Omid arch. portfolio - AJW

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Nov. 28, 2014 Nov. 03, 2014 Nov. 03, 2014 Nov. 03, 2014 Nov. 03, 2014 Nov. 03, 2014

3300

R1

REPORT ANY CHANGES TO THE PERMANENT WORKS THAT MAY EFFECT THE FORMWORK/SHORING OR RE-SHORING DESIGNS TO AJW ENGINEERING.

7.

AJW ENGINEERING WILL TAKE NO RESPONSIBILITY FOR ANY CHANGES TO OR DEVIATIONS FROM THIS DRAWING UNLESS APPROVED BY OUR OFFICE IN WRITING.

WOOD/TIMBER NOTES: ALL WOOD CONSTRUCTION TO BE IN ACCORDANCE WITH CSA STANDARD CANS-086-09

2.

ALL LUMBER TO BE GRADE STAMPED AND DRY. LUMBER SPECIFICATIONS TO BE AS NOTED BELOW: NEW 38x89 (2"x4"), 89x89 (4"x4"), 89x184 (4"x3") : SPECIES: SPRUCE-PINE-FIR GRADE: No. 1/No. 2

3600

ALL NAILS TO BE 100 mm. COMMON NAILS WITH 6.4 mm Ø OR EQUIVALENT.

7.

ALL BOLTS TO BE 13 mm. Ø LAG BOLTS AS SPECIFIED IN DRAWINGS.

8.

PLYWOOD TO PLYWOOD CONNECTIONS ARE TO BE GLUED AND SCREWED AT 400 mm c/c.

13954

PART C

6677

1

KEY PLAN 1 : 100

4

ALL STEEL SHALL BE NEW MATERIAL WITH Fy = 300MPa.

2.

ALL BOLTS AND THREADED RODS TO BE STAINLESS STEEL, UNLESS NOTED OTHERWISE.

3.

ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF CSA W47.1.

4.

THE DESIGN, FABRICATION & ERECTION OF ALL STEEL COMPONENTS SHALL CONFORM TO CSA-S16-01 LIMIT STATES DESIGN OF STEEL STRUCTURES.

5.

MINIMUM RAILING MEMBER THICKNESS TO BE 1/8".

6.

ALL STEEL TO STEEL CONNECTION TO BE 1/8" FILLET WELD, UNLESS OTHERWISE NOTED.

This drawing is on loan only, not to be copied or duplicated in any way without the written consent of AJW Engineering Ltd. This drawing is not to be used for construction until approved. All work is to be done in accordance with current OBC, OHSA and all authorities having jurisdiction. Do not scale the drawings. All dimensions, drawings and documents must be verified by the contractor prior to commencing any work. Any discrepancy must be communicated to the engineer. The client expressly agrees that AJW Engineering Ltd. employees, stamping engineers and principals shall have no personal liability to the client in respect of a claim, whether in contract, tort and/or any other cause of action in law. Accordingly, the client expressly agrees that it will bring no proceedings and take no action in any court of law against AJW Engineering Ltd.'s employees, stamping engineers or principals in their personal capacity. The information on this drawing shall not be used for any other project or works. The information on these drawings applies solely to this project. AJW Engineering Ltd. will take no responsibility for any changes to or deviations from this drawings unless approved by our office in writing.

14 45

922

6 8755

Nov. 28, 2014

ENGINEER:

5080 Timberlea Blvd., Unit #42-44, Mississauga, Ontario, CANADA. L4W 4M2 Phone: (905)-840-0530 Fax: (905)-212-9012 ORDER BY:

2

OVERALL PLAN 1 : 50 PROJECT ADDRESS:

2220 Eglinton Ave E, Toronto, ON PROJECT:

PERMANENT SEATING STRUCTURE DRAWING DESCRIPTION:

NOTES AND PERSPECTIVE

LIVE LOADS (kPa) SUPERIMPOSED LIVE LOADS .........................................................4.8 kPa

2.

DESCRIPTION

1339

DESIGN LOADS: 1.

DD/MM/YY

GUARD RAIL SEE DETAIL 14/S06

STEEL NOTES: 1.

Issued for Construction

5

2752

6.

03/11/14

1106

METAL HANGARS/CONNECTIONS SHALL BE MADE FROM LIGHT GAUGE GALVANIZED METAL. SIMPSON STRONG-TIE COMPANY INC. OR EQUIVALENT TO BE USED. CONTRACTOR TO FOLLOW MANUFACTURER'S PROCEDURE FOR INSTALLATION.

R0

REVISION/ISSUED:

45 14

5.

Revised as Noted

DATE

3

CANPLY CERTIFIED DOUGLAS FIR PLYWOOD MINIMUM THICKNESS U.N.O TO BE 19 mm (3/4") PROTECT LUMBER IN DIRECT CONTACT WITH CONCRETE OR MORTAR WITH 6mm (1/4") POLYETHYLENE SHEET.

28/11/14

1338

ALL PLYWOOD TO BE GRADE STAMPED AND DRY. PLYWOOD SPECIFICATIONS TO BE AS NOTED BELOW:

4.

R1

No.

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING ANY WORK. ANY DISCREPANCY MUST BE COMMUNICATED TO AJW ENGINEERING. READ THESE DRAWINGS IN CONJUNCTION WITH THE STRUCTURAL, ARCHITECTURAL, MECHANICAL ELECTRICAL DRAWINGS AND SPECIFICATIONS AND REPORT ANY DISCREPANCY TO AJW ENGINEERING.

6.

3.

1250

2212

AJW ENGINEERING CERTIFY THE STRUCTURAL ADEQUACY OF THE DESIGN ONLY. CONTRACTOR TO CONFIRM CAPACITY OF EXISTING STRUCTURES TO RESIST APPLIED LOADS.

2 1877

AJW ENGINEERING TO INSPECT SITE PRIOR TO INITIAL USE TO VERIFY COMPLIANCE WITH THIS DRAWING. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT AJW ENGINEERING ONCE INSTALLATION IS COMPLETE.

1.

1246

PART B

1877

5.

3300

1

2700

4.

PART A

3600

13954

3.

D

45 14

2.

STRUCTURE MUST BE ERECTED PLUMB AND LEVEL IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE SUCH AS PUBLISHED IN "CONSTRUCTION HEALTH AND SAFETY MANUAL CHAPTER 9" BY THE CONSTRUCTION SAFETY ASSOCIATION OF ONTARIO.

C 10200

GENERAL NOTES: 1.

B

4800

R1 R0 R0 R0 R0 R0

A

Date

1877

S01 S02 S03 S04 S05 S06

Rev.

6677

NOTES AND PERSPECTIVE PART A PART A PART B PART C DETAILS

Sheet Number

1877

1 2 3 4 5 6

Sheet Name

2700

No.

1200

Sheet List

REFERENCE FILE: THIS DRAWING HAS BEEN PREPARED FROM INFORMATION SHOWN ON DWG NO.:

THIS DESIGN ASSUMED THAT THE STRUCTURE IS TO BE BUILT INDOOR AND THAT NO WIND, SNOW OR RAIN LOADS ARE PRESENT.

FILE NAME:

ISOMETRIC VIEW

3 N.T.S.

X:\projects\8000-8099\8095\drawings\R1\14-8095.11949-R1.rvt

DRAWN BY:

CHECKED BY:

OAZ

EF, EOD

SCALE:

AS NOTED

DATE STARTED:

Nov. 03, 2014

PROJECT NUMBER:

14-8095.11949

DRAWING NUMBER:

S01

A

B

C S02

9477 -

600

750

600

750

600

1200

3

1200

716

589

1273

89x89 600

1

89x184

89 x8 9

750

89x184

38x89

89x184

89x89 84 x1 89

38x89

600

96 6

750

89x89

89x184

89x89

90 0

600

38x89

R0

82 9

89x89

677

750 89x89

3600 89x184

1

1200

S03

89x89

400

89x89

89x184

89x89

C

89x89

B

89x89

A

89x89

Level 4

2

38 x8 9

9 x8 38

38 x8 9

9 x8 38

1000

6677

Level 2 400 38x89

38x89

89x89

38x89

89x89

38x89

89x89

1200

This drawing is on loan only, not to be copied or duplicated in any way without the written consent of AJW Engineering Ltd. This drawing is not to be used for construction until approved. All work is to be done in accordance with current OBC, OHSA and all authorities having jurisdiction. Do not scale the drawings. All dimensions, drawings and documents must be verified by the contractor prior to commencing any work. Any discrepancy must be communicated to the engineer. The client expressly agrees that AJW Engineering Ltd. employees, stamping engineers and principals shall have no personal liability to the client in respect of a claim, whether in contract, tort and/or any other cause of action in law. Accordingly, the client expressly agrees that it will bring no proceedings and take no action in any court of law against AJW Engineering Ltd.'s employees, stamping engineers or principals in their personal capacity. The information on this drawing shall not be used for any other project or works. The information on these drawings applies solely to this project. AJW Engineering Ltd. will take no responsibility for any changes to or deviations from this drawings unless approved by our office in writing.

Level 3

89x184

12527

DESCRIPTION

S03

38 x8 9

2

1200

1600 S02

DD/MM/YY

REVISION/ISSUED:

10 37

750

38x89

2

Issued for Construction

DATE No.

89x184

03/11/14

Level 1 0

89x184 Nov. 03, 2014

1 : 25

1200

3

PART A VIEW 2 ENGINEER:

89x184

1200

89x89

1

89x89

2

89x89

4

89x89

5

5080 Timberlea Blvd., Unit #42-44, Mississauga, Ontario, CANADA. L4W 4M2 Phone: (905)-840-0530 Fax: (905)-212-9012

89x89

ORDER BY:

400

89x89

1600

38 x8 9

1289

9 x8 38

9 82

38 x8 9

Level 3

89x89

38 x8 9

4

Level 4

89x89

89x184

1000

PROJECT ADDRESS:

2220 Eglinton Ave E, Toronto, ON PROJECT:

Level 2 37 10

89x184

400

589

38x89 89x89

1273

DRAWING DESCRIPTION:

PART A

0

5

9 x8 9 8

0 90

X:\projects\8000-8099\8095\drawings\R1\14-8095.11949-R1.rvt

Level 1

PERMANENT SEATING STRUCTURE

6 96

9 82

REFERENCE FILE: THIS DRAWING HAS BEEN PREPARED FROM INFORMATION SHOWN ON DWG NO.:

1

PART A PLAN 1 : 25

2

PART A VIEW 1 1 : 25

FILE NAME:

DRAWN BY:

CHECKED BY:

Author

Checker

SCALE:

AS NOTED

DATE STARTED:

Nov. 03, 2014

PROJECT NUMBER:

14-8095.11949

DRAWING NUMBER:

S02

NOTE: PLYWOOD NOT SHOWN FOR CLARITY.

R0

03/11/14

Issued for Construction

DATE No.

DD/MM/YY

DESCRIPTION

REVISION/ISSUED:

PART A ISOMETRIC 3

5

A

B

63

Level 4

89x89

89x89 89x89

PART A ISOMETRIC 2

C

400

89x89

4

This drawing is on loan only, not to be copied or duplicated in any way without the written consent of AJW Engineering Ltd. This drawing is not to be used for construction until approved. All work is to be done in accordance with current OBC, OHSA and all authorities having jurisdiction. Do not scale the drawings. All dimensions, drawings and documents must be verified by the contractor prior to commencing any work. Any discrepancy must be communicated to the engineer. The client expressly agrees that AJW Engineering Ltd. employees, stamping engineers and principals shall have no personal liability to the client in respect of a claim, whether in contract, tort and/or any other cause of action in law. Accordingly, the client expressly agrees that it will bring no proceedings and take no action in any court of law against AJW Engineering Ltd.'s employees, stamping engineers or principals in their personal capacity. The information on this drawing shall not be used for any other project or works. The information on these drawings applies solely to this project. AJW Engineering Ltd. will take no responsibility for any changes to or deviations from this drawings unless approved by our office in writing.

89x89

1600

89x89 89x89

89x89

Level 3

89x 184

1000

Nov. 03, 2014

89x89

Level 2

89x89

ENGINEER:

400 38x89

Level 1 0

3 1

6

PART A ISOMETRIC 1 5080 Timberlea Blvd., Unit #42-44, Mississauga, Ontario, CANADA. L4W 4M2 Phone: (905)-840-0530 Fax: (905)-212-9012

PART A VIEW 3

ORDER BY:

1 : 25

5

89x89

4

89x89

2

89x89

1

89x89 PROJECT ADDRESS:

400

2220 Eglinton Ave E, Toronto, ON PROJECT:

38x89

Level 4

PERMANENT SEATING STRUCTURE

1600 89x89 89x89

DRAWING DESCRIPTION:

38x89

PART A

38x89 89x89

38x89

2

1 : 25

X:\projects\8000-8099\8095\drawings\R1\14-8095.11949-R1.rvt

38 x8 9

184 89x

1000

Level 2

REFERENCE FILE: THIS DRAWING HAS BEEN PREPARED FROM INFORMATION SHOWN ON DWG NO.:

400 38x89

PART A VIEW 4

9 x8 38

38x89

9 x8 38

89x89

9 x8 38

89x 184

38 x8 9

Level 3

Level 1

FILE NAME:

0 DRAWN BY:

CHECKED BY:

OAZ

EF, EOD

SCALE:

AS NOTED

DATE STARTED:

Nov. 03, 2014

PROJECT NUMBER:

14-8095.11949

DRAWING NUMBER:

S03

NOTE: PLYWOOD NOT SHOWN FOR CLARITY.

C

D 3300 750

600

750

1

600

400

600

2

4

5 89x89

89x89

Level 4 1600

89x89 89x89

1273

9 x8 9 8

46. 33°

89x89 89x89

Level 3 1000

184 89x

89x89 89x89

0 84

89x89 89x89

89x89

89x 184

62 45

R0

89x89

38x89 589

89x89

38x89

89x89

38x89

1289

89x89

PART B VIEW 1 1 : 25

89x89

1200

89x184

89x89

4

89x89

3

89x89

2 89x89

400

89x89

5

89x184

No.

DD/MM/YY

DESCRIPTION

Level 1

89x89

2

Issued for Construction

DATE

REVISION/ISSUED:

38x89

0

9 82

03/11/14

Level 2 400

89x184

37 10

6

89x89

55 18

2

3

Level 4

89x89

This drawing is on loan only, not to be copied or duplicated in any way without the written consent of AJW Engineering Ltd. This drawing is not to be used for construction until approved. All work is to be done in accordance with current OBC, OHSA and all authorities having jurisdiction. Do not scale the drawings. All dimensions, drawings and documents must be verified by the contractor prior to commencing any work. Any discrepancy must be communicated to the engineer. The client expressly agrees that AJW Engineering Ltd. employees, stamping engineers and principals shall have no personal liability to the client in respect of a claim, whether in contract, tort and/or any other cause of action in law. Accordingly, the client expressly agrees that it will bring no proceedings and take no action in any court of law against AJW Engineering Ltd.'s employees, stamping engineers or principals in their personal capacity. The information on this drawing shall not be used for any other project or works. The information on these drawings applies solely to this project. AJW Engineering Ltd. will take no responsibility for any changes to or deviations from this drawings unless approved by our office in writing.

38 x8 9

1200

400

89x89

38x89

Level 1 0

1200

38x89

89x89

38x89

89x89

38x89

1200

38x89

1000

Level 2

89x184

4800

9 x8 38

2

9 x8 38

S04

9 x8 38

S04

Level 3 3

9 x8 38

1200

1600

Nov. 03, 2014

89x184

1 : 25

ENGINEER:

1200

3

PART B VIEW 2

89x184 573

4

5080 Timberlea Blvd., Unit #42-44, Mississauga, Ontario, CANADA. L4W 4M2 Phone: (905)-840-0530 Fax: (905)-212-9012 ORDER BY:

82 9

716

S05 3

10 37

89x184

PROJECT ADDRESS:

589

2220 Eglinton Ave E, Toronto, ON

PERMANENT SEATING STRUCTURE

89x89

84 0

5

PROJECT:

45 62

DRAWING DESCRIPTION:

95 5

89 x8 9

33° 46.

1273

PART B

REFERENCE FILE: THIS DRAWING HAS BEEN PREPARED FROM INFORMATION SHOWN ON DWG NO.:

90 0 FILE NAME:

1

X:\projects\8000-8099\8095\drawings\R1\14-8095.11949-R1.rvt

PART B PLAN 1 : 25

4

PART B ISOMETRIC 1

DRAWN BY:

CHECKED BY:

OAZ

EF, EOD

SCALE:

AS NOTED

DATE STARTED:

Nov. 03, 2014

PROJECT NUMBER:

14-8095.11949

DRAWING NUMBER:

S04

NOTE: PLYWOOD NOT SHOWN FOR CLARITY.

B

C S05 3

3600 1200

1200

1200 89x89

10 37

37 10

5 750

38x89

R0

82 9

37 33

600

38x89

No.

96 6

2700

6 96

89 x8 9

589

716

1200

716

89x89

89x184

89x89

90 0

750 600

1273

0 90

9 x8 89

89x89

589

1273

8755 2

1

DESCRIPTION

1 : 25

89x89

400

89x89

S05

PART C PLAN

DD/MM/YY

This drawing is on loan only, not to be copied or duplicated in any way without the written consent of AJW Engineering Ltd. This drawing is not to be used for construction until approved. All work is to be done in accordance with current OBC, OHSA and all authorities having jurisdiction. Do not scale the drawings. All dimensions, drawings and documents must be verified by the contractor prior to commencing any work. Any discrepancy must be communicated to the engineer. The client expressly agrees that AJW Engineering Ltd. employees, stamping engineers and principals shall have no personal liability to the client in respect of a claim, whether in contract, tort and/or any other cause of action in law. Accordingly, the client expressly agrees that it will bring no proceedings and take no action in any court of law against AJW Engineering Ltd.'s employees, stamping engineers or principals in their personal capacity. The information on this drawing shall not be used for any other project or works. The information on these drawings applies solely to this project. AJW Engineering Ltd. will take no responsibility for any changes to or deviations from this drawings unless approved by our office in writing.

38x89

6

Issued for Construction

REVISION/ISSUED:

89x89

38x89

03/11/14 DATE

33 37

9 82

89x89

Level 4 1600

Level 3 38 x8 9

38 x8 9

9 x8 38

1000

Nov. 03, 2014

Level 2 ENGINEER:

400 38x89

Level 1 0

2

89x89

5080 Timberlea Blvd., Unit #42-44, Mississauga, Ontario, CANADA. L4W 4M2 Phone: (905)-840-0530 Fax: (905)-212-9012

PART C VIEW 1 1 : 25

89x89

ORDER BY:

89x89

C

89x89

B

89x89

400

PROJECT ADDRESS:

89x89

2220 Eglinton Ave E, Toronto, ON Level 4

PROJECT:

1600

PERMANENT SEATING STRUCTURE

89x89

DRAWING DESCRIPTION:

38 x8 9

9 x8 38

89x89

9 x8 38

89x89

38 x8 9

Level 3

PART C

1000

Level 2 89x89

400

38x89

Level 1

REFERENCE FILE: THIS DRAWING HAS BEEN PREPARED FROM INFORMATION SHOWN ON DWG NO.:

0

3

X:\projects\8000-8099\8095\drawings\R1\14-8095.11949-R1.rvt

PART C VIEW 2 1 : 25

FILE NAME:

4

PART C ISOMETRIC 1

DRAWN BY:

CHECKED BY:

OAZ

EF, EOD

SCALE:

AS NOTED

DATE STARTED:

Nov. 03, 2014

PROJECT NUMBER:

14-8095.11949

DRAWING NUMBER:

S05

NOTE: PLYWOOD NOT SHOWN FOR CLARITY.

SIMPSON STRONG TIE BOTH SIDE (TYP.) SEE DETAIL 15/S06

4

SIMPSON STRONG TIE BOTH SIDE (TYP.) SEE DETAIL 15/S06

5

3

2 2

FRAME CONNECTIONS 1

4

FRAME CONNECTIONS 3

6

FRAME CONNECTIONS 5 R0

6

03/11/14

Issued for Construction

DATE No.

DD/MM/YY

DESCRIPTION

REVISION/ISSUED:

SIMPSON STRONG TIE BOTH SIDE (TYP.) SEE DETAIL 15/S06

1

FRAME CONNECTIONS

3

FRAME CONNECTIONS 2

5

FRAME CONNECTIONS 4

7

FRAME CONNECTIONS 6

This drawing is on loan only, not to be copied or duplicated in any way without the written consent of AJW Engineering Ltd. This drawing is not to be used for construction until approved. All work is to be done in accordance with current OBC, OHSA and all authorities having jurisdiction. Do not scale the drawings. All dimensions, drawings and documents must be verified by the contractor prior to commencing any work. Any discrepancy must be communicated to the engineer. The client expressly agrees that AJW Engineering Ltd. employees, stamping engineers and principals shall have no personal liability to the client in respect of a claim, whether in contract, tort and/or any other cause of action in law. Accordingly, the client expressly agrees that it will bring no proceedings and take no action in any court of law against AJW Engineering Ltd.'s employees, stamping engineers or principals in their personal capacity. The information on this drawing shall not be used for any other project or works. The information on these drawings applies solely to this project. AJW Engineering Ltd. will take no responsibility for any changes to or deviations from this drawings unless approved by our office in writing.

89 10

77

45

89

89x89 WOOD COLUMN

12mm LAG BOLT @ MIN. 77mm c/c (TYP)

69

45

62

10

20

FULLY ENCLOSED GUARDRAIL 3

45

20

(Typ.)

MIN. 89x89x4 STEEL BASEPLATE

1200 MAX.

77

45

89

77

89x89 COLUMN BELOW

77

12mm LAG BOLT @ MIN. 77mm c/c (TYP)

400 mm MAX.

50mm ∅ STAINLESS STEEL TUBE. MIN. THICKNESS 3.2mm @ EVERY 89x89 COLUMN (TYP)

89x89 WOOD MEMBER

77

89x89 WOOD MEMBER

77

89x184 WOOD MEMBER

62

89x184 WOOD MEMBER

10

69

10

2- 12mm ∅ LAG BOLTS THROUGH BASE PLATE AND COLUMN (TYP)

ENGINEER:

77

89

Nov. 03, 2014

DETAIL 1 1:5

10

DETAIL 3

12

1:5

DETAIL 5 1:5

14

DETAIL 8 5080 Timberlea Blvd., Unit #42-44, Mississauga, Ontario, CANADA. L4W 4M2 Phone: (905)-840-0530 Fax: (905)-212-9012

1 : 10

1070 MIN.

8

ORDER BY:

62

SIMPSON STRONG TIE PLATE

3 3

PROJECT ADDRESS:

2220 Eglinton Ave E, Toronto, ON LENGTH VARIES

77

(Typ.)

62

89x89x4 STEEL BASEPLATE

(Typ.) 77

2- 12MM ∅ LAG BOLTS THROUGH BASE PLATE AND COLUMN (TYP)

50mm ∅ STEEL TUBE MIN. THICKNESS 3.2mm @ 1220mm c.c [MAX.] 3 3

89x89 WOOD MEMBER

DETAILS

2- 12MM ∅ LAG BOLTS THROUGH BASE PLATE AND COLUMN (TYP)

12mm LAG BOLT @ MIN. 77mm c/c (TYP)

PERMANENT SEATING STRUCTURE DRAWING DESCRIPTION:

400 mm MAX.

77

2x4 HANGER w/ 4-#10 NAILS

PROJECT:

WIDTH VARIES

REFERENCE FILE: THIS DRAWING HAS BEEN PREPARED FROM INFORMATION SHOWN ON DWG NO.:

38x89 WOOD MEMBER 89x89 WOOD COLUMN (TYP)

FILE NAME:

9

X:\projects\8000-8099\8095\drawings\R1\14-8095.11949-R1.rvt

DETAIL 2 1:5

11

DETAIL 4 1:5

13

DETAIL 6 1:5

15

DETAIL 7 1:1

DRAWN BY:

CHECKED BY:

OAZ

EF, EOD

SCALE:

AS NOTED

DATE STARTED:

Nov. 03, 2014

PROJECT NUMBER:

14-8095.11949

DRAWING NUMBER:

S06

GENERAL NOTES:

Sheet List

THE INFORMATION ON THIS DRAWING SHALL NOT BE USED FOR ANY OTHER PROJECT OR WORKS. THE INFORMATION ON THESE DRAWINGS APPLIES SOLELY TO THIS PROJECT.

1

H

C250X37

2085

H H

1 : 100

250

C250X37 50 204

125

458

420

2085

HSS 89X89X6.4

400 EXISTING STRUCTURAL SLAB

100

PLATE SECURED WITH (3) 9.5 mm Ø ROUND HEAD BOLT (413 MPA TENSILE STRENGTH MINIMUM)

MIN. EDGE DISTANCE 200 mm

EXISTING STRUCTURAL SLAB

1

24/02/15

Issued for Review

P3

22/01/15

Issued for Review

P2

12/01/15

Issued for Review

P1

15/11/14

Issued for Review

P0

07/11/14

Issued for Review

THREADED ROD

WT125X11

C250X37 13 S03

GATE FRAME POSTS

ELEVATION VIEW

BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF TWO BOLTS IN EACH CONNECTED PIECE AND BE DESIGNED AS BEARING CONNECTIONS, UNLESS NOTED OTHERWISE.

1 : 25

HOIST TIE TO SLAB PLAN VIEW 1 : 25

Y R NA I IM L E R P

(4) 75 NPS SCH 160 PIPE ACTUAL O.D = 89 mm

1600

4

PLATE SECURED WITH (3) 9.5 mm Ø ROUND HEAD BOLT (413 MPA TENSILE STRENGTH MINIMUM)

S03

1

PLATE 1446X417X10 mm

15M REBAR 3000 mm

2

C250X37

S04

UNLESS NOTED OTHERWISE, DO NOT OVERSIZE HOLES IN STEEL TO FIT ANY ANCHOR LOCATIONS. FOR COLUMN BASE PLATE HOLES, UNLESS NOTED OTHERWISE ON DRAWINGS, FOLLOW STANDARD PRACTICE WHICH IS TO SLIGHTLY OVERSIZED HOLES. USE 1/4" OVERSIZED HOLE DIAMETER FOR COLUMN ANCHOR RODS UP TO AND INCLUDING 1 1/16" DIAMETER, AND 1/2" OVERSIZED HOLE DIAMETER FOR COLUMN ANCHOR RODS GREATER THAN 1 1/16" DIAMETER. BOLTED CONNECTION SHALL SATISFY CAN/CSA-S16 CLAUSE 27.1.6.

DESCRIPTION

100

STEEL TO BE EXPOSED IN FINISHED WORK SHALL BE CLEANED, PREPARED, PRIMED AND PAINTED IN ACCORDANCE WITH CAN/CSA-S16 AND PAINTING SPECIFICATION.

1000

DD/MM/YY

REVISION/ISSUED:

MINIMUM UNLESS NOTED

12.

ENGINEER:

S02

DESIGN LOADS:

395

608

LIVE LOADS (KPA) SUPERIMPOSED

5080 Timberlea Blvd., Unit #42-44, Mississauga, Ontario, CANADA. L4W 4M2 Phone: (905)-840-0530 Fax: (905)-212-9012 ORDER BY:

4.8 KPA (100 Psf) WIND LOADS (KPA) SUPERIMPOSED

110

2.

P4

This drawing is on loan only, not to be copied or duplicated in any way without the written consent of AJW Engineering Ltd. This drawing is not to be used for construction until approved. All work is to be done in accordance with current OBC, OHSA and all authorities having jurisdiction. Do not scale the drawings. All dimensions, drawings and documents must be verified by the contractor prior to commencing any work. Any discrepancy must be communicated to the engineer. The client expressly agrees that AJW Engineering Ltd. employees, stamping engineers and principals shall have no personal liability to the client in respect of a claim, whether in contract, tort and/or any other cause of action in law. Accordingly, the client expressly agrees that it will bring no proceedings and take no action in any court of law against AJW Engineering Ltd.'s employees, stamping engineers or principals in their personal capacity. The information on this drawing shall not be used for any other project or works. The information on these drawings applies solely to this project. AJW Engineering Ltd. will take no responsibility for any changes to or deviations from this drawings unless approved by our office in writing.

GATE FRAME POST (Typ.)

S01 S01

Issued for Review

1 : 50

L152X152X13

S03

L152X152X13

LADING FRONT VIEW

±5° - 10°

S01 S01

18/03/15

DATE

HSS 79X79X6.4

4

P5

No.

2

FABRICATION, ERECTION, STRUCTURAL DESIGN AND DETAILING OF ALL STEEL SHALL BE IN ACCORDANCE WITH CAN/CSA-S16.

CONNECTION DETAILS SHOWN ON THE STRUCTURAL DRAWINGS SHALL NOT BE ALTERED BY THE CONTRACTOR WITHOUT WRITTEN APPROVAL FROM AJW ENGINEERING.

1.

S01

LANDING SIDE VIEW

110 1750

PLATE 1446X417X10 mm

CONNECTIONS AND SPLICES NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT REQUESTED BY THE FABRICATOR MUST BE ACCEPTABLE TO AJW ENGINEERING AND DETAILED ON THE SHOP DRAWINGS. TESTING OF THESE CONNECTIONS SHALL BE AT THE DISCRETION OF AJW ENGINEERING AND TO THE CONTRACTORS ACCOUNT.

11.

14.

L152X152X13

STRUCTURAL STEEL SECTION SHALL BE NEW AND CONFORM TO CSA STANDARD G40.21 350W FOR WIDE FLANGE BEAM AND HOLLOW STRUCTURAL SECTIONS CLASS H, UNLESS NOTED OTHERWISE.

BOLTS SHALL BE A325 3/4" OTHERWISE.

13.

S01

WELDING SHALL CONFORM TO THE REQUIREMENTS OF CSAW59-03 WELDED STEEL CONSTRUCTION AND SHALL BE CARRIED OUT BY WELDERS QUALIFIED IN ACCORDANCE WITH CSA-W47.1-09 CERTIFICATION OF COMPANIES FOR FUSION WELDING OF STEEL STRUCTURES.

9. 10.

4

ALL NON STAINLESS STEEL BOLTS AND THREADED ROD TO BE MINIMUM 300W STEEL TO CAN/CSA-G40.21. BOLTS MAY BE ASTM A325, GALVANIZED.

FILLET WELDS SHALL BE 3/16" MINIMUM UNLESS NOTED OTHERWISE.

FOR 4500 mm>=H>=3000 mm VERTICAL BRACING SHALL BE INSTALLED IN EACH FLOOR.

S01

STRUCTURAL STEEL TO CONFORM TO MIN. CAN/CSA-G40.21, GRADE 350W (CLASS "C") FOR HOLLOW STRUCTURAL SECTIONS AND GRADE 300W FOR PLATES AND ALL OTHER SHAPES UNLESS OTHERWISE NOTED.

8.

3

Date Mar. 18, 2015 Mar. 18, 2015 Mar. 18, 2015 Mar. 18, 2015

LANDING GATE

8

2085

7.

BRACING CLAMPS SECURED TO VERTICAL COLUMN POSTS 50 NPS SCH 160 PIPE ACTUAL O.D = 60.3 REFERENCE SHEET S05

Rev. P5 P5 P5 P5

BRACING CLAMPED TO THE FRONT COLUMNS 50 NPS SCH 160 PIPE ACTUAL O.D = 60.3 REFERENCE SHEET S05

250

6.

770

WT125X11

5.

THE DESIGN, FABRICATION & ERECTION OF ALL STEEL COMPONENTS SHALL CONFORM TO CSA-S16-09 LIMIT STATES DESIGN OF STEEL STRUCTURES.

Sheet No. S01 S02 S03 S04

NOTE:

WT125X11

4.

VERTICAL BRACING (Typ.)

S03

1750

3.

12

Sheet Name NOTES, PLANS, SECTIONS & 3D VIEWS DETAILS DETAILS FABRICATIONS

110

2.

BRACING CONNECTION ANGLES TBD REFERENCE SHEET S05

S02

STEEL NOTES: 1.

H

100

AJW ENGINEERING LTD. WILL TAKE NO RESPONSIBILITY FOR ANY CHANGES TO OR DEVIATIONS FROM THIS DRAWING UNLESS APPROVED BY OUR OFFICE IN WRITING.

WT125X11

15M REBAR 3000 mm

WT125X11

7.

ALL TEMPORARY STRUCTURES OR WORKS INCLUDING SHORING, FORM WORK, SCAFFOLDING, AND FALSE WORK SHALL BE PROVIDED BY THE CONTRACTOR.

WT125X11

6.

50 mm MIN DISTANCE FOR PLATE OVER THE SLAB EDGE

608

5.

PLATE 1446X417X10 mm

WT125X11

AJW ENGINEERING TO INSPECT SITE PRIOR TO INITIAL USE TO VERIFY COMPLIANCE WITH THIS DRAWING. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT AJW ENGINEERING ONCE STRUCTURE IS COMPLETE.

WT125X11

4.

No. 01 02 03 04

PLATE SECURED WITH (3) 9.5 mm Ø ROUND HEAD BOLT (413 MPA TENSILE STRENGTH MINIMUM)

FULLY EXTENDED

WT125X11

ALL DIMENSIONS, DRAWINGS, AND DOCUMENTS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING ANY WORK. ANY DISCREPANCY MUST BE COMMUNICATED TO THE ENGINEER.

1975

WT125X11

3.

625

WT125X11

THE STRUCTURAL DRAWINGS ARE TO BE READ AND USED IN CONJUNCTION WITH THE SPECIFICATIONS AND ALL OTHER CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DOCUMENTS AND DRAWINGS.

WT125X11

2.

(4) 75 NPS SCH 160 PIPE ACTUAL O.D = 89 mm

1750

THIS DRAWING(S) CONFORMS TO THE REQUIREMENTS OF THE ONTARIO BUILDING CODE 2012.

110

1.

C250X37

LANDINGS - - - - - - - - - - 0.43 KPA (93 km/hr) HOIST - - - - - - - - - - - - - - 0.16 KPA (55 km/hr) L152X152X13

PROJECT ADDRESS:

2085

125

50 287

420

PROJECT:

WT125X11

1750

PLATE 1446X417X10 mm

503 Carlingview Dr., Etobicoke, ON

420

5

New Hoist Product Development

3D View 1

S01

DRAWING DESCRIPTION:

400

NOTES, PLANS, SECTIONS & 3D VIEWS 100

58

PLATE SECURED WITH (3) 9.5 mm Ø ROUND HEAD BOLT (413 MPA TENSILE STRENGTH MINIMUM)

L152X152X13 MIN. EDGE DISTANCE 200 mm

EXISTING STRUCTURAL SLAB

REFERENCE FILE: THIS DRAWING HAS BEEN PREPARED FROM INFORMATION SHOWN ON DWG NO.:

GATE FRAME POST (Typ.)

2 S01 S01

FILE NAME:

HOIST TIE TO SLAB PLAN VIEW 1 : 25

7 S01

X:\projects\8100-8199\8126\drawings\P5\14-8126.12010-P5.rvt

3D VIEW 3

6

3D VIEW 2

DRAWN BY:

CHECKED BY:

OAZ

SM, MC, MA

SCALE:

AS NOTED

DATE STARTED:

Nov. 07, 2014

PROJECT NUMBER:

14-8126.12010

DRAWING NUMBER:

S01

12 (3) KWIK HUS-EZ (KH-EZ) 3/8 (2 1/2)

14

S02

625

S02

1975 590

430

200

2-M16 BOLTS, A325 (Typ.) MIN. ASTM A500 HSS 64X6.4 INTERNAL SLEEVE

78 75

C250X37

50

35

5

2-M16 A325 BOLT(Typ.)

RANGE OF THE PLATFORM LENGTH IS FROM 1600 mm UP TO 1975 mm (MAX)

1 : 12

1000

10

197

C 250X37

S03

S02

65

50

2-M16 BOLTS, A325 (Typ.) 35 75

100

100 C250X37

ELEVATION B

7

HSS89X89X6.4

S03 S02

150

75 75

150

S01 S02

ASTM A500 HSS 64X6.4 INTERNAL SLEEVE

2-M16 BOLTS, A325 (Typ.) HSS76X76X6.4

1 : 12

2-M16 BOLTS, A325 (Typ.) MIN.

Issued for Review

P1

15/11/14

Issued for Review

P0

07/11/14

Issued for Review

DD/MM/YY

DESCRIPTION

Y R NA I IM L E R P

90 5

6

S02

(Typ.)

6

70

2-M16 A325 BOLTS (Typ.)

254

ENGINEER:

70

C250X37

PLATE 230X160X16 mm

HSS 88.9X88.9X6.4

57

90 75

608

133

L51X51X6.4

32 mm 4 STRUT TYPE EC-4 NCA INSERT

(Typ.)

3D View 4

10

57

HSS89X89X6.4

1-M20 150

12/01/15

HSS76X76X6.4

58

150

P2

89 mm DIAM STUD CLAMP L152X152X13

1075 50

1526

L152X152X13

150

Issued for Review

75 NPS SCH 160 PIPE ACTUAL O.D = 89 mm

RANGE OF THE PLATFORM LENGTH IS FROM 1600 mm UP TO 1975 mm (MAX)

CONNECTION TRUSS @ FULLY COMPACTED

2

200

22/01/15

GATE FRAME POSTS

MIN. EDGE DISTANCE 200 mm

KWIK HUS-EZ (KH-EZ) 3/8 (2 1/2)

1:5

100

150

P3

GATE FRAME POSTS

58 150

Issued for Review

L152X152X13

75 125

24/02/15

100

3559 58

150

50

200

89 mm DIAM STUD CLAMP

M20 THROUGH BOLTS (Typ.)

608

L51X51X6.4

L5 1X 51 X6 .4

L51X51X6.4

.4 X6 51 1X L5

395

PLATE 210X170X10 mm

(3) M20 A325 (Typ.)

HSS89X89X6.4

32 mm 4 STRUT TYPE EC-4 NCA INSERT

P4

This drawing is on loan only, not to be copied or duplicated in any way without the written consent of AJW Engineering Ltd. This drawing is not to be used for construction until approved. All work is to be done in accordance with current OBC, OHSA and all authorities having jurisdiction. Do not scale the drawings. All dimensions, drawings and documents must be verified by the contractor prior to commencing any work. Any discrepancy must be communicated to the engineer. The client expressly agrees that AJW Engineering Ltd. employees, stamping engineers and principals shall have no personal liability to the client in respect of a claim, whether in contract, tort and/or any other cause of action in law. Accordingly, the client expressly agrees that it will bring no proceedings and take no action in any court of law against AJW Engineering Ltd.'s employees, stamping engineers or principals in their personal capacity. The information on this drawing shall not be used for any other project or works. The information on these drawings applies solely to this project. AJW Engineering Ltd. will take no responsibility for any changes to or deviations from this drawings unless approved by our office in writing.

3D View 3

9

50

58

430

Issued for Review

REVISION/ISSUED:

240

430

18/03/15

No.

1600

218

P5

DATE

70

WT 125X11

254

1-M20 A325 BOLT (Typ.)

35

2-M16 BOLTS, A325 (Typ.)

CONNECTION TRUSS @ FULLY EXTENDED

1

608

912

150

MIN. EDGE DISTANCE 200 mm

(3) KWIK HUS-EZ (KH-EZ) 3/8 (2 1/2)

262

PLATE 180X180X16 mm

35

150

L152X152X13

35

150

40

210

150

521

90

70

207

S01 S02

L51X51X6.4

40

150

(4) 75 NPS SCH 160 PIPE ACTUAL O.D = 89 mm L 152X152X13

170

35

150

3559 58

150

GATE FRAME POST

L 152X152X13

S02

HSS89X89X6.4 150

125

89 mm DIAM STUD CLAMP

GATE FRAME POST

13

HSS76X76X6.4

S02

200

L5 1X 51 X6 .4

375

L51X51X6.4

4

L51X51X6.4

395

L51X51X6.4

32 mm 4 STRUT TYPE EC-4 NCA INSERT

.4 X6 51 1X L5

608

L51X51X6.4 VARIABLE LENGTH

100

HSS89X89X6.4

100

65

L152X152X13

5080 Timberlea Blvd., Unit #42-44, Mississauga, Ontario, CANADA. L4W 4M2 Phone: (905)-840-0530 Fax: (905)-212-9012

726

150

HSS89X89X6.4 50

75

50

58

89 mm DIAM STUD CLAMP

HSS76X76X6.4 Ø20 mm THROUGH BOLT (Typ.)

2-M16 BOLTS, A325 (Typ.)

HSS 102X6.4 3-Ø22 HOLE (Typ.)

3-Ø22 HOLE (Typ.)

CONNECTION TRUSS @ FULLY COMPACTED

RANGE OF THE PLATFORM LENGTH IS FROM 1600 mm UP TO 1975 mm (MAX)

35 mm SOLID WITH TENSILE CAPACITY =>150 KN THREADED AND MINIMUM fy=250MPa HEAVY DUTY BOLT LENGTH=140 mm FRONT NUT WELDED PLATE 100X100X12 mm TO THE U-SHAPE PLATE WELDING IS 8MM FILLET WELD E49XX (Typ.) 6 20MM THROUGH BOLT

100

12

4 S02 S02

1:5

X:\projects\8100-8199\8126\drawings\P5\14-8126.12010-P5.rvt

HOLE IS THREADED TO RECEIVE THE 35 mm THREADED ROD

(Typ.)

HSS 89X89X6.4

HSS 89X89X6.4 170

250

PLATE 10 mm

a a

8

32 mm Ø INSERT LAG BOLT (Typ.) 5 S02 S02

SECTION 1:5

(Typ.)

REFERENCE FILE: THIS DRAWING HAS BEEN PREPARED FROM INFORMATION SHOWN ON DWG NO.:

15

15 6

L51X51X6.4

35 mm THREADED ROD WITH TENSILE CAPACITY =>150 KN AND MINIMUM fy=250MPa 6

S02

6

a

(Typ.) FILE NAME:

58

PLATE 10 mm (Typ.)

60

120

60

80

PLATE 10 mm

80

PL 100X100X12 mm

12 mm U-PLATE

20

40 20

6

60

80

END NUT TO HOLD THE THREADED ROD

a

63

51 80

100

MIN

32 mm 4 STRUT TYPE EC-4 NCA INSERT

TRUSS CONNECTION TO CONCRETE SLAB TOP VIEW

L51X51X6.4

60

PLATE 80X80X12 mm

DETAILS

60

PL 280X150X12 mm

DRAWING DESCRIPTION:

1:5

37

80 NUT WELDED TO THE END PLATE, WITH 6 MM FILLET WELD E49XX

6

25

S02

FRONT NUT WELDED TO THE U-SHAPE PLATE WITH 8MM FILLET WELD E49XX

75

MIN

75

New Hoist Product Development

ø

5

SLAB THICKNESS

310

80

190

40 35 28

PROJECT:

100

2 ø2

HEAVY DUTY NUT

32 mm 4 STRUT TYPE EC-4 NCA INSERT

PLATE 80X80X12 mm

12 45

HSS76X76X6.4

ELEVATION A

8 S03 S02

40

20MM THROUGH BOLT

TIE END CONNECTION AT FACE OF SLAB

S02

12 56 12

32 mm Ø INSERT LAG BOLT (Typ.)

11

40

12 mm U-PLATE

503 Carlingview Dr., Etobicoke, ON

80

1 : 12

PROJECT ADDRESS:

28 28

S01 S02

40

3

113

150

60

150

60

150

100

150

100

125

64

3559 58

ORDER BY:

a

(Typ.) a = 20 mm

a

a a

a = 20 mm

DRAWN BY:

CHECKED BY:

OAZ

SM, MC, MA

SCALE:

AS NOTED

DATE STARTED:

Nov. 07, 2014

PROJECT NUMBER:

14-8126.12010

DRAWING NUMBER:

S02

HSS 89X89X6.4

12mm U-PLATE DETAIL 1:5

12 S02 S02

PLATE 1 1:5

13 S02 S02

PLATE 2 1:5

14 S02 S02

PLATE 3

L51X51X6.4

1:5

L152X152X13

GATE FRAME POST

6-9.5 mm Ø ROUND HEAD BOLT (413 MPA TENSILE STRENGTH MINIMUM ) IN LANDING PLATE & GATE STRAPPING PLATE

L152X152X13

1 S03

1346

C250X37

1625

1750

12 mm Ø U-BOLTS GRADE A307-A WITH 89 mm INTERNAL DIAMETER

50 75

WT125X11

(4) 89 mm DIAM STUD CLAMP

63

GATE FRAME POST

L152X152X13

LANDING CHEQUERED PLATE 10 mm

63

1-M16 A325

75 50

PLATE ON GATE

(4) 75 NPS SCH 160 PIPE ACTUAL O.D = 89 mm

1 S03 S03

39X89 mm CONTINUOUS WOOD BLOCKING SECURED TO GUARD RAIL PL 120X120X4.8 mm

GATE FRAME ELEVATION 48 mm ØX3.12 SCAFFOLD TUBE GUARD RAIL

1 : 10

(4) 75 NPS SCH 160 PIPE ACTUAL O.D = 89 mm

5 S03

2

P5

18/03/15

Issued for Review

1-M16 A325

P4

24/02/15

Issued for Review

P3

22/01/15

Issued for Review

P2

12/01/15

Issued for Review

P1

15/11/14

Issued for Review

P0

07/11/14

Issued for Review

89 mm DIAM STUD CLAMP

GATE FRAME POSTS PLAN

DATE No.

1 : 10

20

120

S01 S03

(1) 12 mm Ø HOLES IN C250 FOR PLATE CONNECTION BOLTS

DESCRIPTION

REVISION/ISSUED:

20

NO. 2 POST SHORE SECURED WITH 2 HILTI HUS-EZ 9.5 mm DIAM EMBEDMENT 30 mm

58

89 mm DIAM STUD CLAMP

120

48 mm ØX3.12 SCAFFOLD TUBE GUARD RAIL

3 60°

Typ.

3

20

21

20

PL 120X120X4.8 mm

195

BARRIER

GATE 3D VIEW

FOR MAXIMUM FLOOR HEIGHT OF 3000 mm

S03

GATE 3D VIEW

6 S03

S03

120

89 mm DIAM STUD CLAMP

20 195

20

DD/MM/YY

48 mm ØX3.12 SCAFFOLD TUBE GUARD RAIL

75 NPS SCH 160 PIPE ACTUAL O.D = 89 mm

39X89 mm CONTINUOUS WOOD BLOCKING SECURED TO GUARD RAIL 21 S03 S03

GUARD DETAIL 1:5

L64X64X6.4 COPPED AT END TO CLEAR POST SHORE & GATE POST SECURED TO COLUMNS WITH 12 mm U-BOLT 4 S01 S03

1

SIDE GUARD PLAN

3-150

Typ.

1 : 10

89 mm DIAM STUD CLAMP

L 38X38X6.4 4.8

L 64X64X6.4 COPED AT END TO CLEAR POST SHORE SECURED TO COLUMNS WITH 12 mm U-BOLT

25-150

4.8

2L 25X25X4.8

3

Typ.

(3) 6 mm HEX BOLT

Y R NA I IM L E R P

Typ. 39X89 mm CONTINUOUS WOOD BLOCKING SECURED TO GUARD RAIL

48 mm ØX3.12 SCAFFOLD TUBE GUARD RAIL

Typ. 2 L25X25X4.8

PLATE 190 X70 X6.4 mm

L 38X38X6.4

39X89 mm CONTINUOUS WOOD BLOCKING SECURED TO GUARD RAIL

±150 mm

L 38X38X6.4 GATE

1.66 mm WIRE MESH REJECTING 1" SPHERE

GUARD TIED TO BARRIER

CONNECTION DETAIL

14

2L 25X25X4.8

S03 S03

7

1:5

14

2 L 25X25X4.8

GUARD 3D VIEW

S03

FOR MAXIMUM FLOOR HEIGHT OF 3000 mm ENGINEER:

500

S03

SCAFFOLD TUBE CLAMP

This drawing is on loan only, not to be copied or duplicated in any way without the written consent of AJW Engineering Ltd. This drawing is not to be used for construction until approved. All work is to be done in accordance with current OBC, OHSA and all authorities having jurisdiction. Do not scale the drawings. All dimensions, drawings and documents must be verified by the contractor prior to commencing any work. Any discrepancy must be communicated to the engineer. The client expressly agrees that AJW Engineering Ltd. employees, stamping engineers and principals shall have no personal liability to the client in respect of a claim, whether in contract, tort and/or any other cause of action in law. Accordingly, the client expressly agrees that it will bring no proceedings and take no action in any court of law against AJW Engineering Ltd.'s employees, stamping engineers or principals in their personal capacity. The information on this drawing shall not be used for any other project or works. The information on these drawings applies solely to this project. AJW Engineering Ltd. will take no responsibility for any changes to or deviations from this drawings unless approved by our office in writing.

9

L 38X38X6.4

S03

L 38X38X6.4 L152X152X13

CUT MESH AROUND BOLT 3

10

GUARD PIPE

500

(3) 6 mm HEX BOLT

Typ.

22

(3) 6 mm HEX BOLT

5080 Timberlea Blvd., Unit #42-44, Mississauga, Ontario, CANADA. L4W 4M2 Phone: (905)-840-0530 Fax: (905)-212-9012

60°

GUARD ELEVATION (4) 75 NPS SCH 160 PIPE ACTUAL O.D = 89 mm

1:2

1 : 10

35 5

35 35

New Hoist Product Development 17

10

28

WT 125X11

3-9.5 mm Ø ROUND HEAD BOLT (413 MPA TENSILE STRENGTH MINIMUM )

S01 S03

FRONT CHANNEL CONNECTION 1:5

DRAWING DESCRIPTION:

35

DETAILS

10

13 S01 S03

PLATE TO T CONNECTION

(4) 75 NPS SCAFFOLD CLAMPS

1:2

11 S03

FILE NAME:

6

(Typ.)

PIPE TO CHANNEL CONNECTION TYPE A 1:5

REFERENCE FILE: THIS DRAWING HAS BEEN PREPARED FROM INFORMATION SHOWN ON DWG NO.:

PLATE 400X70X10 mm

PLATE 210X170X10 mm W300

12

3D VIEW 3

S03

24 7 S02 S04

Ø20 mm THROUGH BOLT (Typ.)

89 mm DIAM STUD CLAMP

35 35

35 X:\projects\8100-8199\8126\drawings\P5\14-8126.12010-P5.rvt

1:5

PROJECT:

89 mm DIAM STUD CLAMP

PLATE 560X70X10 mm

28

S02 S03

CLAMP DETAIL

S03

PROJECT ADDRESS:

3-M20 A325 (Typ.)

8 S02

Section 3

20

12 mm Ø HOLE

S028 view

10

GUARD CONNECTION 3D

S03

3

C 250X37

(Typ.)

15

C 250x37

89 mm DIAM STUD CLAMP

6

SECTION

5 S03 S03

503 Carlingview Dr., Etobicoke, ON

75 NPS SCH 160 PIPE ACTUAL O.D = 89 mm

89 mm DIAM STUD CLAMP

DETAIL

330

1 : 20

9 S03 S03

35

S03

480

8

ORDER BY:

18 S03

6

(Typ.)

PIPE TO CHANNEL CONNECTION TYPE B 1:5

22

GUARD CONNECTION 3D

DRAWN BY:

CHECKED BY:

OAZ

SM, MC, MA

SCALE:

AS NOTED

DATE STARTED:

Nov. 07, 2014

PROJECT NUMBER:

14-8126.12010

DRAWING NUMBER:

S03

150 2308

472

1610 630

390

25 80

L38X38X6.4 mm L = 2440 L = 1220

1833

25 80

1 : 10

170 90

40

52

447 1

60

255

100

Ø8 mm BARRIER HOLES

60

Ø22 mm

100

ø

34

ø

50

34

Ø22 mm

S01 S04

S04

1 : 10

S03 S04

1:5

HSS TIE TO SLAB CONNECTION PLATE

25

1:5

S04

1:5

(2) L25X25X4.8

70

75 NPS SCH 160 PIPE ACTUAL O.D = 89 mm

L = 1200 35

230

35 35

1750 673

673

130

190

24/02/15

Issued for Review

P3

22/01/15

Issued for Review

P2

12/01/15

Issued for Review

P1

15/11/14

Issued for Review

P0

07/11/14

Issued for Review

S04

1:5

Ø22 mm

BARRIER INTERNAL MEMBER

12

1:5

50

1 : 10

DESCRIPTION

Y R NA I IM L E R P

50

BARRIER RAIL CLAMP PLATE

16

DD/MM/YY

This drawing is on loan only, not to be copied or duplicated in any way without the written consent of AJW Engineering Ltd. This drawing is not to be used for construction until approved. All work is to be done in accordance with current OBC, OHSA and all authorities having jurisdiction. Do not scale the drawings. All dimensions, drawings and documents must be verified by the contractor prior to commencing any work. Any discrepancy must be communicated to the engineer. The client expressly agrees that AJW Engineering Ltd. employees, stamping engineers and principals shall have no personal liability to the client in respect of a claim, whether in contract, tort and/or any other cause of action in law. Accordingly, the client expressly agrees that it will bring no proceedings and take no action in any court of law against AJW Engineering Ltd.'s employees, stamping engineers or principals in their personal capacity. The information on this drawing shall not be used for any other project or works. The information on these drawings applies solely to this project. AJW Engineering Ltd. will take no responsibility for any changes to or deviations from this drawings unless approved by our office in writing.

50

Ø22 mm

LANDING T

S01 S04

ASTM A500 HSS 64X6.4 INTERNAL SLEEVE

50 35

25 Ø18 mm 5

Eq.

Ø22 mm

52

WT125X11

Ø12 mm

Eq.

PL 7 mm

72

P4

50

130

25

72

50

CHANNEL SPLICE PLATE

23

BARRIER FRAME

11

460

NOTE: MIRRORED SECONED

LANDING ANGLE

Issued for Review

No.

Ø18 mm 2

18/03/15

50

Ø22 mm

P5

DATE

190

75

380

1 : 10

310

150

380

78

INNER BARRIER TOP ANGLE SUPPORT

1

PLATE 210X170X10 mm

35

L152X152X13 480

380

78

REVISION/ISSUED:

1

72

72 58 MIN

380

75

50

368

Ø14 mm 228

50

52

380

COPED L64X64X6.4

70

368

360

75

NOTE: MIRRORED SECONED

70

52

480

210

409

380

S01 S04

80

75 52

360

32

NOTE: MIRRORED SECONED

CHANNEL FRONT VIEW

35

VARIABLE 35 MIN

150

2625 Ø14 mm 435

2600 150

1 : 10

150

Ø14 mm U-BOLT HOLES 150

OUTER BARRIER TOP ANGLE SUPPORT

13 S04

40

145

120 15

75

155

S03 S04

150

Ø14 mm 245

380

COPED L64X64X6.4

90

Ø12 mm

C250X37

24

125

360

82

Ø12 mm

152

106

480

NOTE: MIRRORED SECONED

90 82 43 75

380

82

630

Ø22 mm

102

82

57 70 70 57

658

225

360

32

Ø22 mm

Ø14 mm 435

Ø18 mm

32

Ø12 mm

32

Ø18 mm

2625

50

25

Ø22 mm 784 224

75

35 75

75 35

75

L51X51X4.8

L51X51X6.4

1122

14

L = 460 mm L = 560 mm

937

S03 S04

25

S03 S04

1:5

367

473 25

25

413

ENGINEER:

35

25

Ø22 mm

COLUMN SPLICE INTERNAL SLEEVE

15

417

25

HSS76X76X6.4

COLUMN SPLICE

TIE HSS 89X89

7 S04

1 : 10

TIE ANGLE

9 S04

1 : 10

S04

1 : 10

50

GATE HOLES

1 : 10

70 35 35

93

50

BOLTED TIE ANGLE

10

5080 Timberlea Blvd., Unit #42-44, Mississauga, Ontario, CANADA. L4W 4M2 Phone: (905)-840-0530 Fax: (905)-212-9012 ORDER BY:

630

TIE HSS 76X76

673

S04

673

8

50

HSS89X89X6.4

70 35 35

LANDING CHECKERED PLATE 10 mm

673

DRAWING DESCRIPTION:

FABRICATIONS

120

50

Ø18 mm

93

Ø18 mm 50

18 0

80

35

New Hoist Product Development 673

120

90

35

SAFWAY TIE SWIVEL ATTACHMENT

S04

PIPE TO CHANNEL CONNECTION TYPE A 1:5

X:\projects\8100-8199\8126\drawings\P5\14-8126.12010-P5.rvt

REFERENCE FILE: THIS DRAWING HAS BEEN PREPARED FROM INFORMATION SHOWN ON DWG NO.:

FILE NAME:

35 21

PROJECT:

PL 230X160X16 mm

160

35

Ø12 mm

37

80

11 0

90

400 550

156

0 18

PL 180X180X16 mm

Ø12 mm

230 37

503 Carlingview Dr., Etobicoke, ON

630

99

PLATE 400X70X10 mm

PROJECT ADDRESS:

50

PLATE 550X70X10 mm

Ø22 mm

50

270

120

Ø22 mm

1446

35

LANDING CHECKERED PLATE 10 mm

22 S04

PIPE TO CHANNEL CONNECTION TYPE B 1:5

19 S03 S04

STD TIE PLATE 1:5

20 S03 S04

HSS TIE PLATE 1:5

17 S04

TYPICAL LANDING CHECKERED PLATE 1 : 10

18 S04

GATE LANDING CHECKERED PLATE 1 : 10

DRAWN BY:

CHECKED BY:

OAZ

SM, MC, MA

SCALE:

AS NOTED

DATE STARTED:

Nov. 07, 2014

PROJECT NUMBER:

14-8126.12010

DRAWING NUMBER:

S04

0 0 5 3

ALL DIMENSIONS, DRAWINGS, AND DOCUMENTS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING ANY WORK. ANY DISCREPANCY MUST BE COMMUNICATED TO THE ENGINEER.

0 2 0 2

" 5 . 9 7

TWO(2) STEEL BASE FRAMES EMBEDDED INTO THE FOUNDATION AS PER STEEL BASE FRAMES EMBEDDED INTO MANUFACTURE THE FOUNDATION REQUIREMENTS. SEE "STF MASCHINEN & ANLAGE NBAU GMBH, MUELLE 800-1530 (ZN : 700-00002-0)"

4 S01

ALL TEMPORARY STRUCTURES OR WORKS INCLUDING SHORING, FORM WORK, SCAFFOLDING, AND FALSE WORK SHALL BE PROVIDED BY THE CONTRACTOR.

0 5 5 6

THE INFORMATION ON THIS DRAWING SHALL NOT BE USED FOR ANY OTHER PROJECT OR WORKS. THE INFORMATION ON THESE DRAWINGS APPLIES SOLELY TO THIS PROJECT.

" 9 . 7 5 2

+1500

0 3 0 2

±000

0 0 5 1 0 " 7 0 . 0 8 2 7

" 1 . 9 5

0 0 5

" 7 . 9 1

" 9 . 9 7 5

4.

0 0 6 25M @150 mm

1" (25 mm) SEALANT DEEP EXISTING CONCRETE SLAB

15M @250 mm

7.

REINFORCED ISOLATED FOUNDATION 6650X3500X2000 mm 0 2 0 2

2

" 5 . 9 7

S01

FORMWORKING DIMENSIONING 1 : 50

1 S01

0 4 2

3

1 : 50

17.

NO CALCIUM CHLORIDE IS PERMITTED, IN ANY FORM, IN ANY CONCRETE MIX WITHOUT THE EXPRESS WRITTEN CONSENT OF AJW ENGINEERING..

15M @300 mm

15M

25M @150 mm

" 6 . 3 2

25M @150 mm

15M @200 mm

25M @300 mm

25M @150 mm

0 5 9

" 4 . 7 3

0 4 5 1

0 1 4

" 6 . 0 6

15M @150 mm

" 1 . 6 1

0 8 4

" 9 . 8 1

0 8 1

" 1 . 7

0 7 0 1

25M @150 mm

" 1 . 2 4

25M @150 mm

m m 5 7 R E V O C

PROVIDE 20mm x 20mm CHAMFERED EDGE TO PERIMETER OF THE FOUNDATION TOP AND CORNERS AS PER DRAWINGS.

0 0 6

25M @150 mm

15M CHAIR

6 S01

Issued For Construction

R0

06/02/15

Issued For Construction

No.

DESCRIPTION

DD/MM/YY

REVISION/ISSUED:

m m 0 5 R E V O C

16.

0 5 . X A M

09/02/15

15M

CHAIR

This drawing is on loan only, not to be copied or duplicated in any way without the written consent of AJW Engineering Ltd. This drawing is not to be used for construction until approved. All work is to be done in accordance with current OBC, OHSA and all authorities having jurisdiction. Do not scale the drawings. All dimensions, drawings and documents must be verified by the contractor prior to commencing any work. Any discrepancy must be communicated to the engineer. The client expressly agrees that AJW Engineering Ltd. employees, stamping engineers and principals shall have no personal liability to the client in respect of a claim, whether in contract, tort and/or any other cause of action in law. Accordingly, the client expressly agrees that it will bring no proceedings and take no action in any court of law against AJW Engineering Ltd.'s employees, stamping engineers or principals in their personal capacity. The information on this drawing shall not be used for any other project or works. The information on these drawings applies solely to this project. AJW Engineering Ltd. will take no responsibility for any changes to or deviations from this drawings unless approved by our office in writing.

15M CHAIR

" 8 . 7 3 1

CURING OF CONCRETE TO MEET THE REQUIREMENTS FOR THE EXPOSURE CLASS AS OUTLINED IN CLAUSE 7.4.1.7 AS WELL AS TABLES 2 AND 20 OF CAN/CSA-A23.1-09.

0 0 2 ±

15M @300 mm

25M @150 mm

R1

1 : 25

0 0 5 3

15.

STEEL SLEEVE Ø 150

SECTION

15M @300 mm

m m 5 7 R E V O C

AT THE REQUEST OF THE OWNER, THE SUPPLIER WILL FURNISH TEST DATA RESULTS FOR EACH PROPOSED MIX DESIGN DEMONSTRATING THAT THEY MEET THE STRENGTH, DURABILITY, AND SHRINKAGE REQUIREMENTS SPECIFIED.

2-25M

" 8 . 7 3 1

14.

15M @300 mm

0 0 5 3

CHLORIDE ION PENETRABILITY FOR EXPOSURE CLASS C-1 AND C-XL SHALL MEET THE REQUIREMENTS OF TABLE 2 OF CAN/CSA-A23.1-09.

15M @300 mm

25M @150 mm

MAXIMUM WATER/CEMENT RATIO AND AIR CONTENT TO MEET THE EQUIREMENTS FOR THE EXPOSURE CLASS AS OUTLINED IN TABLE 2, AND 20 OF CAN/CSA-A23.1-09.

13.

15M @300 mm

m m 0 5 R E V O C

12.

l COVER 75 mm

S01

" 4 . 7 3

SLUMP AND AGGREGATE SIZE TO BE DETERMINED BY THE GENERAL CONTRACTOR AND SUPPLIER TO MEET PLACEMENT, AND FINISHING EQUIREMENTS WITHOUT SEGREGATION WHILE MEETING ALL OWNERS PECIFICATIONS.

25M @150 mm

3

THE CONCRETE SUPPLIER SHALL BE CERTIFIED BY THE READY MIXED CONCRETE ASSOCIATION OF ONTARIO.

11.

" 6 . 3 2

" 7 . 8 7

" 4 . 9 15M

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORKING WITH THE CONCRETE SUPPLIER TO ENSURE THAT THE PLASTIC AND HARDENED MIX PROPERTIES MEET SITE REQUIREMENTS FOR PLACING, FINISHING, AND THE OWNERS' SPECIFIED PERFORMANCE REQUIREMENTS. THE GENERAL CONTRACTOR SHALL MEET THE DOCUMENTATION AND QUALITY CONTROL REQUIREMENTS OUTLINED UNDER THE "PERFORMANCE" ALTERNATE OF TABLE 5 OF CAN/CSA-A23.1-09.

CONCRETE SHALL HAVE A UNIT WEIGHT OF 145±5 PSF (23.5 kN/m³) UNLESS NOTED OTHERWISE.

0 0 6

0 0 0 2

DATE

S01

CONCRETE IS SPECIFIED AS PER THE "PERFORMANCE" ALTERNATE AS OUTLINED IN TABLE 5 OF CAN/CSA-A23.1-09.

10.

1" (25 mm) THICK EXPANSION JOINT FILLER ENGINEERING FILL OR LEAN CONCRETE FILL

PLAN

0 5 9

9.

0 0 3 . N I M

EXISTING TRANCH

25M @150 mm 8.

15M @250 mm

25M @150 mm

6

ALL CONCRETE SHALL BE KEPT MOIST DURING THE FIRST SEVEN (7) DAYS OF CURING.

THE ABOVE REQUIREMENTS DO NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF MEETING MORE RIGID REQUIREMENTS SPECIFIED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS OR AS REQUIRED BY EQUIPMENT SHOP DRAWINGS OR SPECIFICATIONS SUCH AS THOSE FOR THE GRINDER, ETC.

" 6 . 3 2

15M @150 mm

S01

CONCRETE SHALL HAVE AN EXPOSURE CLASS OF "C1".

6.

0 0 6

25M @150 mm

THE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 35 MPa.

TOLERANCES AS PER CAN/CSA-A23.1 CLAUSE 6.4.2, EXCEPT AS NOTED.

" 6 . 3 2

25M @150 mm

S01

CONCRETE WORK SHALL CONFORM TO CSA A23.1-09 FOR MATERIALS AND WORKMANSHIP.

5.

15M @250 mm

15M @300 mm

" 9 . 7 5 2

3.

15M @300 mm

0 5 5 6

2.

15M @300 mm

25M @150 mm

CONCRETE NOTES: 1.

15M @300 mm

" 4 . 9 3

AJW ENGINEERING LTD. WILL TAKE NO RESPONSIBILITY FOR ANY CHANGES TO OR DEVIATIONS FROM THIS DRAWING UNLESS APPROVED BY OUR OFFICE IN WRITING.

20X20 mm CHAMFER ALL AROUND

15M @300 mm

m m 0 5 R E V O C

AJW ENGINEERING TO INSPECT SITE PRIOR TO POURING CONCRETE TO VERIFY REBAR COMPLIANCE WITH THIS DRAWING. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT AJW ENGINEERING ONCE STRUCTURE IS COMPLETE.

15M @300 mm

15M

0 0 0 1

7.

0 " 4 4 . 2 9

" 8 . 7 3 1

6.

15M @300 mm

0 0 5 3

5.

" 3 . 0 1

4.

2 6 2

3.

" 2 . 7 1 1

THESE STRUCTURAL FOUNDATION DRAWINGS ARE TO BE READ AND USED IN CONJUNCTION WITH THE SPECIFICATIONS AND ALL OTHER CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, MECHANICAL, STRUCTURAL, EQUIPMENT AND ELECTRICAL DOCUMENTS AND DRAWINGS.

6 7 9 2

2.

" 3 . 0 1

THIS DRAWING(S) CONFORMS TO THE REQUIREMENTS OF THE ONTARIO BUILDING CODE 2012.

2 6 2

1.

" 8 . 7 3 1

GENERAL NOTES:

TRANCH LAYOUT SECTION

4

1 : 25

S01

5 S01

1 : 25

SECTION 1 : 25

25M @150 mm

20X20 mm CHAMFER

25M @150 mm

25M @150 mm 25M @150 mm

CONCRETE REINFORCEMENT: 1.

REINFORCEMENT SHALL CONFORM TO THE FOLLOWING STANDARDS: CAN/CSA-G30.18R-GRADE 400 MPa - 10M AND LARGER (U.N.O.) CSA STANDARD G30.5-GRADE 400 MPa - WELDED WIRE CAN/CSA-G30.18W -GRADE 400 MPa - ALL REINFORCING THAT WILL BE WELDED

ENGINEER:

(NOTE: G30.18W MAY BE SUBSTITUTED FOR G30.18R) 2.

SUPPORT REINFORCING WITH CHAIRS, ACCESSORIES, OR REINFORCING BARS AS REQUIRED. BARS USED AS SUPPORT BARS SHALL BE CONSIDERED AS ACCESSORIES.

3.

PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN CONCRETE PROTECTION AS SPECIFIED. ALL SUPPORTS AND BARS MUST BE TIED TOGETHER TO MAINTAIN REINFORCING STEEL SECURELY IN PLACE DURING CONCRETE PLACEMENT.

2-25M 15M @150 mm

FOOTING FOUNDATION NOTES: 1.

2.

3.

4.

THERE ARE NO SOILS REPORT AVAILABLE AT THE TIME OF DESIGN. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THAT ALL ASSUMPTION PRESENTED IN THESE DRAWINGS PERTAINING TO THE SOILS ARE REVIEWED AND CONFIRMED ON SITE BY A GEOTECHNICAL ENGINEER.

7

FOUNDATION ISO VIEW

8

S01

REINFORCEMENT ISO VIEW

BOT REINFORCEMENT ISO VIEW

9

S01

ORDER BY: 15M @300 mm

15M @300 mm

FOUNDATIONS SHALL BE PLACED ON SOIL CAPABLE OF SUSTAINING 100 kPa WITHOUT SETTLEMENT RELATIVE TO THE BUILDING.

15M

15M @300 mm

FOUNDATION HAS BEEN DESIGNED FOR BEARING PRESSURES IN ACCORDANCE WITH THE PRESENTED SOIL ASSUMPTIONS. CONTRACTOR MUST CONFIRM THAT THESE CONDITIONS EXIST.

15M 15M

15M @300 mm

BEARING SURFACES MUST BE APPROVED BY THE SOILS ENGINEER IMMEDIATELY BEFORE FOOTING CONCRETE IS PLACED. AJW ENGINEERING IS NOT RESPONSIBLE FOR CONFIRMING BEARING CAPACITIES OF SOILS.

CHAIR

15M @250 mm

FOUNDATION IS TO BEAR DIRECTLY ON UNDISTURBED NATIVE SOIL OR APPROVED ENGINEERED FILL.

7.

SOFT AREAS UNCOVERED DURING EXCAVATION SHALL BE SUB-EXCAVATED TO SOUND MATERIAL AND FILLED WITH CLEAN, FREE DRAINED GRANULAR SOIL COMPACTED TO 100% STANDARD PROCTOR DRY DENSITY (SPDD).

8.

DO NOT EXCEED A RISE OF OF 7 AND A RUN OF 10 IN THE LINE OF SLOPE BETWEEN ADJACENT FOOTING EXCAVATIONS OR ALONG STEPPED FOOTINGS. USE STEPS NOT EXCEEDING 600mm (24") IN HEIGHT AND NOT LESS THAN 1200mm (48") IN LENGTH.

130 ARROW ROAD, TORONTO, ON

15M @300 mm

PROJECT: 15M @300 mm

CONCRETE FOUNDATION DRAWING DESCRIPTION:

NOTES, PLAN, SECTIONS & ISOMETRIC VIEWS 15M @300 mm

15M @300 mm 9.

PROJECT ADDRESS:

15M @300 mm

PROVIDE 50mm GROUND SEAL UNDER FOOTINGS AS REQUIRED BY SOIL CONDITIONS.

6.

TOP OF TRANCH REINFORCEMENT ISO VIEW

S01

15M @250 mm 5.

10

3-15M @200 mm

5080 Timberlea Blvd., Unit #42-44, Mississauga, Ontario, CANADA. L4W 4M2 Phone: (905)-840-0530 Fax: (905)-212-9012

MAINTAIN UNSUPPORTED SIDES OF EXCAVATION ONLY IF SAFE INCLINATION OF THE SIDES OF THE EXCAVATION IS PROVIDED IN ACCORDANCE WITH THE SOIL ENGINEERS RECOMMENDATIONS. IF REQUIRED, ERECT, MAINTAIN, AND REMOVE A SUPPORTING SHORING SYSTEM ALONG THE SIDES OF THE EXCAVATION, DESIGNED BY A PROFESSIONAL ENGINEER, IN ACCORDANCE WITH THE SOILS REPORT AND OHSA.

REFERENCE FILE: THIS DRAWING HAS BEEN PREPARED FROM INFORMATION SHOWN ON DWG NO.:

15M

25M @150 mm

15M @300 mm

15M @250 mm 15M @250 mm

15M @300 mm

FILE NAME:

25M @150 mm GEOTECHNICAL NOTES: 1.

FOUNDATION DESIGN HAS BEEN PERFORMED ASSUMING BEARING PRESSURE OF SOIL EQUAL TO 100 kPA SLS.

2.

THE LATERAL EARTH PRESSURE FACTOR IS ASSUMED TO BE Ka=0.45.

3.

THE SOIL IS ASSUMED TO BE RESISTANT TO VIBRATIONS.

11

4.

THE FOUNDATION DEPTH IS ASSUMED TO BE ABOUT THE WATER TABLE.

S01

X:\projects\8200-8299\8286\drawings\R1\15-8286.12333-R1.rvt

MID REINFORCEMENT ISO VIEW

12 S01

SKIN REINFORCEMENT ISO VIEW

13 S01

TOP REINFORCEMENT ISO VIEW

14

PROPOSED CHAIR ARRANGEMENT

DRAWN BY:

CHECKED BY:

OAZ

EOD, TK

SCALE:

AS NOTED

DATE STARTED:

Feb. 04, 2015

PROJECT NUMBER:

15-8286.12333

DRAWING NUMBER:

S01

3

GENERAL NOTES: THIS DRAWING(S) CONFORMS TO THE REQUIREMENTS OF THE ONTARIO BUILDING CODE 2012, OPSS 1821 AND CANADIAN HIGHWAY BRIDGE DESIGN CODE (CAN/CSA-S6-06).

4.

AJW ENGINEERING WILL INSPECT REBAR PRIOR TO POURING CONCRETE TO VERIFY COMPLIANCE WITH THIS DRAWING, IF REQUESTED. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT AJW ENGINEERING ONCE REBAR IS READY TO INSPECT.

SLUMP AND AGGREGATE SIZE TO BE DETERMINED BY THE CONTRACTOR AND SUPPLIER TO MEET PLACEMENT, AND FINISHING REQUIREMENTS WITHOUT SEGREGATION WHILE MEETING ALL OWNER SPECIFICATIONS.

10.

MAXIMUM WATER/CEMENT RATIO TO MEET THE REQUIREMENTS FOR THE EXPOSURE CLASS AS OUTLINED IN CAN/CSA-A23.1-09. AIR CONTENT TO BE IN THE RANGE OF 5%-8% AS PER CSA A23-4-09.

11.

CEMENT TYPE FOR EXPOSURE CLASSES SHALL BE AS OUTLINED IN CLAUSE 4.2.1 OF CAN/CSA-A23-1-09.

12.

AT THE REQUEST OF THE OWNER, THE SUPPLIER WILL FURNISH TEST DATA RESULTS FOR EACH PROPOSED MIX DESIGN DEMONSTRATING THAT THEY MEET THE STRENGTH, DURABILITY, AND SHRINKAGE REQUIREMENTS SPECIFIED.

13.

CURING OF CONCRETE TO MEET THE REQUIREMENTS FOR THE EXPOSURE CLASS AS OUTLINED IN CLAUSE 23 CAN/CSA-A23.4-09 AND OPSS 1821.07.03.

1.

REINFORCEMENT SHALL CONFORM TO THE FOLLOWING STANDARDS:

R1 R0 R0 R0 R0

March 18, 2015 March 04, 2015 March 04, 2015 March 04, 2015 March 04, 2015

4

0 0 5 3

G

R1

18/03/15

Caps Removed

R0

04/03/15

Issued For Construction

S01

71530

DATE

139290

No.

141800

DESCRIPTION

DD/MM/YY

REVISION/ISSUED:

1 S01

ASSEMBLLY PLAN 1 : 100

R1

0 3 8 1

R1

0 3 8 1

RISER 0 0 0 1

0 0 0 2

C

E

0 5 7 0 5 2

0 0 0 1

B

0 5 7 0 5 2

E

B

0 0 0 2

R1

RISER

0 3 8 1

RISER 0 0 0 1

B

R1

B

0 5 7 0 5 2

0 3 8 1

RISER

0 0 3

E

A

0 0 0 2

0 0 4 1

C

G

0 0 3

2 S01 20M THREADED ROD C/W S.S. NUTS & WASHERS 4 PER SET OF TWO CULVERT PIECES (TYP.) (HOLES & METALS BY CONTRACTOR)

3 S01

ELEVATION

4 S01

1 : 100

R1

0 3 8 1

R1

RISER

NO CALCIUM CHLORIDE IS PERMITTED, IN ANY FORM, IN ANY CONCRETE MIX WITHOUT THE EXPRESS WRITTEN CONSENT OF AJW ENGINEERING.

CONCRETE REINFORCEMENT

H

S01 S02 S03 S05 S04

S01

5

66510

CONCRETE SHALL HAVE A UNIT WEIGHT OF 145±5 PSF (23.5 kN/m3) UNLESS NOTED OTHERWISE.

9.

B

0 1 0 7

NOTES, PLAN, SECTIONS PARTS A & B PARTS C & D PARTS G & H PARTS E & F

0 5 2 1

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORKING WITH THE CONCRETE SUPPLIER TO ENSURE THAT THE PLASTIC AND HARDENED MIX PROPERTIES MEET SITE REQUIREMENTS FOR PLACING, FINISHING, AND THE OWNERS' SPECIFIED PERFORMANCE REQUIREMENTS. THE GENERAL CONTRACTOR SHALL MEET THE DOCUMENTATION AND QUALITY CONTROL REQUIREMENTS OUTLINED UNDER THE "PERFORMANCE" ALTERNATE OF CAN/CSAA23.4-09.

H

0 5 2 1

7.

0 0 5 3

C

0 5 2 1

THE ABOVE REQUIREMENTS DO NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF MEETING MORE RIGID REQUIREMENTS SPECIFIED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS OR AS REQUIRED BY EQUIPMENT SHOP DRAWINGS OR SPECIFICATIONS SUCH AS THOSE FOR ELEVATORS ETC.

B

F

0 5 2 1

6.

E

0 5 2 1

TOLERANCES AS PER CAN/CSA-A23.4-09 CLAUSE 12 AND OPSS 1821.07.09, EXCEPT IF NOTED.

B

0 5 2 1

5.

B

1 2 3 4 5

0 7 3 1 3

BOX UNITS SHALL BE CURED UNTIL A MINIMUM STRENGTH OF 25 MPa IS ACHIEVED OR FOR FOUR DAY, WHICHEVER OCCURS FIRST.

Date

0 6 8 8 2

4.

B

0 3 3 1 2

CONCRETE SHALL HAVE AN EXPOSURE CLASS S-1 AS OUTLINED IN OF CAN/CSA-A23.4-09.

14.

B

0 1 3 6 1

3.

8.

H

D

Rev.

0 6 7 3

THE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 45 MPa.

E

S01

CONCRETE WORK SHALL CONFORM TO CSA A23.4-09 FOR MATERIALS AND WORKMANSHIP.

2.

B

P A G 0 1

CONCRETE NOTES 1.

B

0 5 2 1

THE INFORMATION ON THIS DRAWING SHALL NOT BE USED FOR ANY OTHER PROJECT OR WORKS. THE INFORMATION ON THESE DRAWINGS APPLIES SOLELY TO THIS PROJECT.

B

0 5 2 1

7.

B

0 5 2 1

AJW ENGINEERING LTD. WILL TAKE NO RESPONSIBILITY FOR ANY CHANGES TO OR DEVIATIONS FROM THIS DRAWING UNLESS APPROVED BY OUR OFFICE IN WRITING.

B

6

0 5 2 1

6.

Sheet No

︶

E

0 5 2 1

ALL TEMPORARY STRUCTURES OR WORKS INCLUDING SHORING, FORM WORK, SCAFFOLDING, AND FALSE WORK SHALL BE PROVIDED BY THE CONTRACTOR.

︵

A

0 5 2 1

5.

︶

Sheet Name

. p y T

ALL DIMENSIONS, DRAWINGS, AND DOCUMENTS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING ANY WORK. ANY DISCREPANCY MUST BE COMMUNICATED TO THE ENGINEER.

P A G 0 1

3.

︵

. p y T

THE STRUCTURAL DRAWINGS ARE TO BE READ AND USED IN CONJUNCTION WITH THE SPECIFICATIONS AND ALL OTHER CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DOCUMENTS AND DRAWINGS.

No.

143060

0 0 5 2

2.

Sheet List

0 2 6 2 3

1.

S01

R1

RISER

1 : 100

ASSEMBLY 3D VIEW

This drawing is on loan only, not to be copied or duplicated in any way without the written consent of AJW Engineering Ltd. This drawing is not to be used for construction until approved. All work is to be done in accordance with current OBC, OHSA and all authorities having jurisdiction. Do not scale the drawings. All dimensions, drawings and documents must be verified by the contractor prior to commencing any work. Any discrepancy must be communicated to the engineer. The client expressly agrees that AJW Engineering Ltd. employees, stamping engineers and principals shall have no personal liability to the client in respect of a claim, whether in contract, tort and/or any other cause of action in law. Accordingly, the client expressly agrees that it will bring no proceedings and take no action in any court of law against AJW Engineering Ltd.'s employees, stamping engineers or principals in their personal capacity. The information on this drawing shall not be used for any other project or works. The information on these drawings applies solely to this project. AJW Engineering Ltd. will take no responsibility for any changes to or deviations from this drawings unless approved by our office in writing.

R1

0 3 8 1

RISER

0 3 8 1

RISER

March 18, 2015

0 0 0 1

0 0 0 2

D

0 5 7 0 5 2

0 0 0 1

H

B

F

B

0 5 7 0 5 2

0 0 0 1

H

B

0 5 7 0 5 2

0 5 3

H

G

0 0 0 2

A

D

0 0 3 1 0 5 3

CAN/CSA-G30.18R-GRADE 400 MPA - 10M AND LARGER (U.N.O.) 20M THREADED ROD C/W S.S. NUTS & WASHERS 4 PER SET OF TWO CULVERT PIECES (TYP.) (HOLES & METALS BY CONTRACTOR)

CSA STANDARD G30.5-GRADE 400 MPA - WELDED WIRE CAN/CSA-G30.18W -GRADE 400 MPA - ALL REINFORCING THAT WILL BE WELDED

5

(NOTE: G30.18W MAY BE SUBSTITUTED FOR G30.18R) 2.

SUPPORT REINFORCING WITH CHAIRS, ACCESSORIES, OR REINFORCING BARS AS REQUIRED. BARS USED AS SUPPORT BARS SHALL BE CONSIDERED AS ACCESSORIES.

3.

PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN CONCRETE PROTECTION AS SPECIFIED. ALL SUPPORTS AND BARS MUST BE TIED TOGETHER TO MAINTAIN REINFORCING STEEL SECURELY IN PLACE DURING CONCRETE PLACEMENT.

ELEVATION

6 S01

1 : 100

ELEVATION

March 18, 2015

1 : 100

ENGINEER:

0 0 2 1

4.

S01

ALL REINFORCING BARS HAS 50 mm ±15 COVER UNLESS OTHERWISE NOTED.

CAST-IN SWIFT LIFTS:

0 8

6 x 8 -TON SWIFT LIFTS/PIECE 7-1/8" (P00254) OVERLAP 600 mm 15M @200 mm

5080 Timberlea Blvd., Unit #42-44, Mississauga, Ontario, CANADA. L4W 4M2 Phone: (905)-840-0530 Fax: (905)-212-9012

15M @200 mm

15M @ 200 mm

ORDER BY: 0 3 8 1 8 S01 15M @200 mm

PROJECT ADDRESS:

Renforth, Mississauga, ON

0 8

PROJECT:

Renforth Gateway Transit Hub 7 S01

RISER PLAN 1 : 25

8 S01

RISER SECTION 1 : 25

9 S01

RISER 3D VIEW

DRAWING DESCRIPTION:

NOTES, PLAN, SECTIONS & ISOMETRIC REBAR VIEWS TO PART B) (ADDITIONAL

REFERENCE FILE: THIS DRAWING HAS BEEN PREPARED FROM INFORMATION SHOWN ON DWG NO.: C-073-0-78

FILE NAME:

X:\projects\8300-8399\8360\drawings\R1\15-8360.12476-R1.rvt

DRAWN BY:

CHECKED BY:

OAZ

EF, SM, TK

SCALE:

AS NOTED

DATE STARTED:

Feb. 25, 2015

PROJECT NUMBER:

15-8360.12476

DRAWING NUMBER:

S01

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