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

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

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

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

c

m

in

c

h

6

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.