5
16
/
ExistingW21X62
Existing
W
2
7
X
1
4
6
Existing
W
1
2
X
2
6
T
o
b
e
r
e
m
o
v
e
d
Existing
W
2
7
X
1
4
6
W
1
2
X
9
6
E
x
i
s
t
i
n
g
O
W
S
J
'
s
Existing OWSJ's ( This bay )
to be moved to reinforce
the remaining OWSJ
ExistingW21X62
Existing
W
2
7
X
1
4
6
Existing
W
2
7
X
1
4
6
E
x
i
s
t
i
n
g
O
W
S
J
'
s
t
o
R
e
m
a
i
n
Existing
W
2
4
X
1
1
7
Existing
W
2
4
X
1
1
7
PHASE 2 ROOF DECKING
20 GAUGE 1.5"X6" STEEL DECK
FASTEN STEEL DECK TO SUPPORTING STEEL FRAMING USING HILTI
X-HSN-24 FASTENERS WITH A 36/4 PATTERN (INTERIOR)
PERIMETER FASTENERS @ 6" O/C
SIDE LAP SCREWS HILTI S-SLC @ 12" O/C
PERIMETER ANGLE (L3.5X3.5X1/4) *TO BE WELDED CONTINUOUS
Issued For:
TENDER
D.B. B.K. - E.J.
03/17/2017 D.B.For Permit0Rev Revision
By:DateRevisionNumber
RevisionDescription
CHKBy:
05/25/2017 D.B.For Tender1
E.J.
B.K. - E.J.
GENERAL NOTES
Contractor to verify all dimensions prior to fabriAll dimensions on this drawing are to be comparedto Architectural
Do not scale these drawings.
DESIGN & SYSTEMS
STRUCTURAL & WELDING ENGINEERS
SUITE 251, 2378 HOLLY LANE,
OTTAWA, ON K1V 7P1
+1 (613) 739-7482
I
N
O
X
T
E
M
P
.
2
0
C
0
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
c
m
in
c
h
6
5
4
3
2
1
0
S203Drawing No:Revision No:
1
Phase 2 ExpansionElevation at Grid '1d'Elevation at Grid '1c'
Drawing Name:
Date Modified: Drawing Scale:
25/05/17
14/03/17Date Created:
N. T. S
Project Number:
170224-01
Project Name:
M CON Shop Expansion2150 Richardson Side Rd
Project Architect:
KWC Architects Inc.383 Parkdale Ave. Suite 201
Ottawa, Ontario, K1Y 4R4
Client Name:
M CON Products Inc.2150 Richardson Side Rd
Carp, ON, K0A 1L0
Drawn By: Checked By:
Cy
36'-5"3/4
29'-5"3/4
26'-10"7/16
119'-10"7/16
100'-0"
C
D
Dx
ELEVATION ON GRID 1c
Cy
36'-5"3/4
29'-5"3/4
26'-10"7/16
119'-10"7/16
100'-0"
C
D
Dx
ELEVATION ON GRID 1d
29'-5"3/4 29'-5"3/4
26'-10"7/16 26'-10"7/16
D
D
Dx
Dx
DETAIL A / S203
Crane Beam Support Detail
@ Grid 'D' - '1d' & '1c'
29'-5"3/4 29'-5"3/4
26'-10"7/16 26'-10"7/16
Cy
Cy
C
C
DETAIL B / S203
Crane Beam Support Detail
@ Grid 'C' - '1d' & '1c'
C15X33.9
W21X68
Mf = 430 kN-m
DET. A
Similar
Mc = 254 kN-m x 1.5
Mc = 341 kN-m x 1.5
W12X
65
L3-
1
2
/ X3-
1
2
/ X
1
4
/
Mf = 470 kN-m
DET. B
Similar
Mc = 367 kN-m x 1.5
P-3606
L3-
1
2
/ X3-
1
2
/ X
1
4
/
P-3606
54'-11
1
2
/
53'-9
9'-4
5
16
/
50'-0
W12X
65
27
'-1
7
16
/
23'-3
15
16
/
DET. A
Mf = 430 kN-m
Mc = 254 kN-m x 1.5
C12X
20.7
- D
oor F
ram
e S
upport C
hannel
Coordinate location w
ith door supplier
Secure to R
oof beam
above and foundation w
all below
W27X
161
6
Mc = 341 kN-m x 1.5
W21X44
27
'-1
7
16
/
28
'-1
1
7'-1
15
16
/
DET. B
Mf = 470 kN-m
C12X
20.7
- D
oor F
ram
e S
upport C
hannel
Coordinate location w
ith door supplier
Secure to R
oof beam
above and foundation w
all below
W27X
161
8
1
2
/
Mc = 367 kN-m x 1.5
+127'-1
7
16
/
+128'-11
PL
1
2
/ "X14 - Cap Plate
Mc = 254 kN-m x 1.5
W27X
161
W12X
65
HSS6X6X
3
8
/
Girt
C15X33.9
W21X68
1'-5
+127'-1
7
16
/
+128'-11
2* FL
5
8
/ "X6
1
2
/ - Stiffeners
2* FL
5
8
/ "X6
1
2
/ - Stiffeners
W21X68
C15X33.9
HSS6X6X
3
8
/
W12X35
Issued For:
TENDER
D.B. B.K. - E.J.
03/17/2017 D.B.For Permit0Rev Revision
By:DateRevisionNumber
RevisionDescription
CHKBy:
05/25/2017 D.B.For Tender1
E.J.
B.K. - E.J.
GENERAL NOTES
Contractor to verify all dimensions prior to fabriAll dimensions on this drawing are to be comparedto Architectural
Do not scale these drawings.
DESIGN & SYSTEMS
STRUCTURAL & WELDING ENGINEERS
SUITE 251, 2378 HOLLY LANE,
OTTAWA, ON K1V 7P1
+1 (613) 739-7482
I
N
O
X
T
E
M
P
.
2
0
C
0
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
c
m
in
c
h
6
5
4
3
2
1
0
S204Drawing No:Revision No:
1
Phase 2 ExpansionElevation at Grid 'C'Elevation at Grid 'D'
Drawing Name:
Date Modified: Drawing Scale:
25/05/17
14/03/17Date Created:
N. T. S
Project Number:
170224-01
Project Name:
M CON Shop Expansion2150 Richardson Side Rd
Project Architect:
KWC Architects Inc.383 Parkdale Ave. Suite 201
Ottawa, Ontario, K1Y 4R4
Client Name:
M CON Products Inc.2150 Richardson Side Rd
Carp, ON, K0A 1L0
Drawn By: Checked By:
36'-5"3/4
29'-5"3/4
100'-0"
95'-0"
ELEVATION ON GRID C
1b1c1d 211'1a
36'-5"3/4
29'-5"3/4
26'-10"7/16
119'-10"7/16
100'-0"
95'-0"
ELEVATION ON GRID D
1b1c1d 211'1a
25'-0
HSS6X6X
5
16
/
W12X35
26
'-1
0
1
2
/
24'-9
W12X35
H
S
S
6
X
6
X
5
1
6
/
C
f
=
2
2
5
k
N
T
f
=
2
2
5
k
N
5'-0
10"X57
HSS6X6X
5
16
/
W27X
161
4
W24X62
W21X68
25'-0
W27X
161
W27X
161
HSS6X6X
5
16
/
AF = 290 kN
H
S
S
6
X
6
X
5
1
6
/
C
f
=
2
2
5
k
N
T
f
=
2
2
5
k
N
H
S
S
6
X
6
X
5
1
6
/
C
f
=
2
2
5
k
N
T
f
=
2
2
5
k
N
H
S
S
6
X
6
X
5
1
6
/
C
f
=
2
2
5
k
N
T
f
=
2
2
5
k
N
W24X62
H
S
S
6
X
6
X
5
1
6
/
H
S
S
6
X
6
X
5 1
6
/
C
f
=
2
1
0
k
N
T
f
=
2
1
0
k
N
22'-4
29
'-5
3
4
/
34
'-2
26
'-1
0
7
16
/7
'-3
9
16
/
W12X
96
Exist
ingW
12X
53
ExistingW21X55
ExistingW18X55
Exist
ingW
12X
53
Exist
ingW
24X
117
Exist
ingW
24X
117
HSS6X6X
3
8
/
AF = 290 kN
21
'-7
5
16
/
To
T
op
o
f E
xistin
g C
ra
ne
B
ea
m
Exist
ingW
27X
146
HSS6X6X
5
16
/
ExistingW21X62
W24X62 W24X62
HSS6X6X
3
8
/
L3-
1
2
/ X3-
1
2
/ X
1
4
/
Existing30K
Existing30K
Existing30K
2'-8 25'-0
5'-1
0
W27X
161
1'-1
1
3
4
/
Existing30K
Existing30K
Existing30K
Existing30K
Existing30K
Existing30K
ExistingW18X55
HSS6X6X
5
16
/
Exist
ingW
10X
33
Exist
ingW
27X
146
ExistingW18X50
ExistingW21X62
ExistingW18X50
H
S
S
6
X
6
X
5 1
6
/
C
f
=
2
2
5
k
N
T
f
=
2
2
5
k
N
HSS6X6X
5
16
/
W27X
161
W24X62
L3-
1
2
/ X3-
1
2
/ X
1
4
/
L3-
1
2
/ X3-
1
2
/ X
1
4
/
HSS6X6X
3
8
/
HSS6X6X
5
16
/
AF = 290 kN
H
S
S
6
X
6
X
5
1
6
/
C
f
=
2
2
5
k
N
T
f
=
2
2
5
k
N
H
S
S
6
X
6
X
5
1
6
/
C
f
=
2
2
5
k
N
T
f
=
2
2
5
k
N
H
S
S
6
X
6
X
5
1
6
/
C
f
=
2
2
5
k
N
T
f
=
2
2
5
k
N
W27X
161
W27X
161
W24X62W24X62
HSS6X6X
3
8
/HSS6X6X
3
8
/
H
S
S
6
X
6
X
5
1
6
/
C
f
=
2
1
0
k
N
T
f
=
2
1
0
k
N
H
S
S
6
X
6
X
5 1
6
/
C
f
=
2
1
0
k
N
T
f
=
2
1
0
k
N
H
S
S
6
X
6
X
5
1
6
/
C
f
=
2
2
5
k
N
T
f
=
2
2
5
k
N
W12X
87
ExistingEXISTING 36" OWSJ
W24X62
HSS6X6X
3
8
/
AF = 290 kN
W27X
161
Exist
ingW
27X
146
Exist
ingW
10X
33
Exist
ingW
27X
146
HSS6X6X
5
16
/
W12X
96
SPLICE EXISTING CRANE RUNWAY BEAM (SLIP CONNECTION)
SPLICE EXISTING CRANE RUNWAY BEAM (SLIP CONNECTION)
Issued For:
TENDER
D.B. B.K. - E.J.
03/17/2017 D.B.For Permit0Rev Revision
By:DateRevisionNumber
RevisionDescription
CHKBy:
05/25/2017 D.B.For Tender1
E.J.
B.K. - E.J.
GENERAL NOTES
Contractor to verify all dimensions prior to fabriAll dimensions on this drawing are to be comparedto Architectural
Do not scale these drawings.
DESIGN & SYSTEMS
STRUCTURAL & WELDING ENGINEERS
SUITE 251, 2378 HOLLY LANE,
OTTAWA, ON K1V 7P1
+1 (613) 739-7482
I
N
O
X
T
E
M
P
.
2
0
C
0
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
c
m
in
c
h
6
5
4
3
2
1
0
S205Drawing No:Revision No:
1
Phase 2 ExpansionElevation at Grid '1b' & '1c'
Elevation at Grid '1''
Drawing Name:
Date Modified: Drawing Scale:
25/05/17
14/03/17Date Created:
N. T. S
Project Number:
170224-01
Project Name:
M CON Shop Expansion2150 Richardson Side Rd
Project Architect:
KWC Architects Inc.383 Parkdale Ave. Suite 201
Ottawa, Ontario, K1Y 4R4
Client Name:
M CON Products Inc.2150 Richardson Side Rd
Carp, ON, K0A 1L0
Drawn By: Checked By:
Cy
36'-5"3/4
29'-5"3/4
26'-10"7/16
119'-10"7/16
100'-0"
C
D
Dx
ELEVATION ON GRID 1b
Cy
36'-5"3/4
29'-5"3/4
26'-10"7/16
119'-10"7/16
100'-0"
CD
Dx
ELEVATION ON GRID 1a
Cy
36'-5"3/4
29'-5"3/4
26'-10"7/16
119'-10"7/16
100'-0"
C
D
Dx
ELEVATION ON GRID 1'
51'-7
Clearance for Crane
2
Crane7
1
2
/Crane
50'-0
Crane
7
1
2
/
Crane2Crane
53'-2
52'-6
Refer to drawing E203
for relevant details
Refer to drawing E203
for relevant details
HSS6X6X
3
8
/
- Girt
HSS6X6X
5
16
/
W27X
161
Mc = 170 kN-m x 1.5
Mc = 430 kN-m
8
C15X33.9
W21X68
W12X
65
W24X62
Mc = 341 kN-m x 1.5
HSS6X6X
5
16
/
- Girt
W27X
161
Mc = 470 kN-m
L3-
1
2
/ X3-
1
2
/ X
1
4
/
Mc = 367 kN-m x 1.5
ExistingW18X55
To Remain
ExistingW21X62
To Remain
Exist
ingW
12X
26
To be R
em
oved
W12X
96
Refer to drawing E203
for relevant details
Mc = 430 kN-m
Mc = 170 kN-m x 1.5
ExistingCurb
To be Removed
ExistingW21X62
To Remain
Exist
ingW
27X
146
To be R
einforced
W24X62
W21X68
Mc = 341 kN-m x 1.5
ExistingW18X50
To Remain ExistingW16X26
To be Removed
Refer to drawing E203
for relevant details
Mc = 470 kN-m
Mc = 254 kN-m x 1.5
W12X
96
Exist
ingW
27X
146
To be R
einforced
Mc = 367 kN-m x 1.5
ExistingW16X26
To be Removed
53'-2
41'-5
3
4
/
52'-6
7'-0
Refer to drawing E203
for relevant details
5'-0
19'-10
7
16
/
W27X
161
W12X
87
ExistingW21X62
Mc = 170 kN-m x 1.5
Mc = 430 kN-m
8
2'-7
5
16
/7'-0
W21X44
ExistingW18X50
W21X68
C15X33.9
Mc = 341 kN-m x 1.5
ExistingW21X62
Mc = 470 kN-m
Refer to drawing E203
for relevant details
ExistingW18X55
Mc = 367 kN-m x 1.5
Issued For:
TENDER
D.B. B.K. - E.J.
03/17/2017 D.B.For Permit0Rev Revision
By:DateRevisionNumber
RevisionDescription
CHKBy:
05/25/2017 D.B.For Tender1
E.J.
B.K. - E.J.
GENERAL NOTES
Contractor to verify all dimensions prior to fabriAll dimensions on this drawing are to be comparedto Architectural
Do not scale these drawings.
DESIGN & SYSTEMS
STRUCTURAL & WELDING ENGINEERS
SUITE 251, 2378 HOLLY LANE,
OTTAWA, ON K1V 7P1
+1 (613) 739-7482
I
N
O
X
T
E
M
P
.
2
0
C
0
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
c
m
in
c
h
6
5
4
3
2
1
0
S206Drawing No:Revision No:
Phase 2 Expansion3D View
Drawing Name:
Date Modified: Drawing Scale:
25/05/17
23/05/17Date Created:
N. T. S
Project Number:
170224-01
Project Name:
M CON Shop Expansion2150 Richardson Side Rd
Project Architect:
KWC Architects Inc.383 Parkdale Ave. Suite 201
Ottawa, Ontario, K1Y 4R4
Client Name:
M CON Products Inc.2150 Richardson Side Rd
Carp, ON, K0A 1L0
Drawn By: Checked By:
Cy
C
D
Dx
1a
1b
3D View @ 100'-0 - Top of Slab on Grade
Scale: 1:60
1c
1d
2
1
1'
Issued For:
TENDER
D.B. B.K. - E.J.
1
03/17/2017 D.B.For Permit0Rev Revision
By:DateRevisionNumber
RevisionDescription
CHKBy:
05/25/2017 D.B.For Tender1
E.J.
B.K. - E.J.
03/17/2017 D.B.For Permit0Rev Revision
By:DateRevisionNumber
RevisionDescription
CHKBy:
GENERAL NOTES
Contractor to verify all dimensions prior to fabriAll dimensions on this drawing are to be comparedto Architectural
Do not scale these drawings.
DESIGN & SYSTEMS
STRUCTURAL & WELDING ENGINEERS
SUITE 251, 2378 HOLLY LANE,
OTTAWA, ON K1V 7P1
+1 (613) 739-7482
I
N
O
X
T
E
M
P
.
2
0
C
0
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
c
m
in
c
h
6
5
4
3
2
1
0
S400Drawing No:Revision No:
1
Phase 4 ExpansionFoundation Plan
New & Existing
Drawing Name:
Date Modified: Drawing Scale:
25/05/17
28/02/17Date Created:
N. T. S
Project Number:
170224-01
Project Name:
M CON Shop Expansion2150 Richardson Side Rd
Project Architect:
KWC Architects Inc.383 Parkdale Ave. Suite 201
Ottawa, Ontario, K1Y 4R4
Client Name:
M CON Products Inc.2150 Richardson Side Rd
Carp, ON, K0A 1L0
Drawn By: Checked By:
11
Bx
16x
16
C
C1
C2
D
E
Ex
1615
14'
14
13
12x
12
By
Bz
15
14'
14
1312x
PLAN @ 100'-0 - Top of Slab on Grade
Scale: 1:108
C
C1
C2
D
E
Ex
16x
16
15
14'
14
13
12x
1211
Bx
By
Bz
PLAN @ 100'-0 Existing Foundation
Scale: 1:108
12x1615
14'
14
13
6'-6
24
'-6
24
'-6
9
1
4
/
25'-0
70
'-8
1
2
/
22'-3
52
'-6
87'-0
1
2
/
25'-0
DET. ExF2
S401
EX-F260"X601'-6 deepTo be Removed
25'-0
14
'-5
1
4
/2
'-0
25'-0
5'-2
6'-6
23
'-4
1
2
/
32'-10
1
2
/
DET. F11
S401
F12
54"X144
1'-8 deep
P1
60"X36
2'-6
P2
24"X24
3'-4
Pier
24"X24
F9
60"X60
Footing
2'-10
DET. F12
S401
EX-F160"X601'-6 deepTo be Removed
EX-F160"X601'-6 deepTo be Removed
F11
153
1
2
/ "X144
1
2
/
2'-0 deep
Please Confirm
if Column is required
At this location
1'-2
1
2
/7
1
2
/
1'-4
16'-8
1
4
/
16'-8
1
4
/
1'-1
1
1
8
/
17
'-1
0
DET. F8
S401
EX-F160"X601'-4 deepTo be Reinforced
P1
60"X36
2'-6
F8
72"X144
1'-8 deep
2'-4 16'-8
1
4
/
EX-F160"X601'-6 deepTo be Removed
EX-F247"X601'-6 deepTo be Removed
F10
72"X144
1'-8 deep
P1
60"X36
2'-6
6
2'-4 16'-8
1
4
/
EX-F247"X601'-4 deepTo be Reinforced
2'-0
1'-2
7
8
/
2'-0
1'-2
7
8
/
DET. F10
S401
EX-F160"X601'-6 deepTo be Removed
1'-3
1
2
/
1'-3
1
2
/
DET. ExF1
S401
22'-3
47
'-4
22'-3
EX-F160"X601'-6 deep
EX-F160"X601'-6 deep
EX-F260"X601'-6 deep
7
1
2
/2
3'-4
1
2
/
25'-0 2'-9
EX-F5144"X721'-8 deep
EX-F5144"X721'-8 deep
EX-F5144"X721'-8 deep
2'-0
3'-2
17
'-1
0
EX-F5144"X721'-8 deep
EX-F3120"X1201'-8 deep
EX-F3120"X1201'-8 deep
2'-4
6
16'-2
1
4
/16'-8
1
4
/1'-4
Footing198"X1201'-8 deep
16'-8
1
4
/
EX-F247"X601'-4 deep
EX-F160"X601'-4 deep
EX-F160"X601'-4 deep
EX-F160"X601'-4 deep
EX-F160"X601'-6 deep
EX-F160"X601'-6 deep
EX-F247"X601'-6 deep
2'-4
6
16'-2
1
4
/
Issued For:
TENDER
D.B. B.K. - E.J.
05/25/2017 D.B.For Tender1
E.J.
B.K. - E.J.
GENERAL NOTES
Contractor to verify all dimensions prior to fabriAll dimensions on this drawing are to be comparedto Architectural
Do not scale these drawings.
DESIGN & SYSTEMS
STRUCTURAL & WELDING ENGINEERS
SUITE 251, 2378 HOLLY LANE,
OTTAWA, ON K1V 7P1
+1 (613) 739-7482
I
N
O
X
T
E
M
P
.
2
0
C
0
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
c
m
in
c
h
6
5
4
3
2
1
0
S401Drawing No:Revision No:
1
Phase 4 ExpansionFoundation Details
Drawing Name:
Date Modified: Drawing Scale:
25/05/17
16/03/17Date Created:
N. T. S
Project Number:
170224-01
Project Name:
M CON Shop Expansion2150 Richardson Side Rd
Project Architect:
KWC Architects Inc.383 Parkdale Ave. Suite 201
Ottawa, Ontario, K1Y 4R4
Client Name:
M CON Products Inc.2150 Richardson Side Rd
Carp, ON, K0A 1L0
Drawn By: Checked By:
13
14
14'
C2
C1
C
13
14
14'
By
F8 - Top of Slab on Grade
Scale: 1:50
16
16x
C2
C1
C
16
By
F10 Existing Foundation
Scale: 1:50
13
14
14'
Ex
E
DETAIL F12
S400
16
16x
Ex
E
DETAIL F11
S400
100'-0"
95'-0"
14'
1413
100'-0"
95'-0"
14'
1413
New to Existing Concrete Pier & Footing Section
Scale: 1:25
B
B
14
14'
Bx
DETAIL ExF2 / S400
S400
B B
16
Bx
DETAIL ExF1 / S400
S400
95'-0"
16
B - B
6
5'-10
3'-1
0
12
'-0
F8
72"X144
1'-8 deep
8'-2
2'-43'-0
P1
60"X36
2'-6 deep
w/
18 * 25M vert.
+ 10M Ties @ 12" c.c
6'-0
2
6'-2
F8 Reinf:
15M @ 12" c.c. Top E.W.
6 * 20M 5'-6" BUL
12 * 20M 11'-6" BLL
12'-0
5'-0
3'-8
7
8
/
6'-0
2'-6
15M @ 12" c.c. Top E.W.
6 * 20M 5'-6" BUL
12 * 20M 11'-6" BLL
F10
72"X144
1'-8 deep
1'-1
1
7
8
/
3'-10
4'-3
P1
60"X36
2'-6 deep
w/
18 * 25M vert.
+ 10M Ties @ 12" c.c
2'-6 3'-2
15M @ 12" c.c. Top E.W.
6 * 20M 4'-0" BUL
15 * 20M 11'-6" BLL
F12
54"X144
1'-8 deep
P1
60"X36
2'-6 deep
w/
18 * 25M vert.
+ 10M Ties @ 12" c.c
6'-6
12'-0
1
2
/
10'-0
12
'-9
1
2
/
16
'-6
P1
60"X36
2'-2 deep
w/
18 * 25M vert.
+ 10M Ties @ 12" c.c
2'-0
1
2
/
10
'-9
P2
24"X24
3'-4 deep
w/
8 * 20M vert.
+ 10M Ties @ 12" c.c
+ 10M Cross Tie @ 12" c/ c
7'-0
1
2
/
15M @ 12" c.c. Top E.W.
6 * 20M 5'-6" BUL
12 * 20M 11'-6" BLL
F11
153
1
2
/ "X144
1
2
/
2'-0 deep
8
5'-10
3'-0 4'-81'-4
20M Dowel into
Existing Footing
( 8" embedment + epoxy )
10M Ties @ 12" c/ c
+ 10M Dowel into Existing Pier
( 8" embedment + Epoxy )
New Concrete to Existing Concrete Dowel Pattern.
All other similar.
8
1'-8
Dowel into Existing Footing
To match vertical reinforcement
in New Pier
( 8" Embedment + Epoxy )
8
3'-0
W12X
30
3'-0
15
16
/
2 6'-0
6'-2
Dowel into footing
to match vertical
reinforcement
6 * 20M 5'-6" BUL
12 * 20M 11'6" BLL
15M @ 12" c/ c
TOP. Each Way.
F8
72"X144
1'-8 deep
18 * 25M Verticals
P1
60"X36
2'-6 deep
92"X92
H
S
S
1
2
X
8
X
1
2/
Existing16"X8
Existing8"X14
Existing8"X56
L5X5X
5
16
/
Existing
W
1
4
X
5
3
Existing26
1
2
/ "X31
Existing47"X60
Existing60"X60
Exist
ing16"X
8
H
S
S
1
2
X
8
X
1
2/
92"X92
Existing8"X14
Existing16"X8
Existing31"X31
Exist
ing8"X
56
Existing8"X56
Exist
ing8"X
14
L5X5X
5
16
/
ExistingHSS3X3X0.313
Existing
W
1
4
X
5
3
1'-4
8
2'-6
1
2
/
2'-6
1
2
/
Issued For:
TENDER
D.B. B.K. - E.J.
03/17/2017 D.B.For Permit0Rev Revision
By:DateRevisionNumber
RevisionDescription
CHKBy:
05/25/2017 D.B.For Tender1
E.J.
B.K. - E.J.
GENERAL NOTES
Contractor to verify all dimensions prior to fabriAll dimensions on this drawing are to be comparedto Architectural
Do not scale these drawings.
DESIGN & SYSTEMS
STRUCTURAL & WELDING ENGINEERS
SUITE 251, 2378 HOLLY LANE,
OTTAWA, ON K1V 7P1
+1 (613) 739-7482
I
N
O
X
T
E
M
P
.
2
0
C
0
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
c
m
in
c
h
6
5
4
3
2
1
0
S402Drawing No:Revision No:
1
Phase 4 ExpansionAnchor Bolt Layout
And Details
Drawing Name:
Date Modified: Drawing Scale:
25/05/17
16/03/17Date Created:
N. T. S
Project Number:
170224-01
Project Name:
M CON Shop Expansion2150 Richardson Side Rd
Project Architect:
KWC Architects Inc.383 Parkdale Ave. Suite 201
Ottawa, Ontario, K1Y 4R4
Client Name:
M CON Products Inc.2150 Richardson Side Rd
Carp, ON, K0A 1L0
Drawn By: Checked By:
A A
C1
14'
14
14'
14
DETAIL BP1 - BASE PLATE DETAIL
C
C1
C2
D
E
Ex
Bx
By
Bz
1615
14'
14
1312x
PLAN @ 100'-0
DET. BP3
DET. BP4
DET. BP2
DET. BP1
C2
14'
14
14'
14
DETAIL BP2 - BASE PLATE DETAIL
16
DETAIL BP4 - BASE PLATE DETAIL
100'-0"100'-0"
95'-0"
14'
14
95'-0"
14'
14
A - A
E E
Ex Ex
14'
14'
14
14
DETAIL BP3 - BASE PLATE DETAIL
1'-6
99
9
1
2
/9
1
2
/
1'-7
6
1
2
/6
1
2
/
54
45
70
'-8
1
2
/
22'-3
47
'-4
H
S
S
1
2
X
8
X
1
2
/
T
o
b
e
a
d
d
e
d
t
o
e
x
i
s
t
i
n
g
W
C
o
l
u
m
n
7
1
2
/2
3'-4
1
2
/2
'-0
3'-2
32'-10
1
2
/
16'-8
1
4
/
W
1
2
X
2
6
6 16'-2
1
4
/
W
2
4
X
1
4
6
1'-4
W
2
4
X
1
4
6
60"X60
C
1
2
X
2
0
.
7
C
1
2
X
2
0
.
7
17
'-1
0
16'-8
1
4
/
W
1
2
X
3
0
W
1
4
X
9
9
W
1
2
X
3
0
16'-2
1
4
/
2'-4 6
2'-0
3'-2
17
'-8
1
8
/1
'-1
1
1
8
/
W
1
4
X
9
9
H
S
S
1
2
X
8
X
1
2
/
T
o
b
e
a
d
d
e
d
t
o
e
x
i
s
t
i
n
g
W
C
o
l
u
m
n
22
2
1
2
/2
1
2
/
Issued For:
TENDER
D.B. B.K. - E.J.
03/17/2017 D.B.For Permit0Rev Revision
By:DateRevisionNumber
RevisionDescription
CHKBy:
05/25/2017 D.B.For Tender1
E.J.
B.K. - E.J.
GENERAL NOTES
Contractor to verify all dimensions prior to fabriAll dimensions on this drawing are to be comparedto Architectural
Do not scale these drawings.
DESIGN & SYSTEMS
STRUCTURAL & WELDING ENGINEERS
SUITE 251, 2378 HOLLY LANE,
OTTAWA, ON K1V 7P1
+1 (613) 739-7482
I
N
O
X
T
E
M
P
.
2
0
C
0
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
c
m
in
c
h
6
5
4
3
2
1
0
S403Drawing No:Revision No:
1
Phase 4 ExpansionLow Roof PlanHigh Roof Plan
Drawing Name:
Date Modified: Drawing Scale:
25/05/17
16/03/17Date Created:
N. T. S
Project Number:
170224-01
Project Name:
M CON Shop Expansion2150 Richardson Side Rd
Project Architect:
KWC Architects Inc.383 Parkdale Ave. Suite 201
Ottawa, Ontario, K1Y 4R4
Client Name:
M CON Products Inc.2150 Richardson Side Rd
Carp, ON, K0A 1L0
Drawn By: Checked By:
C
C1
C2
D
E
Ex
16x
1615
14'
1413
12x
1211
Bx
By
Bz
1615
14'
1413
12x
PLAN @ 134.50' ( Top of OWSJ HP)
C
C1
C2
D
E
Ex
16x
1615
14'
1413
12x
1211
Bx
By
Bz
PLAN @ 122'-6
9
16
/ ( u.s. New Crane Beam ) ( Phase 4 )
12x
1615
14'
1413
Denotes Moment Connection
Refer to Elevation View
W21X
62
W21X
62
W24X76
Denotes Moment Connection
Refer to Elevation View
C
1
2
X
2
0
.
7
W
1
2
X
9
6
W
1
2
X
2
6
C
1
2
X
2
0
.
7
L4X4X
1
4
/
L4X4X
1
4
/
H
S
S
6
X
6
X
1
4/
C12X20.7
W18X
50
H
S
S
1
2
X
8
X
1
2/
W21X
93
W21X
93
H
S
S
1
2
X
8
X
1
2/
W
1
4
X
9
9
W
1
4
X
9
9
W24X84
C12X20.7
Roof Opening.
Refer to Architectural.
Coordinate location.
C6X10.5
C6X10.5
PHASE 4 ROOF DECKING
20 GAUGE 1.5"X6" STEEL DECK
FASTEN STEEL DECK TO SUPPORTING STEEL FRAMING USING HILTI
X-HSN-24 FASTENERS WITH A 36/5 PATTERN (INTERIOR)
PERIMETER FASTENERS @ 6" O/C
SIDE LAP SCREWS HILTI S-SLC @ 6" O/C
PERIMETER ANGLE (L3.5X3.5X1/4) *TO BE WELDED CONTINUOUS
Issued For:
TENDER
D.B. B.K. - E.J.
03/17/2017 D.B.For Permit0Rev Revision
By:DateRevisionNumber
RevisionDescription
CHKBy:
05/25/2017 D.B.For Tender1
E.J.
B.K. - E.J.
GENERAL NOTES
Contractor to verify all dimensions prior to fabriAll dimensions on this drawing are to be comparedto Architectural
Do not scale these drawings.
DESIGN & SYSTEMS
STRUCTURAL & WELDING ENGINEERS
SUITE 251, 2378 HOLLY LANE,
OTTAWA, ON K1V 7P1
+1 (613) 739-7482
I
N
O
X
T
E
M
P
.
2
0
C
0
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
c
m
in
c
h
6
5
4
3
2
1
0
S404Drawing No:Revision No:
1
Phase 4 ExpansionElevation Along Grid 14 & 16
Elevation Along Bx
Drawing Name:
Date Modified: Drawing Scale:
25/05/17
16/03/17Date Created:
N. T. S
Project Number:
170224-01
Project Name:
M CON Shop Expansion2150 Richardson Side Rd
Project Architect:
KWC Architects Inc.383 Parkdale Ave. Suite 201
Ottawa, Ontario, K1Y 4R4
Client Name:
M CON Products Inc.2150 Richardson Side Rd
Carp, ON, K0A 1L0
Drawn By: Checked By:
134.50
129.48
122.80
119.78
100'-0"
95'-0"
1615
14'
14
1312x
ELEVATION ON GRID Bx
134.50
129.48
122.80
119.78
100'-0"
95'-0"
C
C1
C2D
E
Ex
BxByBz
ELEVATION ON GRID 16
134.50
129.48
122.80
119.78
100'-0"
95'-0"
C
C1
C2DE
Ex
BxByBz
ELEVATION ON GRID 14
12
'-1
1
13
16
/
34
'-6
34
'-8
1
16
/
57'-11
1
2
/
2'-4
W21X93
8
2
1
16
/
22'-3
10
19
'-9
3
8
/1
'-1
0
7
8
/
22
'-6
1
4
/
W21X93
92"X
92
HS
S12X
8X
1
2
/
W18X50
92"X
92
HS
S12X
8X
1
2
/
L
5
X
5
X
51
6
/
T
f
=
1
1
0
k
N
L
5
X
5
X
5
1
6
/
T
f
=
1
1
0
k
N
L
5
X
5
X
51
6
/
T
f
=
1
1
0
k
N
L
5
X
5
X
5
1
6
/
T
f
=
1
1
0
k
NL
5
X
5
X
51
6
/
T
f
=
1
1
0
k
N
L
5
X
5
X
51
6
/
T
f
=
1
1
0
k
N
6
16'-2
1
4
/16'-8
1
4
/
23'-7
1
2
/
70'-0
14'-8
7
16
/16'-3
7
16
/7'-3
15
16
/4
9
16
/
22
'-6
9
16
/1
1'-1
1
7
16
/
Mc = 620 kN-m x 1.5
Mc = 465 kN-m x 1.5
Mc = 391 kN-m
W24X76
HSS6X6X
5
16
/
W24X84
C12X20.7
W21X62
W12X
96
W24X
146
W12X
26
C12X
20.7
C12X
20.7
8'-4
9
16
/
Mc = 412 kN-m x 1.5
Mc = 668 kN-m x 1.5
Mc = 391 kN-m
Mc = 700 kN-m x 1.5
WT Cut from W18x50
HS
S12X
8X
1
2
/
W24X76
W21X44
L6X
6X
5
16
/
C12X20.7
W24X84
W8X18
W8X18
W8X18
W8X18
W14X
99
W12X
30
70'-0
73'-2
13
16
/
27
'-6
1
2
/
35
'-2
Mc = 391 kN-m
Mc = 620 kN-m x 1.5
Mc = 465 kN-m x 1.5
W21X62
W24X
146
6'-1
1
1
4
/
W12X
96
Mc = 668 kN-m x 1.5
HS
S12X
8X
1
2
/
W12X
30
W8X18
W8X18
W8X18
W14X
99
Mc = 391 kN-m
Mc = 700 kN-m x 1.5
W24X84
C12X20.7
Modified Ex W21x93
Mc = 412 kN-m x 1.5
Issued For:
TENDER
D.B. B.K. - E.J.
03/17/2017 D.B.For Permit0Rev Revision
By:DateRevisionNumber
RevisionDescription
CHKBy:
05/25/2017 D.B.For Tender1
E.J.
B.K. - E.J.
GENERAL NOTES
Contractor to verify all dimensions prior to fabriAll dimensions on this drawing are to be comparedto Architectural
Do not scale these drawings.
DESIGN & SYSTEMS
STRUCTURAL & WELDING ENGINEERS
SUITE 251, 2378 HOLLY LANE,
OTTAWA, ON K1V 7P1
+1 (613) 739-7482
I
N
O
X
T
E
M
P
.
2
0
C
0
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
c
m
in
c
h
6
5
4
3
2
1
0
S405Drawing No:Revision No:
1
Phase 4 ExpansionElevation Along Grid 'C1'
Elevation Along Grid 'E'
Drawing Name:
Date Modified: Drawing Scale:
25/05/17
16/03/17Date Created:
N. T. S
Project Number:
170224-01
Project Name:
M CON Shop Expansion2150 Richardson Side Rd
Project Architect:
KWC Architects Inc.383 Parkdale Ave. Suite 201
Ottawa, Ontario, K1Y 4R4
Client Name:
M CON Products Inc.2150 Richardson Side Rd
Carp, ON, K0A 1L0
Drawn By: Checked By:
134.50
12x
13
14
14'
15 16
95'-0"
100'-0"
119.78
122.80
129.48
ELEVATION ON GRID C1
134.50
11 12 13
14
15 16
16x
95'-0"
100'-0"
119.78
122.80
129.48
ELEVATION ON GRID E
12x
14'
W21X93
EX-Pier
W12X
30
W21X93
W24X76
W24X84
L6X6X
5
16
/
Tf = 150 kN
L6X6X
5
16
/
Tf = 150 kN
L6X6X
5
16
/
Tf = 150 kN
W12X
30
W18X50
W12X
96
W24X
146
W24X
146
W24X76
HS
S6X
6X
1
4
/
L4X4X
1
4
/
L4X4X
1
4
/
Tf = 120 kN
L4X4X
1
4
/
Tf = 120 kN
L4X4X
1
4
/
Tf = 120 kN
L4X4X
1
4
/
Tf = 120 kN
L4X4X
1
4
/
Tf = 120 kN
H
S
S
6
X
6
X
5
1
6
/
T
f
=
1
2
0
k
N
H
S
S
6
X
6
X
51
6
/
T
f
=
1
2
0
k
N
SLIP CONNECTION BETWEEN NEW AND EXISTING RUNWAY BEAMS TYP.
SLIP CONNECTION BETWEEN NEW AND EXISTING RUNWAY BEAMS TYP.
Issued For:
TENDER
D.B. B.K. - E.J.
03/17/2017 D.B.For Permit0Rev Revision
By:DateRevisionNumber
RevisionDescription
CHKBy:
05/25/2017 D.B.For Tender1
E.J.
B.K. - E.J.
GENERAL NOTES
Contractor to verify all dimensions prior to fabriAll dimensions on this drawing are to be comparedto Architectural
Do not scale these drawings.
DESIGN & SYSTEMS
STRUCTURAL & WELDING ENGINEERS
SUITE 251, 2378 HOLLY LANE,
OTTAWA, ON K1V 7P1
+1 (613) 739-7482
I
N
O
X
T
E
M
P
.
2
0
C
0
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
c
m
in
c
h
6
5
4
3
2
1
0
S406Drawing No:Revision No:
Phase 4 Expansion3D View
Drawing Name:
Date Modified: Drawing Scale:
25/05/17
25/05/17Date Created:
N. T. S
Project Number:
170224-01
Project Name:
M CON Shop Expansion2150 Richardson Side Rd
Project Architect:
KWC Architects Inc.383 Parkdale Ave. Suite 201
Ottawa, Ontario, K1Y 4R4
Client Name:
M CON Products Inc.2150 Richardson Side Rd
Carp, ON, K0A 1L0
Drawn By: Checked By:
C
C1
C2
D
E
Ex
16x
16
15
14'
14
13
12x
12
11
10
Bx
By
12x
3D View @ 100'-0
Bz
16
15
14'
14
13
Issued For:
TENDER
D.B. B.K. - E.J.
1
03/17/2017 D.B.For Permit0Rev Revision
By:DateRevisionNumber
RevisionDescription
CHKBy:
05/25/2017 D.B.For Tender1
E.J.
B.K. - E.J.