shri singh & associates limited...14 4 ackland street vatuwaqa ind. sub-dvsn p.o. box 12798 suva...

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 SHRI SINGH & ASSOCIATES LIMITED DETAILED ASSESSMENT SHOULD BE CARRIED OUT FOR DETAILED COST AND SCOPE FOR REPAIR AND REINSTATEMENT WORKS.

Shri Singh & Associates Limited Consulting Building, Civil & Structural Engineers

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: St John’s College TYPE: Secondary School LOCATION: Cawaci, Ovalau DATE OF ASSESSMENT: 19th March 2016 DATE OF REPORT: 01st April 2016 JOB NO: 9213.1 GOVERNMENT FACILITY NO: 154

Consulting Building, Civil & Structural Engineers

GENERAL DAMAGESCHOOLS, PUBLIC BUILDINGS & HEALTH FACILITIES

Shri Singh & Associates Limited

GENERAL INFORMATION

Building Name: St Johns College

Location:

No. of Buildings:

Ariel Plan Available: NO

Government facility no.:

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

Approximately 600 linear meter chainlink fence 2m high on 100 dia pine posts. About 5m noted to be damaged.

Cawaci Village, Ovalau

26

154

2 WATER TANKS/METERS/PLUMBING

2‐ water tanks noted on site placed on natural ground

3 POWER LINES / METERS / WIRING

4 OTHER ITEMS

Broken FEA power lines noted on site. Major damage to electrical works noted since plenty of the buildings severly damaged. Detailed review of all electrical works are required

prior to any occupancy of the buildings.

1‐ UNICEF tent noted on site used as classroom.

TOTAL COST ESTIMATE: INTERMEDIATE LONG TERM

DESCRIPTION FEE FEE

Site Works 50,000 50,000

Building 1 50,000 200,000

Building 2 50,000 300,000

Building 3 60,000 300,000

Building 4 50,000 100,000

Building 5 300,000 350,000

Building 6 20,000 50,000

Building 7 50,000 120,000

Building 8 50,000 150,000

Building 9 60,000 60,000

Building 10 100,000 100,000

Building 11 100,000 120,000 g , ,

Building 12 100,000 100,000

Building 13 80,000 80,000

Building 14 50,000 50,000

Building 15 50,000 50,000

Building 16 30,000 50,000

Building 17 20,000 30,000

Building 18 20,000 30,000

Building 19 60,000 60,000

Building 20 15,000 15,000

Building 21 10 000 20 000Building 21 10,000 20,000

Building 22 10,000 10,000

Building 23 60,000 60,000

Building 24 15,000 15,000

Building 25 15,000 20,000

Building 26 100,000 500,000

TOTAL: 1,575,000$ 2,990,000$

TOTAL COST AFTER LOCATION MULTIPLIER (1.25): 1,968,750$ 3,737,500$

Disclaimer: This assessment is being done on a pro-bono basis as assistance for the Government of Fiji. All care is taken but no liability. This is a preliminary assessment therefore further review and assessment will be required on these preliminary findings.

14

4 Ackland StreetVatuwaqa Ind. Sub-DvsnP.O. Box 12798 Suva FijiPhoneFaxE-Mail

SHRI SINGH & ASSOCIATES LTD

Consulting Building & Civil Engineers

: (679) 3386 532: (679) 3370 481: shrisingh @ is.com.fj

1~

EXISTING SITE PLAN NTS

BUILDING NAME :ST JOHNS COLLEGE

LOCATION :CAWACI, OVALAU

NO. OF BUILDING : 26

KEY :

1 - GIRLS HOSTEL

2 - GIRLS HOSTEL

3 - SCHOOL BLOCK

4 - STAFF QUARTERS

5 - SCHOOL BLOCK

6 - SCHOOL BLOCK

7 - SCHOOL BLOCK

8 - SCHOOL BLOCK

AC

CE

SS

RO

AD

3

4

12

5

1

11 - SCHOOL BLOCK

12 - SCHOOL BLOCK

13 - SCHOOL BLOCK

14 - BOYS HOSTEL

15 - BOYS HOSTEL

16 - BOYS HOSTEL

17 - BOYS HOSTEL

18 - BOYS HOSTEL

9 - SCHOOL BLOCK 19 - BOYS HOSTEL10 - SCHOOL BLOCK

2

6

7

8

9

10

17

15

16

20

26

11

13

18 19 21 22 23 24 25

20 - BOYS HOSTEL

21 - BOYS HOSTEL

22 - BOYS HOSTEL

23 - BOYS HOSTEL

24 - BOYS HOSTEL

25 - BOYS HOSTEL

26 - CHURCH


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

Extent of Damage Rating Description0 No Damage

GENERAL INFORMATION 1 Minor/Cosmetic/WaterBuilding Name: St. Johns College 2 Some DamageType: School Block 3 Extensive but RepairableLocation: Cawaci Village, Ovalau 4 IrreparableNo. of Buildings: 26 Types of BuildingsAriel Plan Available: NO School Block

Staff QuartersREPORT Toilet Block Page No. : 1 Utility Building (FEA, Services, etc) Building No. : 1 Divisional Hospital Building Approx Age: Approx. 40 years Sub-Divisional Hospital No. of Storeys: 1 Health CentreDimension(m): 30l x 8w x 3.2h Nursing Station Usability: Public Building or Facility

EVALUATIONType of Construction Description Damage Extent of

Photo No.

Floor 1 Good2 Average 4 43 Poor

Foundations 1 Good2 Average 4 63 Poor

Walls 1 Good2 Average 4 33 Poor

Rafters 1 Good2 Average 0 N/A3 Poor

Purlins 1 Good2 Average 0 N/A3 Poor

Roof 1 Good2 Average 4 1,2,53 Poor

Electrical 1 Good2 Average N/A N/A3 Poor

Hydraulics 1 Good2 Average N/A N/A3 Poor

Windows/Doors 1 Good2 Average 4 1,2,33 Poor

Shutters 1 Good2 Average N/A N/A3 Poor

Ceilings 1 Good2 Average 4 43 Poor

Terraces/Verandah 1 Good2 Average 4 1,23 Poor

Tiles/Floor Covering 1 Good2 Average N/A N/A3 Poor

Gutters 1 Good2 Average 4 1,2,33 Poor

Downpipes 1 Good2 Average 4 1,2,33 Poor

Fascia Boards 1 Good2 Average 4 1,2,33 Poor

Furniture/Desks etc. 1 Good2 Average N/A N/A3 Poor

Possible Intermediate Solution

Possible Long Term Solution

Damage Assessment ($)Basis of Calculation

FEES ESTIMATE:Design/Documentation:Tender/Approval:Inspection/End Construction:


N/A

Severe damages noted. Demolish and rebuild of structure recommended. Estimated damage to repair back to pre cyclone condition: $50,000

Severe damage noted 60% blown out

N/A

Timber doors and louvered and solid board windows

N/A

Timber lining Ceiling

Concrete floor and roof unknown

N/A

CGI roof cladding nail fixed

Unknown

Unknown

Timber fascia boards

N/A

10% damage noted


N/A



Not safe to occupy, demolish and rebuild recomended

Typical piping system

No visible damage

20% detoriation noted

50% blown out- temporary fixed

Detailed review required


Timber No visible damage

Timber purlins

Severe damages noted. Demolish and rebuild of structure recommended for more tolerance towards category 4 cyclones. Estimated cost for long term solution would be around: $200,000

Standard switches & fluorescent tube lights

15% damage noted

Build Quality


minor detoriation noted

severe cracks notedConcrete

Timber flooring

Timber Walls





Staff QuartersREPORT Toilet Block Page No. : 2 Utility Building (FEA, Services, etc) Building No. : 2 Divisional Hospital Building Approx Age: Approx. 40 years (established 1897) Sub-Divisional Hospital No. of Storeys: 1 Health CentreDimension(m): 28l x 16w x 3.2h Nursing Station Usability: Public Building or Facility


Photo No.

Floor 1 Good2 Average 4 N/A3 Poor

Foundations 1 Good2 Average 4 N/A3 Poor

Walls 1 Good2 Average 4 N/A3 Poor






Windows/Doors 1 Good2 Average 4 7,8,9,103 Poor


Ceilings 1 Good2 Average 4 N/A3 Poor

Terraces/Verandah 1 Good2 Average 4 73 Poor


Gutters 1 Good2 Average 4 7,8,9,103 Poor

Downpipes 1 Good2 Average 4 7,8,9,103 Poor

Fascia Boards 1 Good2 Average 4 7,8,9,103 Poor







Severe damages noted. Demolish and rebuild of structure recommended for more tolerance towards category 4 cyclones. Estimated cost for long term solution would be around: $300,000


15% damage noted

Build Quality


minor detoriation noted

severe cracks notedConcrete

Timber flooring

Timber Walls

Not safe to occupy, demolish and rebuild recomended


detoriation noted

20% detoriation noted




Timber detoriation noted

Timber purlins


Unknown

Unknown


N/A

10% damage noted


N/A



N/A

Severe damages noted. Demolish and rebuild of structure recommended. Estimated damage to repair back to pre cyclone condition: $50,000


N/A

Timber doors and louvered and solid board windows

N/A

Timber lining Ceiling


N/A





Staff QuartersREPORT Toilet Block Page No. : 3 Utility Building (FEA, Services, etc) Building No. : 3 Divisional Hospital Building Approx Age: Approx. 35 years Sub-Divisional Hospital No. of Storeys: 2 Health CentreDimension(m): 35l x 28w x 6h Nursing Station Usability: Public Building or Facility


Photo No.









Windows/Doors 1 Good2 Average 4 11,12,13,143 Poor



Terraces/Verandah 1 Good2 Average N/A N/A3 Poor


Gutters 1 Good2 Average 4 11,12,13,143 Poor

Downpipes 1 Good2 Average 4 11,12,13,143 Poor

Fascia Boards 1 Good2 Average 4 11,12,13,143 Poor







N/A

All roof framing member are to be fixed in accordance with the Fiji Building Code Standard. Roofing iron to be fixed with roofing screws throughout the entire roof on every 2nd crest. All hydraulics and electrical works to be reviewed in detail. New guttering, flashing, downpipes, ceilings and shutters are to be installed. Detailed review of the structure required. Estimated damage to repair back to pre cyclone condition: $60,000


N/A

Timber doors and louvered windows

N/A

Masonite ceiling

N/A

N/A


Typical PVC guttering

Typical PVC downpipe


N/A

60% damage noted

N/A

N/A



40% safe to occupy, major rebuliding subject to intermediate solution required for full use


Severe damage noted- temporary fixed

No visible damage




Timber Severe damage noted- temporary fixed

Timber purlins

Detailed investigations recommended for the whole structure for more tolerance towards category 4 cyclones. Estimated cost for long term solution would be around: $300,000


20% damage noted

Build Quality


No visible damage

No visible damageConcrete


Masonry walls





Staff QuartersREPORT Toilet Block Page No. : 4 Utility Building (FEA, Services, etc) Building No. : 4 Divisional Hospital Building Approx Age: Approx. 40 years Sub-Divisional Hospital No. of Storeys: 1 Health CentreDimension(m): 21l x 19w x 3h Nursing Station Usability: Public Building or Facility


Photo No.




Rafters 1 Good2 Average 4 15,163 Poor

Purlins 1 Good2 Average 4 15,163 Poor

Roof 1 Good2 Average 4 15,163 Poor



Windows/Doors 1 Good2 Average 4 15,163 Poor





Gutters 1 Good2 Average 4 15,163 Poor

Downpipes 1 Good2 Average 4 15,163 Poor

Fascia Boards 1 Good2 Average 4 15,163 Poor









40% damage noted

Build Quality


No visible damage


Concrete floor

Masonry walls

Safe to occupy subject to major rebuilding as per intermediate solution.


Severe damage 40% as noted

No visible damage

45% blown out



Timber Severe damage 40% as noted

Timber purlins





N/A

40% damage noted

N/A

N/A



N/A

New roof framing to be designed. All hydraulics and electrical works to be reviewed in detail. New guttering, flashing, downpipes, ceilings and shutters are to be installed. Detailed review of the structure required. Estimated damage to repair back to pre cyclone condition: $50,000


N/A


N/A

Masonite ceiling

N/A

N/A





Staff QuartersREPORT Toilet Block Page No. : 5 Utility Building (FEA, Services, etc) Building No. : 5 Divisional Hospital Building Approx Age: Approx. 50 years Sub-Divisional Hospital No. of Storeys: 1 Health CentreDimension(m): 75l x 12w x3.2h Nursing Station Usability: Public Building or Facility


Photo No.



Walls 1 Good2 Average 4 193 Poor










Tiles/Floor Covering 1 Good2 Average N/A 203 Poor










Detailed investigations recommended for the whole structure for more tolerance towards category 4 cyclones. Estimated cost for long term solution would be around:$350,000


100% damage noted

Build Quality


minor cracks on walls noted


Concrete floor

Masonry walls



Severe damage 70% as noted

No visible damage

70% blown out



Timber Severe damage 70% as noted

Timber purlins





N/A

80% damage noted

80% blown out

N/A



N/A

New roof framing to be designed. All hydraulics and electrical works to be reviewed in detail. New guttering, flashing, downpipes, ceilings and shutters are to be installed. Detailed review of the structure required. Estimated damage to repair back to pre cyclone condition: $300,000


N/A


N/A

Masonite ceiling

concrete floor, CGI roog cladding on timber framing supported on 50 dia galv. posts

N/A







Photo No.






Roof 1 Good2 Average 0 N/A3 Poor



Windows/Doors 1 Good2 Average 4 N/A3 Poor














N/A

All roof framing member are to be fixed in accordance with the Fiji Building Code Standard. Roofing iron to be fixed with roofing screws throughout the entire roof on every 2nd crest. All hydraulics and electrical works to be reviewed in detail. New guttering, flashing, downpipes, ceilings, louvere blades and shutters are to be installed. All rusted steel members to be replaced. Detailed review of the structure required. Estimated damage to repair back to pre cyclone condition: $20,000


N/A


N/A

Masonite ceiling

concrete floor, CGI roof cladding on timber framing supported on 100 dia galv. posts

N/A





N/A

20% damage noted

severe rusting of galv. posts noted

N/A





No visible damage

No visible damage

No visible damage



Steel No visible damage

Timber purlins



30% damage noted

Build Quality


No visible damage


Concrete floor

Masonry walls







Photo No.




Rafters 1 Good2 Average 4 253 Poor

Purlins 1 Good2 Average 4 253 Poor








Tiles/Floor Covering 1 Good2 Average 0 N/A3 Poor










N/A

New roof framing to be designed. All hydraulics and electrical works to be reviewed in detail. New guttering, flashing, downpipes, ceilings and shutters are to be installed.New coluns to be constructed for the terrace roof. Detailed review of the structure required. Estimated damage to repair back to pre cyclone condition: $50,000


N/A


N/A

Gib board ceiling

concrete floor, CGI roog cladding on timber framing supported on Concrete columns

Ceremic tiles





N/A

60% damage noted

Major damages to conrete columns noted

No visible damage



Not safe to occupy, major repair as intermediate solution required


Severe damage 60% as noted- temporary fixed

No visible damage




Timber Severe damage 60% as noted- temporary fixed

Timber purlins



40% damage noted

Build Quality


No visible damage


Concrete floor

Masonry walls







Photo No.






Roof 1 Good2 Average 4 283 Poor






Terraces/Verandah 1 Good2 Average 4 N/A3 Poor













60% damage noted

Build Quality


No visible damage


Concrete floor

Masonry walls



No visible damage

No visible damage

10% damage noted




Timber purlins





N/A

30% damage noted

Major damages to conrete columns noted. Minor cracks on concrete floor notedNo visible damage



N/A

All roof framing member are to be fixed in accordance with the Fiji Building Code Standard. Roofing iron to be fixed with roofing screws throughout the entire roof on every 2nd crest. All hydraulics and electrical works to be reviewed in detail. New guttering, flashing, downpipes, ceilings, louvere blades, roofing sheets and shutters are to be installed. All damaged concrete columns to be reviewed in detail. Detailed review of the structure required. Estimated damage to repair back to pre cyclone condition: $50,000


N/A


N/A

Masonite board ceiling

concrete floor, CGI roog cladding on timber framing supported on Concrete columns

Ceremic tiles





Staff QuartersREPORT Toilet Block Page No. : 9 Utility Building (FEA, Services, etc) Building No. : 9 Divisional Hospital Building Approx Age: Approx. 40 years Sub-Divisional Hospital No. of Storeys: 1 Health CentreDimension(m): 10L x 8W x height unknown Nursing Station Usability: Public Building or Facility


Photo No.


Foundations 1 Good2 Average 4 N/A 3 Poor

Walls 1 Good2 Average 4 N/A 3 Poor

Rafters 1 Good2 Average 4 N/A 3 Poor

Purlins 1 Good2 Average 4 N/A 3 Poor

Roof 1 Good2 Average 4 N/A 3 Poor

Electrical 1 Good2 Average 4 N/A 3 Poor

Hydraulics 1 Good2 Average 4 N/A 3 Poor

Windows/Doors 1 Good2 Average 4 N/A 3 Poor

Shutters 1 Good2 Average 4 N/A 3 Poor

Ceilings 1 Good2 Average 4 N/A 3 Poor

Terraces/Verandah 1 Good2 Average 4 N/A 3 Poor

Tiles/Floor Covering 1 Good2 Average 4 N/A 3 Poor

Gutters 1 Good2 Average 4 N/A 3 Poor

Downpipes 1 Good2 Average 4 N/A 3 Poor

Fascia Boards 1 Good2 Average 4 N/A 3 Poor

Furniture/Desks etc. 1 Good2 Average N/A N/A 3 Poor






Redesign and rebuilding required since whole strucutre was blown out. Estimated damage to repair back to pre cyclone condition: $60,000

Not safe to occupy re-building of the whole structure required

Redesign and rebuilding required since whole strucutre was blown out. Estimated cost for long term solution would be around $60,000

Build Quality

N/A N/A


Concrete

Timber Flooring

Unknown - since structure totally blown out

REDESIGN AND REBUILDING REQUIRED SINCE WHOLE STRUCTURE

IS BLOWN AWAY







Photo No.























N/A

New roof design recomended fro the whole structure. New guttering, flashing, downpipes, ceilings, louvere blades,and shutters are to be installed. Detailed review of the structure required. Estimated damage to repair back to pre cyclone condition:$100,000


N/A


N/A


Unknown

N/A





N/A

100% damage noted

100% damage noted

N/A





100% damage noted

No visible damage

100% damage noted



Timber 100% damage noted

Timber purlins



80% damage noted

Build Quality


No visible damage


Concrete floor

Masonry walls







Photo No.

























Damage in form of damaged louvere blades 100% noted

Build Quality


No visible damage


Concrete floor

Masonry walls



60% damage noted

No visible damage

60% damage noted- temporary fixed




Timber purlins





N/A

80% damage noted

No visible damage

N/A



N/A

New roof design recomended fro the whole structure. New guttering, flashing, downpipes, ceilings, louvere blades,and shutters are to be installed. Detailed review of the structure required. Estimated damage to repair back to pre cyclone condition:$100,000


N/A


N/A


concrete floor, CGI roof cladding on timber framing supported on 50 dia galv. Posts

N/A







Photo No.
























Build Quality

N/A N/A


Concrete

Timber Flooring

WHOLE STRUCTURE HAS TILTED, SEVERE DETORIATION TO TIMBER MEMBERS NOTED

REDESIGN AND REBUILDING REQUIRED SINCE WHOLE

STRUCTURE HAS TILTED, SEVERE DETORIATION TO TIMBER MEMBERS

NOTED









Photo No.
























Build Quality

N/A N/A


Concrete

Timber Flooring



IS BLOWN AWAY









Photo No.























N/A

All roof framing member are to be fixed in accordance with the Fiji Building Code Standard. Roofing iron to be fixed with roofing screws throughout the entire roof on every 2nd crest. All hydraulics and electrical works to be reviewed in detail. New guttering, flashing, downpipes, ceilings, roofing sheets and shutters are to be installed. All damaged louvere blades and timber members are to be replaced. Detailed review of the structure required. Estimated damage to repair back to pre cyclone condition:$50,000


N/A


N/A

Ply board ceiling

N/A

Ceremic tiles





N/A

40% damage noted

N/A

No visible damage



Safe to occupy, subject to major repair as intermediate solution required


5% damage noted

No visible damage

10% damage noted




Timber purlins



10% damage noted

Build Quality


No visible damage


Concrete floor

Masonry walls







Photo No.














Gutters 1 Good2 Average 4 473 Poor

Downpipes 1 Good2 Average 4 473 Poor








N/A

All roof framing member are to be fixed in accordance with the Fiji Building Code Standard. Roofing iron to be fixed with roofing screws throughout the entire roof on every 2nd crest. All hydraulics and electrical works to be reviewed in detail. New guttering, flashing, downpipes, ceilings, roofing sheets and shutters are to be installed. All damaged louvere blades and timber members are to be replaced. Detailed review of the structure required. Estimated damage to repair back to pre cyclone condition: $50,000


N/A


N/A

Ply board ceiling

Timber floor and roofing unknown

N/A





N/A

30% damage noted

100% damage noted

N/A



Safe to occupy, subject to minor repair as intermediate solution required


No visible damage

No visible damage

10% damage noted




Timber purlins



10% damage noted

Build Quality


No visible damage

cracks notedConcrete

Timber flooring

Timber walls







Photo No.























N/A

All roof framing member are to be fixed in accordance with the Fiji Building Code Standard. Roofing iron to be fixed with roofing screws throughout the entire roof on every 2nd crest. All hydraulics and electrical works to be reviewed in detail. New guttering, flashing, downpipes, ceilings, roofing sheets and shutters are to be installed. All damaged louvere blades and timber members are to be replaced. Detailed review of the structure required. Estimated damage to repair back to pre cyclone condition:$30,000


N/A


N/A

Ply board ceiling

N/A

Ceremic tiles





N/A

30% damage noted

N/A

No visible damage





5% damage noted

No visible damage

10% damage noted




Timber purlins



5% damage noted

Build Quality


No visible damage


Concrete floor

Masonry walls







Photo No.














Gutters 1 Good2 Average 0 N/A3 Poor


Fascia Boards 1 Good2 Average 0 N/A3 Poor







N/A

All roof framing member are to be fixed in accordance with the Fiji Building Code Standard. Roofing iron to be fixed with roofing screws throughout the entire roof on every 2nd crest. All hydraulics and electrical works to be reviewed in detail. New downpipes and shutters are to be installed. Detailed review of the structure required. Estimated damage to repair back to pre cyclone condition: $20,000

No visible damage

N/A


N/A

Ply board ceiling

N/A

Ceremic tiles





N/A

No visible damage

N/A

No visible damage

No visible damage




No visible damage

No visible damage

No visible damage




Timber purlins



No visible damage

Build Quality


No visible damage


Concrete floor

Masonry walls







Photo No.























N/A

All roof framing member are to be fixed in accordance with the Fiji Building Code Standard. Roofing iron to be fixed with roofing screws throughout the entire roof on every 2nd crest. All hydraulics and electrical works to be reviewed in detail. New guttering, flashing, downpipes, ceilings, roofing sheets and shutters are to be installed. All damaged timber members are to be replaced. Detailed review of the structure required. Estimated damage to repair back to pre cyclone condition:$20,000


N/A


N/A

Ply board ceiling

N/A

Ceremic tiles





N/A

No visible damage

N/A

No visible damage





5% damage noted

No visible damage

15% damage noted




Timber purlins



No visible damage

Build Quality


No visible damage


Concrete floor

Masonry walls





Staff QuartersREPORT Toilet Block Page No. : 19 Utility Building (FEA, Services, etc) Building No. : 19 Divisional Hospital Building Approx Age: Approx. 40 years Sub-Divisional Hospital No. of Storeys: 1 Health CentreDimension(m): 11L x 6W x Unknown Nursing Station uUsability: Public Building or Facility


Photo No.









Windows/Doors 1 Good2 Average 4 N/A

3 Poor






Downpipes 1 Good2 Average 4 N/A3 Poor








Severe damages noted. Demolish and rebuild is recommended. Existing floor slab can be used. Estimated cost: $60,000

Typically standard switches & fluorecent tubelights

Damages in form of broken louvered blades & damaged window frames frames 100% noted

Build Quality


100% damage noted

No visible damage Concrete

Reinforced concrete slab on ground

Timber walls



No visible damage




Timber rafters Severe damage noted 100% blown out

Timber purlins



Typical PVC downpipes

timber facia boards

N/A

Roof sturcture totally blown out


No visible damage

All gutter & downpipes blown out 100% damage noted


Not Safe to occupy, demolish rebuild required. Same concrete floor can be used.

Standard desk and chairs

Severe damages noted. Demolish and rebuild is recommended. Existing floor slab can be used. Estimated cost: $60,000

Severe damage noted 100% blown out.

No visible damage


No provisions for shutters

Unknown

Unknown

Ceremic tiles







Photo No.









Windows/Doors 1 Good2 Average 4 55,56

3 Poor














Not Safe to occupy, new roof framing is required

N/A

Redesign of roof structure required. New windows and doors to be installed. Estimated cost: $15,000


N/A



Unknown

N/A

N/A



timber facia boards

N/A


N/A

N/A





No visible damage





Timber purlins





Build Quality


No visible damage



Concrete walls







Photo No.























N/A

All roof framing member are to be fixed in accordance with the Fiji Building Code Standard. Roofing iron to be fixed with roofing screws throughout the entire roof on every 2nd crest. All hydraulics and electrical works to be reviewed in detail. New guttering, flashing, downpipes, ceilings, roofing sheets and shutters are to be installed. Detailed review of the structure required. Estimated damage to repair back to pre cyclone condition:$10,000


N/A


N/A

Ply board ceiling

N/A

Ceremic tiles





N/A

No visible damage

N/A

No visible damage





No visible damage

No visible damage

5% damage noted




Timber purlins



No visible damage

Build Quality


No visible damage


Concrete floor

Masonry walls







Photo No.








Hydraulics 1 Good2 Average N/A 57,583 Poor

















No visible damage

Build Quality


No visible damage


Concrete floor

Masonry walls



No visible damage

No visible damage

No visible damage




Timber purlins





N/A

No visible damage

N/A

No visible damage

No visible damage

No visible damage

N/A


No visible damage

N/A


N/A

Ply board ceiling

N/A

Ceremic tiles







Photo No.
























Build Quality

N/A N/A


Concrete

Timber Flooring



IS BLOWN AWAY









Photo No.









Windows/Doors 1 Good2 Average 4 64

3 Poor







Fascia Boards 1 Good2 Average 4 643 Poor







Not Safe to occupy, new roof framing is required

N/A



N/A



Unknown

N/A

N/A



timber facia boards

N/A


N/A

N/A





No visible damage





Timber purlins





Build Quality


No visible damage



Concrete walls







Photo No.

























No visible damage

Build Quality


No visible damage


Concrete floor

Masonry walls



No visible damage

No visible damage

No visible damage




Timber purlins





N/A

No visible damage

N/A

No visible damage

10% Blown Away

10% Blown Away

N/A


No visible damage

N/A


N/A

Ply board ceiling

N/A

Ceremic tiles




GENERAL INFORMATION 1 Minor/Cosmetic/WaterBuilding Name: St. Johns College 2 Some DamageType: Chapel 3 Extensive but RepairableLocation: Cawaci Village, Ovalau 4 IrreparableNo. of Buildings: 26 Types of BuildingsAriel Plan Available: NO School Block

Staff QuartersREPORT Toilet Block Page No. : 26 Utility Building (FEA, Services, etc) Building No. : 26 Divisional Hospital Building Approx Age: Approx. 64 years Sub-Divisional Hospital No. of Storeys: 3 Health CentreDimension(m): 32l x 27w x10h Nursing Station Usability: Public Building or Facility


Photo No.



Walls 1 Good2 Average 4 65,66,673 Poor








Ceilings 1 Good2 Average N/A N/A3 Poor




Downpipes 1 Good2 Average 0 N/A3 Poor

Fascia Boards 1 Good2 Average N/A N/A3 Poor







N/A


N/A

N/A

Timber doors and fixed glass windows

N/A

N/A

N/A

Ceremic tiles


Unknown

Unknown

N/A

N/A

N/A

N/A

No visible damage

No visible damage

No visible damage



20% damage noted

No visible damage

40% damage noted




Timber purlins

Detailed investigations recommended for the whole structure for more tolerance towards category 4 cyclones and earthquakes. Estimated cost for long term solution would be around: $500,000


60% damages noted

Build Quality


Minor damages to concrete walls noted


Concrete floor

Masonry walls

1

Cyclone Winston Damage Assessment – Saint Johns College

Girls Hostel

Photos – Building 1

Photo 1: Front View – Walkway Roof Blown Away, Main Roof Damages, No Guttering & Downpipes

Photo 2: Side View – Walkway Roof Blown Away, Minor Damages To main Building Roof

2


Photo 3: Rear View

Photo 4: Internal View Showing T&G Ceiling Damage

3


Photo 5: Part of Side View – Showing Roof Damage

Photo 6: View of Pier

4


Girls Hostel


Photo 7: Front View

Photo 8: Side View

5


Photo 9: Rear View

Photo 10: Rear View

6


Girls Hostel


Photo 11: Front View – Missing Guttering & Downpipes

Photo 12: Rear View – Missing Guttering & Downpipes

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Photo 13: Rear View ‐ Showing No Guttering & Downpipes

Photo 14: Side View

8


Girls Hostel


Photo 15: Side View – Showing Damaged Roof

Photo 16: Rear View – Showing Damaged Roof

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School Blocks


Photo 17: Front View ‐ Showing Damaged Roof

Photo 18: Rear View – Showing Damaged Roof

10


Photo 19: Showing Cracks on wall

Photo 20: Internal View – Showing Damaged Truss & Ceramic Tiles

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School Blocks


Photo 21: Front View – Showing Missing Fascia

Photo 22: Side View – Showing Damaged Roof

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Photo 23: Rear View

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School Blocks


Photo 24: Front View – Showing Roof Damage

Photo 25: Side View – Showing Roof Damage

14


Photo 26: Rear view – Showing Damaged Door

Photo 27: Side View

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School Blocks


Photo 28: Front View – Showing Damaged Fascia, Missing Guttering & Downpipes

Photo 29: Side View

16

Cyclone Winston Damage Assessment – Levuka Public secondary School

Photo 30: Rear View

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School Blocks


Photo 31: Overall Front View

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School Blocks



Photo 33: Rear View – Showing Roof Damage

19


Photo 34: Partial Internal View

20


School Blocks



Photo 36: Rear View – Showing Damaged Guttering, Downpipes & Windows

21


Photo 37: Internal View – Showing Damaged Ceiling

Photo 38: View Through Walkway

22


School Blocks


Photo 39: front View

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School Blocks


Photo 40: Overall View

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School Blocks



Photo 42: Rear View

25

Cyclone Winston Damage Assessment – Levuka Public secondary School

Photo 43: Side View – showing Roof Damage

Photo 44: Internal View Showing Damaged Ceiling

26


School Blocks



Photo 46: Side View

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Photo 47: Rear View – Missing Guttering & Downpipes

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School Blocks


Photo 48: Front View

Photo 49: Side View‐ Showing Missing Guttering & Downpipes

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School Blocks


Photo 50: Front & Side View

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School Blocks



Photo 52: Side View – Showing Roof Damage

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Photo 53: Ceiling Damage

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School Blocks


Photo 54: Overall View of Building

33


School Blocks


Photo 55: Rear View – Roof Blown Away

Photo 56: Front View – Roof Blown Away

34


School Blocks



Photo 58: Side View

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School Blocks



Photo 60: Side View – Showing Minor Roof Damage, Missing Guttering & Downpipes

36


School Blocks


Photo 61: Rear View

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School Blocks



Photo 63: Side View – Showing Missing Guttering & Downpipes

38


School Blocks


Photo 64: Overall View Showing Major Structural Damage

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School Blocks



Photo 66: Side View

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Photo 67: Side View

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Photos: General site

Photo 68: Damaged Chain Link Fence with Pine Post

shri singh & associates limited...14 4 ackland street vatuwaqa ind. sub-dvsn p.o. box 12798 suva...

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