TOP VIEW - NT Consulting Engineers · Structural steelwork and cold formed steelwork completed and...

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FILL MATERIAL AND COMPACTION PROPOSED KIOSK SUBSTATION PRECAST PAD SCHNEIDER ELECTRIC 415kVA TRANSFORMER Mobile: 0427 411 633 Email: [email protected] Engineers Consulting Northern Territory, Australia P.O. Box 900 COOLALINGA 0839 ABN 73 102 631 186 N.T. Consulting Engineers TOP VIEW SL92 MESH 50 mm BTM COVER 2600 KIOSK SUBSTATION 4450 4650 300 1940 360 372 550 2574 690 464 SCHNEIDER A 173 1820 607 DEFENCE KIOSK SECTION SCALE: 1:50 TYPICAL A _ CONCRETE CURE CONCRETE AT AMBIENT ENVIRONMENT FOR A PERIOD OF 21 DAYS OR UNTIL CONCRETE PEACHES 70% OF STRENGTH SPECIFIED. SOME CRACKING OF CONCRETE SLABS IS ANTICIPATED. THIS CRACKING WILL BE NON STRUCTURAL & ASTHETIC IN NATURE. 372 550 2574 690 464 165 900 min PRECAST PAD APRON SLAB 100 thk: 25 MPa GAL SL72 MESH: 40 TOP COVER. GENERAL NOTES PLAN, SECTION & NOTES

Transcript of TOP VIEW - NT Consulting Engineers · Structural steelwork and cold formed steelwork completed and...

Page 1: TOP VIEW - NT Consulting Engineers · Structural steelwork and cold formed steelwork completed and prior to any covering up work. Floor framing system completed before floors are

FILL MATERIAL AND COMPACTION

PROPOSED KIOSK SUBSTATION PRECAST PADSCHNEIDER ELECTRIC 415kVA TRANSFORMER

Mobile: 0427 411 633 Email: [email protected]

Engineers

Consulting

Northern Territory, Australia

P.O. Box 900

COOLALINGA 0839

ABN 73 102 631 186

N.T. Consulting Engineers

TOP VIEW

SL92 MESH 50 mm

BTM COVER

2600

KIO

SK

S

UB

ST

AT

IO

N 4

45

0

46

50

300

1940

360

37

25

50

25

74

69

04

64

SCHNEIDER

A

173

1820607

DEFENCE KIOSK

SECTIONSCALE: 1:50

TYPICAL

A

_

CONCRETE

CURE CONCRETE AT AMBIENT ENVIRONMENT FOR A

PERIOD OF 21 DAYS OR UNTIL CONCRETE PEACHES 70%

OF STRENGTH SPECIFIED. SOME CRACKING OF

CONCRETE SLABS IS ANTICIPATED. THIS CRACKING WILL

BE NON STRUCTURAL & ASTHETIC IN NATURE.

372 550 2574 690 464

16

5

90

0 m

in

PRECAST PAD

APRON SLAB

100 thk: 25 MPa

GAL SL72 MESH:

40 TOP COVER.

GENERAL NOTES

PLAN, SECTION & NOTES

Page 2: TOP VIEW - NT Consulting Engineers · Structural steelwork and cold formed steelwork completed and prior to any covering up work. Floor framing system completed before floors are

NORTHERN TERRITORY OF AUSTRALIA BUILDING ACT

SECTION 40 – CERTIFICATE OF COMPLIANCE STRUCTURAL CONSTRUCTION

Revised 31/7/2014 No changes to the declaration are permitted Page 1 of 2

All sections must be completed – mark N/A to any question that does not apply

PROPERTY / PROJECT DETAILS

Owner (if known): Lot/Portion Number:

n/a

Address:

RAAF Location:

Tindall

Town / Hundred :

Katherine Description of works :

Proposed Substation PAD Building Permit Number (if known)

DOCUMENTS ATTACHED (as built drawings or latest amendments)

Drawing Nos:

NTCE Dwg No.’s U822688-S1 Inspection Records :

VARIANCES FROM DESIGN CERTIFICATE CRITERIA

COMMENTS / EXCLUSIONS (Exclusions to this Certificate must be clearly identified).

CERTIFICATION BY STRUCTURAL ENGINEER

Company Name if certification is on behalf of a company

Company NT Registration Number

I certify that reasonable care has been taken to ensure that structural engineering aspects of the works described above have been constructed in accordance with the approved plans and permit.

*Name (print clearly)

Michael Cooper

* Nominee/Individual NT Registration Number

21133ES

Signature Date

30 April 2017

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SCHEDULE OF STRUCTURAL INSPECTIONS COMPLETED

[ X ] 1. Completion of site preparation/site filling/excavations for footings prior to placement of any reinforcement

or concrete.

[ ] 2. Completion of preparations for placing of concrete strip footings including placement of reinforcement.

[ X ] 3. Completion of preparations for placing concrete slabs including compaction of fill and sand blinding,

placement of formwork, reinforcement, starter bars and cast in items.

[ ] 4. Completion of preparations for placing of concrete pier footings including reinforcement (if any).

[ ] 5. Starter bars and cast in items after placing of concrete and prior to any covering up work.

[ ] 6 Reinforcement to walls completed prior to core filling (inspection holes and cleanout cores to be completed).

[ ] 7. Structural steelwork and cold formed steelwork completed and prior to any covering up work. Floor framing

system completed before floors are laid or underside is lined.

[ X ] 8. Suspended concrete floor slabs with formwork, reinforcement and cast in items completed, prior to placing

of concrete.

[ ] 9. Wall framing or blockwork wall core filling completed (with windows fixed in place) and roof framing with

connections completed and prior to sheeting or lining.

Note: [ ] Prior lodgement of truss manufacturer’s drawings, details and certification required.

[ ] Prior lodgement of windows manufacturer’s drawings including fixings and certification required.

[ ] 10. Structural wall linings completed and prior to any covering up work.

[ ] 11. Final inspection upon completion of all structural work including fixings of external roof and wall claddings,

flashings, barges & vents.

[ X ] 12. Other Inspections