notes: belled concrete pile schedule … · 5100 5100 pc2 see s4.2 for typical ... -see mech for...

19.40°

11.00°

11.00°11.00°11.00°

11.00°

11.00°

19.40°

7275

6500

4620

20280

7275

6499

4620

20281

ELEVATOR

UP

A

EX

B

EX

C

EX

D

EX

9

EX

8EX

7

EX

6

EX

2

EX

1

EX

D

EX

C

EX

B

EX

A

EX

F F

E E

D

B

A

1 2 3 4 5 6

C

2

S5.1

8

S5.1

G

G

2

S5.2

5

S5.2

4

S5.1

5

S5.1

9

S5.1

1

S5.1

3

S5.2

3

S5.1

125

3819

1600

969

2000

1400

5020

5010

024

6912

5

3975

2325

3360

5455

89

4

S5.2

10

S5.1

3

S5.4

89 6766 3820 5450 6620 623089

8954

5542

15

15.2

°

4.2

1°

26.2

°

1

S5.2

PROVIDE 900x900ISOLATION JOINT AROUNDALL INTERIOR COLUMNS-TYPICAL

125 CONC SLAB ON GRADEREINF w/10M @ 400 o.c. EW MIDT.O.C. EL = 6 000

3x25mm SAWCUT CONTTO BE COMPLETED WITHIN18 HRS OF FINAL TROWELLNG-TYP WHERE INDICATED THUS

EXISTING125 CONC SLAB ON GRADE

T.O.C. EL = 6000

125

4730 2000 3820 2725 2725 3310 3310 3120 3074 125

P5P3 P5 P2 P5 P3 P3 P4P2

P1P1

P6P6P5P6

P2

P2P5

P4

P4

P5

PC1

PC1

PC1

PC1

P4

P2

P4

P2

660

300

PC1

125 125

125

125

7

S5.1

1880

P5 BATT

P5 BATT

P2 BATTP1 B

ATT

P1 BATT

P1 BATTP2 BATT

1850

1160

1490

20802300

1460

3180

P5 BATT

C3 C1D

C4 C4 C4

C4

PC1

C1D

S3.1

2

2

S4.2

3

S4.2

4

S4.2

5

S4.2

DRILL & EPOXY GROUT15M x1200 lg DWLS @ 400 o.c.200 EMBED-PROVIDE 19x19 REGLET& CAULKING AT EXTERIOR

DRILL & EPOXY GROUT15M x1200 lg DWLS @ 400 o.c.

200 EMBED-PROVIDE 19x19 REGLET

& CAULKING AT EXTERIOR

SUMP PITSEE MECH

2000

CONFIRM w/ ARCH

1095

5700 5700 5700 5700 5700 5700 5700 5700 5700

5700

5700

5700

9650

9650

5275527552755275

5275

5275

5700

5700

NEW CONC PILASTER-SIM 4 LOCS

NEW OPENINGIN EXISTINGCONC WALL

250 CONC WALLREINF w/25M @ 300 VIF15M @ 450 VOF15M @ 450 HEF-TYPICAL

P1

9650

1490

405

PE

PE

5700

PE

PE

PE

PE

PE

PEPEPEPEPEPE

PE

P3

P3

500

2000

1340

40°

23.8

°

5100

5100

PC2

SEE S4.2 FOR TYPICALSLAB REPAIR DETAIL-SEE ARCH FOR EXTENT

PC1

9

S5.2

EXISTING 200x600GRADE BEAMTO REMAIN INTACT-DRILL HOLE THRU AS REQ'D-EXISTING PILE TO REMAIN INTACT

EXISTINGCRAWLSPACE

EXISTINGCRAWLSPACE

CONC HOUSEKEEPING PADSREINF w/ 10M @ 300 o.c. EW MID-SEE MECH FOR SIZE AND LOCATION IF REQ'D

125 125

EXISTING PILEU/S BELL EL = 4000

PROVIDE 200 x 75 HIGHCONC CURB UNDERALL PLENUM WALLSREINF w/2-10M HORIZ CONT MID(10M @ 150 o.c. CONT MIDIN 800 WIDE CURB)-CONFIRM LOCATIONS w/ MECH

5700

CU

RB

800

5700

BELLED CONCRETE PILE SCHEDULE

CAPACITY (kN)VERTICAL TIESSHAFTMARK

610P1 10M @ 450 o.c.5 -20M 85

P2 10M @ 450 o.c. 191

1. REFER TO PLANS FOR T.O. PILE ELEVATIONS.

3. PILE DESIGN COMPLETED BASED ON INFORMATION OBTAINED FROM GEOTECHNICAL REPORT No. S12-1589 PRODUCED BY P. MACHIBRODA ENGINEERING LTD., DATED JANUARY 17, 2013.

5. PILES HAVE BEEN "NOTED" ON ONE PLAN ONLY, BUT MAYBE SHOWN ON MORE THAN ONE PLAN.

4. SEE THIS DRAWING FOR PILE MARKS THUS PX. UNDERPINNED BATTERED PILE MARKS INDICATED THUS PX BATT. EXISTING PILE MARKS INDICATED THUS PE.

BELLdia

610

900

2. PILES HAVE BEEN DESIGNED BASED ON 300 kPa END BEARING (MACHINE CLEANED) ON UNDISTURBED SOIL BELOW 4950.

NOTES:

6. PROVIDE 2-20M x 1200 lg DOWELS FROM PILES INTO PILASTERS. PROVIDE 4-20M x 1200 lg DOWELS FROM PILES INTO WALLS. PROVIDE 6-20M x 1200 lg DOWELS FROM PILES INTO PILECAPS.

REINFORCING

P3 10M @ 450 o.c. 2851100

P4 10M @ 450 o.c. 4001300

P5 10M @ 450 o.c. 5301500

P6 10M @ 450 o.c. 6401650

5 -20M

5 -20M

5 -20M

5 -20M

5 -20M

610

610

610

610

610

TOP OF PILE ELEVATION

LEGEND:

XXXX

7. P1 IS AN END BEARING PILE. CLEAN BASE AS PER GEOTECH REPORT.

8. DRILL & CAST PILES ALONG EXISTING BUILDING PRIOR TO EXCAVATION

PILE CUT-OFF

50

@ 1

00 o

c4-

10M

TIE

S

RE

MA

IND

ER

OF

TIE

S

RE

FER

TO

SC

HE

DU

LE F

OR

150

EL 3800

u/s BELL BEARING

60°

DOWELSAS PERNOTES

CONCRETE PILE CAP SCHEDULE:

PC1 750 dia x 600 dpREINF w/10 - 20M VERT4 - 10M TIES

PC2 600 x 3855 x 600 dpREINF w/4 - 25M TOP4 - 15M BOT10M TIES @ 300 o.c.

T.O. PILECAP EL = 5 700

General Design Information:

1. Structural Design conforms to the most current edition of the following codes and standards.

.1 National Building Code of Canada, 2005.

.2 Structural Commentaries (NBC of Canada).

.3 CAN/CSA-S16.1-09, Limit States Design for Steel Structures

.4 CSA-S304.1-04, Masonry Design for Structures (Limit States Design)

.5 CSA-A23.3-04, Design of Concrete Structures

.6 CSA-O86.1-94, Engineering Design in Wood (Limit States Design)

.7 CSA-S136-07, Cold Formed Steel Structural Members

.2 Climatic Design Data

.1 Snow Load Data:Ss = 1.70 kPa

Sr = 0.10 kPa

.2 Hourly Wind Pressures: q1/10 = 0.32 kPa

q1/50 = 0.40 kPa

.3 Refer to Structural Drawings for Design Loads.

.4 Materials

.1 Concrete

Bored Piles, f'c = 32 MPa

Pile Caps & Extensions, Foundation Walls & Grade Beams, f'c = 32 MPa

Grade Supported Slabs, f'c = 25 MPa

Suspended Slabs, Walls, Beams & Columns, f'c = 25 MPa

Housekeeping Pads, f'c = 25 MPa

All Exterior Concrete, f'c = 32 MPa

.2 Steel

.1 Structural steel: to CAN/CSA-G40.20/G40.21-M92; Grade 350W.

.2 Anchor bolts: to CAN/CSA-G40.21-M92; Grade 300W.

.3 Pipe: to ASTM A53, minimum yield strength = 240 MPa.

M.J. GRESS

MEMBER 9506

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ASSOCIATION OF PROFESSIONAL ENGINEERS

OF SASKATCHEWAN

CERT. OF AUTHORIZATION NUMBER C1422

DISCIPLINE SASK. REG. No. SIGNATURE

STRUCTURAL

T: 306.477.0655E: [email protected]

SASKATOON, SASKATCHEWAN3022 LOUISE STREET

S7J 3L8F: 306.477.1995

ENGINEERING LLP

KULLMANROBB

23

5 A

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Sa

ska

toon

, S

KS

7L

1M

73

06.2

44

.510

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21

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All drawings and specifications are the property of and/or

their subconsultants and may be reproduced only with their

written permission. Information shown herein is for use on this

project only. Contractor shall verify and be responsible for site

dimensions and conditions, and inform consultant of any variations that

may occur. Dimensional text shall govern over any scaled dimensions.

15 100510 3020 40 50 60

DRAWING NAME :

PROJECT NUMBER :

PROJECT NAME :

REVISIONS :

NO. DESCRIPTION : DATE :

DRAWN: DATE:

CHECKED:

DRAWING NO. :

SCALE: AS SHOWN

13 / 03 / 15

3/15/13 11:54:29 AM Z:\2012\12-101 Yorkton C.U. Addn\Drawings\Structural\12-101 Yorkton Credit Union Struct.rvt

S2.1

2013/03/15

FOUNDATION PLAN

CORNERSTONECREDIT UNIONEXPANSION

64 BROADWAY ST EASTYORKTON, SK

S. MAISONNEUVE

M. GRESS

12.046 / 12-101

1 : 100S2.1

FOUNDATION PLAN1

NOTES:

1. ALL DIMENSIONS AND CONNECTIONS TO EXISTING TO BE VERIFIED ON SITE PRIOR TO FABRICATION.2. AREA SHADED ON PLAN SHOWS THE EXTENT OF THE EXISTING BUILDING FOUNDATION.3. SEE ARCHITECTURAL FOR ALL PROPERTY LINES. PROVIDE SHORING AS REQ'D.4. SEE DRAWING S4.1 FOR COLUMN SCHEDULE AND BASEPLATE DETAILS.5. SEE ARCHITECTURAL FOR BOLLARD AND GUARDRAIL DETAILS.

1 : 20S2.1

BELLED PILE DETAIL2

1 ISSUED FOR TENDER 2013/03/15

19.40°

11.00°

11.00°11.00°11.00°

11.00°

11.00°

19.40°

7275

6500

4620

20280

7275

6500

4620

20280

UP

A

EX

B

EX

C

EX

D

EX

9

EX

8

EX

7

EX

2

EX

1

EX

D

EX

C

EX

B

EX

A

EX

6

EX

F F

E E

D

B

A

1 2 3 4 5 6

C

2

S5.1

8

S5.1

G

C15

0X12

C15

0X12

W41

0X39

C15

0X12

C15

0X12

C15

0X12

C15

0X12

C15

0X12W

410X

39

C15

0X12

C15

0X12

C150

X12C

150X

12C200

X17

C15

0X12

2

S5.2

C20

0X17

C20

0X17

C25

0X23

C25

0X23

C20

0X17

C15

0X12

C15

0X12

C15

0X12

C15

0X12

11

S5.1

5

S5.2

6766 3820 5450 6620 6230

4215

5455

3975

2325

3360

5455

W36

0X39

(E)

W36

0X39

(E)

W36

0X39

(E)

W36

0X39

(E)

W36

0X39

(E)

W36

0X39

(E)

W360X

39 ( E)

W530X82 (E)

11

S5.3

4

S5.1

5

S5.1

9

S5.1

1

S5.1

3

S5.2

14

S5.1

3

S5.1

13

S5.1

10

S5.3

S3.1

1C2

C2A C2 C2 C2B

C2B

C2BC2C

C2C

C2C

C2C

C2C

C3 C1D

C1DC2

C2A C4 C4 C4 C4

100 CONC SLAB ON38 x 0.76 (MIN) COMPOSITE METAL DECKREINF w/152x152 MW18.7x18.7 WWM MID-ADD 10M x 1200 lg @ 300 o.c. OVER BEAMS ALONG GRIDS B & E.T.O.C. EL = 10 000

W410X74

T.O.S. EL 9800

W410X54

T.O.S. EL 9800

W410X74

T.O.S. EL 9800

W410X74

T.O.S. EL 9800

W410X39

T.O.S. EL 9800

W410X39

T.O.S. EL 9800

W410X39

T.O.S. EL 9800

W410X39

W410X39

W410X39

W530X82 (E)

W530X82 (E)

W20

0X27

(E)

W360X33 (E)

W36

0X33

(E

)

W20

0X27

(E

)

W20

0X27

(E)

C250X23 (E)

T.O.S. EL 10000

C250X23 (E)T.O.S. EL 8000

4

S5.2

10

S5.1

1

S5.4

3

S5.4

500mm dp OWSJ TYP UNO

890 1143 1143 1143 1143 1143 1273 1273 1273 1363 1363 1363 1362 1103 1103 1103 1103 1103 1103 1246 1246 1246 1246 1085

547

S3.14S3.1 6

1

S5.2

C25

0X23

C20

0X17

C2A

C2A

C2BC2C

2000

C2 (E)

C2 (E)

C2 (E)

C2 (E)

C2 (E)

C2 (E)

C2 (E)

C4 (E)

500

1565

2000

650

750

EXISTING EXTERIORLANDING SLAB & PILES

TO BE DEMOLISHED

C2 (E)

[60]

[60]

[60]

[60]

[60]

[45]

[45]

[45]

[45]

[60]

[60]

[60]

[55]

[55]

[55]

[55]

[55]

[55]

[55]

[60]

[60]

[60]

[60]

16

S5.1

[40]

[40]

[40]

[40]

[40]

[45]

[45]

[45]

[45]

[67]

[67]

[67]

[60]

[55]

[50]

[40]

1600

12

S5.1

15

S5.1

650

2350

1900

[60]

[60]

[60]

[40]

[40]

[40]

[40]

150 STRUCTURAL SLABREINF w/15M @ 300 o.c. EW BOTc/w STIFFENED EDGE-SEE ARCH FOR SLOPE

200 W x 200 HCONC CURB

200 W x 200 HCONC CURB

1240 1240 1240 1240

12401240

12401240

1908

14421150

S3.1 3

NEW DOOR OPENINGIN EXIST CONC BLOCK WALL

-SEE ARCH FOR LINTEL

MECHOPNG

MECHOPNG

121.7°

26.2

°

1.3°

15.2

°

4.2

9°

C150X12C150X12

C150X12C150X12

250 W x 1050 HIGHCONC WALLREINF w/15M @ 300 o.c. EW MID

150 STRUCTURAL SLABREINF w/15M @ 300 o.c. EW BOTc/w STIFFENED EDGE-SEE ARCH FOR SLOPE

1800

500

1500

W250X33

T.O.S. EL 9800 EXISTING250 CONC WALL- REMOVE CORBEL TYP

13

S5.3

2095

C1 C1

C1

C1

950 3200 616

300

3000

555

INFILL EXIST OPNG IN FLOORw/ 150 CONC SLAB ON 38 x 0.76COMPOSITE METAL DECK-WELD L76x76x4.8 FULL PERIMETER EXISTING OPENING TO SUPPORT DECK

EX

ISTI

NG

150

CO

NC

SLA

B O

N

76 C

OM

PO

SIT

E M

ETA

L D

EC

K

T.O

.C. E

L =

10 0

00

790

6

S5.1

3665

6

S5.2

15

S5.3

TYP

225

VERIFY T.O.S. ELw/ JOIST SUPPLIERBASED ON TOP CHORDEXTENSION JOIST SEATDEPTH

DRILL & EPOXY GROUT4-15M x 600 lg DWLS

INTO EXSITING150 EMBED

M.J. GRESS

MEMBER 9506

W

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YR. MN. DAY

S

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IS

LAN

A

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OF SASKATCHEWAN



STRUCTURAL



S7J 3L8F: 306.477.1995

ENGINEERING LLP

KULLMANROBB

23

5 A

ve D

No

rth

Sa

ska

toon

, S

KS

7L

1M

73

06.2

44

.510

1

20

2 -

21

11

th S

t E

Pri

nce

Alb

ert

, S

KS

6V

0Z

83

06

.92

2.5

10

1w

ww

.aodbt.com

9506

A1

( 594

x 8

41 )







15 100510 3020 40 50 60

DRAWING NAME :

PROJECT NUMBER :

PROJECT NAME :

REVISIONS :


DRAWN: DATE:

CHECKED:

DRAWING NO. :

SCALE: AS SHOWN

13 / 03 / 15


S2.2

2013/03/15

MAIN FLOOR FRAMINGPLAN



S. MAISONNEUVE

M. GRESS

12.046 / 12-101

1 : 100S2.2

MAIN FLOOR FRAMING PLAN - T.O.S. EL 9 900 UNO1

DESIGN LOADS:

LIVE LOAD = 4.8 kN/m2DEAD LOAD = 1.9 kPa + 1.0 kPa (PARTITION) + 0.25 kPA (M & E)

NOTES:

1. ALL DIMENSIONS AND CONNECTIONS TO EXISTING TO BE VERIFIED ON SITE PRIOR TO FABRICATION.2. AREA SHADED ON PLAN SHOWS THE EXTENT OF THE EXISTING BUILDING MAIN FLOOR.3. SEE DRAWING S2.1 FOR CONCRETE BASEMENT WALLS AND GENERAL DESIGN NOTES.4. SEE DRAWING S4.1 FOR COLUMN SCHEDULE AND BASEPLATE DETAILS.5. SEE ARCHITECTURAL FOR BOLLARD AND GUARDRAIL DETAILS.

LEGEND:

SEE PLAN FOR OWSJ MINIMUM JOIST STIFFNESS VALUE REPRESENTED BY [XX].Ix (MIN) = [XX] x 10 mm

6 4


19.40°

11.00°

11.00°11.00°11.00°

11.00°

11.00°

19.40°

7275

6500

4620

20280

7275

6500

4620

20280

DN

A

EX

B

EX

C

EX

D

EX

9

EX

8

EX

7

EX

2

EX

1

EX

D

EX

C

EX

B

EX

AEX

6

EX

F F

E E

D

B

A

1 2 3 4 5 6

C

3975

2325

3360

5455

G

S3.1

1

W41

0X39

W25

0X33

W41

0X39

W410X39

W410X39

W41

0X39

W410X

39

W410X39

W410X39

W410X39

C150

X12

C15

0X12

C150

X12

C15

0X12

C15

0X12

W41

0X39

C15

0X12

C15

0X12

C15

0X12

C15

0X12

C15

0X12

W41

0X39

C15

0X12

C15

0X12

C15

0X12

C15

0X12

C15

0X12

C20

0X17

C25

0X23

C25

0X23

C25

0X23

C20

0X17

C20

0X17

C15

0X12

C15

0X12

6766 3820 5450 6620 6230

4215

5455

1050 1144 1143 1143 1143 1143 1274 1273 1273 1361 1363 1363 1363 1103 1103 1103 1103 1103 1105 1248 1248 1248 1248 1238

C15

0X12

C15

0X12

W200X27 (E)

W36

0X33

(E

)

W410X39

T.O.S. EL 13800

W250X33

T.O.S. EL 13800

W410X39

T.O.S. EL 13800

W410X60

T.O.S. EL 13800

W410X54

T.O.S. EL 13800

W410X60

T.O.S. EL 13800

W410X74

T.O.S. EL 13800

W410X54

T.O.S. EL 13800

W410X39

T.O.S. EL 13800

W410X74

T.O.S. EL 13800

W410X39

T.O.S. EL 13800

W410X39

T.O.S. EL 13800

W41

0X60

T.O

.S. E

L 138

00

W410X60T.O.S. EL 13800 W410X46

T.O.S. EL 13800

W250X33

T.O.S. EL 13800


C250X23 (E)

T.O.S. EL 12000

W200X27 (E)T.O.S. EL 11850

C250X23 (E)

T.O.S. EL 13850

1

S5.3

2

S5.3

7

S5.2

1

S5.4

3

S5.4

8

S5.3

3

S5.3

4

S5.3

7

S5.3

8

S5.2

S3.14S3.1 6

2

S5.4

VERTICAL BRACING

W41

0X39

W41

0X39

VE

RTI

CA

L B

RA

CIN

G

VE

RTI

CA

L B

RA

CIN

G

W41

0X39

W250X33T.O.S. EL 13800

750

650

2000

1600

547

500

W200X27 (E)

T.O.S. EL 13850

W200X27 (E)T.O.S. EL 13850

W200X27 (E)T.O.S. EL 13850

W200X27 (E)T.O.S. EL 13850 W200X27 (E)T.O.S. EL 13850

W200X27 (E)T.O.S. EL 13850

W200X27 (E)

T.O.S. EL 13850

W36

0X39

(E)

T.O

.S. E

L 1

3850

W36

0X39

(E)

T.O

.S. E

L 1

3850

W36

0X39

(E)

T.O

.S. E

L 1

3850

W36

0X39

(E)

T.O

.S. E

L 1

3850

W36

0X39

(E)

T.O

.S. E

L 1

38

50

W36

0X39

(E)

T.O

.S. E

L 1

38

50 W

360X39 ( E

)

T.O

.S. E

L 1

38

50

W36

0X33

(E)

T.O

.S. E

L 1

3850

W360X33 (E)T.O.S. EL 13850

W20

0X27

(E

)T

.O.S

. E

L 1

385

0 W200X27 (E)T.O.S. EL 13850W

200X

27 (E

)

T.O

.S. E

L 138

50

W360X33 (E)

T.O.S. EL 13850

W530X

82 (E)

T.O

.S. E

L 1

38

50

W20

0X27

(E)

T.O

.S. E

L 1

3850

14

S5.3

9

S5.3

250

FOR CANOPY SEEENLARGED PLAN[6

0]

[60]

[60]

[60]

[60]

[45]

[45]

[45]

[45]

[60]

[60]

[60]

[55]

[55]

[55]

[55]

[55]

[55]

[55]

[60]

[60]

[60]

[60]

[40]

[40]

[40]

[40]

[40]

[45]

[45]

[45]

[45]

[67]

[67]

[67]

[60]

[55]

[50]

[40]

[60]

[60]

[60]

[40]

[40]

[40]

[40]

C5

C5C5

782

MECHOPNG

MECHOPNG

1240 1240 1240 1240

13001240

12401240

177

1908

12071304

12.5

3°

21.0

2°

26.2

°

121.7°

1.72°

C150X12C150X12

C150X12C150X12

421

700

100 CONC SLAB ON38 x 0.76 (MIN) COMPOSITE METAL DECKREINF w/152x152 MW18.7x18.7 WWM MID-ADD 10M x 1200 lg @ 300 o.c. OVER BEAMS ALONG GRIDS B & E.T.O.C. EL = 14 000

EX

ISTI

NG

150

CO

NC

SLA

B O

N

76 C

OM

PO

SIT

E M

ETA

L D

EC

K

T.O

.C. E

L =

14 0

00

2

S2.3

4

S5.4

7

S5.4

5

S5.46

S5.4

C100X8

C100X8

C100X8

1600

1600

1600

1500

C100X8

EXIST CONCBLOCK WALL

15

S5.1

Sim

TYP

146

E

6

14

S5.3

2501675

60°

140°

60°

140°

70°

70°

W41

0X39

T.O

.S. E

L 1

390

0

W41

0X39

T.O

.S. E

L 1

390

0

W200X31

T.O.S. EL 13175

500

dp O

WS

J

T.O

.S. E

L 1

390

0

2160

1925

C2BC2B

1650

CANOPY FRAMEHSS 254x152x6.4 LLV

38 x 0.76 (MIN)COMPOSITEMETAL DECK

HSS102x102x6.4POST HANGER

-4 REQ'D

W410X60

M.J. GRESS

MEMBER 9506

W

NE

A

YR. MN. DAY

S

ASK

P

CT EH

O

S

EF

OR

IS

LAN

A

N

R

G

EE

NI


OF SASKATCHEWAN



STRUCTURAL



S7J 3L8F: 306.477.1995

ENGINEERING LLP

KULLMANROBB

23

5 A

ve D

No

rth

Sa

ska

toon

, S

KS

7L

1M

73

06.2

44

.510

1

20

2 -

21

11

th S

t E

Pri

nce

Alb

ert

, S

KS

6V

0Z

83

06

.92

2.5

10

1w

ww

.aodbt.com

9506

A1

( 594

x 8

41 )







15 100510 3020 40 50 60

DRAWING NAME :

PROJECT NUMBER :

PROJECT NAME :

REVISIONS :


DRAWN: DATE:

CHECKED:

DRAWING NO. :

SCALE: AS SHOWN

13 / 03 / 15


S2.3

2013/03/15

SECOND FLOOR FRAMINGPLAN



S. MAISONNEUVE

M. GRESS

12.046 / 12-101

1 : 100S2.3

SECOND FLOOR FRAMING - T.O.S. EL 13 900 UNO1

DESIGN LOADS:

LIVE LOAD = 4.8 kN/m2DEAD LOAD = 1.9 kPa + 1.0 kPa (PARTITION) + 0.25 kPA (M & E)

NOTES:

1. ALL DIMENSIONS AND CONNECTIONS TO EXISTING TO BE VERIFIED ON SITE PRIOR TO FABRICATION.2. AREA SHADED ON PLAN SHOWS THE EXTENT OF THE EXISTING BUILDING SECOND FLOOR.3. SEE DRAWING S2.1 FOR GENERAL DESIGN INFORMATION.4. SEE DRAWING S2.4 FOR SNOW DRIFT LOAD DIAGRAM AT CANOPY ROOF.5. SEE DRAWING S4.1 FOR COLUMN SCHEDULE AND BASEPLATE DETAILS.6. REFER TO ARCHITECTURAL FOR LOOSE LINTEL SCHEDULE SUPPORTING BRICK MASONRY OVER OPENINGS.

LEGEND:

SEE PLAN FOR OWSJ MINIMUM JOIST STIFFNESS VALUE REPRESENTED BY [XX].Ix (MIN) = [XX] x 10 mm

6 4

1 : 50S2.3

ENLARGED CANOPY PLAN2

NOTE: SEE ROOF FRAMING PLAN FOR SNOW DRIFT LOAD DIAGRAM


7275

6500

4620

20280

7275

6500

4620

20280

19.40°

11.00°

11.00°11.00°11.00°

11.00°

11.00°

19.40°

A

EX

B

EX

C

EX

D

EX

9

EX

8

EX

7

EX

2

EX

1

EX

DEX

C

EX

B

EX

A

EX

6

EX

F F

E E

D

B

A

1 2 3 4 5 6

C

G

S3.1

1

1

S5.3

2

S5.3

10

S5.4

8

S5.4

7

S5.2

1

S5.4

3

S5.4

8

S5.3

3

S5.3

4

S5.3

5

S5.3

7

S5.3

11

S5.4

8

S5.2

S3.14S3.1 6

9

S5.4

W200X27 (E)T.O.S. EL 17846

W36

0X33

(E) T

.O.S

. EL 1

7846

W36

0X33

(E)

T.O

.S. E

L 1

7846

W410X39

T.O.S. EL 17870

W410X39

T.O.S. EL 17870

W250X33

T.O.S. EL 17870

W250X33

T.O.S. EL 17870

W20

0X31

W41

0X39

W410X

39

W310X39

T.O.S. EL 17870

W310X39T.O.S. EL 17870

W310X39

W310X39

W41

0X39

T.O

.S. E

L 178

70

C150

X12

T.O

.S. E

L 1

797

0C

150X

12

C15

0X12

C15

0X12

C15

0X12

W25

0X33

C15

0X12

C250X23

C250X23

C15

0X12

C15

0X12

C15

0X12

W25

0X33

C15

0X12

C15

0X12

C15

0X12

W20

0X31

W25

0X39

W200X31T.O.S. EL 17870

W460X52

T.O.S. EL 17870

C15

0X12

C250X23

W200X27 (E)T.O.S. EL 17455

W200X27 (E)T.O.S. EL 17455

W200X27 (E)T.O.S. EL 17455

W200X27 (E)T.O.S. EL 17455

W200X27 (E)

T.O.S. EL 17455

W200X27 (E)T.O.S. EL 17455

C200X17 (E)T.O.S. EL 17846

C250X23 (E) T.O.S. EL 17846

C20

0X17

(E

)T

.O.S

. E

L 1

784

6

C20

0X17

(E

)T

.O.S

. E

L 1

784

6

C310X31 (E) T.O.S. EL 17846

C20

0X17

(E

)T

.O.S

. E

L 1

784

6

C20

0X17

(E

)T

.O.S

. E

L 1

784

6

C200X17 (E)

T.O.S. EL 17846

W530X82 (E)

T.O.S. EL 17846

W36

0X33

(E)

T.O

.S. E

L 1

7455

W20

0X27

(E)

T.O

.S. E

L 1

7846

W200X27 (E)

T.O.S. EL 17455

C15

0X12

C15

0X12

C15

0X12

C15

0X12

C20

0X17

12

S5.3

VERTICAL BRACING

VE

RTI

CA

L B

RA

CIN

G

VE

RTI

CA

L B

RA

CIN

G

75O 5OO 5OO

3OO

650


6

S5.3

3975

2325

3360

5455

6766 3820 5450 6620 6230

12.5

3°

21.0

2°

26.2

°

450mm dp OWSJ (E)

SLO

PE

DN547

C100X8

C100X8

C100X8

C100X8

5455

4215

CANOPY BELOW

38 x 0.76 (MIN)COMPOSITE METAL DECK

Rf =

50

kN

Rf =

50

kN

997 1197 1197 1688 1688 1910 1910 1817 1817 1816 2207 2207 2206 2078 2076 2076

121.7°

1550 1550 1550 1580

1600

1600

1600

1500

1500750 750

1500

1500650

8501500

MECH CONDENSER SUPPORT FRAME:

-PROVIDE 4 - HSS102x6.4 PIPE POSTS FROM U/S DECK EL 17 970 UP TO T.O. POST EL 18570-PROVIDE HSS102x102x6.4 FULLY WELDED FRAME 4 SIDES OF PERIMETER OF CONDENSER UNIT AT T.O.S. EL 18 672-PROVIDE FULLY WELDED CONNECTION BETWEEN TOP OF POSTS AND U/S FRAME-POSTS AND FRAME TO BE GALVANIZED-CONFIRM DIMS WITH MECH-SEE SNOW DRIFT DIAGRAM

MECH PENTHOUSE OPNG-COORD OPNGS w/ MECH-SEE SNOW DRIFT DIAGRAM

EX

ISTI

NG

CO

MP

OS

ITE

ME

TAL

RO

OF

DE

CK

ELE

V V

AR

IES

C150X12

C150X12

C150X12

C150X12

EXIST CONCBLOCK WALL

TYP

138

3OO

W200X31T.O.S. EL 17870

C150X12

STEEL BEAMAS PER PLAN

C150x12 FRAME

METAL ROOF DECKAS PER PLAN

NOTE:SIZE AND LOCATIONOF FRAMES TO BE VERIFIEDWITH MECH CONTRACTORPRIOR TO CONSTRUCTION

C150x12 FRAME

ST

EE

L B

EA

M O

R J

OIS

T

STE

EL

BE

AM

OR

JO

IST

C150x12 FRAME

METAL ROOF DECKAS PER PLAN

L152x102x6.4BY 150 lg

OPEN WEB STEEL JOISTAS PER PLAN

TYPICAL 4 SIDES MECHANICAL ROOF TOPCONDENSER & PENTHOUSE

36OO

3.7 kPa

1.46 kPa

NEW CANOPY ALONG GRID 6

36OO

6.0 kPa

1.46 kPa

M.J. GRESS

MEMBER 9506

W

NE

A

YR. MN. DAY

S

ASK

P

CT EH

O

S

EF

OR

IS

LAN

A

N

R

G

EE

NI


OF SASKATCHEWAN



STRUCTURAL



S7J 3L8F: 306.477.1995

ENGINEERING LLP

KULLMANROBB

23

5 A

ve D

No

rth

Sa

ska

toon

, S

KS

7L

1M

73

06.2

44

.510

1

20

2 -

21

11

th S

t E

Pri

nce

Alb

ert

, S

KS

6V

0Z

83

06

.92

2.5

10

1w

ww

.aodbt.com

9506

A1

( 594

x 8

41 )







15 100510 3020 40 50 60

DRAWING NAME :

PROJECT NUMBER :

PROJECT NAME :

REVISIONS :


DRAWN: DATE:

CHECKED:

DRAWING NO. :

SCALE: AS SHOWN

13 / 03 / 15


S2.4

2013/03/15

ROOF FRAMING PLAN



S. MAISONNEUVE

M. GRESS

12.046 / 12-101

1 : 100S2.4

ROOF FRAMING PLAN - U/S DECK & T.O.S. EL 17970 UNO1

1 : 10S2.4

TYPICAL ROOF FRAMING DETAIL - MECHANICAL OPENINGS2

FLAT ROOF DESIGN LOADS:

LIVE LOAD = 1.46 kN/m2DEAD LOAD = 1.25 kN/m2NET FACTORED WIND UPLIFT = 0.2 kPa

NOTES:

1. ALL DIMENSIONS AND CONNECTIONS TO EXISTING TO BE VERIFIED ON SITE PRIOR TO FABRICATION.2. AREA SHADED ON PLAN SHOWS THE EXTENT OF THE EXISTING BUILDING ROOF.3. SEE DRAWING S2.1 FOR GENERAL DESIGN INFORMATION.4. SEE DRAWING S4.1 FOR COLUMN SCHEDULE AND BASE PLATE DETAILS.5. REFER TO ARCHITECTURAL FOR LOOSE LINTEL SCHEDULE SUPPORTING BRICK MASONRY OVER OPENINGS.

SNOW DRIFT LOAD DIAGRAMS

& MECHANICAL EQUIPMENT SUPPORT


MAIN FLOOR10000

SECOND FLOOR14000

1 2 3 4 5 6

W410X39 W250X33 W410X39

W410X39 W250X33W410X39

W250X33

W410X54W410X60

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

HS

S127X

127X

6.4

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

W250X33

HSS

127X

127X

4.8

HSS127X127X4.8

U/S DECK17970

6766 3820 5450 6620 6230

500 500950 3200 616 2000 750

12S5.3

Cf = Tf = 200 kN

Hf = 10 kN

Cf =

Tf =

100

kN

Hf =

10

kN

HS

S127X

127X

4.8

HS

S127X

127X

4.8

HS

S127X

127X

4.8

HS

S127X

127X

4.8

PL 130X200X9.5CENTERED ON COL

c/w 2-21 dia x 50 lgSLOTTED HOLES

FOR 2-19 dia THRU BOLTSWELDED TO COL

-TYP 4 LOCS

L102X102X6.4 x 130 lgc/w 2-21 dia x 50 lg

SLOTTED HOLES &DOUBLE NUTTED BOLT

(FREE TO MOVE VERTICALLY)WELDED TO W-BEAM

-TYP 4 LOCS

HSS127X127X6.4 GIRT

HSS127X127X4.8 GIRT

1600

200

100

200

HSS127X127X6.4 GIRT

HSS127X127X4.8 GIRT

VERTICAL SLIPCONNECTION-TYP 4 LOCS

5

S3.1

Sim

5

S3.1

Sim

PL 6.4 STIFFEA SIDE

790

1600

600

PL 6.4 STIFFEA SIDE

6.4TYP

PL 9.5 STIFFEA SIDE UNOAS PER TYPICALDETAIL ON S4.2

MAIN FLOOR10000

SECOND FLOOR14000

T.O. STEEL 1745517455

T.O. STEEL 1845018450

F E C

W410X39 W410X39 W410X39 W410X39 W410X39

HSS

127X

127X

6.4

HSS127X127X6.4

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

U/S DECK17970

750 650 2000 1565 500

5455 4215 2135

HS

S127X

127X

6.4

(E

)

Cf =

Tf =

275

kN

Hf =

10

kN

Cf = Tf = 120 kN

Hf = 10 kN

W410X39W410X39W200X31

CANOPYNOT SHOWNFOR CLARITY

100

300

MAIN FLOOR10000

SECOND FLOOR14000

T.O. STEEL 1845018450

FED

W410X39W250X33W410X39

HS

S127X

127X

6.4

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

HSS127X

127X6.4

HSS

127X

127X

6.4

U/S DECK17970

C150X12

W250X39 W200X31

3360 5455

793

Cf =

Tf =

275

kN

Hf =

10

kN

Cf = Tf = 120 kN

Hf = 10 kN

1600 300 3000 555

16

VERTICAL SLIPCONNECTION-TYP 4 LOCS

HSS127X127X4.8 GIRT

HSS127X127X6.4 GIRT

200

100

HSS127X127X4.8 GIRT

HSS127X127X6.4 GIRT

5

S3.1

5

S3.1

Sim

HS

S127X

127X

4.8

HS

S127X

127X

4.8

HS

S127X

127X

4.8

HS

S127X

127X

4.8

PL 130X200X9.5CENTERED ON COL

c/w 2-21 dia x 50 lgSLOTTED HOLES

FOR 2-19 dia THRU BOLTSWELDED TO COL

-TYP 4 LOCS

L102X102X6.4 x 130 lgc/w 2-21 dia x 50 lg

SLOTTED HOLES &DOUBLE NUTTED BOLT

(FREE TO MOVEVERTICALLY)

WELDED TO W-BEAM-TYP 4 LOCS

PL 6.4 STIFFEA SIDE

1600

600

1600

800

PL 6.4 STIFFEA SIDE

MAIN FLOOR10000

BASEMENT6000

w/ ARCHCONFIRM

2000

SAWCUT NEW DOOROPENING IN EXISTCONC WALL-CONFIRM SIZE & LOCATION WITH ARCH

SAWCUT NEW MECHOPENING IN EXISTCONC WALL-CONFIRM SIZE &LOCATION WITH MECH

MIN

500

2210

MIN

300

NEW CONC PILASTER MAIN FLOOR10000

A

200

CO

NFI

RM

w/ A

RC

H

2210

SAWCUT NEW OPENINGIN EXIST CONC BLOCK WALL

-CONFIRM SIZE &LOCATION WITH ARCH

CONFIRM w/ ARCH

1020

NEW CONC DOORLANDING AS PER PLAN

SEE ARCH FOR STEELANGLE LINTEL

1

214

HSS127X127X6.4 GIRT

L89X89X6.4

EXTERIOR BRICK-SEE ARCH

HSS76x76x6.4@ 600 o.c.

CONT

M.J. GRESS

MEMBER 9506

W

NE

A

YR. MN. DAY

S

ASK

P

CT EH

O

S

EF

OR

IS

LAN

A

N

R

G

EE

NI


OF SASKATCHEWAN



STRUCTURAL



S7J 3L8F: 306.477.1995

ENGINEERING LLP

KULLMANROBB

23

5 A

ve D

No

rth

Sa

ska

toon

, S

KS

7L

1M

73

06.2

44

.510

1

20

2 -

21

11

th S

t E

Pri

nce

Alb

ert

, S

KS

6V

0Z

83

06

.92

2.5

10

1w

ww

.aodbt.com

9506

A1

( 594

x 8

41 )







15 100510 3020 40 50 60

DRAWING NAME :

PROJECT NUMBER :

PROJECT NAME :

REVISIONS :


DRAWN: DATE:

CHECKED:

DRAWING NO. :

SCALE: AS SHOWN

13 / 03 / 15


S3.1

2013/03/15

ELEVATIONS



S. MAISONNEUVE

M. GRESS

12.046 / 12-101

1 : 50S3.1S2.2

VERTICAL BRACING ELEV ALONG GRID F - LOOKING NORTH1

1 : 50S3.1S2.2

VERTICAL BRACING ELEV ALONG GRID 6 - LOOKING WEST4

1 : 50S3.1S2.2

VERTICAL BRACING ELEVATION ALONG GRID 1 - LOOKING EAST6

PROVIDEGUSSET PLATECONNECTIONS

AS REQ'DTYPICAL

1 : 50S3.1S2.1

NEW WALL OPENINGS IN BASEMENT2 1 : 50S3.1S2.2

NEW WALL OPENING ALONG GRID 13

1 : 20S3.1S3.1

SECTION5


GRAPHICAL COLUMN SCHEDULE

BASEMENT BASEMENT

6000 6000

MAIN FLOOR MAIN FLOOR

10000 10000

SECOND FLOOR SECOND FLOOR

14000 14000

T.O. STEEL 17455 T.O. STEEL 17455

17455 17455


18450 18450

Column Locations

A-2 B-2 B(-403)-2(-422) B-3 B(2095)-3 B-4 C-5 C(500)-6 C(-1565)-6 D-1 E-1 E(-1600)-1 E(-1900)-1 E-2 E-3 E-4 E-5 E(258)-6 E(650)-6 E(-750)-6 E(-1650)-6 E(-1650)-6(-1237) F-1

GRAPHICAL COLUMN SCHEDULE

BASEMENT BASEMENT

6000 6000

MAIN FLOOR MAIN FLOOR

10000 10000

SECOND FLOOR SECOND FLOOR

14000 14000


17455 17455


18450 18450

Column Locations

F-1(950) F(555)-1 F-2 F-2(-2000) F-2(-2616) F-3 F-4 F-5 F-6 F(1896)-6 B(203)-G(787) D-G D(520)-G(787) D(-82)-G(1916)

HS

S127X

127X

6.4

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

HS

S127X

127X

6.4

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S152X

152X

9.5

HS

S152X

152X

9.5

HS

S152X

152X

9.5

HS

S152X

152X

9.5

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S127X

127X

9.5

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

HS

S219x6.4

PIP

E

HS

S219x6.4

PIP

E

HS

S219x6.4

PIP

E

HS

S102X

102X

6.4

HS

S102X

102X

6.4

HS

S102X

102X

6.4

HS

S102X

102X

6.4

HS

S127X

127X

4.8

HS

S127X

127X

4.8

HS

S127X

127X

4.8

HS

S127X

127X

4.8

HS

S127X

127X

4.8

HS

S127X

127X

4.8

HS

S127X

127X

4.8

HS

S127X

127X

4.8

C2B

HANGER

C2

C1C1 C1

C1

C2A

C2A

C1C1

C2

C2

C2B C2B

C1D

C2B

C4C4C4C4

C1C1

C2A

C2AC2

C2C

C2C

C5C2C

C5C2C

C2C

C1DC3C5

C2C

HANGER

HANGER

HANGER

POST

POST

POST

POST

HS

S102X

6.4

PIP

E

HS

S102X

6.4

PIP

E

HS

S102X

6.4

PIP

E

HS

S102X

6.4

PIP

E

NOTES:

- SET BASE PLATE ON 40 NON-SHRINK, NON-METALLIC GROUT IF BEARING ON CONCRETE

BASEPLATE DETAILS FOR HSS 152x152

BASEPLATE DETAIL FOR HSS 127x127

TYP

38

(u/s BASE PL ON CONCRETE)

153

153

305

305

BASEPLATEc/w 4-19 diaANCHOR BOLTS


75 75 85

7575

85

235

300

150

150

75 75

150235

TYP

38 TYP

38


C2, C2A, C2B, C2CCOLUMNS

153 153

C4 COLUMN

TYP

38

140

140

280

280


140 140

C2D & C3COLUMNS

4 BOLTEDCONNECTION

STEEL BEAMBELOW

C1 COLUMNON 19 BASEPLATE

(u/s BASE PL ON STEEL)




320

160

160

70 70

140

TYP

50

TYP

38

NOTE:CONFIRM ANCHOR BOLT PROJECTION- TYPICAL ANCHOR BOLTS UNLESS NOTED

PROVIDE STANDARD WASHERS AND NUTS- TYPICAL WELD NUT TO

BOTTOM OF BOLT-TYPICAL

19 460

102

510

560

102

102

25 32

75x75x6 PLATEWASHER THIS END-TYPICAL

COLUMN SCHEDULE

C1 HSS127x127x4.8w/ BASE PLATE 150x300x19mmc/w 2-19 dia ANCHOR BOLTSU/S BASE PLATE EL = 10 240

C2 HSS 127X127X6.4w/ BASE PLATE 150x300x19mmc/w 2-19 dia ANCHOR BOLTSU/S BASE PLATE EL = 10 240

C2A HSS127X127X6.4w/ BASE PLATE 150x300x32mmc/w 2-32 dia ANCHOR BOLTSU/S BASE PLATE EL = 10 240

C2B HSS127X127X6.4w/ BASE PLATE 150x300x32mmc/w 2-32 dia ANCHOR BOLTSU/S BASE PLATE EL = 10 040

C2C HSS127X127X6.4w/ BASE PLATE 150x300x19mmc/w 2-19 dia ANCHOR BOLTSU/S BASE PLATE EL = 10 040-DRILL & EPOXY GROUT 350 lg ANCHOR BOLTS INTO EXISTING CONCRETE WHERE REQ’D 300 EMBED

C2D HSS127X127X6.4w/ BASE PLATE 280x280x19mmc/w 4-19 dia ANCHOR BOLTSU/S BASE PL EL = 5 915



C5 HSS 219x6.4 (SEE DETAIL 9/S5.3)

C1 (E) EXISTING HSS 127X127X6.4

C4 (E) EXISTING HSS 152X152X8.0

M.J. GRESS

MEMBER 9506

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OF SASKATCHEWAN



STRUCTURAL



S7J 3L8F: 306.477.1995

ENGINEERING LLP

KULLMANROBB

23

5 A

ve D

No

rth

Sa

ska

toon

, S

KS

7L

1M

73

06.2

44

.510

1

20

2 -

21

11

th S

t E

Pri

nce

Alb

ert

, S

KS

6V

0Z

83

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.92

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ww

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DRAWING NAME :

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PROJECT NAME :

REVISIONS :


DRAWN: DATE:

CHECKED:

DRAWING NO. :

SCALE: AS SHOWN

13 / 03 / 15


S4.1

2013/03/15

GRAPHICAL COLUMNSCHEDULE



S. MAISONNEUVE

M. GRESS

12.046 / 12-101

U/S DECK

17970

U/S DECK

17970

U/S DECK

17970

1 : 10S4.1

TYPICAL ANCHOR BOLTS1

U/S DECK

17970

STRUCTURAL COLUMN SCHEDULE

Type Mark Type Base Level Base Offset Top Level Top OffsetColumn Location

Mark Comments

POST HSS102X6.4 PIPE U/S DECK 0 U/S DECK 600 D(-82)-G(1916) GALVANIZED

POST HSS102X6.4 PIPE U/S DECK 0 U/S DECK 600 D(520)-G(787)

POST HSS102X6.4 PIPE U/S DECK 0 U/S DECK 600 B(203)-G(787)

POST HSS102X6.4 PIPE U/S DECK 0 U/S DECK 600 B(-403)-2(-422)

HANGER HSS102X102X6.4 SECOND FLOOR -825 SECOND FLOOR -499 E(258)-6

HANGER HSS102X102X6.4 SECOND FLOOR -825 SECOND FLOOR -499 E(-1650)-6

HANGER HSS102X102X6.4 SECOND FLOOR -825 SECOND FLOOR -499 F(1896)-6

HANGER HSS102X102X6.4 SECOND FLOOR -825 SECOND FLOOR -610 E(-1650)-6(-1237)

C1 HSS127X127X4.8 MAIN FLOOR 240 SECOND FLOOR -740 F-2(-2616)

C1 HSS127X127X4.8 MAIN FLOOR 240 SECOND FLOOR -740 F-1(950)

C1 HSS127X127X4.8 SECOND FLOOR -200 U/S DECK -640 F-2(-2616)

C1 HSS127X127X4.8 SECOND FLOOR -200 U/S DECK -640 F-1(950)

C1 HSS127X127X4.8 MAIN FLOOR 240 SECOND FLOOR -640 E(-1900)-1

C1 HSS127X127X4.8 MAIN FLOOR 240 SECOND FLOOR -640 F(555)-1

C1 HSS127X127X4.8 SECOND FLOOR -100 U/S DECK -350 F(555)-1

C1 HSS127X127X4.8 SECOND FLOOR -100 U/S DECK -350 E(-1900)-1

C2 HSS127X127X6.4 MAIN FLOOR 240 U/S DECK 0 F-1

C2 HSS127X127X6.4 MAIN FLOOR 240 U/S DECK -358 F-3

C2 HSS127X127X6.4 MAIN FLOOR 240 U/S DECK -499 F-4

C2 HSS127X127X6.4 MAIN FLOOR 240 U/S DECK -262 D-1

C2C HSS127X127X6.4 . MAIN FLOOR 40 U/S DECK 0 C(500)-6

C2C HSS127X127X6.4 . MAIN FLOOR 40 SECOND FLOOR -50 B-4

C2C HSS127X127X6.4 . MAIN FLOOR 40 SECOND FLOOR -50 C-5

C2C HSS127X127X6.4 . MAIN FLOOR 40 U/S DECK 0 B(2095)-3

C2C HSS127X127X6.4 . MAIN FLOOR 40 U/S DECK -310 A-2

C2C HSS127X127X6.4 . MAIN FLOOR 40 SECOND FLOOR -100 C(-1565)-6

C2B HSS127X127X6.4 . MAIN FLOOR 40 U/S DECK -499 F-5

C2B HSS127X127X6.4 . MAIN FLOOR 40 U/S DECK 0 F-6

C2B HSS127X127X6.4 . MAIN FLOOR 40 U/S DECK -399 E(650)-6

C2B HSS127X127X6.4 . MAIN FLOOR 40 SECOND FLOOR -100 E(-750)-6

C2A HSS127X127X6.4 . MAIN FLOOR 240 U/S DECK -499 F-2

C2A HSS127X127X6.4 . MAIN FLOOR 240 U/S DECK -262 E-1

C2A HSS127X127X6.4 . MAIN FLOOR 240 SECOND FLOOR -100 F-2(-2000)

C2A HSS127X127X6.4 . MAIN FLOOR 240 SECOND FLOOR -100 E(-1600)-1

C1D HSS127X127X6.4. BASEMENT -125 SECOND FLOOR -599 B-3

C1D HSS127X127X6.4. BASEMENT -85 U/S DECK 0 D-G

C3 HSS127X127X9.5 BASEMENT -85 SECOND FLOOR -50 B-2

C4 HSS152X152X9.5 BASEMENT -85 SECOND FLOOR -100 E-5




C5 HSS219x6.4 PIPE SECOND FLOOR 0 U/S DECK 0 B-2

C5 HSS219x6.4 PIPE SECOND FLOOR 0 U/S DECK 0 B-4

C5 HSS219x6.4 PIPE SECOND FLOOR 0 U/S DECK 0 C-5


STANDARD ABBREVIATIONS

L

L

ANCHORARCHITECTURALBOARDBOTTOM OFBOTTOMBEAMBEARINGBOTTOM UPPER LAYERBOTTOM LOWER LAYERCENTERLINECUT OFFCONCRETECONNECTCONTINUOUSCOLUMNCOMPLETE WITHDOUBLEDOUGLAS FIRDEEPDETAILDRAWING(S)DOWEL(S)EACHEFFECTIVEEQUALEACH WAYELECTRICALELEVATIONEXISTINGFOUNDATIONFACE OFFOOTINGGRADE BEAMGLULAMHOUSEKEEPING PADHORIZONTALHOLLOW COREHORIZONTAL EACH FACEHORIZONTAL INSIDE FACEHORIZONTAL OUTSIDE FACEINSIDE FACEJOISTLONG

ANCHARCHBDB.O.BOTBMBRGB.U.L.B.L.L.CC.O.CONCCONNCONTCOLc/wDBLD.F.DPDTLDWGDWLEAEFFEQE.W.ELECELEV or ELEXIST'GFDNF.O.FTGGR BMG.L.HKPHORIZ or HORH.C.H.E.F.H.I.F.H.O.F.I.F.JSTLG

L.L.H.L.L.V.LOC'NLVLMAXMIDMINMLMECHMETN.S.N.T.S.o.c. OR ocO.F.OPNGO.W.S.J.P.C.PPLYP.T.PRESPROTREINFR/wSHTHGSIMS.P.F.STIRSTLSTRUCTT & BT & GT & ST.O.TYPT.U.L.T.L.L.U/NU.N.O.U/SVERTV.I.F.V.O.F.WWMw/

LONG LEG HORIZONTALLONG LEG VERTICALLOCATIONLAMINATED VENEER LUMBERMAXIMUMMIDDLEMINIMUMMICROLAMMECHANICALMETAL or METALLICNEAR SIDENOT TO SCALEON CENTEROUTSIDE FACEOPENINGOPEN WEB STEEL JOISTPRECASTPLATEPLYWOODPRESSURE TREATEDPRESSUREPROTECTIONREINFORCEDREINFORCED WITHSHEATHINGSIMILARSPRUCE,PINE,FIR LUMBERSTIRRUPSSTEELSTRUCTURALTOP AND BOTTOMTONGUE AND GROOVETEMPERATURE & SHRINKAGETOP OFTYPICALTOP UPPER LAYERTOP LOWER LAYERUNLESS NOTEDUNLESS NOTED OTHERWISEUNDERSIDEVERTICALVERTICAL INSIDE FACEVERTICAL OUTSIDE FACEWELDED WIRE MESHWITH

900

OR

CORNER BARS SAME SIZEAND SPACING ASHORIZONTAL REINFORCING

600INSIDE HORIZ BARSc/w 600 HOOK


900OUTSIDE HORIZ BARSc/w 900 HOOK

900


900

EXTEND CONTWALL REINFTHROUGH @INTERSECTING WALLS

900

2-15M x 1200 LG.EA. CORNER ATMID DEPTH

2-15M EA. SIDE(1 EACH FACE)

6OO

100 CONC SLAB ON38 COMPOSITE STEEL DECK

AS PER PLANS

STEEL BEAM AS PER PLANS

100 CONC SLAB ON 38COMPOSITE STEEL DECK

AS PER PLANS

L102x102x6.4 CONT- TYPICAL ALL SLAB EDGES ON PERIMETER & AROUND FLOOR OPENINGS

STEEL BEAMAS PER PLANS

OPEN WEBSTEEL JOISTSAS PER PLAN

L65x51x6.4 (LLH) CONT- TYPICAL ALL ROOF EDGES ON PERIMETER & AROUND OPENINGS


38 METAL ROOF DECKAS PER PLANS


OPEN WEB STEEL JOISTS AS PERPLAN


100 CONC SLAB ON\38 COMPOSITE STEEL DECKAS PER PLANS

L102x102x6.4 CONT BOLTED TO FACE OFCONC WALL w 19 dia HILTI KWIKBOLTS@ 800 oc- TYPICAL DECK SUPPORT @ CONC WALLS WHERE DECK IS PARALLEL OR PERPENDICULAR TO WALL

CONC WALL AS PER PLANS

TYPICAL MASONRY SUPPORT@ MAIN FLOOR

TYPICAL DECK SUPPORT@ CONCRETE SHAFT WALLS

TYPICAL SLAB EDGE ANGLE@ ALL LEVELS

TYPICAL SLAB EDGE ANGLE@ ALL LEVELS

TYPICAL ROOF DECKEDGE ANGLE

TYPICAL ROOF DECK EDGEANGLE @ ALL LEVELS

TYPICAL ROOF JOIST @ COLUMN CONNECTION

L102x102x6.4 BY 200 lgFOR JST BRG c/wPL 10 STIFFENER MIDWELD TO COLUMN FACE- TYPICAL

EXTEND JOIST BOT CHORD & CONNECTTO FACE OF COLUMN- TYPICAL

STEEL COLUMNS AS PER PLAN& SCHEDULE

100 CONC SLAB ON38 COMPOSITE STEEL DECK

AS PER PLANS


TYPICAL SLAB EDGE SUPPORT@ LOWERED FLOOR BEAM LOCATION

TYPICAL DECK SUPPORT@ LOWERED ROOF BEAMLOCATION

F G H

JK

A B C

E



L89x89x6.4 CONT (GALV)-TYP FULL PERIMETER UNO

L102x102x8.0c/w 2-16 dia x 200 lgSTUD ANCHORS @ 175 o.c.-LOCATE @ 600mm MAX SPACING

HSS127x127x6.4WELDED TO

EMBEDDED PLATE-LOCATE @ 600mm

MAX SPACING

8ARCH

MASONRY VENEERTYP

HSS102x102x6.4 BY 200 lg AS REQ'D- WELD TO STEEL BEAM & WELD DECK SUPPORT ANGLE TO TUBE




HSS102x102x6.4 BY 200 lg AS REQ'D- WELD TO STEEL BEAM & WELD DECK SUPPORT ANGLE TO TUBE

TYPICAL DECK SUPPORT@ CHANGE OF SPAN DIRECTIONL


L102x102x6.4 CONT

OPEN WEBSTEEL JOISTSAS PER PLAN


SECURE DECK FROM BOTHDIRECTIONS TO CONT ANGLE



TYPICAL BEAM CONTOVER COLUMN @ ALL LEVELSD


STEEL COLUMNSAS PER PLAN& SCHEDULE

PROVIDEPL 9.5 STIFF EA SIDE

CENTERED ON COLUMNWHERE BEAM IS CONT

OVER COLUMN

2516

025

25 150 25

16 STEEL PLATE

4 - 19dia x 150 LGHEADED STUDS

EP-2: Typical Cast-In SteelConnection Plate for AnglesL102x102 and Channels andBeams W200 and Smaller

2515

015

015

025

25 150 25

16 STEEL PLATE


EP-3: Typical Cast-In SteelConnection Plate for W410& W460 Beams

210

200

200

500

NOTE:

ALL EMBEDDED PLATES TO BECENTERED ON STRUCTURAL STEELMEMBER BEING CONNECTED TO PLATE.ADVISE STRUCTURAL ENGINEER PRIORTO PROCEEDING IF SITE CONDITIONSINTERFERE WITH THIS STANDARD.

5011

050

75 75

16 STEEL PLATE


EP-1: Typical Cast-In SteelConnection Plate for AnglesL76x76 and Smaller

210

150

2521

025

25 150 25

16 STEEL PLATE


EP-4: Typical Cast-In SteelConnection Plate for C250Channels and W250 Beams

260

200

2 - 19dia x 150 LG(OR 75 LG AS REQ'D)HEADED STUDS

A

2

G

103

300

36

213 188

63.8°31.7°

26.2

°

P2 E

CONC PILASTERFROM U/S CONC EL = 5 700TO T.O.C. EL = 9 900REINF w/ 3-20M VERT-EPOXY GROUT 2-10M DWLS (L-SHAPED) @ 300 o.c. 150 EMBED

CLEAR ALL EXISTINGDAMPROOFING &ROUGHEN SURFACEOF EXISTING250 CONC WALL

3



108

305

200 200

63.8°

P1 B

ATT

26.2°

B

4


150

260

76

P1 B

ATT

74.8°

200 200

15.2°


5

C

200 200

P1 B

ATT


85.7

9°

150

17811

4

4.21°


DRILL & EPOXY GROUT15M x 300 lg DWLS @ 600 o.c. MID

150 EMBED

AS REQ'D - SEE MECH

SLAB REPAIR

SLAB ON GRADE TO MATCH EXISTINGREINF w/ 10M @ 400 o.c. EW MID

10M @ 300 o.c. EW MID25mm CHAMFERALL AROUND

10M DOWELS @ 300 o.c.

SEE MECHANICAL DRAWINGS

FOR SIZE AND LOCATION

100

LEAVE PREVIOUSLYCAST CONC ROUGH

M.J. GRESS

MEMBER 9506

W

NE

A

YR. MN. DAY

S

ASK

P

CT EH

O

S

EF

OR

IS

LAN

A

N

R

G

EE

NI


OF SASKATCHEWAN



STRUCTURAL



S7J 3L8F: 306.477.1995

ENGINEERING LLP

KULLMANROBB

23

5 A

ve D

No

rth

Sa

ska

toon

, S

KS

7L

1M

73

06.2

44

.510

1

20

2 -

21

11

th S

t E

Pri

nce

Alb

ert

, S

KS

6V

0Z

83

06

.92

2.5

10

1w

ww

.aodbt.com

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DRAWING NAME :

PROJECT NUMBER :

PROJECT NAME :

REVISIONS :


DRAWN: DATE:

CHECKED:

DRAWING NO. :

SCALE: AS SHOWN

13 / 03 / 15


S4.2

2013/03/15

TYPICAL DETAILS



S. MAISONNEUVE

M. GRESS

12.046 / 12-101

1 : 10S4.2

TYPICAL CORNER BAR REINFORCING1

1 : 20S4.2

REINFORCING AT CONCRETE WALL OPENINGS7

1 : 10S4.2

EMBEDDED WELD PLATE DETAILS6

1 : 20S4.2S2.1

PILASTER2

1 : 20S4.2S2.1

PILASTER3

1 : 20S4.2S2.1

PILASTER4

1 : 20S4.2S2.1

PILASTER5

1 : 10S4.2

TYPICAL SLAB REPAIR DETAIL8

1 : 20S4.2

TYPICAL HOUSEKEEPING PAD9


MAIN FLOOR10000

BASEMENT6000

6

125 THKSLAB ON GRADE

AS PER PLAN

20 KEY CONT

DRILL & EPOXY GROUT15M x 750 lg DWLS

@ 600 o.c. TOP150 EMBED

250 CONC WALLAS PER PLAN

PROVIDE 150CARDBOARD VOIDFORMCONT BELOW GRADE BEAMSc/w 19 PRES TREATEDPROTECTION BOARDCONT EA SIDE

EP-3 EMBEDDEDPLATE AS PERSCHEDULE ON S4.2

L76x76x6.4 CONT

100 SLAB ON38 METAL DECK

AS PER PLAN

W410X74

89161

300

200

OWSJAS PER PLAN

MAIN FLOOR10000

BASEMENT6000

3

W410X39 W410X54

HS

S152X

152X

9.5

OWSJAS PER PLAN

BASE PLATEAS PER SCHEDULE

PC1 CONC PILECAP ASPER PLAN & SCHEDULE

CONC PILE AS PERPLAN & SCHEDULE

200

125 THKSLAB ON GRADEAS PER PLAN

100 SLAB ON38 METAL DECKAS PER PLAN

MAIN FLOOR10000

BASEMENT6000

6

HS

S127X

127X

6.4

.

89

BASE PLATE BEYONDAS PER SCHEDULE


AS PER PLAN

20 KEY CONT





L76x76x6.4 CONT


AS PER PLAN

CONC PILEAS PER PLAN& SCHEDULE

300

EP-1 EMBEDDED PLATEAS PER SCHEDULE ON S4.2-LOCATE MISPAN BETWEEN JOISTS OR @ 800 o.c. MAX-TYPICAL

ADD 10M U-BAR(400 LEGS)OVER STUDS-TYPICAL ALL EP-1 LOCS

6TYP

150 STRUCTURAL SLABAS PER PLAN-SLOPE AS PER ARCH

15M DWLS (300x750)@ 600 o.c. MID

300

300

THICKENED EDGEREINF w/2-15M TOP & BOT10M @ 300 o.c.-TYP 3 SIDES

CONC PILE AS PER PLAN& SCHEDULE

MAIN FLOOR10000

1

HS

S127X

127X

6.4

.

89

600

200

11150


BRICK ANGLESUPPORT AS PER

DETAIL ON S4.2

L76x76x6.4 CONT

OWSJAS PER PLAN



ADD 2-15M TOP15M DOWELS (125x650)@ 300 o.c.

EP-1 EMBEDDEDPLATE AS PER

SCHEDULE ON S4.2-LOCATE MISPAN

BETWEEN JOISTSOR @ 800 o.c. MAX

-TYPICAL

ADD 10M U-BAR(400 LEGS) OVER STUDS-TYPICAL ALL EP-1 LOCS

6TYP

HSS127X127X4.8 GIRT

MAIN FLOOR10000

BASEMENT6000

F

200

89 11150

HS

S127X

127X

6.4



20 KEY CONT

DRILL & EPOXY GROUT15M x 750 lg DWLS@ 600 o.c. TOP150 EMBED


L102x102x9.5BY 150 lgWELDED TOEMBEDDED PLc/w PL 8 STIFFCENTERED ON JOIST



SCHEDULE ON S4.2-REQ'D AT EA

JOIST LOCATIONS

OWSJAS PER PLAN


L76x76x6.4 CONTBRICK ANGLE

SUPPORT AS PERDETAIL ON S4.2



100

MAIN FLOOR10000

BASEMENT6000

F



20 KEY CONT

DRILL & EPOXY GROUT15M x 750 lg DWLS@ 600 o.c. TOP150 EMBED


89 11150

200

100





JOIST LOCATIONS

OWSJAS PER PLAN


L76x76x6.4 CONT



DETAIL ON S4.2

MAIN FLOOR10000

BASEMENT6000

E

EXTEND JOIST BOT CHORD& CONNECT TO FACE OF COLUMN

W410X74

HS

S152X

152X

9.5






MAIN FLOOR10000

BASEMENT6000

6

HS

S127X

127X

6.4

.

EXISTINGSLAB ON GRADE

EXISTINGCONC WALL

L102x102x6.4 CONT-DRILL & EPOXY GROUT

19 dia ANCHOR RODS@ 800 o.c.

170 EMBED-INTERRUPT AT

BEAM & JOIST LOCS-TYPICAL


AS PER PLAN

C150X12

127 123

EXISTINGCONC CORBELTO BE REMOVED


-DRILL & EPOXY GROUT2-19 dia x 350 lgANCHOR RODS

300 EMBED

PL 9.5x180x200BENT PLATE CONT-DRILL & EPOXY GROUT 19 dia ANCHOR RODS @ 800 o.c. 170 EMBED

100

100

180

B

OWSJ AS PER PLAN


AS PER PLAN

C200X17

200

W410X39

MAIN FLOOR10000

BASEMENT6000

1

HS

S127X

127X

6.4

.

89 11150


20 KEY CONT


PROVIDE 150CARDBOARD VOIDFORM

CONT BELOW GRADE BEAMSc/w 19 PRES TREATEDPROTECTION BOARD

CONT EA SIDE


DETAIL ON S4.2

200


SCHEDULE ON S4.2

L76x76x6.4 CONT

W410X74







CONC CURBAS PER PLAN

MAIN FLOOR10000

6

PL 200x410 END PLATE-FASTEN TO EXIST w/ 6-19 dia HILTI HVA

ANHCORS @ 125 x 125 SPACING170 EMBED

EXISTINGCONC CORBELTO BE REMOVEDEXISTING

CONC WALL

EXISTING STEEL COL

100 SLAB ON 38 METAL DECKAS PER PLAN

W410X39

C150X12

82167PL 9.5x180x200BENT PLATE CONT-DRILL & EPOXY GROUT 19 dia ANCHOR RODS @ 800 o.c. 170 EMBED

100

100

180

MAIN FLOOR10000

1

89 11150


OWSJAS PER PLAN


DETAIL ON S4.2


L102x102x6.4 CONTAROUND OPENING

L152X89X6.4

200




-TYPICAL


6TYP


L76x76x6.4 CONT

OWSJAS PER PLAN


C150X12C150X12

L152X89X6.4

1098

CONFIRM w/ MECH

1096

CONFIRM w/ MECH

1096

MAIN FLOOR10000

E

OWSJ AS PER PLAN


AS PER PLAN

421

CONFIRM w/ MECH

700

W410X74

C150X12 C150X12

L102x102x6.4CONT AROUNDOPENING

BASEMENT6000

1

8

ADD 2-20M

ADD 3-10M TIES@ 150 o.c.

2400

CONC UNDER-PINNEDBATTERED PILEREFER TO PLAN

& SCHEDULE

125 SLAB ON GRADEAS PER PLAN


SUPPORT SLAB ON GRADEALONG EXISTING w/L76 x 76 x 6.4 CONTc/w 19 dia ADHESIVE ANCHORS@ 500 o.c. MAXPROVIDE 75 CONC COVER

EXISTINGCONC WALL

NEW CONC PILASTER-SEE S4.2 FOR DETAILS

-SIM 4 LOCS

MAIN FLOOR10000

F



L76x76x6.4 CONT



DETAIL ON S4.2




-TYPICAL


6TYP

MAIN FLOOR10000

F





JOIST LOCATIONS

OWSJ AS PER PLAN

L76x76x6.4 CONTBRICK ANGLESUPPORT AS PER

DETAIL ON S4.2


89

HS

S127X

127X

6.4

.


M.J. GRESS

MEMBER 9506

W

NE

A

YR. MN. DAY

S

ASK

P

CT EH

O

S

EF

OR

IS

LAN

A

N

R

G

EE

NI


OF SASKATCHEWAN



STRUCTURAL



S7J 3L8F: 306.477.1995

ENGINEERING LLP

KULLMANROBB

23

5 A

ve D

No

rth

Sa

ska

toon

, S

KS

7L

1M

73

06.2

44

.510

1

20

2 -

21

11

th S

t E

Pri

nce

Alb

ert

, S

KS

6V

0Z

83

06

.92

2.5

10

1w

ww

.aodbt.com

9506

A1

( 594

x 8

41 )







15 100510 3020 40 50 60

DRAWING NAME :

PROJECT NUMBER :

PROJECT NAME :

REVISIONS :


DRAWN: DATE:

CHECKED:

DRAWING NO. :

SCALE: AS SHOWN

13 / 03 / 15


S5.1

2013/03/15

SECTIONS



S. MAISONNEUVE

M. GRESS

12.046 / 12-101

1 : 20S5.1S2.1

SECTION2

1 : 20S5.1S2.1

SECTION8

1 : 20S5.1S2.1

SECTION3

1 : 20S5.1S2.2

SECTION11

1 : 20S5.1S2.1

SECTION4

1 : 20S5.1S2.1

SECTION5

1 : 20S5.1S2.1

SECTION9

1 : 20S5.1S2.1

SECTION1

1 : 20S5.1S2.2

SECTION14

1 : 20S5.1S2.1

SECTION10

1 : 20S5.1S2.2

SECTION13

1 : 20S5.1S2.2

SECTION16

1 : 20S5.1S2.2

SECTION15

1 : 20S5.1S2.1

SECTION7

1 : 20S5.1S2.2

SECTION12

1 : 20S5.1S2.2

SECTION6


MAIN FLOOR10000

BASEMENT6000




EXISTING CONCSLAB & WALL

OWSJAS PER PLAN

DRILL & EPOXY GROUTINTO EXISTING15M x 300 lg @ 300 o.c.150 EMBED

C250X23


SCHEDULE ON S4.2

PROVIDE PL 13 x 100 CONTCAST INTO TOP OF WALL

c/w 12 dia x 100 LG HEADEDSTUDS @ 600 o.c.

-WELDED TO METAL DECK

PROVIDE 200 WIDE JOIST POCKETw/ PL 13 x 125 x 200 lgCAST INTO TOP OF WALLc/w 12 dia x 100 LG HEADED STUDS@ 600 o.c.-WELDED TO OWSJ

100 SLAB ON 38 METAL DECKAS PER PLAN


1050

MAIN FLOOR10000

BASEMENT6000

2

1

8

ADD 2-20M

ADD 3-10M TIES@ 150 o.c.

2400

CONC UNDER-PINNEDBATTERED PILEREFER TO PLAN& SCHEDULE

OWSJAS PER PLAN




EXISTINGCONC WALL

EXISTINGCONC CORBELTO BE REMOVED



PC1 CONC PILECAP ASPER PLAN & SCHEDULE-CAST AROUND EXIST CONC WALL

EXISTING150 CONC ON 76METAL DECK

W410X39

200

EXISTINGCONC WALL & SLAB

L102x102x6.4 CONT-DRILL & EPOXY GROUT19 dia ANCHOR RODS@ 800 o.c.170 EMBED-INTERRUPT ATBEAM & JOIST LOCS-TYPICAL

C250X23

HS

S127X

127X

9.5

MAIN FLOOR10000

BASEMENT6000

D

OWSJAS PER PLAN-PROVIDETOP CHORDEXTENSION-TYP 2 LOCS





HS

S127X

127X

6.4

.B

EY

ON

D


EXISTINGCONC WALL

W250X33

660

JOIS

T S

UP

PLI

ER

)20

0 (V

ER

IFY

w/



EXISTINGCONC STAIR

LANDING

EXISTING150 CONC ON 76

METAL DECK

L76x76x6.4 CONT-WELDED TO JOISTTOP CHORD

EXISTINGCONC CORBEL

TO BE REMOVED

C310X31 BY 250 lgc/w PL 19x100x350

TOP PLATE-FASTEN TO EXIST

w/ 4-19 dia HILTI HVAANHCORS @

150 x 200 SPACING170 EMBED

OWSJAS PER PLAN


MAIN FLOOR10000

BASEMENT6000

D


HS

S127X

127X

6.4

660 134

CONC PILEAS PER PLAN &

SCHEDULE


AS PER PLAN


AS PER PLAN


EXISTINGCONC WALL

EXISTINGCONC CORBEL

TO BEREMOVED

SUPPORT SLAB ON GRADEALONG EXISTING w/

L76 x 76 x 6.4 CONTc/w 19 dia ADHESIVE ANCHORS

@ 500 o.c. MAXPROVIDE 75 CONC COVER

EXISTINGCONC STAIRLANDING


200 x 200 CONC CURBBEYOND

L76x76x6.4 CONT-WELD TO EP-1 EMBEDDED PLATE IN FACE OF 250 CONC WALL BEYOND

W250X33

EXISTING PILE

250 CONC WALLBEYOND

HSS102X102X6.4BY 200 lg

WELDED TOEND OF W-BEAM

200

JO

IST

SU

PP

LIE

R)

200

(VE

RIF

Y w

/

EXISTING 190 CONCBLOCK WALL BEYOND


MAIN FLOOR10000

BASEMENT6000

EXISTING CORBELTO BE REMOVED

PL 300x410 END PLATE-FASTEN TO EXISTw/ 6-19 dia HILTI HVAANHCORS @125 VERT x 200 HORIZSPACING170 EMBED

W410X39L102x102x6.4 CONT-DRILL & EPOXY GROUT

19 dia ANCHOR RODS@ 800 o.c.

170 EMBED-INTERRUPT AT

BEAM & JOIST LOCS-TYPICAL


AS PER PLAN


AS PER PLAN

EXISTINGCONC WALL

SUPPORT SLAB ON GRADEALONG EXISTING w/

L76 x 76 x 6.4 CONTc/w 19 dia ADHESIVE ANCHORS

@ 500 o.c. MAXPROVIDE 75 CONC COVER



HS

S127X

127X

6.4

(E

)


EXISTINGPILECAP

EXISTINGPILE

EXISTINGPILE

GROUT INFILLEXISITNG NOTCH

IN CONC WALL

L76x76x6.4CONT

W530x82 (E)

W360X39 (E)

W410x39

225 TYP

120

L51x64x6.4 LLH CONT

SECOND FLOOR14000

6

76

U/S DECK17970

W310X39

W410X46

100

76

38 METAL ROOF DECKAS PER PLAN


W410X39

W410X39

L64x51x6.4 LLHCONT

L102x102X6.4 CONT

SECOND FLOOR14000

G

U/S DECK17970

66 480 985

86 C100x8

C100x8

W410X60

W360X33 (E)

OWSJAS PER PLAN

OWSJAS PER PLAN

L152x89x6.4 BY 150 lg

W360X33 (E) W410X39

L152x89x6.4BY 150 lg

L64x51x6.4LLH CONT


66 480 275


L76x76x6.4 CONT

BASEMENT6000

PC2 CONC PILECAPAS PER PLAN& SCHEDULE

CONC PILASTER-SEE DETAILS ON S4.2-PROJECT VERTS 550 INTO CONC PILECAP

20 KEY CONT

125 SLAB ON GRADEAS PER PLAN

300


EXISTING250 CONC WALL


EXISTINGCONC PILE

GRANULAR FILL

MAIN FLOOR10000

G


EXISTINGCONC WALL & SLAB

EXISTING150 CONC ON 76

METAL DECK

PL 16x200x210 END PLATE-FASTEN TO EXISTw/ 2-19 diaHILTI HVA ANHCORS@ 100 SPACING170 EMBED

EXISTINGCONC CORBEL

TO BE REMOVED

337

C200X17

L76x76x6.4 CONT

M.J. GRESS

MEMBER 9506

W

NE

A

YR. MN. DAY

S

ASK

P

CT EH

O

S

EF

OR

IS

LAN

A

N

R

G

EE

NI


OF SASKATCHEWAN



STRUCTURAL



S7J 3L8F: 306.477.1995

ENGINEERING LLP

KULLMANROBB

23

5 A

ve D

No

rth

Sa

ska

toon

, S

KS

7L

1M

73

06.2

44

.510

1

20

2 -

21

11

th S

t E

Pri

nce

Alb

ert

, S

KS

6V

0Z

83

06

.92

2.5

10

1w

ww

.aodbt.com

9506

A1

( 594

x 8

41 )







15 100510 3020 40 50 60

DRAWING NAME :

PROJECT NUMBER :

PROJECT NAME :

REVISIONS :


DRAWN: DATE:

CHECKED:

DRAWING NO. :

SCALE: AS SHOWN

13 / 03 / 15


S5.2

2013/03/15

SECTIONS



S. MAISONNEUVE

M. GRESS

12.046 / 12-101

1 : 20S5.2S2.1

SECTION5

1 : 20S5.2S2.1

SECTION2

1 : 20S5.2S2.1

SECTION3

1 : 20S5.2S2.1

SECTION4

1 : 20S5.2S2.1

SECTION1

1 : 20S5.2S2.3

SECTION8

1 : 20S5.2S2.3

SECTION7

1 : 20S5.2S2.1

SECTION9

1 : 20S5.2S2.2

SECTION6


SECOND FLOOR14000

F

76

76

HS

S127X

127X

6.4

U/S DECK17970

100

L102x102x6.4 CONT-WELD TO COLUMN

EA SIDE

L102x102x6.4 BY 200 lgFOR JOIST BRGc/w PL 10 STIFFENER MIDWELD TO COLUMN FACE



W410X39

L51x64x6.4 LLHCONT


W410X60


200

PL 9.5 STIFF PLATEEA SIDE

SECOND FLOOR14000

F

U/S DECK17970

76



L51x64x6.4 LLHCONT

L102x102x6.4CONT

100

W410X39

W410X60

76

200

OWSJAS PER PLAN

OWSJAS PER PLAN

SECOND FLOOR14000

1

HS

S127X

127X

6.4

.

U/S DECK17970

77

200

76


L51x64x6.4 LLHCONT

L102x102x6.4CONT

W410X74

W250X33

W200X31

OWSJAS PER PLAN


L152X89X6.4

L152X102X6.4

C150X12

OWSJAS PER PLAN

C150X12

L102x102x6.4 CONTAROUND OPENING

L51x64x6.4 LLH CONTAROUND OPENING


SECOND FLOOR14000

1

U/S DECK17970

76

W200X31

W410X39



L51x64x6.4 LLHCONT

L102x102x6.4CONT

Sim

5

S3.1

1600

800

OWSJAS PER PLAN

OWSJAS PER PLAN

76

HSS127X127X4.8 GIRT

F

76

HS

S127X

127X

6.4

U/S DECK17970

100


L51x64x6.4 LLHCONT



W250X33

SECOND FLOOR14000

T.O. STEEL 1845018450

D

U/S DECK17970

L51x64x6.4 LLHCONT

712 81

W250X39

W410X39

C150X12

HS

S127X

127X

6.4

W200X31 W200X27 (E)

W250X33

100


EXISTING38 METAL ROOF DECK

FASTEN TOEXISTING w/

PL 16x200x210END PLATE c/w

2-16 dia HILTI HIT150 ROD

@ 100 SPACINGEMBED 125

EXISTING190 CONC

BLOCK WALLBEYOND


AS PER PLAN

PL 9.5 STIFFEA SIDE

L102x102x6.4CONT

SECOND FLOOR14000

D

U/S DECK17970

782

W200X31

W250X33

W200X27 (E)



86

EXISTINGMETAL ROOF DECK

100

161 712

OWSJAS PER PLAN

OWSJAS PER PLAN

L102x102x6.4CONT

TOP CHORDEXTENTION- 2 LOCS

200

L51x64x6.4 LLHCONT

B

U/S DECK17970

EXTEND OWSJ BOT CHORD& CONNECT TO FACE OF COLUMN

C200X17

HS

S219x6.4

PIP

E

W460X52

100


MAIN FLOOR10000

GROUT INFILLEXISITNG NOTCHIN CONC WALL

EXISTING150 SLAB ON76 METAL DECK


AS PER PLAN




AS PER PLAN

L76X76X6.4 CONT



SCHEDULE ON S4.2-SIM 2 LOCS

W530X82 (E)

W410X39

C150X12C200X17

120

225

HS

S127X

127X

6.4

.

BASE PLATEAS PER SCHEDULE-DRILL & EPOXY GROUT2-19 dia x 350 lgANCHOR RODS300 EMBED

EXIST CONCCORBEL TO BE

REMOVED

L76x76x6.4 CONT

MAIN FLOOR10000

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

(E

)

C150X12

W530X82 (E)

W410X39




AS PER PLAN

W360X39 (E)

OWSJAS PER PLAN



200


AS PER PLAN

225

L76X76X6.4 CONT120



SCHEDULE ON S4.2-TYP 2 LOCS


REMOVEDBASE PLATEAS PER SCHEDULE-DRILL & EPOXY GROUT2-19 dia x 350 lgANCHOR RODS300 EMBED

L76x76x6.4 CONT

SECOND FLOOR14000

B

L102x102x6.4 BY 200 lgFOR JOIST BRG

c/w PL 10 STIFFENER MIDWELD TO COLUMN FACE

EXTENDJOIST BOT CHORD

& CONNECT TOFACE OF COLUMN

HS

S219x6.4

PIP

E

HS

S127X

127X

9.5

C250X23

PL 250x250x50

CP100 SLAB ON

38 METAL DECKAS PER PLAN

200

L76x76x6.4 FULL PERIMETER

SIDE WELD

4

U/S DECK17970

500

W250X33

HS

S127X

127X

6.4

100

CANTILEVER BEAMCONNECTION

W410X39


PL 9.5 STIFFEA SIDE

SECOND FLOOR14000

6

825

W200X31

W410X39

76

L102x102x6.4 CONT

L76x76x6.4WELDED TO POST HANGERSFOR LENGTH OF CANOPY

HSS102x102x6.4HANGER

c/w PL 6.4 CAP

OWSJAS PER PLAN

HSS 254x152x6.4c/w PL 6.4 WELDED TO HSSw/ PL 6.4 GUSSET @ 600 o.c.-SEE ENLARGED CANOPY PLAN-ALL JOINTS IN HSS TO BE FULL STRENGTH WELDED CONNECTIONS

L89X89X6.4 CONTBRICK SUPPORT

1238

CONFIRM w/ ARCH216

w/ A

RC

H

CO

NFI

RM

VARIES

L89x89x6.4 @ 600 o.c.

HSS102x102x6.4 HANGER-PROVIDE 2 ADDITIONALHANGERSTO SUPPORTEA END OF HSS FRAME

38 METAL DECKAS PER PLAN

L64x51x6.4 LLHCONT


AS PER PLAN

c/w PL 9.5 STIFF EA SIDE @ 600 o.c.FOR LENGTH OF CANOPY

L76X76X6.4 BRACE

L76X76X6.4 BRACE@ 600 o.c.

DEAD LOAD = 3 kNSNOW LOAD = 18 kN

MAIN FLOOR10000



AS PER PLAN

L102X102X6.4 CONTAROUND MECH OPNG

C150X12

W410X39 W530X82 (E)

L76X76X6.4 CONT225

120

MAIN FLOOR10000

C310X31 BY 250 lgc/w PL 19x100x350

TOP PLATE-FASTEN TO EXIST

w/ 4-19 dia HILTI HVAANHCORS @

150 x 200 SPACING170 EMBED


OWSJAS PER PLAN



AS PER PLAN



C150X12


REMOVED

L76x76x6.4 CONT

M.J. GRESS

MEMBER 9506

W

NE

A

YR. MN. DAY

S

ASK

P

CT EH

O

S

EF

OR

IS

LAN

A

N

R

G

EE

NI


OF SASKATCHEWAN



STRUCTURAL



S7J 3L8F: 306.477.1995

ENGINEERING LLP

KULLMANROBB

23

5 A

ve D

No

rth

Sa

ska

toon

, S

KS

7L

1M

73

06.2

44

.510

1

20

2 -

21

11

th S

t E

Pri

nce

Alb

ert

, S

KS

6V

0Z

83

06

.92

2.5

10

1w

ww

.aodbt.com

9506

A1

( 594

x 8

41 )







15 100510 3020 40 50 60

DRAWING NAME :

PROJECT NUMBER :

PROJECT NAME :

REVISIONS :


DRAWN: DATE:

CHECKED:

DRAWING NO. :

SCALE: AS SHOWN

13 / 03 / 15


S5.3

2013/03/15

SECTIONS



S. MAISONNEUVE

M. GRESS

12.046 / 12-101

1 : 20S5.3S2.3

SECTION1

1 : 20S5.3S2.3

SECTION2

1 : 20S5.3S2.3

SECTION3

1 : 20S5.3S2.3

SECTION4

1 : 20S5.3S2.4

SECTION5

1 : 20S5.3S2.3

SECTION8

1 : 20S5.3S2.3

SECTION7

1 : 20S5.3S2.4

SECTION6

1 : 20S5.3S2.2

SECTION10

1 : 20S5.3S2.2

SECTION11

1 : 10S5.3S2.3

SECTION9

1 : 20S5.3S2.4

SECTION12

1 : 20S5.3S2.3

SECTION14

1 : 20S5.3S2.2

SECTION13

1 : 20S5.3S2.2

SECTION15


MAIN FLOOR10000

SECOND FLOOR14000

T.O. STEEL 1845018450

G

U/S DECK17970

547


L51x64x6.4 LLHCONT


W410X39

HS

S127X

127X

6.4

(E

)

W360X33 (E)

W360X33 (E)

HS

S127X

127X

6.4

.

W410X60




C250X23 c/wEP-4 EMBEDDEDPLATE AS PERSCHEDULE ON S4.2

BASE PLATEAS PER SCHEDULE-DRILL & EPOXY GROUT2-19 dia x 350 lgANCHOR RODS300 EMBED

EXISTING38 METAL DECK

W310X39

HSS102x102x6.4 BY 200 lgWELDED TO END OF W-BEAM

124

W410X39W360X33 (E)

W360X33 (E)

EXIST CONCCORBEL TO BEREMOVED

L76x76x6.4 CONT-WELD TO

PL16x150x210END PLATE

-FASTEN TO EXISTw/ 2-19 dia

HILTI HVA ANCHORS@ 100 SPACING

170 EMBED

L76x76x6.4 CONT

EXISTING150 SLAB ON

76 METAL DECK

HSS102x102x6.4 BY 200 lgWELDED TO END OF W-BEAM

200

MAIN FLOOR10000

BASEMENT6000

SECOND FLOOR14000

T.O. STEEL 1745517455

T.O. STEEL 1845018450

G

U/S DECK17970

EXISTINGCONC PILECAP

L51x64x6.4 LLHCONT

C150X12

W360X33 (E)W360X33 (E)

C150X12

W200X27 (E)

C200X17




EXISTING150 SLAB ON

76 METAL DECK

EXISTING 38 METAL ROOF

DECK

W200X27 (E)

W530X82 (E)

C250X23

HS

S152X

152X

8.0

(E

)

EXISTING150 SLAB ON

76 METAL DECK

EXISTING125 SLAB ON GRADE

EXISTINGCONC PILE

W410X39

W410X39

L76x76x6.4 CONT

64

124

EXISTING38 METAL ROOFDECK BEYOND

BEYOND

547

BEYOND

64

L76x76x6.4 CONT

64

W200X27 (E)

B

U/S DECK17970

C150X12

W310X39


OWSJAS PER PLAN

W310X39

C150X12

2095

HS

S127X

127X

6.4

.

T.O. STEEL 1745517455

T.O. STEEL 1845018450C

U/S DECK17970

OWSJ (E)


C150X12

C250X23

L51x64x6.4LLH CONT

2408 +/-

W310X39


OWSJAS PER PLAN

HS

S127X

127X

6.4

(E

)

W200X27 (E)138

T.O. STEEL 1745517455

T.O. STEEL 1845018450

U/S DECK17970

OWSJ (E)


C150X12

C250X23

L51x64x6.4LLH CONT

W310X39

W200X27 (E)


2585 +/-

C150X12

HS

S127X

127X

6.4

(E

)

138

T.O. STEEL 1745517455

T.O. STEEL 1845018450

U/S DECK17970

OWSJ (E)


W250X33

C250X23

L51x64x6.4LLH CONT

W310X39


OWSJAS PER PLAN

W200X27 (E)

2357 +/-

138

HS

S127X

127X

6.4

(E

)

SECOND FLOOR14000

C

W410X46

W410X39

C150X12

W360X39 (E)

OWSJAS PER PLAN



200

146

L76x76x6.4CONT

W200X27 (E)

HS

S12

7X12

7X6.

4 (E

)

SKEWED - SEE PLAN

SECOND FLOOR14000

200

W360X39 (E)W410X39

OWSJAS PER PLAN



W410X60 W410X39

L76x76x6.4CONT

2358 +/-

W200X27 (E)

HS

S12

7X12

7X6.

4 (E

)

146

SECOND FLOOR14000

W360X39 (E)

C150X12W410X39

HS

S127X

127X

6.4

(E

)



L76x76x6.4 CONT

W410X39 W410X39W200X27 (E)

L102x102x6.4 CONTAROUND OPNG

146

2593 +/-

70 70

SECOND FLOOR14000

B

W410X39

C200X17

HS

S127X

127X

6.4

.

HS

S127X

127X

6.4

.

W410X39

2095

OWSJAS PER PLAN


200

L76X76X6.4 CONTAROUND MECH OPNGAS PER PLAN

PL 9.5 STIFFEA SIDE

SECOND FLOOR14000


L102x102x6.4 CONTAROUND MECH OPNG

AS PER PLAN

MECH OPENING

C150X12C150X12

M.J. GRESS

MEMBER 9506

W

NE

A

YR. MN. DAY

S

ASK

P

CT EH

O

S

EF

OR

IS

LAN

A

N

R

G

EE

NI


OF SASKATCHEWAN



STRUCTURAL



S7J 3L8F: 306.477.1995

ENGINEERING LLP

KULLMANROBB

23

5 A

ve D

No

rth

Sa

ska

toon

, S

KS

7L

1M

73

06.2

44

.510

1

20

2 -

21

11

th S

t E

Pri

nce

Alb

ert

, S

KS

6V

0Z

83

06

.92

2.5

10

1w

ww

.aodbt.com

9506

A1

( 594

x 8

41 )







15 100510 3020 40 50 60

DRAWING NAME :

PROJECT NUMBER :

PROJECT NAME :

REVISIONS :


DRAWN: DATE:

CHECKED:

DRAWING NO. :

SCALE: AS SHOWN

13 / 03 / 15


S5.4

2013/03/15

SECTIONS



S. MAISONNEUVE

M. GRESS

12.046 / 12-101

1 : 20S5.4S2.2

SECTION1

1 : 20S5.4S2.1

SECTION3

1 : 20S5.4S2.4

SECTION8

1 : 20S5.4S2.4

SECTION10

1 : 20S5.4S2.4

SECTION11

1 : 20S5.4S2.4

SECTION9

1 : 20S5.4S2.3

SECTION6

1 : 20S5.4S2.3

SECTION5

1 : 20S5.4S2.3

SECTION7

1 : 20S5.4S2.3

SECTION4

1 : 20S5.4S2.3

SECTION2


notes: belled concrete pile schedule … · 5100 5100 pc2 see s4.2 for typical ... -see mech for...

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