All dimensions on this drawing are to be compared Do not ...€¦ · welding to conform to csa...
Transcript of All dimensions on this drawing are to be compared Do not ...€¦ · welding to conform to csa...
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
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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
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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
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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.