CYCLONE WINSTON PRELIMINARY ASSESSMENT 132 - Bua Central C… · disclaimer: this report has been...
Transcript of CYCLONE WINSTON PRELIMINARY ASSESSMENT 132 - Bua Central C… · disclaimer: this report has been...
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 NRW MACALLAN (FIJI) LTD. 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: Bua Central College
TYPE: Secondary School
LOCATION: Bua, Vanua Levu
DATE OF ASSESSMENT: 17 March 2016
DATE OF REPORT: 23 April 2016
JOB NO: 21603078
GOVERNMENT FACILITY NO: 132
GENERAL DAMAGESCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd
GENERAL INFORMATION
Building Name: School Block, Staff Quarters, Toilet Block, Pavilion
GFN: 132
Location: Bua Central College
No. of Buildings: 22
Aerial Plan Available: YES / 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:
DESCRIPTION Short Term Solution Long Term Solution Design Fee
Building 1 School Block 30,000.00$
Building 2 School Block 25,000.00$
Building 3 School Block 50,000.00$
Building 4 Assembly Building 50,000.00$
Building 5 Staff Room 20,000.00$
Building 6 School Block 15,000.00$
Building 7 School Block 20,000.00$
Building 8 Vocational Training Room 40,000.00$
Bulding 9 School Toilet Block 30,000.00$
Building 10 Girls Hostel 40,000.00$
Bulding 11 Girls Hostel Toilet Block 40,000.00$
Building 12 Boys Hostel 40,000.00$
Building 13 Boys Hostel Toilet 40,000.00$
Building 14 Staff Quarters Block 60,000.00$
Building 15 Staff Quarter 2 15,000.00$
Building 16 Staff Quarters 3 15,000.00$
Building 17 Staff Quarter 4 150,000.00$
Building 18 Staff Quarters 5 150,000.00$
Building 19 Staff Quarter 6 Principals Residence 20,000.00$
Building 20 Staff Quarters7 150,000.00$
Building 21 Staff Quarters 8 150,000.00$
Building 22 Staff Quarters 9 150,000.00$
Walkways 50,000.00$
Water Tank bases 20,000.00$
TOTAL 1,370,000.00$
11,250.00$
33,750.00$
Water Tanks
Walkways
Polyethylene tanks on timber framed base and posts
13,500.00$
15,000.00$
CGI Roof cladding rusted in places, no purlins, 150x50 beams spanning 4m, 100dia timber/chs post into concrete slab
350,000.00$
Barbed wire boundary fence and typical chainlink fence in places.
Minor damage seen to boundary fence. Recommend minor repair works in the long term solution.
Recommendation for the long term is desiging the roof framing to National Building Code Standards
Recommend carrying out a structural anaylsis on the tank bases and post
Power is supplied by generator/solar panel
Recommend replace rroof nails with cyclonic screws
Walkways located inbetween toilet block and classroom, and between classroom buildings
-$
150,000.00$
200,000.00$
26,250.00$
180,000.00$
150,000.00$
450,000.00$
200,000.00$
200,000.00$ 15,000.00$
3,380,000.00$ 313,750.00$
3,000.00$ -$
15,000.00$
11,250.00$
7,500.00$
11,250.00$
7,500.00$
1,000.00$
TOTAL FEE ESTIMATE:
100,000.00$ 7,500.00$
300,000.00$ 22,500.00$
200,000.00$
150,000.00$
100,000.00$
150,000.00$
100,000.00$
-$
200,000.00$
15,000.00$
11,250.00$
-$
15,000.00$
11,250.00$
11,250.00$
15,000.00$
11,250.00$
11,250.00$
11,250.00$
200,000.00$
-$
-$
-$
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 1 3 Extensive but Repairable
Type: School Block 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 2 Utility Building (FEA, Services, etc)
Building No. : 1 Divisional Hospital
Building Approx Age: Over 40 years old Sub-Divisional Hospital
No. of Storeys: Single storey timber & masonry building with timber framed gable roof Health Centre
Length (m): 85 Nursing Station
Width (m): 8.5 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Reinforced Concrete on concrete slab on ground 1 Good No visible damage 0 2 & 4
2 Average
3 Poor
Foundations Not visible 1 Good 0 N/A
2 Average
3 Poor
Walls 150mm blockwork walls 1 Good None from cyclone 0 2 & 4
Timber framed in places. 2 Average Deteriorated due to age
3 Poor
Rafters 150x50 timber rafters at 1m centers 1 Good None from cyclone 0 3
2 Average
3 Poor
Purlins 75x50 timber purlins at 800mm centres 1 Good None from cyclone 0 3
2 Average
3 Poor
Roof CGI cladding nailed 1 Good 0 2
2 Average Replace roof nails with screws
3 Poor
Electrical Typical GPO's and light fittings 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Hydraulics None visible 1 Good N/A N/A N/A
2 Average
3 Poor
Windows/Doors Timber framed. Glass louvers 1 Good None from cyclone 0 2 & 4
Timber doors 2 Average
3 Poor
Shutters Mesh in some places 1 Good 4 2, 3 & 4
2 Average All glass areas must have shutters
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 3 & 4
2 Average
3 Poor
Terraces/Verandah Eaves battens 1 Good 4 3
70ØCHS posts at 3m crs 2 Average
150x50 verandah beam 3 Poor
Tiles/Floor Covering Concrete plaster and ceramic tiles 1 Good None from cyclone 0 3, 4 & 5
2 Average
3 Poor
Gutters Stainless Steel gutters 100mm wide 1 Good Missing guttering in places 4 2, 3 & 4
2 Average
3 Poor
Downpipes 100mm diameter pvc downpipes 1 Good Missing in places 4 2, 3 & 4
2 Average Install new PVC downpipes
3 Poor
Fascia Boards 200x20 timber fascia 1 Good None from cyclone 0 2, 3 & 4
2 Average 10% rotten in places
3 Poor
Furniture/Desks etc. School desks and book shelves 1 Good None from cyclone 0 5
2 Average
3 Poor
Possible Intermediate Solution Requires all roof nails to be replaced with cyclonic screws
Replace all damaged fascia, eaves battens and gutter supports with new
Ensure all shutters cover all glass areas on external walls
Possible Long Term Solution
*Structural assessment may lead to demolition of existing structure as new structure will comply with the Fiji National Building Code.
Immediate Damage Assessment
($)30,000.00$
Long Term Damage Assessment
($)350,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:2,250.00$
Design/Documentation for Long
Term Assessment:26,250.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Due to the age of the building, we recommend to carry out a structural design assessment of roof framing members and connections, and timber framed
walls
Install new PVC guttering
Build Quality
None from cyclone
No visible damage
Missing in places
Damaged and missing in places
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 2 3 Extensive but Repairable
Type: School Block 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 3 Utility Building (FEA, Services, etc)
Building No. : 2 Divisional Hospital
Building Approx Age: Over 40 years old Sub-Divisional Hospital
No. of Storeys: Single storey timber & masonry building with timber framed gable roof Health Centre
Length (m): 44 Nursing Station
Width (m): 9 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Reinforced Concrete on concrete slab on ground 1 Good No visible damage 0 6
2 Average
3 Poor
Foundations Not visible 1 Good 0 N/A
2 Average
3 Poor
Walls 150mm blockwork walls 1 Good None from cyclone 0 6
Timber framed in places. 2 Average Deteriorated due to age
3 Poor
Rafters 150x50 timber rafters at 1m centers 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Purlins 75x50 timber purlins at 800mm centres 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Roof CGI cladding nailed 1 Good 0 6
2 Average Replace roof nails with screws
3 Poor
Electrical Typical GPO's and light fittings 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Hydraulics None visible 1 Good N/A N/A N/A
2 Average
3 Poor
Windows/Doors Timber framed. Glass louvers 1 Good None from cyclone 0 6
Timber doors 2 Average
3 Poor
Shutters Mesh in some places 1 Good 4 6
2 Average All glass areas must have shutters
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Terraces/Verandah Eaves battens 1 Good 4 6
70ØCHS posts at 3m crs 2 Average
150x50 verandah beam 3 Poor
Tiles/Floor Covering Concrete plaster and ceramic tiles 1 Good None from cyclone 0 6
2 Average
3 Poor
Gutters Stainless Steel gutters 100mm wide 1 Good Missing guttering in places 4 6
2 Average
3 Poor
Downpipes 100mm diameter pvc downpipes 1 Good Missing in places 4 6
2 Average Install new PVC downpipes
3 Poor
Fascia Boards 200x20 timber fascia 1 Good None from cyclone 0 6
2 Average 10% rotten in places
3 Poor
Furniture/Desks etc. School desks and book shelves 1 Good None from cyclone 0 5
2 Average
3 Poor
Possible Intermediate Solution Requires all roof nails to be replaced with cyclonic screws
Replace all damaged fascia, eaves battens and gutter supports with new
Ensure all shutters cover all glass areas on external walls
Possible Long Term Solution
*Structural assessment may lead to demolition of existing structure as new structure will comply with the Fiji National Building Code.
Immediate Damage Assessment
($)25,000.00$
Long Term Damage Assessment
($)180,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:1,875.00$
Design/Documentation for Long
Term Assessment:13,500.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Due to the age of the building, we recommend to carry out a structural design assessment of roof framing members and connections, and timber framed
walls
Build Quality
No visible damage
None from cyclone
Missing in places
Damaged and missing in places
Install new PVC guttering
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 3 3 Extensive but Repairable
Type: School Block 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 4 Utility Building (FEA, Services, etc)
Building No. : 3 Divisional Hospital
Building Approx Age: Over 40 years old Sub-Divisional Hospital
No. of Storeys: Single storey masonry building with timber framed gable roof Health Centre
Length (m): 57 Nursing Station
Width (m): 8.5 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Reinforced Concrete on concrete slab on ground 1 Good No visible damage 0 10 & 11
2 Average
3 Poor
Foundations Not visible 1 Good 0 N/A
2 Average
3 Poor
Walls 150mm blockwork walls 1 Good None from cyclone 0 7 & 8
2 Average
3 Poor
Rafters 150x50 timber rafters at 1m centers 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Purlins 75x50 timber purlins at 800mm centres 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Roof CGI cladding nailed 1 Good 0 7 & 8
2 Average Replace roof nails with screws
3 Poor
Electrical Typical GPO's and light fittings 1 Good None from cyclone 0 N/A
Fluorescent light fittings and solar panel 2 Average
3 Poor
Hydraulics None visible 1 Good N/A N/A N/A
2 Average
3 Poor
Windows/Doors Timber framed. Glass louvers 1 Good None from cyclone 0 7 & 8
Timber doors 2 Average
3 Poor
Shutters Mesh in some places 1 Good 4 7,8 & 9
2 Average All glass areas must have shutters
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 10
2 Average Deteriorated due to age
3 Poor
Terraces/Verandah Eaves battens 1 Good 4 9
70ØCHS posts at 3m crs 2 Average
150x50 verandah beam 3 Poor
Tiles/Floor Covering Concrete plaster and ceramic tiles 1 Good None from cyclone 0 10 & 11
2 Average Cracks in floor
3 Poor
Gutters Stainless Steel gutters 100mm wide 1 Good Missing guttering in places 4 7 & 8
2 Average
3 Poor
Downpipes 100mm diameter pvc downpipes 1 Good Missing in places 4 7 & 8
2 Average Install new PVC downpipes
3 Poor
Fascia Boards 200x20 timber fascia 1 Good None from cyclone 0 7, 8 & 9
2 Average 10% rotten in places
3 Poor
Furniture/Desks etc. School desks and book shelves 1 Good None from cyclone 0 10
2 Average
3 Poor
Possible Intermediate Solution Requires all roof nails to be replaced with cyclonic screws
Replace all missing gutters and downpipes with new
Ensure all shutters cover all glass areas on external walls
Possible Long Term Solution Due to the age of the building, we recommend to carry out a structural design assessment of roof framing members and connections
Rectify cracks in concrete with plaster and/or sika product
Immediate Damage Assessment
($)50,000.00$
Long Term Damage Assessment
($)150,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:3,750.00$
Design/Documentation for Long
Term Assessment:11,250.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
*Structural assessment may lead to demolition of existing roof framing of the structure as new roof framing will comply with the Fiji National Building Code.
Build Quality
No visible damage
None from cyclone
Missing in places
Damaged and missing in places
Install new PVC guttering
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 4 Assembly Building 3 Extensive but Repairable
Type: Public Building or Facility 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 5 Utility Building (FEA, Services, etc)
Building No. : 4 Divisional Hospital
Building Approx Age: Over 40 years old Sub-Divisional Hospital
No. of Storeys: Single storey masonry structural with timber framed high pitched roof Health Centre
Length (m): 21 Nursing Station
Width (m): 24 Public Building or Facility
Height (m): 8
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Reinforced Concrete on concrete slab on ground 1 Good No visible damage 0 13
2 Average
3 Poor
Foundations Not visible 1 Good No visible damage 0 N/A
2 Average
3 Poor
Walls Masonry Wall 1 Good No visible damage 0 12 & 13
2 Average
3 Poor
Rafters Truss 1 Good No visible damage 0 13
2 Average Structural analysis required
3 Poor
Purlins 100x50 purlins 1 Good No visible damage 0 13
2 Average
3 Poor
Roof CGI Rood cladding nailed to roof framing 1 Good Loose cladding in places 3 12 & 14
2 Average Ensure cyclonic screw fixings
3 Poor
Electrical None 1 Good No visible damage 0 0
2 Average
3 Poor
Hydraulics None 1 Good N/A N/A N/A
2 Average
3 Poor
Windows/Doors Timber framed. Glass louvers 1 Good No visible damage 0 12 & 13
Timber doors 2 Average
3 Poor
Shutters None 1 Good None 0 12 & 13
2 Average
3 Poor
Ceilings Plyboard 1 Good No visible damage 0 0
2 Average
3 Poor
Terraces/Verandah None 1 Good N/A N/A N/A
2 Average
3 Poor
Tiles/Floor Covering Vinyl tiles 1 Good None from cyclone 0 13
2 Average
3 Poor
Gutters None 1 Good PVC gutters & support straps reqd 0 12 & 14
2 Average
3 Poor
Downpipes None 1 Good PVC downpipes required 0 12 & 14
2 Average
3 Poor
Fascia Boards 200x20 fascia boards 1 Good None from cyclone 0 14 & 15
2 Average Deteriorated
3 Poor
Furniture/Desks etc. None 1 Good None N/A 13
2 Average
3 Poor
Possible Intermediate Solution Replace destroyed roof cladding with new and ensure fixed with cyclonic roofing screws
Ensure all windows have adequate shutters in compliance with the Fiji National Building Code
Replace deteriorated fascia boards with new and replace missing glass louvers with new
Possible Long Term Solution Carry out a structural design assessment on the timber framing members and connections
Immediate Damage Assessment
($)50,000.00$
Long Term Damage Assessment
($)450,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:3,750.00$
Design/Documentation for Long
Term Assessment:33,750.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependant upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
*Design assessment may lead to the demolition of the existing structure in order for a new structure to be constructed in compliance with the Fiji National
Building Code
Build Quality
Recommend Proper Shutters and
Shutter fastening
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 5 Staff Room 3 Extensive but Repairable
Type: School Block 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 6 Utility Building (FEA, Services, etc)
Building No. : 5 Divisional Hospital
Building Approx Age: Over 40 years old Sub-Divisional Hospital
No. of Storeys: Single storey timber framed structure Health Centre
Length (m): 8 Nursing Station
Width (m): 8 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Timber framed Flooring 1 Good None from cyclone 0 17, 18 & 19
2 Average
3 Poor
Foundations Appear to timber anchor piles cast into mass concrete footing 1 Good None from cyclone 0 18 & 19
2 Average
3 Poor
Walls Timber framed walls 1 Good None from cyclone 0 17, 18 & 19
2 Average
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Roof CGI Rood cladding nailed to roof framing 1 Good None from cyclone 0 17
2 Average
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 17
Fluorescent light fittings and solar panel 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 17 - 19
2 Average
3 Poor
Shutters 1 Good 17 - 19
2 Average 1
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 18 - 19
2 Average
3 Poor
Terraces/Verandah Timber framed front verandah 1 Good None from cyclone 0 17 - 19
2 Average
3 Poor
Tiles/Floor Covering Timber decking 1 Good None from cyclone 0 17
2 Average
3 Poor
Gutters 100mm wide PVC gutters 1 Good None from cyclone 0 17 - 19
2 Average Requires additional supports
3 Poor
Downpipes 100mm diameter downpipes 1 Good None from cyclone 0 17 - 19
2 Average
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 17 - 19
2 Average
3 Poor
Furniture/Desks etc. School desks and book shelves 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution Replace roof nails with screws
Ensure all glass areas on external walls have shutters
Introduce additional; gutter support straps
Possible Long Term Solution Carry out a structural design assessment on the timber framing members and connections
Immediate Damage Assessment
($)20,000.00$
Long Term Damage Assessment
($)200,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:1,500.00$
Design/Documentation for Long
Term Assessment:15,000.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Timber Frame Shutters in some places nailed to the window frameRecommend slatted shutters with 'Z'
brackets
Remove roof nails and fix with
cyclonic roofing screws
*Design assessment may lead to the demolition of the existing structure in order for a new structure to be constructed in compliance with the Fiji National
Building Code
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 6 Vocational Training Room 3 Extensive but Repairable
Type: School Block 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 7 Utility Building (FEA, Services, etc)
Building No. : 6 Divisional Hospital
Building Approx Age: Over 20 years old Sub-Divisional Hospital
No. of Storeys: Single storey timber framed structure with gable roof Health Centre
Length (m): 25 Nursing Station
Width (m): 6.5 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Timber framed Flooring 1 Good None from cyclone 0 20
2 Average
3 Poor
Foundations Appear to timber anchor piles cast into mass concrete footing 1 Good None from cyclone 0 20
2 Average
3 Poor
Walls Timber framed walls 1 Good None from cyclone 0 20 & 21
2 Average
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Roof CGI Rood cladding screw fixed to roof framing 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings and solar panel 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 20 & 21
2 Average
3 Poor
Shutters Mesh in places 1 Good 0 20 & 21
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 20 & 21
2 Average
3 Poor
Terraces/Verandah Front verandah 1 Good None from cyclone 0 20
2 Average
3 Poor
Tiles/Floor Covering Bare concrete floor slab 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Gutters 100mm wide PVC gutters 1 Good None from cyclone 0 20 & 21
2 Average
3 Poor
Downpipes None 1 Good None from cyclone 0 20 & 21
2 Average
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 20 & 21
2 Average
3 Poor
Furniture/Desks etc. Desks, Tables and chairs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution Ensure all glass areas on external walls have shutters
Introduce additional; gutter support straps
Possible Long Term Solution Carry out a structural design assessment on the timber framing members and connections
Immediate Damage Assessment
($)15,000.00$
Long Term Damage Assessment
($)200,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:1,125.00$
Design/Documentation for Long
Term Assessment:15,000.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
Introduce additional support straps
*Design assessment may lead to the demolition of the existing structure in order for a new structure to be constructed in compliance with the Fiji National
Building Code
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 7 3 Extensive but Repairable
Type: School Block 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 8 Utility Building (FEA, Services, etc)
Building No. : 7 Divisional Hospital
Building Approx Age: Over 20 years old Sub-Divisional Hospital
No. of Storeys: Single storey masonry structure with timber framed gable roof Health Centre
Length (m): 12 Nursing Station
Width (m): 8 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Concrete slab on ground 1 Good None from cyclone 0 22
2 Average
3 Poor
Foundations Not visible 1 Good N/A N/A N/A
2 Average
3 Poor
Walls 150mm blockwork 1 Good None from cyclone 0 22
2 Average
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Roof CGI Rood cladding nailed to roof framing 1 Good None from cyclone 0 22
2 Average Requires cyclonic screws
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 22
2 Average
3 Poor
Shutters None 1 Good 0 22
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 22
2 Average
3 Poor
Terraces/Verandah Front verandah 1 Good None from cyclone 0 22
2 Average
3 Poor
Tiles/Floor Covering Bare concrete floor slab 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Gutters None 1 Good None from cyclone 0 22
2 Average Introduce PVC gutters
3 Poor
Downpipes None 1 Good None from cyclone 0 22
2 Average Introduce PVC downpipes
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 22
2 Average Deteriorated in places
3 Poor
Furniture/Desks etc. Desks, Tables and chairs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution Replace roof nails with screws
Ensure all glass areas on external walls have shutters
Introduce additional gutters, support straps and downpipes
Possible Long Term Solution Due to the age of the building, we recommend to carry out a structural design assessment of roof framing members and connections
Immediate Damage Assessment
($)20,000.00$
Long Term Damage Assessment
($)200,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:1,500.00$
Design/Documentation for Long
Term Assessment:15,000.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
*Design assessment may lead to the demolition of the existing structure in order for a new structure to be constructed in compliance with the Fiji National
Building Code
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 8 3 Extensive but Repairable
Type: School Block 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 9 Utility Building (FEA, Services, etc)
Building No. : 8 Divisional Hospital
Building Approx Age: Over 20 years old Sub-Divisional Hospital
No. of Storeys: Single storey masonry structure with timber framed gable roof Health Centre
Length (m): 12 Nursing Station
Width (m): 8 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Concrete slab on ground 1 Good None from cyclone 0 23 - 24
2 Average
3 Poor
Foundations Not visible 1 Good N/A N/A N/A
2 Average
3 Poor
Walls 150mm blockwork 1 Good None from cyclone 0 23 - 24
2 Average
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Roof CGI Rood cladding nailed to roof framing 1 Good Extension cladding damaged 4 23 - 25
2 Average Requires cyclonic screws
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 22 - 23
2 Average
3 Poor
Shutters None 1 Good 0 22 - 23
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 22
2 Average
3 Poor
Terraces/Verandah Front verandah 1 Good None from cyclone 0 22
2 Average
3 Poor
Tiles/Floor Covering Bare concrete floor slab 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Gutters None 1 Good None from cyclone 0 22
2 Average Introduce PVC gutters
3 Poor
Downpipes None 1 Good None from cyclone 0 22
2 Average Introduce PVC downpipes
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 22
2 Average Deteriorated in places
3 Poor
Furniture/Desks etc. Desks, Tables and chairs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution Replace damaged cladding with new and roof nails with screws
Ensure all glass areas on external walls have shutters
Introduce additional gutters, support straps and downpipes
Possible Long Term Solution Due to the age of the building, we recommend to carry out a structural design assessment of roof framing members and connections
Immediate Damage Assessment
($)40,000.00$
Long Term Damage Assessment
($)150,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:3,000.00$
Design/Documentation for Long
Term Assessment:11,250.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
*Design assessment may lead to the demolition of the existing structure in order for a new structure to be constructed in compliance with the Fiji National
Building Code
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 79 3 Extensive but Repairable
Type: Toilet Block 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 10 Utility Building (FEA, Services, etc)
Building No. : 9 Divisional Hospital
Building Approx Age: Over 20 years old Sub-Divisional Hospital
No. of Storeys: Single storey masonry structure with timber framed gable roof Health Centre
Length (m): 10 Nursing Station
Width (m): 5 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Concrete slab on ground 1 Good None from cyclone 0 26 - 29
2 Average
3 Poor
Foundations Not visible 1 Good N/A N/A N/A
2 Average
3 Poor
Walls 150mm blockwork 1 Good None from cyclone 0 26 - 29
2 Average Cracks n blockwork
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 27 - 29
2 Average Deteriorated in places
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 27 - 29
2 Average Deteriorated in places
3 Poor
Roof CGI Rood cladding nailed to roof framing 1 Good None from cyclone 0 27
2 Average Requires cyclonic screws
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Window openings covered with mesh 1 Good None from cyclone 0 26 - 29
2 Average
3 Poor
Shutters Mesh in places 1 Good 0 26 - 29
2 Average
3 Poor
Ceilings None 1 Good N/A N/A N/A
2 Average
3 Poor
Terraces/Verandah Surrounded by 2m wide walkway and timber framed roof 1 Good None from cyclone 0 27
2 Average Roof require roofing screws
3 Poor
Tiles/Floor Covering Bare concrete floor slab 1 Good None from cyclone 0 27
2 Average
3 Poor
Gutters None 1 Good None from cyclone 0 27
2 Average Introduce PVC gutters
3 Poor
Downpipes None 1 Good None from cyclone 0 27
2 Average Introduce PVC downpipes
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 26 - 29
2 Average Deteriorated in places
3 Poor
Furniture/Desks etc. Toilet furniture and fittings 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution Replace roof nails with screws
Ensure all openings have glass and all glass areas on external walls have shutters
Introduce additional gutters, support straps and downpipes
Possible Long Term Solution Due to the age of the building, we recommend to carry out a structural design assessment of roof framing members and connections
Immediate Damage Assessment
($)30,000.00$
Long Term Damage Assessment
($)100,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:2,250.00$
Design/Documentation for Long
Term Assessment:7,500.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
*Design assessment may lead to the demolition of the existing structure in order for a new structure to be constructed in compliance with the Fiji National
Building Code
Glass louvers required with mesh
shutters
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 10 Girls Hostel 3 Extensive but Repairable
Type: School Block 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 11 Utility Building (FEA, Services, etc)
Building No. : 10 Divisional Hospital
Building Approx Age: Over 20 years old Sub-Divisional Hospital
No. of Storeys: Single storey masonry structure with timber framed gable roof Health Centre
Length (m): 16 Nursing Station
Width (m): 8 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Concrete slab on ground 1 Good None from cyclone 0 30
2 Average
3 Poor
Foundations Not visible 1 Good N/A N/A N/A
2 Average
3 Poor
Walls 150mm blockwork 1 Good None from cyclone 0 30
2 Average
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Roof CGI Rood cladding nailed to roof framing 1 Good None from cyclone 0 30
2 Average Requires cyclonic screws
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 30
2 Average
3 Poor
Shutters None 1 Good 0 30
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Terraces/Verandah Front verandah 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Tiles/Floor Covering Bare concrete floor slab 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Gutters None 1 Good None from cyclone 0 30
2 Average Introduce PVC gutters
3 Poor
Downpipes None 1 Good None from cyclone 0 30
2 Average Introduce PVC downpipes
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 30
2 Average
3 Poor
Furniture/Desks etc. Desks, Tables and chairs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution Replace roof nails with cyclonic screws
Ensure all glass areas on external walls have shutters
Introduce additional gutters, support straps and downpipes
Possible Long Term Solution Due to the age of the building, we recommend to carry out a structural design assessment of roof framing members and connections
Immediate Damage Assessment
($)40,000.00$
Long Term Damage Assessment
($)150,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:3,000.00$
Design/Documentation for Long
Term Assessment:11,250.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
*Design assessment may lead to the demolition of the existing structure in order for a new structure to be constructed in compliance with the Fiji National
Building Code
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 11 Girls Hostel Toilet Block 3 Extensive but Repairable
Type: Toilet Block 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 12 Utility Building (FEA, Services, etc)
Building No. : 11 Divisional Hospital
Building Approx Age: Over 20 years old Sub-Divisional Hospital
No. of Storeys: Single storey masonry structure with timber framed gable roof Health Centre
Length (m): 8 Nursing Station
Width (m): 4 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Concrete slab on ground 1 Good None from cyclone 0 30
2 Average
3 Poor
Foundations Not visible 1 Good N/A N/A N/A
2 Average
3 Poor
Walls 150mm blockwork 1 Good None from cyclone 0 30
2 Average
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Roof CGI Rood cladding nailed to roof framing 1 Good None from cyclone 0 30
2 Average Requires cyclonic screws
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 30
2 Average
3 Poor
Shutters None 1 Good 0 30
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Terraces/Verandah Front verandah 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Tiles/Floor Covering Bare concrete floor slab 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Gutters None 1 Good None from cyclone 0 30
2 Average Introduce PVC gutters
3 Poor
Downpipes None 1 Good None from cyclone 0 30
2 Average Introduce PVC downpipes
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 30
2 Average
3 Poor
Furniture/Desks etc. Toilet fittings and furniture 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution Replace roof nails with cyclonic screws
Ensure all glass areas on external walls have shutters
Introduce additional gutters, support straps and downpipes
Possible Long Term Solution Due to the age of the building, we recommend to carry out a structural design assessment of roof framing members and connections
Immediate Damage Assessment
($)40,000.00$
Long Term Damage Assessment
($)100,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:3,000.00$
Design/Documentation for Long
Term Assessment:7,500.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
*Design assessment may lead to the demolition of the existing structure in order for a new structure to be constructed in compliance with the Fiji National
Building Code
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 6 Boys Hostel 3 Extensive but Repairable
Type: School Block 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 13 Utility Building (FEA, Services, etc.)
Building No. : 12 Divisional Hospital
Building Approx Age: Over 20 years old Sub-Divisional Hospital
No. of Storeys: Single storey timber framed structure with gable roof Health Centre
Length (m): 16 Nursing Station
Width (m): 6 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Timber framed Flooring 1 Good None from cyclone 0 31
2 Average Deteriorated due to age
3 Poor
Foundations Appear to timber anchor piles cast into mass concrete footing 1 Good None from cyclone 0 31 & 32
2 Average
3 Poor
Walls Timber framed walls 1 Good None from cyclone 0 31 & 32
2 Average Deteriorated due to age
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average Deteriorated due to age
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average Deteriorated due to age
3 Poor
Roof CGI Rood cladding screw fixed to roof framing 1 Good None from cyclone 0 31 & 32
2 Average
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings and solar panel 2 Average Deteriorated due to age
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 31 & 32
2 Average Deteriorated due to age
3 Poor
Shutters Mesh in places 1 Good 0 31 & 32
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 N/A
2 Average Deteriorated due to age
3 Poor
Terraces/Verandah Front verandah 1 Good None from cyclone 0 31
2 Average
3 Poor
Tiles/Floor Covering Timber flooring 1 Good None from cyclone 0 31
2 Average Deteriorated due to age
3 Poor
Gutters 100mm wide PVC gutters 1 Good Missing in places 4 31
2 Average
3 Poor
Downpipes None 1 Good Missing in places 4 31
2 Average
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 31
2 Average Deteriorated due to age
3 Poor
Furniture/Desks etc. Hostel furniture 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution Ensure all glass areas on external walls have shutters
Introduce additional gutters, gutter support straps and downpipes
Introduce cyclonic roofing screws to replace roof nails
Possible Long Term Solution Carry out a structural design assessment on the timber framing members and connections
Immediate Damage Assessment
($)40,000.00$
Long Term Damage Assessment
($)150,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:3,000.00$
Design/Documentation for Long
Term Assessment:11,250.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
Introduce additional support straps
*Design assessment may lead to the demolition of the existing structure in order for a new structure to be constructed in compliance with the Fiji National
Building Code
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 13 Boys Hostel Toilet Block 3 Extensive but Repairable
Type: Toilet Block 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 14 Utility Building (FEA, Services, etc)
Building No. : 13 Divisional Hospital
Building Approx Age: Over 20 years old Sub-Divisional Hospital
No. of Storeys: Single storey masonry structure with timber framed gable roof Health Centre
Length (m): 8 Nursing Station
Width (m): 4 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Concrete slab on ground 1 Good None from cyclone 0 33 - 34
2 Average
3 Poor
Foundations Not visible 1 Good N/A N/A N/A
2 Average
3 Poor
Walls 150mm blockwork 1 Good None from cyclone 0 33 - 34
2 Average
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Roof CGI Rood cladding nailed to roof framing 1 Good None from cyclone 0 33 - 34
2 Average Requires cyclonic screws
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 33 - 34
2 Average
3 Poor
Shutters None 1 Good 0 33 - 34
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Terraces/Verandah Front verandah 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Tiles/Floor Covering Bare concrete floor slab 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Gutters None 1 Good None from cyclone 0 33 - 34
2 Average Introduce PVC gutters
3 Poor
Downpipes None 1 Good None from cyclone 0 33 - 34
2 Average Introduce PVC downpipes
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 33 - 34
2 Average
3 Poor
Furniture/Desks etc. Toilet fittings and furniture 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution Replace roof nails with cyclonic screws
Ensure all glass areas on external walls have shutters
Introduce additional gutters, support straps and downpipes
Possible Long Term Solution Due to the age of the building, we recommend to carry out a structural design assessment of roof framing members and connections
Immediate Damage Assessment
($)40,000.00$
Long Term Damage Assessment
($)100,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:3,000.00$
Design/Documentation for Long
Term Assessment:7,500.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
*Design assessment may lead to the demolition of the existing structure in order for a new structure to be constructed in compliance with the Fiji National
Building Code
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 14 Staff Quarters Block 3 Extensive but Repairable
Type: Staff Quarters 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 13 Utility Building (FEA, Services, etc)
Building No. : 12 Divisional Hospital
Building Approx Age: Over 40 years old Sub-Divisional Hospital
No. of Storeys: Single storey timber framed structure with gable roof Health Centre
Length (m): 30 Nursing Station
Width (m): 6 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Concrete floor slab on ground 1 Good None from cyclone 0 36
2 Average Deteriorated due to age
3 Poor
Foundations Not visible 1 Good N/A N/A N/A
2 Average
3 Poor
Walls Masonry walls 1 Good None from cyclone 0 36
Timber framed wall 2 Average Deteriorated due to age
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average Deteriorated due to age
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average Deteriorated due to age
3 Poor
Roof CGI Rood cladding nailed to roof framing 1 Good None from cyclone 0 35
2 Average Introduce roofing screws
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings and solar panel 2 Average Deteriorated due to age
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 36
2 Average Deteriorated due to age
3 Poor
Shutters Mesh in places 1 Good 0 36
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 N/A
2 Average Deteriorated due to age
3 Poor
Terraces/Verandah Front verandah 1 Good None from cyclone 0 36
2 Average
3 Poor
Tiles/Floor Covering Concrete plaster 1 Good None from cyclone 0 36
2 Average Deteriorated due to age
3 Poor
Gutters None 1 Good None from cyclone 0 36
2 Average
3 Poor
Downpipes None 1 Good None from cyclone 0 36
2 Average Introduce PVC downpipes
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 36
2 Average
3 Poor
Furniture/Desks etc. Home furniture 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution Ensure all glass areas on external walls have shutters
Introduce gutters, gutter support straps and downpipes
Introduce cyclonic roofing screws to replace roof nails
Possible Long Term Solution Carry out a structural design assessment on the timber framing members and connections
Immediate Damage Assessment
($)60,000.00$
Long Term Damage Assessment
($)300,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:4,500.00$
Design/Documentation for Long
Term Assessment:22,500.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
Introduce PVC gutters
*Design assessment may lead to the demolition of the existing structure in order for a new structure to be constructed in compliance with the Fiji National
Building Code
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 15 Staff Quarter 2 3 Extensive but Repairable
Type: Staff Quarters 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 16 Utility Building (FEA, Services, etc)
Building No. : 15 Divisional Hospital
Building Approx Age: Over 40 years old Sub-Divisional Hospital
No. of Storeys: Single storey timber framed structure with gable roof Health Centre
Length (m): 8 Nursing Station
Width (m): 8 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Timber framed Flooring 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Foundations Appear to timber anchor piles cast into mass concrete footing 1 Good None from cyclone 0 37
2 Average
3 Poor
Walls Timber framed walls 1 Good None from cyclone 0 37
2 Average
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Roof CGI Rood cladding screw fixed to roof framing 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings and solar panel 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 37
2 Average
3 Poor
Shutters Mesh in places 1 Good 0 37
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Terraces/Verandah Front verandah 1 Good None from cyclone 0 37
2 Average
3 Poor
Tiles/Floor Covering Timber flooring 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Gutters 100mm wide PVC gutters 1 Good None from cyclone 0 37
2 Average
3 Poor
Downpipes None 1 Good None from cyclone 0 37
2 Average Introduce PVC downpipes
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 37
2 Average
3 Poor
Furniture/Desks etc. Desks, Tables and chairs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution Due to the age of the structure, we recommend that a new structure be built in accordance to the Fiji National Building Code
Possible Long Term Solution None if Intermediate solution carried out
Immediate Damage Assessment
($)15,000.00$
Long Term Damage Assessment
($)200,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:1,125.00$
Design/Documentation for Long
Term Assessment:15,000.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
Introduce PVC gutters
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 13 Staff Quarter 3 3 Extensive but Repairable
Type: Staff Quarters 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 17 Utility Building (FEA, Services, etc)
Building No. : 16 Divisional Hospital
Building Approx Age: Over 20 years old Sub-Divisional Hospital
No. of Storeys: Single storey masonry structure with timber framed gable roof Health Centre
Length (m): 8 Nursing Station
Width (m): 8 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Concrete floor slab on ground 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Foundations Not visible 1 Good N/A 0 N/A
2 Average
3 Poor
Walls Timber framed walls 1 Good None from cyclone 0 37
2 Average
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Roof CGI Rood cladding screw fixed to roof framing 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings and solar panel 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 37
2 Average
3 Poor
Shutters Mesh in places 1 Good 0 37
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Terraces/Verandah Front verandah 1 Good None from cyclone 0 37
2 Average
3 Poor
Tiles/Floor Covering Bare concrete floor slab 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Gutters 100mm wide PVC gutters 1 Good None from cyclone 0 37
2 Average
3 Poor
Downpipes None 1 Good None from cyclone 0 37
2 Average Introduce PVC downpipes
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 37
2 Average
3 Poor
Furniture/Desks etc. Desks, Tables and chairs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution Replace roof nails with screws
Ensure all glass areas have shutters
Install new PVC gutters and downpipes
Possible Long Term Solution Carry out a structural assessment on the roof framing members and connections
Immediate Damage Assessment
($)15,000.00$
Long Term Damage Assessment
($)200,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:1,125.00$
Design/Documentation for Long
Term Assessment:15,000.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
Introduce PVC gutters
*Structural design assessment may lead to the demolition of the roof framing in order to construct framing in accordance to the Fiji National Building Code.
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 17 Staff Quarter 4 3 Extensive but Repairable
Type: Staff Quarters 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 18 Utility Building (FEA, Services, etc)
Building No. : 17 Divisional Hospital
Building Approx Age: Over 40 years old Sub-Divisional Hospital
No. of Storeys: Single storey timber framed structure with gable roof Health Centre
Length (m): 8 Nursing Station
Width (m): 8 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Timber framed Flooring 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Foundations Appear to timber anchor piles cast into mass concrete footing 1 Good None from cyclone 0 39
2 Average
3 Poor
Walls Timber framed walls 1 Good None from cyclone 0 39
2 Average
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Roof CGI Rood cladding screw fixed to roof framing 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings and solar panel 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 39
2 Average
3 Poor
Shutters Mesh in places 1 Good 0 39
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Terraces/Verandah Front verandah 1 Good None from cyclone 0 39
2 Average
3 Poor
Tiles/Floor Covering Timber flooring 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Gutters 100mm wide PVC gutters 1 Good None from cyclone 0 39
2 Average
3 Poor
Downpipes None 1 Good None from cyclone 0 39
2 Average Introduce PVC downpipes
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 39
2 Average
3 Poor
Furniture/Desks etc. Desks, Tables and chairs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution Due to the age of the structure, we recommend that a new structure be built in accordance to the Fiji National Building Code
Possible Long Term Solution None if Intermediate solution carried out
Immediate Damage Assessment
($)150,000.00$
Long Term Damage Assessment
($)-$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:11,250.00$
Design/Documentation for Long
Term Assessment:-$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
Introduce PVC gutters
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 18 Staff Quarter 5 3 Extensive but Repairable
Type: Staff Quarters 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 19 Utility Building (FEA, Services, etc)
Building No. : 18 Divisional Hospital
Building Approx Age: Over 40 years old Sub-Divisional Hospital
No. of Storeys: Single storey timber framed structure with gable roof Health Centre
Length (m): 8 Nursing Station
Width (m): 8 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Timber framed Flooring 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Foundations Appear to timber anchor piles cast into mass concrete footing 1 Good None from cyclone 0 40 & 41
2 Average Under sized foundation posts
3 Poor
Walls Timber framed walls 1 Good None from cyclone 0 40 & 41
2 Average
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Roof CGI Rood cladding nailed to roof framing 1 Good None from cyclone 0 40
2 Average
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings and solar panel 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 40 & 41
2 Average
3 Poor
Shutters None 1 Good 0 40 & 41
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Terraces/Verandah Front verandah 1 Good None from cyclone 0 41
2 Average
3 Poor
Tiles/Floor Covering Timber flooring 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Gutters None 1 Good None from cyclone 0 41
2 Average
3 Poor
Downpipes None 1 Good None from cyclone 0 41
2 Average Introduce PVC downpipes
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 41
2 Average Deteriorated due to age
3 Poor
Furniture/Desks etc. Desks, Tables and chairs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution
Possible Long Term Solution None if Intermediate solution carried out
Immediate Damage Assessment
($)150,000.00$
Long Term Damage Assessment
($)-$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:11,250.00$
Design/Documentation for Long
Term Assessment:-$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
Introduce PVC gutters
Due to the under sized foundation posts and age of the structure, we recommend that a new structure be built in accordance to the Fiji National Building Code
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 19 Staff Quarter 6 Principals Residence 3 Extensive but Repairable
Type: Staff Quarters 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 20 Utility Building (FEA, Services, etc)
Building No. : 19 Divisional Hospital
Building Approx Age: Over 20 years old Sub-Divisional Hospital
No. of Storeys: Single storey masonry structure with timber framed gable roof Health Centre
Length (m): 10 Nursing Station
Width (m): 8 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Concrete floor slab on ground 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Foundations Not visible 1 Good N/A 0 N/A
2 Average
3 Poor
Walls Timber framed walls 1 Good None from cyclone 0 42
2 Average
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Roof CGI Rood cladding screw fixed to roof framing 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings and solar panel 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 42
2 Average
3 Poor
Shutters Mesh in places 1 Good 0 42
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Terraces/Verandah Front verandah 1 Good None from cyclone 0 42
2 Average
3 Poor
Tiles/Floor Covering Bare concrete floor slab 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Gutters None 1 Good None from cyclone 0 42
2 Average
3 Poor
Downpipes None 1 Good None from cyclone 0 42
2 Average Introduce PVC downpipes
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 42
2 Average
3 Poor
Furniture/Desks etc. Desks, Tables and chairs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution Replace roof nails with screws
Ensure all glass areas have shutters
Install new PVC gutters and downpipes
Possible Long Term Solution Carry out a structural assessment on the roof framing members and connections
Immediate Damage Assessment
($)20,000.00$
Long Term Damage Assessment
($)200,000.00$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:1,500.00$
Design/Documentation for Long
Term Assessment:15,000.00$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
Introduce PVC gutters
*Structural design assessment may lead to the demolition of the roof framing in order to construct framing in accordance to the Fiji National Building Code.
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 20 Staff Quarter 7 3 Extensive but Repairable
Type: Staff Quarters 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 21 Utility Building (FEA, Services, etc)
Building No. : 20 Divisional Hospital
Building Approx Age: Over 40 years old Sub-Divisional Hospital
No. of Storeys: Single storey timber framed structure with gable roof Health Centre
Length (m): 8 Nursing Station
Width (m): 8 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Timber framed Flooring 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Foundations Appear to timber anchor piles cast into mass concrete footing 1 Good None from cyclone 0 43 - 45
2 Average Deteriorated due to termites
3 Poor
Walls Timber framed walls 1 Good None from cyclone 0 43 - 45
2 Average
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Roof CGI Rood cladding nailed to roof framing 1 Good None from cyclone 0 43
2 Average
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings and solar panel 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 43 & 44
2 Average
3 Poor
Shutters None 1 Good 0 43 & 44
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Terraces/Verandah Front verandah 1 Good None from cyclone 0 43
2 Average
3 Poor
Tiles/Floor Covering Timber flooring 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Gutters None 1 Good None from cyclone 0 43 & 44
2 Average
3 Poor
Downpipes None 1 Good None from cyclone 0 43 & 44
2 Average Introduce PVC downpipes
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 43 & 44
2 Average Deteriorated due to age
3 Poor
Furniture/Desks etc. Desks, Tables and chairs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution
Possible Long Term Solution None if Intermediate solution carried out
Immediate Damage Assessment
($)150,000.00$
Long Term Damage Assessment
($)-$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:11,250.00$
Design/Documentation for Long
Term Assessment:-$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
Introduce PVC gutters
Due to the deteriorated fountation posts and age of the structure, we recommend that a new structure be built in accordance to the Fiji National Building
Code
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 21 Staff Quarter 8 3 Extensive but Repairable
Type: Staff Quarters 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 22 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 22 Utility Building (FEA, Services, etc)
Building No. : 21 Divisional Hospital
Building Approx Age: Over 40 years old Sub-Divisional Hospital
No. of Storeys: Single storey timber framed structure with gable roof Health Centre
Length (m): 8 Nursing Station
Width (m): 8 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Timber framed Flooring 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Foundations Appear to timber anchor piles cast into mass concrete footing 1 Good None from cyclone 0 46 & 47
2 Average Deteriorated due to termites
3 Poor
Walls Timber framed walls 1 Good None from cyclone 0 46 & 47
2 Average
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 46
2 Average
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 46
2 Average
3 Poor
Roof CGI Rood cladding nailed to roof framing 1 Good None from cyclone 0 46
2 Average
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings and solar panel 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 46 & 47
2 Average
3 Poor
Shutters None 1 Good 0 46 & 47
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Terraces/Verandah Front verandah 1 Good 100% damaged 4 46 & 47
2 Average
3 Poor
Tiles/Floor Covering Timber flooring 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Gutters None 1 Good None from cyclone 0 46 & 47
2 Average
3 Poor
Downpipes None 1 Good None from cyclone 0 46 & 47
2 Average Introduce PVC downpipes
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 46 & 47
2 Average Deteriorated due to age
3 Poor
Furniture/Desks etc. Desks, Tables and chairs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution
Possible Long Term Solution None if Intermediate solution carried out
Immediate Damage Assessment
($)150,000.00$
Long Term Damage Assessment
($)-$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:11,250.00$
Design/Documentation for Long
Term Assessment:-$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
Introduce PVC gutters
Due to the extent of damage and undersized roof framing members, we recommend that a new structure be built in accordance to the Fiji National Building
Code
RAPID ASSESSMENT TEMPLATE: CYCLONE WINSTON DAMAGED BUILDINGSSCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES
INSPECTOR: Nathan Kirk
FIRM/COMPANY: NRW Macallan (Fiji) Ltd Extent of Damage Rating Description
1 Minor/Cosmetic/Water
GENERAL INFORMATION 2 Some Damage
Building Name: Building 22 Staff Quarter 9 3 Extensive but Repairable
Type: Staff Quarters 4 Irreparable
GFN: 132
Location: Bua Central College
No. of Buildings: 23 Types of Buildings
Aerial Plan Available: YES / NO School Block
Staff Quarters
REPORT Toilet Block
Page No. : 23 Utility Building (FEA, Services, etc)
Building No. : 22 Divisional Hospital
Building Approx Age: Over 40 years old Sub-Divisional Hospital
No. of Storeys: Single storey timber framed structure with gable roof Health Centre
Length (m): 8 Nursing Station
Width (m): 8 Public Building or Facility
Height (m): 3
EVALUATION
Type of Construction Description Damage
Extent of
Damage
Rating
Photo No.
Floor Timber framed Flooring 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Foundations Appear to timber anchor piles cast into mass concrete footing 1 Good None from cyclone 0 48
2 Average Deteriorated due to termites
3 Poor
Walls Timber framed walls 1 Good None from cyclone 0 48 - 50
2 Average Deteriorated due to age
3 Poor
Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 N/A
2 Average Deteriorated due to age
3 Poor
Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 N/A
2 Average Deteriorated due to age
3 Poor
Roof CGI Rood cladding nailed to roof framing 1 Good None from cyclone 0 N/A
2 Average Screw required on roof
3 Poor
Electrical Typically standard switches and GPO's on wall. 1 Good None from cyclone 0 N/A
Fluorescent light fittings and solar panel 2 Average
3 Poor
Hydraulics None 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Windows/Doors Glass louvre windows. Timber framed doors. 1 Good None from cyclone 0 48 - 50
2 Average Deteriorated due to age
3 Poor
Shutters None 1 Good 0 48 - 50
2 Average
3 Poor
Ceilings Ply board 1 Good None from cyclone 0 50
2 Average
3 Poor
Terraces/Verandah Front verandah 1 Good 100% damaged 4 48 - 50
2 Average
3 Poor
Tiles/Floor Covering Timber flooring 1 Good None from cyclone 0 50
2 Average
3 Poor
Gutters None 1 Good None from cyclone 0 48 - 50
2 Average
3 Poor
Downpipes None 1 Good None from cyclone 0 48 - 50
2 Average Introduce PVC downpipes
3 Poor
Fascia Boards 150x30 fascia boards 1 Good None from cyclone 0 48 - 50
2 Average Deteriorated due to age
3 Poor
Furniture/Desks etc. Desks, Tables and chairs 1 Good None from cyclone 0 N/A
2 Average
3 Poor
Possible Intermediate Solution Due to the extent of deterioration, we recommend that a new structure be built in accordance to the Fiji National Building Code
Possible Long Term Solution None if Intermediate solution carried out
Immediate Damage Assessment
($)150,000.00$
Long Term Damage Assessment
($)-$
Basis of Calculation QS rates from FIE
FEES ESTIMATE:
Design/Documentation for
Immediate Assessment:11,250.00$
Design/Documentation for Long
Term Assessment:-$
Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependent upon concurrency
Inspection/End Construction: 5,000.00$ Allowed for two inspections concurrent inspections can improve this
Build Quality
Ensure all glass areas on exterior
walls have mesh shutters
Introduce PVC gutters
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 1 of 25
TC WINSTON ASSESSMENT – SITE INSPECTION PHOTO REPORT
Photo 1: Shows Building 1,2 & 4 School Blocks and Assembly Hall respectively.
Photo 2: Shows Building 1 School Block.
Building 1
Building 4 Building 2
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 2 of 25
Photo 3: Shows Building 1 damaged gutter support and missing eave battens.
Shutters do not adequately cover the glass areas.
Photo 4: Shows Building 1 wall and floor. Building 2 in background.
Missing eave
battens
Damaged gutter
strap
Inadequate cover
for shutter
Building 2
Building 1
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 3 of 25
Photo 5: Shows the floor covering & classroom furniture.
Photo 6: Shows Building 2 School Block.
Building 2
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 4 of 25
Photos 7 & 8: Building 3 School Block.
Photo 9: Building 3 rear elevation.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 5 of 25
Photo 10: - Shows damaged door accessories.
Photo 11: - Shows Building 3 cracks on floor of verandah.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 6 of 25
Photo 12: - Shows Building 4 Assembly Building.
Photo 13: - Shows Building 4 roof framing and king column supports.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 7 of 25
Photo 14: - Shows Building 4 rear elevation.
Photo 15: - Shows Building 4 deteriorated fascia boards and damaged light fittings.
Deteriorated fascia
boards
Loose cladding
Missing
fascia board
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 8 of 25
Photo 16: - Shows Building 4 missing glass louvers.
Photo 17: - Shows Building 5 Staff Room front elevation.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 9 of 25
Photo 18: - Shows Building 5 Staff Room side elevation.
Photo 19: - Shows rear view of Building 5 Staff Room.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 10 of 25
Photo 20: - Shows the front elevation of Building 6 School Block.
Photo 21: - Shows the rear elevation of Building 6 School Block.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 11 of 25
Photo 22: - Shows Building 7.
Photo 23: - Shows Building 8 Vocational Training Room.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 12 of 25
Photo 24: - Shows Building 8 front elevation.
Photo 25: - Shows the Building 8 damaged extension roof.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 13 of 25
Photo 26: Shows Building 9 School Toilet Block front elevation.
Photo 27: Shows Building 9 School Toilet Block side elevation.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 14 of 25
Photo 28: Shows Building 9 School Toilet Block rear elevation.
Photo 29: Shows Building 9 cracks in masonry wall.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 15 of 25
Photo 30: Shows Building 10 Girls Hostel and Building 11 Toilet Block.
Photo 31: Shows Building 12 Boys Hostel front view.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 16 of 25
Photo 32: Shows Building 12 Boys Hostel rear view.
Photo 33: Shows Building 13 Boys Hostel Toilet Block front view.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 17 of 25
Photo 34: Shows Building 13 Boys Hostel Toilet Block rear view.
Photo 35: Shows Building 14 Staff Quarters 1 front elevation.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 18 of 25
Photo 36: Shows Building 14 Staff Quarters 1 rear elevation.
Photo 37: Shows Building 15 Staff Quarter 2.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 19 of 25
Photo 38: Shows Building 16 Staff Quarter 3.
Photo 39: Shows Building 17 Staff Quarter 4.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 20 of 25
Photo 40: Shows Buildings 18 & 19 Staff Quarters 5 & 6.
Photo 41: Shows Building 18 Staff Quarters 5.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 21 of 25
Photo 42: Shows Building 19 Principals Staff Quarters (6).
Photo 43: Shows Building 20 Staff Quarters 7
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 22 of 25
Photo 44: Shows Building 20 Staff Quarters 7 side elevation.
Photo 45: Shows Building 20 Staff Quarters 7 deteriorated foundation post.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 23 of 25
Photo 46: Shows Building 21 Staff Quarters 8.
Photo 47: Shows Building 21 Staff Quarters 8 side elevation.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 24 of 25
Photo 48: Shows Building 22 Staff Quarters 9 side elevation.
Photo 49: Shows Building 22 Staff Quarters 9 front & side elevation.
17 March 2016 INSPECTION PICTURE REPORT – BUA CENTRAL COLLEGE
Job Ref.: 21603078 TC WINSTON ASSESSMENT Page 25 of 25
Photo 50: Shows Building 22 Staff Quarters 9 front & side elevation.
Photo 51: Shows Google Earth of Bua Central College Property with buildings.