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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
Management temporarily
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. : 2 School Block
Building No. : 2 Staff Quarters
Building Type: School Block (Classrooms) Toilet Block
Building Approx Age: 50 years+ Utility Building (FEA, Services, etc)
No. of Storeys: 1 Divisional Hospital
Building Dimensions (Approx.): 9.1m L x 6.1m W Sub-Divisional Hospital
Roof Pitch not known Health Centre
Usability: Nursing Station
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Foundations 1 Good 4 13, 14
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
Shutters 1 Good 4 N/A
2 Average
3 Poor
Ceilings 1 Good 4 N/A
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
Gutters 1 Good 4 N/A
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
Mechanical 1 Good 4 N/A
2 Average
3 Poor
Damage Assessment (FJD $ VEP) 0.00 Intermediate
Damage Assessment (FJD $ VEP) 83,830.00 Long Term
Basis of Calculation QS Cost Database & Engineers Estimate
Not known - all blown away 100% damage
Not known - all blown away 100% damage
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.
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Possible Intermediate Solutions No intermediate solution - highly recommend to reconstruct in concrete. Refer long term solution.
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Timber flooring 100% water damaged and in poor condition
Not known - all blown away 100% damage
Not known - all blown away 100% damage
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
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. : 3 School Block
Building No. : 3 Staff Quarters
Building Type: School Block (Library) Toilet Block
Building Approx Age: 40 years+ Utility Building (FEA, Services, etc)
No. of Storeys: 1 Divisional Hospital
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
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 19
2 Average
3 Poor
Floor 1 Good 0 19
2 Average
3 Poor
Tiles/Floor Covering 1 Good 0 19
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
Shutters 1 Good 0 N/A
2 Average
3 Poor
Ceilings 1 Good 4 N/A
2 Average
3 Poor
Rafters 1 Good 4 18
2 Average
3 Poor
Purlins 1 Good 4 18
2 Average
3 Poor
Roof Cladding 1 Good 4 18
2 Average
3 Poor
Terraces/Verandah 1 Good 4 17
2 Average
3 Poor
Gutters 1 Good 4 15,16
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
Mechanical 1 Good 4 N/A
2 Average
3 Poor
Damage Assessment (FJD $ VEP) 0.00 Intermediate
Damage Assessment (FJD $ VEP) 98,620.00 Long Term
Basis of Calculation QS Cost Database & Engineers Estimate
Safe to occupy as temporary reinstated by School Management - precuation to
be taken however as structure is not braced
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
Not known - all blown away 100% damage
150 x 50 timber rafters at 1.2crs. with 150 x 50 collar tie 100% damage - reinstated by School
Management temporarily
75 x 50 purlins 100% damage - reinstated by School
Management temporarily
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
Not known - all blown away 100% damage
Not known - all blown away 100% damage
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 = $98,620 -
materials can be salvaged and re-used, but costs account for new materials worst case assumption.
Not known - all blown away 100% damage
Not known - all blown away 100% damage
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.
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. : 4 School Block
Building No. : 4 Staff Quarters
Building Type: School Block (Kindergarten) Toilet Block
Building Approx Age: 40 years+ Utility Building (FEA, Services, etc)
No. of Storeys: 1 Divisional Hospital
Building Dimensions (Approx.): 6.6m L x 4.9m W Sub-Divisional Hospital
Roof Pitch not known Health Centre
Usability: Nursing Station
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Foundations 1 Good 0 20, 21
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
Windows/Doors 1 Good 4 N/A
2 Average
3 Poor
Shutters 1 Good 4 N/A
2 Average
3 Poor
Ceilings 1 Good 4 N/A
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
Gutters 1 Good 4 N/A
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
Mechanical 1 Good 4 N/A
2 Average
3 Poor
Damage Assessment (FJD $ VEP) 0.00 Intermediate
Damage Assessment (FJD $ VEP) 51,870.00 Long Term
Basis of Calculation QS Cost Database & Engineers Estimate
Cannot be used - destroyed completely
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% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damaged
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
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).
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Possible Intermediate Solutions No intermediate solution recommended - highly recommended to proceed with long-term solution. Refer long term solution.
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. : 5 School Block
Building No. : 5 Staff Quarters
Building Type: School Block (Dining Hall) Toilet Block
Building Approx Age: 40 years+ Utility Building (FEA, Services, etc)
No. of Storeys: 1 Divisional Hospital
Building Dimensions (Approx.): 11.2m L x 6.2m W x 2.6m ( E ), 3.5m ( A ) H 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 N/A
2 Average
3 Poor
Floor 1 Good 0 N/A
2 Average
3 Poor
Tiles/Floor Covering 1 Good 0 N/A
2 Average
3 Poor
Walls 1 Good 4 22, 23
2 Average
3 Poor
Windows/Doors 1 Good 4 N/A
2 Average
3 Poor
Shutters 1 Good 4 N/A
2 Average
3 Poor
Ceilings 1 Good 4 N/A
2 Average
3 Poor
Rafters 1 Good 4 24
2 Average
3 Poor
Purlins 1 Good 4 24
2 Average
3 Poor
Roof Cladding 1 Good 4 24
2 Average
3 Poor
Terraces/Verandah 1 Good 0 N/A
2 Average
3 Poor
Gutters 1 Good 4 N/A
2 Average
3 Poor
Downpipes 1 Good 4 N/A
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
Damage Assessment (FJD $ VEP) 0.00 Intermediate
Damage Assessment (FJD $ VEP) 103,045.00 Long Term
Basis of Calculation QS Cost Database & Engineers Estimate
No intermediate solution recommended - highly recommended to proceed with long-term solution. Refer long term solution.
Not known - all blown away 100% damage
100% damage
Not known - all blown away 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 100% damage
Not known - all blown away 100% damage
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
Not known - all blown away 100% damage
Safe to occupy as temporary reinstated by School Management - precuation to
be taken however as structure is not braced
Build Quality
Concrete No visible damage - concealed
Reinforced concrete slab No visible damage
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. : 6 School Block
Building No. : 6 Staff Quarters
Building Type: School Block (Toilet Block) Toilet Block
Building Approx Age: 30 years+ Utility Building (FEA, Services, etc)
No. of Storeys: 1 Divisional Hospital
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
Usability: Nursing Station
EVALUATION
Type of Construction Description Damage
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
Tiles/Floor Covering 1 Good 0 N/A
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
Shutters 1 Good 0 N/A
2 Average
3 Poor
Ceilings 1 Good 0 N/A
2 Average
3 Poor
Rafters 1 Good 0 29
2 Average
3 Poor
Purlins 1 Good 0 29
2 Average
3 Poor
Roof Cladding 1 Good 0 N/A
2 Average
3 Poor
Terraces/Verandah 1 Good 0 26, 29
2 Average
3 Poor
Gutters 1 Good 0 N/A
2 Average
3 Poor
Downpipes 1 Good 0 N/A
2 Average
3 Poor
Fascia Boards/Flashings 1 Good 0 N/A
2 Average
3 Poor
Electrical 1 Good 0 N/A
2 Average
3 Poor
Mechanical 1 Good 0 N/A
2 Average
3 Poor
Damage Assessment (FJD $ VEP) 0.00 Intermediate
Damage Assessment (FJD $ VEP) 59,985.00 Long Term
Basis of Calculation QS Cost Database & Engineers Estimate
Safe to occupy
Build Quality
Concrete No visible damage - concealed
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.
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 Damage
Location: Ba 3 Extensive but Repairable
No. of Buildings: 11 4 Irreparable
Ariel Plan Available: YES / NO
REPORT Types of Buildings
Page No. : 7 School Block
Building No. : 7 Staff Quarters
Building Type: Staff Quarters (SQ1) Toilet Block
Building Approx Age: 20+ Utility Building (FEA, Services, etc)
No. of Storeys: 1 Divisional Hospital
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
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 35
2 Average
3 Poor
Floor 1 Good 0 34
2 Average
3 Poor
Tiles/Floor Covering 1 Good 1 34
2 Average
3 Poor
Walls 1 Good 0 31, 32
2 Average
3 Poor
Windows/Doors 1 Good 0
2 Average
3 Poor
Shutters 1 Good 0
2 Average
3 Poor
Ceilings 1 Good 4 N/A
2 Average
3 Poor
Rafters 1 Good 0 33
2 Average
3 Poor
Purlins 1 Good 0 N/A
2 Average
3 Poor
Roof Cladding 1 Good 0 N/A
2 Average
3 Poor
Terraces/Verandah 1 Good 0 30, 33
2 Average
3 Poor
Gutters 1 Good 0 N/A
2 Average
3 Poor
Downpipes 1 Good 0 N/A
2 Average
3 Poor
Fascia Boards/Flashings 1 Good 3 30, 31, 32
2 Average
3 Poor
Electrical 1 Good 0 N/A
2 Average
3 Poor
Mechanical 1 Good 0 N/A
2 Average
3 Poor
Damage Assessment (FJD $ VEP) 3,500.00 Intermediate
Damage Assessment (FJD $ VEP) 169,698.00 Long Term
Basis of Calculation QS Cost Database & Engineers Estimate
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
200 x 20mm timber fascia board 50% damage
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
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 Damage
Location: Ba 3 Extensive but Repairable
No. of Buildings: 11 4 Irreparable
Ariel Plan Available: YES / NO
REPORT Types of Buildings
Page No. : 8 School Block
Building No. : 8 Staff Quarters
Building Type: Staff Quarters (SQ2) Toilet Block
Building Approx Age: 20+ Utility Building (FEA, Services, etc)
No. of Storeys: 1 Divisional Hospital
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
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 40
2 Average
3 Poor
Floor 1 Good 0 40
2 Average
3 Poor
Tiles/Floor Covering 1 Good 0 40
2 Average
3 Poor
Walls 1 Good 0 36, 37, 38
2 Average
3 Poor
Windows/Doors 1 Good 1
2 Average
3 Poor
Shutters 1 Good 0
2 Average
3 Poor
Ceilings 1 Good 0 N/A
2 Average
3 Poor
Rafters 1 Good 0 39, 41
2 Average
3 Poor
Purlins 1 Good 0 N/A
2 Average
3 Poor
Roof Cladding 1 Good 4 36
2 Average
3 Poor
Terraces/Verandah 1 Good 4 38
2 Average
3 Poor
Gutters 1 Good 4 N/A
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
Mechanical 1 Good 0 N/A
2 Average
3 Poor
Damage Assessment (FJD $ VEP) 6,000.00 Intermediate
Damage Assessment (FJD $ VEP) 109,915.00 Long Term
Basis of Calculation QS Cost Database & Engineers Estimate
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 = $109,915 (new roof with concrete walls allowing for demolition).
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
Not known - all blown away 100% damage
200 x 20mm timber fascia board 100% damage
75 x 50 purlins at 1.2m crs. No damage or dislocation observed
Not known - all blown away 100% damage - reinstated by School
Management temporarily
Not known - all blown away 100% damage
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
100 x 50 joist at 600 crs. skew nailed to 150 x 75 timber bearers No visible damage
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 Damage
Location: Ba 3 Extensive but Repairable
No. of Buildings: 11 4 Irreparable
Ariel Plan Available: YES / NO
REPORT Types of Buildings
Page No. : 9 School Block
Building No. : 9 Staff Quarters
Building Type: Staff Quarters (SQ3) Toilet Block
Building Approx Age: 20+ Utility Building (FEA, Services, etc)
No. of Storeys: 1 Divisional Hospital
Building Dimensions (Approx.): 8.9m L x 6.1m W Sub-Divisional Hospital
Roof Pitch not known Health Centre
Usability: Nursing Station
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Foundations 1 Good 4 N/A
2 Average
3 Poor
Floor 1 Good 4 42
2 Average
3 Poor
Tiles/Floor Covering 1 Good 4 42
2 Average
3 Poor
Walls 1 Good 4 N/A
2 Average
3 Poor
Windows/Doors 1 Good 4
2 Average
3 Poor
Shutters 1 Good 4 N/A
2 Average
3 Poor
Ceilings 1 Good 4 N/A
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
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
Electrical 1 Good 4 N/A
2 Average
3 Poor
Mechanical 1 Good 4 N/A
2 Average
3 Poor
Damage Assessment (FJD $ VEP) 0.00 Intermediate
Damage Assessment (FJD $ VEP) 78,518.00 Long Term
Basis of Calculation QS Cost Database & Engineers Estimate
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
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Possible Intermediate Solutions No intermediate solution - highly recommend to reconstruct in concrete. Refer long term solution.
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
N/A
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Timber lining 100% damage
Not known - all blown away 100% damage
Not known - all blown away 100% damage
Cannot be used - destroyed completely
Build Quality
Concrete stubs 100% damage
150 x 50 joists at 400 crs. skew nailed to 100 x 75 timber bearers 100% damage
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 Damage
Location: Ba 3 Extensive but Repairable
No. of Buildings: 11 4 Irreparable
Ariel Plan Available: YES / NO
REPORT Types of Buildings
Page No. : 10 School Block
Building No. : 10 Staff Quarters
Building Type: Staff Quarters (SQ4) Toilet Block
Building Approx Age: 20+ Utility Building (FEA, Services, etc)
No. of Storeys: 1 Divisional Hospital
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
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 48
2 Average
3 Poor
Floor 1 Good 0 48
2 Average
3 Poor
Tiles/Floor Covering 1 Good 1 47
2 Average
3 Poor
Walls 1 Good 0 43
2 Average
3 Poor
Windows/Doors 1 Good 0
2 Average
3 Poor
Shutters 1 Good 0
2 Average
3 Poor
Ceilings 1 Good 4 45
2 Average
3 Poor
Rafters 1 Good 0 45, 46
2 Average
3 Poor
Purlins 1 Good 0 45, 46
2 Average
3 Poor
Roof Cladding 1 Good 0 45, 46
2 Average
3 Poor
Terraces/Verandah 1 Good 0 43
2 Average
3 Poor
Gutters 1 Good 0 N/A
2 Average
3 Poor
Downpipes 1 Good 0 N/A
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
Mechanical 1 Good 0 N/A
2 Average
3 Poor
Damage Assessment (FJD $ VEP) 4,500.00 Intermediate
Damage Assessment (FJD $ VEP) 155,364.00 Long Term
Basis of Calculation QS Cost Database & Engineers Estimate
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.
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 = $155,364 (new roof with concrete walls allowing for demolition).
200 x 20mm timber fascia board 50% damage
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
75 x 50 purlins at 1.2m crs. No damage or dislocation observed
CGI cladding roof nailed at every second crest No visible damage
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
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
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 Damage
Location: Ba 3 Extensive but Repairable
No. of Buildings: 11 4 Irreparable
Ariel Plan Available: YES / NO
REPORT Types of Buildings
Page No. : 11 School Block
Building No. : 11 Staff Quarters
Building Type: Staff Quarters (SQ5) Toilet Block
Building Approx Age: 20+ Utility Building (FEA, Services, etc)
No. of Storeys: 1 Divisional Hospital
Building Dimensions (Approx.): 11.5m L x 8.4m W x 2.6m ( E ), 3.2m ( A ) H 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 N/A
2 Average
3 Poor
Floor 1 Good 0 N/A
2 Average
3 Poor
Tiles/Floor Covering 1 Good 0 N/A
2 Average
3 Poor
Walls 1 Good 0 49, 50
2 Average
3 Poor
Windows/Doors 1 Good 0
2 Average
3 Poor
Shutters 1 Good 0
2 Average
3 Poor
Ceilings 1 Good 0
2 Average
3 Poor
Rafters 1 Good 0 51, 52
2 Average
3 Poor
Purlins 1 Good 0 51, 52
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
Downpipes 1 Good 4 N/A
2 Average
3 Poor
Fascia Boards/Flashings 1 Good 4
2 Average
3 Poor
Electrical 1 Good 0 N/A
2 Average
3 Poor
Mechanical 1 Good 0 N/A
2 Average
3 Poor
Damage Assessment (FJD $ VEP) 1,500.00 Intermediate
Damage Assessment (FJD $ VEP) 94,801.00 Long Term
Basis of Calculation QS Cost Database & Engineers Estimate
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
CGI cladding roof nailed at every second crest No visible damage
49, 50
N/A N/A N/A
N/A N/A
Carpet on bare concrete No visible damage
150mm blockwalls. No visible damage
Louver windows on standard carriers on timber framing. Timber doors 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 2 - SCHOOL BLOCK 0.00
BUILDING 3 - SCHOOL BLOCK 0.00
BUILDING 4 - SCHOOL BLOCK 0.00
BUILDING 5 - SCHOOL BLOCK 0.00
BUILDING 6 - TOILET BLOCK 0.00
BUILDING 7 - STAFF QUARTERS (SQ1) 3500.00
BUILDING 8 - STAFF QUARTERS (SQ2) 6000.00
BUILDING 9 - STAFF QUARTERS (SQ3) 0.00
BUILDING 10 - STAFF QUARTERS (SQ4) 4500.00
BUILDING 11 - STAFF QUARTERS (SQ5) 1500.00
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
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 14
Photo 3: Showing Rear View of Classroom Block Building 1
Photo 4: Showing Roof Framing of Terrace
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 15
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
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 16
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
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 17
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
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 18
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
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 19
PHOTOS – BUILDING 2
Photo 13: Showing Remains of Classroom Block Building 2
Photo 14: Showing View of Floor Framing of Classroom Block Building 2 – All Framing Distorted
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 20
PHOTOS – BUILDING 3
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
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 21
Photo 17: Showing Partial View of Terrace Classroom Block C Building 3 – 100 % Damage
Photo 18: Showing Roof Framing of Classroom Block Building 3
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 22
Photo 19: Showing Floor Framing of Classroom Block Building 3
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 23
PHOTOS – BUILDING 4
Photo 20: Showing Remaining View of Classroom Block Building 4
Photo 21: Showing Remaining View of Classroom Block Building 4
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 24
PHOTOS – BUILDING 5
Photo 22: Showing Front View of Dining Hall Building 5
Photo 23: Showing Rear View of Dining Hall Building 5
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 25
Photo 24Showing New Roof Framing of Dining Hall Building 5
Photo 25: Showing New Wall Framing of Dining Hall Building 5
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 26
PHOTOS – BUILDING 6
Photo 26: Showing Front View of Toilet Block Building 6
Photo 27: Showing Rear View of Toilet Block Building 6
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 27
Photo 28: Showing SideView of Toilet Block Building 6
Photo 29: Showing Roof Framing of Toilet Block Building 6
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 28
PHOTOS – BUILDING 7
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
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 29
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
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 30
Photo 34: Showing Roof framing of Staff Quarters 1 Building 7
Photo 35: Showing Pine Post Stump of Staff Quarters 1 Building 7
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 31
PHOTOS – BUILDING 8
Photo 36: Showing Front View of Staff Quarters 2 Building 8
Photo 37: Showing Side View of Staff Quarters 2 Building 8
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 32
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
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 33
Photo40: Showing Floor Framing for Staff Quarters 2 Building 8
Photo 41: Showing Electrical Components of Staff Quarters 2 Building 8
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 34
PHOTOS – BUILDING 9
Photo 42: Showing Front View of Staff Quarters 3 Building 9 – Whole Building Blown away
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 35
PHOTOS – BUILDING 10
Photo 43: Showing Front View of Staff Quarters 4 Building 10
Photo 44: Showing Gable End View of Staff Quarters 4 Building 10
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 36
Photo 45: Showing Roof Framing View of Staff Quarters 4 Building 10
Photo 46: Showing Rafter Connection View of Staff Quarters 4 Building 10
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 37
Photo 47: Showing T & G Lining/Carpet for Staff Quarters 4 Building 10
Photo 48: Showing Floor Framing for Staff Quarters 4 Building 10
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 38
PHOTOS – BUILDING 11
Photo 49: Showing Front View of Staff Quarters 5 Building 11
Photo 50: Showing Side View of Staff Quarters 5 Building 11
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 39
Photo 51: Showing Roof Framing for Staff Quarters 5 Building 11
Photo 52: Showing Rafter Connection for Staff Quarters 5 Building 1
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 40
PHOTOS – GENERAL SITE
Photo 53: Showing Rotomold Water Tank Placed on Ground– No Damage
Photo 54: Showing Broken Power Lines
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 41
Photo 55: Showing Open Shed -1
Photo 56: Showing Fallen Power Post
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 42
Photo 57: Showing Open Shed - 2
Cyclone Winston Damage Assessment – Navunisea District School, Tailevu North 43
SITE PLAN & OTHER SKETCHES