cyclone winston preliminary assessment · 2016-04-14 · basis of calculation qs cost database &...

DISCLAIMER: THIS REPORT HAS BEEN PREPARED FOR THE BENEFIT OF FIJI INSTITUTION OF ENGINEERS & MINISTRY OF FINANCE TO ESTABLISH THE EXTENT OF DAMAGES BASED ON A HIGH LEVEL PRELIMINARY ASSESSMENT. IN NO CIRCUMSTANCES IS THE REPORT TO BE USED FOR SCOPING OR ESTABLISHMENT OF DETAILED COSTS FOR DAMAGES. NO RESPONSIBILITY SHALL BE TAKEN FOR ANY INCORRECT OR INCOMPLETE INFORMATION DUE TO THE SHORT TIME IN CARRYING OUT THE INITIAL ASSESSMENT AS PART OF VOLUNTARY PRO-BONO SERVICE OFFERED BY HLKJACOB. DETAILED ASSESSMENT SHOULD BE CARRIED OUT FOR DETAILED COST AND SCOPE FOR REPAIR AND REINSTATEMENT WORKS.

CYCLONE WINSTON PRELIMINARY ASSESSMENT SCHOOLS, HEALTH FACILITIES & PUBLIC BUILDINGS FOR

THE FIJI INSTITUTION OF ENGINEERS & DEPARTMENT OF NATIONAL PLANNING (MINISTRY OF FINANCE)

NAME OF FACILITY: Navunisea District School

TYPE: Primary School

LOCATION: Tailevu North

DATE OF ASSESSMENT: 12 April 2016

DATE OF REPORT: 13 April 2016

JOB NO: 16015

HLKJACOB REPORT NO: 54-S

HLKJACOB FACILITY NO: 38

GOVERNMENT FACILITY NO: 93

RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES

INSPECTOR: Dipesh Kumar, Ashneel Prasad, Zohran AliFIRM/COMPANY: HLKJacob Extent of Damage Rating Description

0 No Damage

GENERAL INFORMATION 1 Minor/Cosmetic/Water

Building Name: Navunisea District School 2 Some DamageLocation: Ba 3 Extensive but RepairableNo. of Buildings: 11 4 IrreparableAriel Plan Available: YES / NO

REPORT Types of Buildings

Page No. : 1 School Block

Building No. : 1 Staff Quarters

Building Type: School Block (Classrooms & Admin) Toilet Block

Building Approx Age: 40 years+ Utility Building (FEA, Services, etc)

No. of Storeys: 1 Divisional Hospital

Building Dimensions (Approx.): 50m L x 6.3m W x 2.6m ( E ), 3.5 ( A ) H (balcony excl. 50m L x 2.2m W) Sub-Divisional Hospital

Roof Pitch approx 10 degrees - Gable Health Centre

Usability: Nursing Station

EVALUATION

Type of Construction Description Damage

Extent of

Damage

Rating

Photo No.

Foundations 1 Good 0 5, 6

2 Average

3 Poor

Floor 1 Good 0 6

2 Average

3 Poor

Tiles/Floor Covering 1 Good 0 6

2 Average

3 Poor

Walls 1 Good 0 1, 2, 3

2 Average

3 Poor

Windows/Doors 1 Good 2 1, 2, 3, 4

2 Average

3 Poor

Shutters 1 Good 0 N/A

2 Average

3 Poor

Ceilings 1 Good 4 N/A

2 Average

3 Poor

Rafters 1 Good 0 7, 8

2 Average

3 Poor

Purlins 1 Good 0 7, 8

2 Average

3 Poor

Roof Cladding 1 Good 4 11

2 Average

3 Poor

Terraces/Verandah 1 Good 4 4

2 Average

3 Poor

Gutters 1 Good 4 N/A

2 Average

3 Poor

Downpipes 1 Good 4 10

2 Average

3 Poor

Fascia Boards/Flashings 1 Good 4 1, 2, 10

2 Average

3 Poor

Electrical 1 Good 4 12

2 Average

3 Poor

Mechanical 1 Good 0 N/A

2 Average

3 Poor

Damage Assessment (FJD $ VEP) 121,078.00 Intermediate

Damage Assessment (FJD $ VEP) 508,200.00 Long Term

Basis of Calculation QS Cost Database & Engineers Estimate

Possible Long Term Solutions Detailed investigations for roof framing recommended along with checks on wall capacity for uplift/lateral loads for more tolerance towards Cat. 4. Much

dependent upon detailed investigations by an Engineer. Possibly retrofitting to existing roof framing or build completely with new to comply. With roof framing

possibly not fully complying with NBCF, long term solution should consider a complete demolition and re-build of roof for Cat. 4 design minimum (walls could

potentially be retrofitted if issues with uplift and lateral loads for concrete portion, however, recommended that timber walls be retrofitted or built in new with

concrete). Estimate = $508,200 (new roof with retrofit to walls/partially new walls and allowing for demolition).

150 x 50 timber rafters at 1.2m crs.

Build Quality

Combination of concrete & 100 CHS embedded in concrete at 1.2m grids No visible damage - concealed

Combination of concrete & timber flooring. 100 x 50 timber joists at 600 crs. nail fixed to

150 x 50 timber bearers

No visible damage

Combinatin of ceramic tiles & timber lining No damage

Combination of 150mm blockwalls & 100mm stud walls with weatherboard on outside, ply

lining internally

No damage

Combination of louver windows on standard carriers on timber framing with fixed glazing

over louvers. Timber doors

20% damage

40% damage roof framing and 60%

damage to timber lining ceiling and eaves

batten

N/A N/A

Ply ceiling typically throughout 40% water damage due to water ingress

in classrooms

100% damage

80mm PVC downpipes 100% damage

250 x 25mm timber fascia board 40% damage

75 x 50 purlins @ 1.2m crs. 40% damage - reinstated by School

Management temporarily

CGI cladding nail fixed at every second crest 40% damage - temporary cover over

Possible Intermediate Solutions

Safe to occupy as temporary reinstated by School Management - precuation to

be taken however as structure is not braced

Standard PVC gutters

100mm dia. steel post supporting 100 x 75 timber beam

Typically standard switches, GPO's and fluorescent tubelights and bulbs 30% damage

N/A N/A

Damaged ceiling to be removed, replaced and painted to match existing including replacement of damaged roof cladding, downpipes, guttering and fascia

boards, flashings, lights, etc. Risk involved - potential roof failure/damage in future events with current roof structure possibly not fully compliant to NBCF - refer

long term solution. Estimate - $121,078 intermediate solution.

40% damage - reinstated by School




0 No Damage






Building Type: School Block (Classrooms) Toilet Block



Building Dimensions (Approx.): 9.1m L x 6.1m W Sub-Divisional Hospital

Roof Pitch not known Health Centre


EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor

Floor 1 Good 4 13, 14

2 Average

3 Poor

Tiles/Floor Covering 1 Good 4 N/A

2 Average

3 Poor

Walls 1 Good 4 N/A

2 Average

3 Poor

Windows/Doors 1 Good 4 N/A

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Rafters 1 Good 4 N/A

2 Average

3 Poor

Purlins 1 Good 4 N/A

2 Average

3 Poor

Roof Cladding 1 Good 4 N/A

2 Average

3 Poor

Terraces/Verandah 1 Good 4 N/A

2 Average

3 Poor


2 Average

3 Poor

Downpipes 1 Good 4 N/A

2 Average

3 Poor

Fascia Boards/Flashings 1 Good 4 N/A

2 Average

3 Poor

Electrical 1 Good 4 N/A

2 Average

3 Poor


2 Average

3 Poor

Damage Assessment (FJD $ VEP) 0.00 Intermediate



Not known - all blown away 100% damage



Possible Long Term Solutions New build completely to comply with NBCF with Cat. 4 minimum design with a concrete structure and new roof in compliance with NBCF - Estimate = $83,830.



Possible Intermediate Solutions No intermediate solution - highly recommend to reconstruct in concrete. Refer long term solution.







Timber flooring 100% water damaged and in poor condition



Cannot be used - destroyed completely

Build Quality

Combination of 100 to 200 dia. pine posts embedded in concrete at 1.2m grids approx. No visible damage, in poor condition

100 x 50 timber joists at 600 crs. fixed to 100 x 100 timber bearers No visible damage, in poor condition



0 No Damage






Building Type: School Block (Library) Toilet Block



Building Dimensions (Approx.): 6m L x 8.1m W x 2.6m ( E ), 3.5m ( A ) H (balcony excl. 5m L x 3m W) Sub-Divisional Hospital



EVALUATION


Extent of

Damage

Rating

Photo No.

Foundations 1 Good 0 19

2 Average

3 Poor

Floor 1 Good 0 19

2 Average

3 Poor


2 Average

3 Poor

Walls 1 Good 4 15, 16

2 Average

3 Poor

Windows/Doors 1 Good 4 15, 16, 18

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Rafters 1 Good 4 18

2 Average

3 Poor

Purlins 1 Good 4 18

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Gutters 1 Good 4 15,16

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor






Build Quality

150mm dia. pine posts embedded in concrete at 1.5m grids No visible damage - concealed

Timber flooring on 100 x 50 timber joists at 600 crs fixed to 100 x 75 timber bearer No visible damage

16mm Marine ply flooring No damage

100mm stud walls with weatherboard on outside 60% to 80% damage

Louver windows on standard carriers on timber framing. Timber doors 80% damage

N/A N/A


150 x 50 timber rafters at 1.2crs. with 150 x 50 collar tie 100% damage - reinstated by School


75 x 50 purlins 100% damage - reinstated by School


Not known - all blown away 100% damage - temporary cover over

100 x 50 timber joists at 600 crs. fixed to 100 x 75 timber bearers - posts and roof

structure not known as blown off

100% damage




Possible Long Term Solutions New build completely to comply with NBCF with Cat. 4 minimum design with a concrete structure and new roof in compliance with NBCF - Estimate = $98,620 -

materials can be salvaged and re-used, but costs account for new materials worst case assumption.



Possible Intermediate Solutions No intermediate solution - highly recommend to reconstruct in concrete and to avoid repeating costs, structure is demolished and re-built. Refer long term

solution.



0 No Damage






Building Type: School Block (Kindergarten) Toilet Block






EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor

Floor 1 Good 0 20, 21

2 Average

3 Poor

Tiles/Floor Covering 1 Good 0 20, 21

2 Average

3 Poor

Walls 1 Good 4 N/A

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor





Build Quality

Concrete No visible damage - concealed

Reinforced concrete slab No visible damage, but in poor condition

N/A N/A




Not known - all blown away 100% damaged








Possible Long Term Solutions Long term solution should consider a complete demolition and re-build of roof for Cat. 4 design minimum. Estimate = $51,870 (new structure allowing for

demolition).



Possible Intermediate Solutions No intermediate solution recommended - highly recommended to proceed with long-term solution. Refer long term solution.



0 No Damage






Building Type: School Block (Dining Hall) Toilet Block



Building Dimensions (Approx.): 11.2m L x 6.2m W x 2.6m ( E ), 3.5m ( A ) H Sub-Divisional Hospital



EVALUATION


Extent of

Damage

Rating

Photo No.

Foundations 1 Good 0 N/A

2 Average

3 Poor

Floor 1 Good 0 N/A

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Rafters 1 Good 4 24

2 Average

3 Poor

Purlins 1 Good 4 24

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Fascia Boards/Flashings 1 Good 4 22, 23

2 Average

3 Poor

Electrical Not known - all blown away 1 Good 4 N/A

2 Average

3 Poor

Mechanical Not known - all blown away 1 Good 4 N/A

2 Average

3 Poor




No intermediate solution recommended - highly recommended to proceed with long-term solution. Refer long term solution.


100% damage


Not known - all blown away

Possible Long Term Solutions Long term solution should consider a complete demolition and re-build of roof for Cat. 4 design minimum. Estimate = $103,045 (new structure allowing for

demolition - materials can be salvaged and re-used, but costs account for new materials worst case assumption).

100% damage

100% damage

Possible Intermediate Solutions

Not known - all blown away (reinstated with 75 x 50 purlins - temporary) 100% damage

New CGI cladding installed 100% damage, but reinstated

N/A N/A



Not known - all blown away (reinstated with 250 x 50 timber rafters with 250 x 50 timber

collar tie & ridge board - temporary)

100% damage

N/A N/A

Not known - all blown away (reinstated with 100 x 50 timber stud & nogs with temporary

cover as wall lining - temporary)

100% damage




Build Quality


Reinforced concrete slab No visible damage



0 No Damage






Building Type: School Block (Toilet Block) Toilet Block



Building Dimensions (Approx.): 9.6m L x 4.2m W x 2.4m H ( E ), 2.2m ( A ) H (walkway excl. 9.6m L x 2.1m W) Sub-Divisional Hospital

Roof pitch approx. 5 degrees - Monoslope Health Centre


EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor

Floor 1 Good 0 N/A

2 Average

3 Poor


2 Average

3 Poor

Walls 1 Good 0 26, 27, 28

2 Average

3 Poor

Windows/Doors 1 Good 0 27

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Rafters 1 Good 0 29

2 Average

3 Poor

Purlins 1 Good 0 29

2 Average

3 Poor


2 Average

3 Poor

Terraces/Verandah 1 Good 0 26, 29

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor




Safe to occupy

Build Quality


Reinforced concrete slab on grade No visible damage

Ceramic tiles No visible damage

150mm blockwalls No visible damage, but parts of

blockwork poor

Appears to be partly opened and framed - but incomplete N/A

N/A N/A

N/A N/A

150 x 50 timber rafters at 1.5m crs. No visible damage, poor connections &

condition

75 x 50 timber purlin fixed to rafter with skew nails No visible damage, poor connections &

condition

CGI cladding nail fixed to cladding at every second crest No visible damage

Typically concrete floor with 250x50 timber beams on 200 dia. pine posts No visible damage

N/A N/A

N/A N/A

N/A N/A

Possible Long Term Solutions Long term solution should consider a complete demolition and re-build of roof for Cat. 4 design minimum. Estimate = $59,985 (new roof with trofit to walls for

windows allowing for demolition).

N/A N/A

N/A N/A

Possible Intermediate Solutions No intermediate solution recommended - highly recommended to proceed with long-term solution. Refer long term solution.



0 No Damage


Building Name: Navunisea District School 2 Some Damage

Location: Ba 3 Extensive but Repairable

No. of Buildings: 11 4 Irreparable

Ariel Plan Available: YES / NO




Building Type: Staff Quarters (SQ1) Toilet Block

Building Approx Age: 20+ Utility Building (FEA, Services, etc)


Building Dimensions (Approx.): 12.8m L x 9.2m W x 2.6m ( E ), 3.2m ( A ) H (balcony excl. 5.6m L x 3.6 W) Sub-Divisional Hospital



EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor

Floor 1 Good 0 34

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Windows/Doors 1 Good 0

2 Average

3 Poor

Shutters 1 Good 0

2 Average

3 Poor


2 Average

3 Poor

Rafters 1 Good 0 33

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Terraces/Verandah 1 Good 0 30, 33

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Fascia Boards/Flashings 1 Good 3 30, 31, 32

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor




Possible Long Term Solutions Considering timber construction in poor condition, long term solution should consider a complete demolition and re-build new structure for Cat. 4 design

minimum. Estimate = $169,698 (new roof with concrete walls allowing for demolition).

Typically standard switches, GPO's and tubelights No visible damage

N/A N/A

Possible Intermediate Solutions Damaged ceiling, fascia, etc to be replaced. Risk involved - potential structural failure/damage in future events with current structure not fully compliant to NBCF

and in poor condition - refer long term solution. Estimate - $3,500 intermediate solution.

N/A N/A

N/A N/A


75 x 50 purlins at 1.2m crs. No damage or dislocation observed

CGI cladding roof nailed at every second crest No visible damage

200 dia. pine posts with 100 x 50 timber beam No visible damage

31, 32

N/A N/A

Ply ceiling typically throughout 50% water damage

100 x 50 rafters at 1.2m crs. No damage or dislocation observed

N/A

Carpet on timber flooring Flooring and carper water damaged

Combination of 100mm timber stud walls with weatherboard lining with part steel

cladding

No visible damage

Louver windows on standard carriers on timber framing. Timber doors No visible damage

Safe to occupy subject to water damaged ceiling replacement

Build Quality

100 dia. pine post at 1.5m grids No visible damage - concealed

100 x 50 joist at 600 crs. skew nailed to 150 x 75 timber bearers No visible damage



0 No Damage












Building Dimensions (Approx.): 12.2m L x 6.1m W x 2.6m ( E ), 3.2m ( A ) H (attached terrace 6.1m L x 3m W) Sub-Divisional Hospital



EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor

Floor 1 Good 0 40

2 Average

3 Poor


2 Average

3 Poor

Walls 1 Good 0 36, 37, 38

2 Average

3 Poor


2 Average

3 Poor

Shutters 1 Good 0

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor






Typically standard switches, GPO's and tubelights 100% damage

N/A N/A

Possible Intermediate Solutions Damaged downpipes, guttering, roof cladding, louver blades, etc to be replaced. Risk involved - potential structural failure/damage in future events with current

structure not fully compliant to NBCF and in poor condition - refer long term solution. Estimate - $6,000 intermediate solution.





Not known - all blown away 100% damage - reinstated by School



36, 37, 38

N/A N/A

N/A N/A

150 x 50 timber top & bottom chords with 100 x 50 timber webs No damage or dislocation observed

N/A

Timber lining No visible damage

100mm timber stud walls with weatherboard lining No visible damage

Louver windows on standard carriers on timber framing. Timber doors Few missing louver blades

Safe to occupy as temporary reinstated by School Management - temporary

cover over roof framing

Build Quality

100 dia pine post at 1.5m grids No visible damage - concealed




0 No Damage















EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor

Floor 1 Good 4 42

2 Average

3 Poor


2 Average

3 Poor

Walls 1 Good 4 N/A

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Roof Cladding 1 Good 4

2 Average

3 Poor

Terraces/Verandah 1 Good 4

2 Average

3 Poor

Gutters 1 Good 4

2 Average

3 Poor

Downpipes 1 Good 4

2 Average

3 Poor

Fascia Boards/Flashings 1 Good 4

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor




N/A

N/A

N/A

Possible Long Term Solutions New build completely to comply with NBCF with Cat. 4 minimum design with a concrete structure and new roof in compliance with NBCF - Estimate = $78,518.

N/A

N/A



Possible Intermediate Solutions No intermediate solution - highly recommend to reconstruct in concrete. Refer long term solution.







N/A




Timber lining 100% damage




Build Quality

Concrete stubs 100% damage

150 x 50 joists at 400 crs. skew nailed to 100 x 75 timber bearers 100% damage



0 No Damage












Building Dimensions (Approx.): 11m L x 10m W x 2.6m ( E ), 3.2m ( A ) H (balcony excl. 4.9m L x 2.8 W) Sub-Divisional Hospital



EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor

Floor 1 Good 0 48

2 Average

3 Poor


2 Average

3 Poor

Walls 1 Good 0 43

2 Average

3 Poor


2 Average

3 Poor

Shutters 1 Good 0

2 Average

3 Poor

Ceilings 1 Good 4 45

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Roof Cladding 1 Good 0 45, 46

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Fascia Boards/Flashings 1 Good 4 43, 44

2 Average

3 Poor

Electrical 1 Good 4 45

2 Average

3 Poor


2 Average

3 Poor




Possible Intermediate Solutions Damaged ceiling, fascia, etc to be replaced. Risk involved - potential structural failure/damage in future events with current structure not fully compliant to NBCF

and in poor condition - refer long term solution. Estimate - $4,500 intermediate solution.




Typically standard switches, GPO's and tubelights 50% damage assumed

N/A N/A

200 dia. pine posts with 100 x 50 timber beam No visible damage

N/A N/A

N/A N/A

100 x 50 rafters at 1.2m crs. No damage or dislocation observed



43, 44

N/A N/A N/A

Ply ceiling typically throughout 70% water damage

Vinly and exposed timber lining Water damage - minor

Combination of 100mm timber stud walls with weatherboard lining No visible damage


Safe to occupy subject to water damaged ceiling replacement

Build Quality

100 dia. pine post at 1.5m grids No visible damage - concealed




0 No Damage












Building Dimensions (Approx.): 11.5m L x 8.4m W x 2.6m ( E ), 3.2m ( A ) H Sub-Divisional Hospital



EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor

Floor 1 Good 0 N/A

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Shutters 1 Good 0

2 Average

3 Poor

Ceilings 1 Good 0

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Roof Cladding 1 Good 0

2 Average

3 Poor

Terraces/Verandah 1 Good 0

2 Average

3 Poor

Gutters 1 Good 4

2 Average

3 Poor


2 Average

3 Poor

Fascia Boards/Flashings 1 Good 4

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor




Possible Intermediate Solutions Damaged downpipes, guttering, fascia, etc to be replaced. Risk involved - potential roof failure/damage in future events with current roof structure possibly not

fully compliant to NBCF - refer long term solution. Estimate - $1,500 intermediate solution.

Possible Long Term Solutions Detailed investigations for roof framing recommended along with checks on wall capacity for uplift/lateral loads for more tolerance towards Cat. 4. Much

dependent upon detailed investigations by an Engineer. Possibly retrofitting to existing roof framing or build completely with new to comply. With roof framing

possibly not fully complying with NBCF, long term solution should consider a complete demolition and re-build of roof for Cat. 4 design minimum. Estimate =

$94,801 (new roof with retrofit to walls allowing for demolition).

N/A

N/A

N/A

N/A

N/A200 x 20mm timber fascia board 50% Damage

Typically standard switches, GPO's and tubelights No visible damage - some damaged

assumed due to water ingress

N/A N/A

Typically concrete floor with 100 dia. CHS supporting 100 x 100 timber beam No visible damage

Not known - all blown away 100% Damage

Not known - all blown away 100% Damage

100 x 50 rafter at 900 crs. No damage or dislocation observed

75 x 50 rafter at 900 crs. No damage or dislocation observed


49, 50

N/A N/A N/A

N/A N/A

Carpet on bare concrete No visible damage

150mm blockwalls. No visible damage


Safe to occupy

Build Quality

Concrete foundations No visible damage - concealed

Concrete No visible damage

GENERAL DAMAGESCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES

INSPECTOR: Dipesh Kumar, Ashneel Prasad, Zohran Ali

FIRM/COMPANY: HLKJacob

GENERAL INFORMATION

Building Name: Navunisea District School

Location: Ba

No. of Buildings: 11

Aerial Plan Available: YES / NO

Page No. :

1 FENCING / GATES / DRIVEWAY / RETAINING WALLS ETC (INCLUDE TYPE / LENGTH ETC)

2 WATER TANKS/METERS/PLUMBING

3 POWER LINES / METERS / WIRING

4 OTHER ITEMS

TOTAL COST ESTIMATE: INTERMEDIATE LONG TERM

DESCRIPTION DAMAGE COST (FJD $ VEP) DAMAGE COST (FJD $ VEP)

BUILDING 1 - SCHOOL BLOCK 121078.00





BUILDING 6 - TOILET BLOCK 0.00

BUILDING 7 - STAFF QUARTERS (SQ1) 3500.00





GENERAL SITE 25000.00

TOTAL: $161,578.00

155364.00

94801.00

None - open perimeter site.

2 x 5000 & 1 x 1000 litre water tanks (Rotomold). One concrete tank 3m dia. x 2.5m high appears fine (Photo 53).

Broken FEA post and power lines within and adjacent to site - FEA cost (Photo 54, 56).

Open shed made of timber construction with toilet block made of timber structure significantly damaged. Estimate = $25,000 (Photo 55, 57). Lon term solution should consider back up water and

power supply for this remote area. Estimate = $150,000.

508200.00

83830.00

$1,688,846.00

175000.00

78518.00

12

98620.00

51870.00

103045.00

59985.00

169698.00

109915.00

Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 13

PHOTOS – BUILDING 1

Photo 1: Showing Partial Front View of Classroom Block Building 1 – Damage to Fascia, Guttering and Exterior Ply Ceiling

Photo 2: Showing Gable End View of Classroom Block Building 1 – Damage to Fascia /Roof Framing


Photo 3: Showing Rear View of Classroom Block Building 1

Photo 4: Showing Roof Framing of Terrace


Photo 5: Showing Damage/ Severely Rusted 100 Dia Steel Post of Classroom Block Building 1

Photo 6: Showing Flooring Framing of Classroom Block Building 1


Photo 7: Showing of Roof Framing for Classroom Block Building 1 – Damage/Roof Blown Away (Temporary Cover By Management)

Photo 8: Showing Roof Framing of Classroom Block Building 1 – Rafter to Top Plate Fixing


Photo 9: Showing Roof Framing of Classroom Block Building 1 – Damage to Balcony Ceiling and Eaves Batten

Photo 10: Showing Damaged to Gutter/Downpipe for ClassroomBlock Building 1


Photo 11: Showing Damaged to CGI Roof Cladding of Classroom Block Building 1

Photo 12: Showing Damaged View of Electrical Components of Classroom Block Building 1



Photo 13: Showing Remains of Classroom Block Building 2

Photo 14: Showing View of Floor Framing of Classroom Block Building 2 – All Framing Distorted



Photo 15: Showing Gable End View of Classroom Block Building 3 – 90% Building Blown out

Photo 16: Showing Rear View of Classroom Block Building 3 – 90% Building Blown out


Photo 17: Showing Partial View of Terrace Classroom Block C Building 3 – 100 % Damage

Photo 18: Showing Roof Framing of Classroom Block Building 3


Photo 19: Showing Floor Framing of Classroom Block Building 3



Photo 20: Showing Remaining View of Classroom Block Building 4

Photo 21: Showing Remaining View of Classroom Block Building 4



Photo 22: Showing Front View of Dining Hall Building 5

Photo 23: Showing Rear View of Dining Hall Building 5


Photo 24Showing New Roof Framing of Dining Hall Building 5

Photo 25: Showing New Wall Framing of Dining Hall Building 5



Photo 26: Showing Front View of Toilet Block Building 6

Photo 27: Showing Rear View of Toilet Block Building 6


Photo 28: Showing SideView of Toilet Block Building 6

Photo 29: Showing Roof Framing of Toilet Block Building 6



Photo 30: Showing PartialFront View of Staff Quarters 1 Building 7

Photo 31: Showing Gable End View of Staff Quarters 1 Building 7 – Damage to Fascia Board


Photo 32: Showing Rear End View of Staff Quarters 1 Building 7 – Damage to Fascia Board

Photo 33: Showing Terrace Roof farming for Staff Quarters 1 Building 7


Photo 34: Showing Roof framing of Staff Quarters 1 Building 7

Photo 35: Showing Pine Post Stump of Staff Quarters 1 Building 7



Photo 36: Showing Front View of Staff Quarters 2 Building 8

Photo 37: Showing Side View of Staff Quarters 2 Building 8


Photo 38: Showing Partial view of Verandah of Staff Quarters 2 Building 8

Photo 39: Showing Rafter to Top Plate connection of Staff Quarters 2 Building 8


Photo40: Showing Floor Framing for Staff Quarters 2 Building 8

Photo 41: Showing Electrical Components of Staff Quarters 2 Building 8



Photo 42: Showing Front View of Staff Quarters 3 Building 9 – Whole Building Blown away




Photo 44: Showing Gable End View of Staff Quarters 4 Building 10


Photo 45: Showing Roof Framing View of Staff Quarters 4 Building 10

Photo 46: Showing Rafter Connection View of Staff Quarters 4 Building 10


Photo 47: Showing T & G Lining/Carpet for Staff Quarters 4 Building 10

Photo 48: Showing Floor Framing for Staff Quarters 4 Building 10




Photo 50: Showing Side View of Staff Quarters 5 Building 11


Photo 51: Showing Roof Framing for Staff Quarters 5 Building 11

Photo 52: Showing Rafter Connection for Staff Quarters 5 Building 1


PHOTOS – GENERAL SITE

Photo 53: Showing Rotomold Water Tank Placed on Ground– No Damage

Photo 54: Showing Broken Power Lines


Photo 55: Showing Open Shed -1

Photo 56: Showing Fallen Power Post


Photo 57: Showing Open Shed - 2


SITE PLAN & OTHER SKETCHES

cyclone winston preliminary assessment · 2016-04-14 · basis of calculation qs cost database &...

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