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 4 Assembly Building 50,000.00$

Building 5 Staff Room 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 19 Staff Quarter 6 Principals Residence 20,000.00$

Building 20 Staff Quarters7 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


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


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








GFN: 132




Staff Quarters

REPORT Toilet Block




No. of Storeys: Single storey timber & masonry building with timber framed gable roof Health Centre


Width (m): 9 Public Building or Facility

Height (m): 3

EVALUATION


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


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


3 Poor


2 Average

3 Poor


2 Average

3 Poor

Windows/Doors Timber framed. Glass louvers 1 Good None from cyclone 0 6


3 Poor

Shutters Mesh in some places 1 Good 4 6


3 Poor

Ceilings Ply board 1 Good None from cyclone 0 N/A

2 Average

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


3 Poor

Fascia Boards 200x20 timber fascia 1 Good None from cyclone 0 6


3 Poor


2 Average

3 Poor


Replace all damaged fascia, eaves battens and gutter supports with new


Possible Long Term Solution

*Structural assessment may lead to demolition of existing structure as new structure will comply with the Fiji National Building Code.


($)25,000.00$


($)180,000.00$


FEES ESTIMATE:







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










GFN: 132




Staff Quarters

REPORT Toilet Block




No. of Storeys: Single storey masonry building with timber framed gable roof Health Centre



Height (m): 3

EVALUATION


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


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


3 Poor


Fluorescent light fittings and solar panel 2 Average

3 Poor


2 Average

3 Poor

Windows/Doors Timber framed. Glass louvers 1 Good None from cyclone 0 7 & 8


3 Poor

Shutters Mesh in some places 1 Good 4 7,8 & 9


3 Poor

Ceilings Ply board 1 Good None from cyclone 0 10

2 Average Deteriorated due to age

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


3 Poor

Fascia Boards 200x20 timber fascia 1 Good None from cyclone 0 7, 8 & 9


3 Poor


2 Average

3 Poor


Replace all missing gutters and downpipes with new


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


($)50,000.00$


($)150,000.00$


FEES ESTIMATE:







*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








Building Name: Building 4 Assembly Building 3 Extensive but Repairable

Type: Public Building or Facility 4 Irreparable

GFN: 132




Staff Quarters

REPORT Toilet Block




No. of Storeys: Single storey masonry structural with timber framed high pitched roof Health Centre



Height (m): 8

EVALUATION


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


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


($)50,000.00$


($)450,000.00$


FEES ESTIMATE:





Tender/Approval: 5,000.00$ Allowed for one tender site inspection this will be dependant upon concurrency


*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






Building Name: Building 5 Staff Room 3 Extensive but Repairable


GFN: 132




Staff Quarters

REPORT Toilet Block




No. of Storeys: Single storey timber framed structure Health Centre



Height (m): 3

EVALUATION


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


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



($)20,000.00$


($)200,000.00$


FEES ESTIMATE:







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


Building Code






Building Name: Building 6 Vocational Training Room 3 Extensive but Repairable


GFN: 132




Staff Quarters

REPORT Toilet Block




No. of Storeys: Single storey timber framed structure with gable roof Health Centre



Height (m): 3

EVALUATION


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


2 Average

3 Poor


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


3 Poor


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


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



($)15,000.00$


($)200,000.00$


FEES ESTIMATE:







Build Quality

Ensure all glass areas on exterior

walls have mesh shutters

Introduce additional support straps


Building Code








GFN: 132




Staff Quarters

REPORT Toilet Block




No. of Storeys: Single storey masonry structure with timber framed gable roof Health Centre



Height (m): 3

EVALUATION


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


2 Average

3 Poor


2 Average

3 Poor


2 Average Requires cyclonic screws

3 Poor


Fluorescent light fittings 2 Average

3 Poor


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


2 Average

3 Poor


2 Average

3 Poor


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


2 Average

3 Poor



Introduce additional gutters, support straps and downpipes



($)20,000.00$


($)200,000.00$


FEES ESTIMATE:








Building Code

Build Quality










GFN: 132




Staff Quarters

REPORT Toilet Block







Height (m): 3

EVALUATION


Extent of

Damage

Rating

Photo No.

Floor Concrete slab on ground 1 Good None from cyclone 0 23 - 24

2 Average

3 Poor


2 Average

3 Poor

Walls 150mm blockwork 1 Good None from cyclone 0 23 - 24

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Roof CGI Rood cladding nailed to roof framing 1 Good Extension cladding damaged 4 23 - 25


3 Poor



3 Poor


2 Average

3 Poor


2 Average

3 Poor

Shutters None 1 Good 0 22 - 23

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor



3 Poor



3 Poor



3 Poor


2 Average

3 Poor

Possible Intermediate Solution Replace damaged cladding with new and roof nails with screws





($)40,000.00$


($)150,000.00$


FEES ESTIMATE:







Build Quality




Building Code







Type: Toilet Block 4 Irreparable

GFN: 132




Staff Quarters

REPORT Toilet Block







Height (m): 3

EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor


2 Average

3 Poor


2 Average Cracks n blockwork

3 Poor

Rafters 100x50 rafters at 1m crs. 1 Good None from cyclone 0 27 - 29


3 Poor

Purlins 75x50 purlins at 800 crs 1 Good None from cyclone 0 27 - 29


3 Poor



3 Poor



3 Poor


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



3 Poor



3 Poor



3 Poor

Furniture/Desks etc. Toilet furniture and fittings 1 Good None from cyclone 0 N/A

2 Average

3 Poor


Ensure all openings have glass and all glass areas on external walls have shutters




($)30,000.00$


($)100,000.00$


FEES ESTIMATE:







Build Quality




Building Code

Glass louvers required with mesh

shutters






Building Name: Building 10 Girls Hostel 3 Extensive but Repairable


GFN: 132




Staff Quarters

REPORT Toilet Block







Height (m): 3

EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor



3 Poor



3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Terraces/Verandah Front verandah 1 Good None from cyclone 0 N/A

2 Average

3 Poor


2 Average

3 Poor



3 Poor



3 Poor


2 Average

3 Poor


2 Average

3 Poor

Possible Intermediate Solution Replace roof nails with cyclonic screws





($)40,000.00$


($)150,000.00$


FEES ESTIMATE:







Build Quality




Building Code






Building Name: Building 11 Girls Hostel Toilet Block 3 Extensive but Repairable


GFN: 132




Staff Quarters

REPORT Toilet Block







Height (m): 3

EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor



3 Poor



3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor



3 Poor



3 Poor


2 Average

3 Poor

Furniture/Desks etc. Toilet fittings and furniture 1 Good None from cyclone 0 N/A

2 Average

3 Poor






($)40,000.00$


($)100,000.00$


FEES ESTIMATE:







Build Quality




Building Code






Building Name: Building 6 Boys Hostel 3 Extensive but Repairable


GFN: 132




Staff Quarters

REPORT Toilet Block

Page No. : 13 Utility Building (FEA, Services, etc.)






Height (m): 3

EVALUATION


Extent of

Damage

Rating

Photo No.

Floor Timber framed Flooring 1 Good None from cyclone 0 31


3 Poor


2 Average

3 Poor



3 Poor



3 Poor



3 Poor

Roof CGI Rood cladding screw fixed to roof framing 1 Good None from cyclone 0 31 & 32

2 Average

3 Poor


Fluorescent light fittings and solar panel 2 Average Deteriorated due to age

3 Poor


2 Average

3 Poor



3 Poor

Shutters Mesh in places 1 Good 0 31 & 32

2 Average

3 Poor



3 Poor


2 Average

3 Poor

Tiles/Floor Covering Timber flooring 1 Good None from cyclone 0 31


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



3 Poor

Furniture/Desks etc. Hostel furniture 1 Good None from cyclone 0 N/A

2 Average

3 Poor


Introduce additional gutters, gutter support straps and downpipes

Introduce cyclonic roofing screws to replace roof nails



($)40,000.00$


($)150,000.00$


FEES ESTIMATE:







Build Quality



Introduce additional support straps


Building Code






Building Name: Building 13 Boys Hostel Toilet Block 3 Extensive but Repairable


GFN: 132




Staff Quarters

REPORT Toilet Block







Height (m): 3

EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Roof CGI Rood cladding nailed to roof framing 1 Good None from cyclone 0 33 - 34


3 Poor



3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Gutters None 1 Good None from cyclone 0 33 - 34


3 Poor

Downpipes None 1 Good None from cyclone 0 33 - 34


3 Poor


2 Average

3 Poor

Furniture/Desks etc. Toilet fittings and furniture 1 Good None from cyclone 0 N/A

2 Average

3 Poor






($)40,000.00$


($)100,000.00$


FEES ESTIMATE:







Build Quality




Building Code






Building Name: Building 14 Staff Quarters Block 3 Extensive but Repairable

Type: Staff Quarters 4 Irreparable

GFN: 132




Staff Quarters

REPORT Toilet Block







Height (m): 3

EVALUATION


Extent of

Damage

Rating

Photo No.

Floor Concrete floor slab on ground 1 Good None from cyclone 0 36


3 Poor


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



3 Poor



3 Poor


2 Average Introduce roofing screws

3 Poor


Fluorescent light fittings and solar panel 2 Average Deteriorated due to age

3 Poor


2 Average

3 Poor



3 Poor

Shutters Mesh in places 1 Good 0 36

2 Average

3 Poor



3 Poor


2 Average

3 Poor

Tiles/Floor Covering Concrete plaster 1 Good None from cyclone 0 36


3 Poor


2 Average

3 Poor



3 Poor


2 Average

3 Poor

Furniture/Desks etc. Home furniture 1 Good None from cyclone 0 N/A

2 Average

3 Poor


Introduce gutters, gutter support straps and downpipes

Introduce cyclonic roofing screws to replace roof nails



($)60,000.00$


($)300,000.00$


FEES ESTIMATE:







Build Quality



Introduce PVC gutters


Building Code






Building Name: Building 15 Staff Quarter 2 3 Extensive but Repairable


GFN: 132




Staff Quarters

REPORT Toilet Block







Height (m): 3

EVALUATION


Extent of

Damage

Rating

Photo No.

Floor Timber framed Flooring 1 Good None from cyclone 0 N/A

2 Average

3 Poor


2 Average

3 Poor

Walls Timber framed walls 1 Good None from cyclone 0 37

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor



3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


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



3 Poor


2 Average

3 Poor


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


($)15,000.00$


($)200,000.00$


FEES ESTIMATE:







Build Quality











GFN: 132




Staff Quarters

REPORT Toilet Block







Height (m): 3

EVALUATION


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


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor



3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor



3 Poor


2 Average

3 Poor


2 Average

3 Poor


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


($)15,000.00$


($)200,000.00$


FEES ESTIMATE:







Build Quality




*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.








GFN: 132




Staff Quarters

REPORT Toilet Block







Height (m): 3

EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor



3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor



3 Poor


2 Average

3 Poor


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



($)150,000.00$


($)-$


FEES ESTIMATE:




Term Assessment:-$



Build Quality











GFN: 132




Staff Quarters

REPORT Toilet Block







Height (m): 3

EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor


2 Average Under sized foundation posts

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor



3 Poor


2 Average

3 Poor


2 Average

3 Poor

Shutters None 1 Good 0 40 & 41

2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor



3 Poor



3 Poor


2 Average

3 Poor

Possible Intermediate Solution



($)150,000.00$


($)-$


FEES ESTIMATE:




Term Assessment:-$



Build Quality




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






Building Name: Building 19 Staff Quarter 6 Principals Residence 3 Extensive but Repairable


GFN: 132




Staff Quarters

REPORT Toilet Block







Height (m): 3

EVALUATION


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


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor



3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor



3 Poor


2 Average

3 Poor


2 Average

3 Poor


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


($)20,000.00$


($)200,000.00$


FEES ESTIMATE:







Build Quality




*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.








GFN: 132




Staff Quarters

REPORT Toilet Block







Height (m): 3

EVALUATION


Extent of

Damage

Rating

Photo No.


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


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor



3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Gutters None 1 Good None from cyclone 0 43 & 44

2 Average

3 Poor



3 Poor



3 Poor


2 Average

3 Poor




($)150,000.00$


($)-$


FEES ESTIMATE:




Term Assessment:-$



Build Quality




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








GFN: 132




Staff Quarters

REPORT Toilet Block







Height (m): 3

EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor



3 Poor


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


2 Average

3 Poor



3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor


2 Average

3 Poor

Terraces/Verandah Front verandah 1 Good 100% damaged 4 46 & 47

2 Average

3 Poor


2 Average

3 Poor

Gutters None 1 Good None from cyclone 0 46 & 47

2 Average

3 Poor



3 Poor



3 Poor


2 Average

3 Poor




($)150,000.00$


($)-$


FEES ESTIMATE:




Term Assessment:-$



Build Quality




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








GFN: 132




Staff Quarters

REPORT Toilet Block







Height (m): 3

EVALUATION


Extent of

Damage

Rating

Photo No.


2 Average

3 Poor



3 Poor

Walls Timber framed walls 1 Good None from cyclone 0 48 - 50


3 Poor



3 Poor



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



3 Poor


2 Average

3 Poor



3 Poor


2 Average

3 Poor


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


3 Poor



3 Poor


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



($)150,000.00$


($)-$


FEES ESTIMATE:




Term Assessment:-$



Build Quality




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



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



Photo 5: Shows the floor covering & classroom furniture.

Photo 6: Shows Building 2 School Block.

Building 2



Photos 7 & 8: Building 3 School Block.

Photo 9: Building 3 rear elevation.



Photo 10: - Shows damaged door accessories.

Photo 11: - Shows Building 3 cracks on floor of verandah.



Photo 12: - Shows Building 4 Assembly Building.

Photo 13: - Shows Building 4 roof framing and king column supports.



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



Photo 16: - Shows Building 4 missing glass louvers.

Photo 17: - Shows Building 5 Staff Room front elevation.



Photo 18: - Shows Building 5 Staff Room side elevation.

Photo 19: - Shows rear view of Building 5 Staff Room.



Photo 20: - Shows the front elevation of Building 6 School Block.

Photo 21: - Shows the rear elevation of Building 6 School Block.



Photo 22: - Shows Building 7.

Photo 23: - Shows Building 8 Vocational Training Room.



Photo 24: - Shows Building 8 front elevation.

Photo 25: - Shows the Building 8 damaged extension roof.



Photo 26: Shows Building 9 School Toilet Block front elevation.

Photo 27: Shows Building 9 School Toilet Block side elevation.



Photo 28: Shows Building 9 School Toilet Block rear elevation.

Photo 29: Shows Building 9 cracks in masonry wall.



Photo 30: Shows Building 10 Girls Hostel and Building 11 Toilet Block.

Photo 31: Shows Building 12 Boys Hostel front view.



Photo 32: Shows Building 12 Boys Hostel rear view.

Photo 33: Shows Building 13 Boys Hostel Toilet Block front view.



Photo 34: Shows Building 13 Boys Hostel Toilet Block rear view.

Photo 35: Shows Building 14 Staff Quarters 1 front elevation.



Photo 36: Shows Building 14 Staff Quarters 1 rear elevation.

Photo 37: Shows Building 15 Staff Quarter 2.



Photo 40: Shows Buildings 18 & 19 Staff Quarters 5 & 6.

Photo 41: Shows Building 18 Staff Quarters 5.



Photo 42: Shows Building 19 Principals Staff Quarters (6).

Photo 43: Shows Building 20 Staff Quarters 7



Photo 44: Shows Building 20 Staff Quarters 7 side elevation.

Photo 45: Shows Building 20 Staff Quarters 7 deteriorated foundation post.



Photo 46: Shows Building 21 Staff Quarters 8.





Photo 49: Shows Building 22 Staff Quarters 9 front & side elevation.



Photo 50: Shows Building 22 Staff Quarters 9 front & side elevation.

Photo 51: Shows Google Earth of Bua Central College Property with buildings.

cyclone winston preliminary assessment 132 - bua central c… · disclaimer: this report has been...

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