tender issue - fiji national university · installation edmonds h500 hurricane ventilator or...

TENDER ISSUE

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:

DRAFTING CHECK:DRAFTED:

DESIGNED:

SCALE:

BE PROVEN ON JOB BY THE CONTRACTOR. ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHALL

ON JOB PRIOR TO STARTING WORKS AND SHALL IMMEDIATELY NOTIFY THE ENGINEER/ CLIENT OF ANY DISCREPANCIES.WARNING : THE LOCATION OF UNDERGROUND SERVICES

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON

CONCEPT ISSUE 14/11/2017PBC1

SHEET TITLE:PROJECT: DESIGN CHECK:

A08.1REVISION:

PB DCP&I - NC

FIJI NATIONAL UNIVERSITY PROPOSED WALL TYPE 3DETAIL

NTT ISSUE

FMA MARITIME CAMPUSPROPOSED ENGINEERING

WORKSHOP028 FMA 2017

DCP&I - NC

SHEET No:

CP&I14.17

TENDER ISSUET1 PB 29/11/2017

R1

NTT ISSUENTT1 PB 23/02/2018

TENDER ISSUE

4000

CO

S

TYPICAL WALL TYPE 3 - SECTION SCALE 1:10

50x50 Square mesh welded to 50x50 Galv. square tubing


50x50 Galv. square tubing

50x50 Galv. square tubing frame fixed to FFL with 50x50 L-Plate and m12x50 Dyna bolt

50x50 Galv. square tubing frame screw fixed to 100x50mm timber packer( 75 screw @ 400crs)

TYPICAL WALL TYPE 3 - INTERNAL ELEVATION ESCALE 1:20


50x50 Galv. square tubing

50x50 Galv. square tubing frame fixed to FFL with 50x50 L-Plate and m12x50 Dyna bolt

50x50 Galv. square tubing frame fixed to Exterior with 50x50 L-Plate and m12x50 Dyna bolt

50x50 Galv. square tubing at 1000 ctrs

50x50 Galv. square tubing frame fixed to Internal wall type 2 with 50x50 L-Plate and 75mm Couch screw

50x50 Galv. square tubing frame door refer to Door schedule

4000

CO

S

100x50 Timber Multigriped to timber packers @ 400 crts.C20020 RPFL

purlins @ 1000mm max

100x50 timber packer piece fixed to C-purlins

100x50 timber packer piece fixed to C-purlins

100x50 Timber Multigriped to timber packers @ 400crts.

50x50 Galv. square tubing frame screw fixed to 100x50mm timber packer( 75 screw @ 400crs)

C20020 RPFL purlins @ 1000mm max

Revision Note:Contractor is to allow for new fixing detail to top of Purlin side as per detail

TENDER ISSUE

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:






A08REVISION:

PB DCP&I - NC

FIJI NATIONAL UNIVERSITY PROPOSED WALL TYPEDETAIL 1&2

NTT ISSUE



DCP&I - NC

SHEET No:

CP&I14.17


R1


TENDER ISSUE

ex. 20

10

10

ex. 1

00

SKIRTING DETAIL( TYPICAL )SCALE 1 : 2

floor finish line

4000

CO

S

Ex. 100 x 20 mmH3 timber skirting allaround refer detail

ceiling line

100 x 50mm H3 F7 timber nogs @ 600 ctrs

100 x 50mm H3 F7 timber studs @ 600 ctrs fixed to top plate with Multigrip on botthsides

100 x 50mm H3 F7 timber plate dyna bolted to existing slab with 12 dia. dyna bolt @ 600 ctrs

WALL TYPE 2 SECTIONSCALE 1:10

100 x 50mm H3 treated timber top plate on flat screw fixed to steel purlins (75mm screw)

INTERIOR

new 6mm exterior ply board frombothtsides on 100 x 50mmtimber framing. Boards to bepainted as per Architectsinstruction

12dia. vertical bar@ 600 ctrs.

1-16 dia. bar @ every third course in bond beam, allow to drill & epoxy grout 12 dia. horizontal bars 75mm into existing wall

300x300 concrete beam. Refer to structural details

3650

CO

S 150mm concrete block with Painted and plasted finish from both sides

Plastered and painted finish

12dia. vertical bar@ 600 ctrs

TYPICAL WALL TYPE 1 SECTIONSCALE 1:10

floor finish line

300

CO

S

EXTERIOR

ceiling line

Ex. 100 x 20 mmH3 timber skirting allaround refer detail

C20020 RPFL purlins@ 1000mm max

Revision Note:Contractor is to allow for new fixing detail to Bottom of Purlin side as per detail.

A

BD

C

EXTERIOR ELEVATIONS

PROPOSED ROOF PLANSCALE 1:100

OPEN ENGINEERING WORKSHOPRL: +400

EXISTING WORKSHOP

EXISTING WALKWAY

building line below

dp

fall

230 x 240 x 0.8mmColorbond gutter strapped @ 400 ctrs

dp

fall

fall

building line below

build

ing

line

belo

w

build

ing

line

belo

w

Colorbond 0.55 BMT end flashing fixed to roofing iron & Fascia board, Color to match roof colour

Colorbond 0.55 BMT end flashing fixed to roofing iron & Fascia board, Color to match roof colour

Trimdek 0.48BMT colorbond(24g) over selected 50mm noise control blanket over 430 double sided sisalation install as per manufacturers instruction Passionate blue color as per FMA colors

8600

18700

Revision note:Contractor to allow for installation Edmonds H500 Hurricane ventilator or approved equivalent installed to manufacturers specification and requirements. Contractor to ensure flushing installation to roof edge

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:






A07REVISION:

PB DCP&I - NC

FIJI NATIONAL UNIVERSITY PROPOSED ROOF PLAN

NTT ISSUE



DCP&I - NC

SHEET No:

CP&I14.17


R1


-

- 60 pole main distribution board with stainless steel enclosure

Industrial grade Clipsal General purpose outlet (GPO)

-

ELECTRICAL SERVICES NOTE

-

LEGENDS SCHEDULE OF DRAWINGS

Schedule of Drawings, Legends and Notes

TITLEDWG No: SCALE

E00 NTS

Proposed Electrical lighting layout E01 1:75 @A3

GENERAL NOTES

- Three wire Clipsal WS226SSR/3 brand sunset switch with Auotmatic switch and overide & weather shield

One Way Switch PDL 600 SeriesOr Approved Equivalent All Switches To Be 1200mm AboveFloor Or Unless Otherwise Noted

-

GPO notationxx - outlet amperage rating / Outlet quantity (single/double)/zz- mounting height AFL

P1

XX/YYZZ

MDB

1:75 @A3

NTS

E02 Proposed Electrical Power layout

E03 Main Distribution board single line diagram

Philips 1200mm suspended LED batten fixture with 2 x 18w LED lamps complete with diffuser or approved equivalent with 5 year warrantyPhilips 600mm suspended LED batten fixture with 2 x 18w LED lamps with diffuser or approved equivalent with 5 year warranty

1. These drawings shall be read in conjunction with

relevant architectural and structural drawings and

specifications.

2. The contractor shall seek clarification from the

architect/engineer for any discrepancies, conflicts and

ambiguities in the drawings in writing.

3. Contractor shall allow to liaise with relevant

authorities as required.

4. Contractor shall allow to co-ordinate works with the

main contractor and other sub-contractors on site.

5. All works shall be carried out to the relevant

standards and requirement of various authorities and

municipality

6. ALL distribution boards shall be weather proof and

constructed from marine grade stainless steel.

7. All cabling works shall be concealed. Where

concealed cables may be an issue, not appropriate or

impossible, approval shall be taken prior.

8. Contractor to provide shop drawings and equipment /

material specification within a week of award.

9. Contractor to provide as-built drawings and

operations and maintenance manuals prior to

completion of the works.

10. Contractor to liaise with FEA for all inspections,

permits and approvals.

- circuit reference

EXIT - Clipsal EXITSM - quicksmart series exit light fitting

-

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:




TENDER ISSUE 14/11/2017PBC1


E00REVISION:

PB DCP&I - NC

FIJI NATIONAL UNIVERSITY ELECTRICAL NOTES

NTT ISSUE



DCP&I - NC

SHEET No:

CP&I14.17


-NTT ISSUENTT1 PB 23/02/2018

Wash Bay

Storeroom

Wash Bay

EXISTING ENGINEERING WORKSHOP

PROPOSED LIGHTING LAYOUTSCALE 1:75

OPEN ENGINEERING WORKSHOP

11

1 1

L2 L1

1

2

L2EXIT

EXIT

EXIT

L3

1

1

1 1

1

1

111

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:






E01REVISION:

BSE-MN

FIJI NATIONAL UNIVERSITY PROPOSED LIGHTINGLAYOUT

NTT ISSUE



SHEET No:

CP&I14.17


-

BSE-MN

BSE-MN

Wash Bay

EXISTING ENGINEERING WORKSHOP

PROPOSED POWER LAYOUTSCALE 1:75


P2

10/21200AFL

10/21200AFL

10/21200AFL

DD15/1

P4

P7

15/11200AFL15/1

1200AFL

P6

15/11200AFL

P5

10/21200AFL

P1

DD15/1

P3

10/21200AFL

FIP

MDB

15/11200AFL

1200AFL10/2

1200AFL

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:






E02REVISION:

BSE - MN

FIJI NATIONAL UNIVERSITY PROPOSED POWERLAYOUT

NTT ISSUE



SHEET No:

CP&I14.17


-

BSE - MN

BSE - MN

10A 10A 10A 10A 15A

L1 L2 L3 L4 P1 P2 P3 P4 P5 P6 P7 FIP

15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A

SPARE

SCALE: NTS

MDB SLD

1

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:

BE PROVEN ON JOB BY THE CONTRACTOR.

ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHALL

ON JOB PRIOR TO STARTING WORKS AND SHALL IMMEDIATELY

NOTIFY THE ENGINEER/ ARCHITECT OF ANY DISCREPANCIES.

WARNING : THE LOCATION OF UNDERGROUND SERVICES


TENDER ISSUE 20/11/2017PB-

SHEET TITLE:PROJECT:

DESIGN CHECK:

REVISION:

FIJI NATIONAL UNIVERSITY

FNU

MAIN DISTRIBUTION

BOARD SINGLE LINE

DIAGRAM

BSE-MN

FMA MARITIME CAMPUS

PROPOSED ENGINEERING

WORKSHOP

NTT ISSUE

CP&I

14.17028 FMA 2017

SHEET No:

E03

COUNCIL ISSUE 22/01/2018PB-

NOTE

- All switch gear to be schneider

electric NHP or approved

equivalent.

- Contractor to allow for 50% spare

capacity on the Distribution board.

- Contractor to size the mains cable

and the main switch based an

cable run distance, losses etc.

- Contractor to allow to install

RCD/ELCB breakers as per

current standards.

36 pole Main Distribution

switchboard with

stainless steel marine

grade weather proof

enclosure

To Main switch board

BSE-MN

BSE-MN

FIRE SERVICES

SCHEDULE OF DRAWINGS

Schedule of Drawings, Legends, Specification and Scope of Works

TITLEDWG No: SCALE

F00 NTS

Proposed Fire Protection and Detection system Layout F01 1:100 @A3

LEGENDS

- 4.5 kg ABE type fire extingusherABE4.5

fire hose reel - 25meter 19mm hose in

stainless steel cabinet with swivel

mechanism

FHR -

- isolating valve

1. These drawings shall be read in conjunction with relevant

architectural and structural drawings and specifications.

2. The contractor shall seek clarification from the architect/engineer

for any discrepancies, conflicts and ambiguities in the drawings in

writing.

3. Contractor shall allow to liaise with relevant authorities as

required.

4. Contractor shall allow to co-ordinate works with the main

contractor and other sub-contractors on site.

5. All works shall be carried out to the relevant standards and

requirement of various authorities and municipality

6. Contractor to provide shop drawings and equipment / material

specification within a week of award.

7. Contractor to provide as-built drawings and operations and

maintenance manuals prior to completion of the works.

Contractor to liaise with NFA for all inspections, permits and

approvals.

8. All underground pipework shall be UPVC. All above ground piping

shall be galvanized and painted Red to suit fire installation.

9. Contractor to locate closet existing FHR piping for point of

connection and connect a pressure point. Contractor to advise

accordingly.

GENERAL NOTES

Proposed Wet Fire services LayoutF02 1:100 @A3

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:




COUNCIL ISSUE 14/11/2017PBC1


F00REVISION:

PB DCP&I - NC

FIJI NATIONAL UNIVERSITY FIRE SERVICES NOTES

NTT ISSUE



DCP&I - NC

SHEET No:

CP&I14.17


-NTT ISSUENTT1 PB 20/02/2018

PROPOSED FIRE PROTECTION AND DETECTION SYSTEM LAYOUTSCALE 1:100

EXISTING WORKSHOP

EXISTING WALKWAY

RAMP

RAMP

ABE4.5

ABE4.5

ABE4.5

Wash Bay


Storeroom

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:






F01REVISION:

BSE - MN

FIJI NATIONAL UNIVERSITYPROPOSED FIRE

PROTECTION ANDDETECTION SYSTEM

LAYOUT

NTT ISSUE



SHEET No:

CP&I14.17


-

BSE - MN

BSE - MN

Wash Bay


Storeroom

PROPOSED WET FIRE SERVICES LAYOUTSCALE 1:100

EXISTING WORKSHOP

EXISTING POND

EXISTING WALKWAY

RAMP

RAMP

Allow to connect from existing FHR Reticulation piping

FHR

FHR

FHRFHR

FHR

FHR

FHR FHR

FHR

DN25

DN32

DN25

DN25

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:






F02REVISION:

BSE-MN

FIJI NATIONAL UNIVERSITY PROPOSED WET FIRESERVICES LAYOUT

NTT ISSUE



SHEET No:

CP&I14.17


2

BSE-MN

BSE-MN

BSE-MN

HYDRAULICS SERVICES

LEGEND1. These drawings shall be read in conjunction with relevant architectural and structural drawings and specifications. 2. The contractor shall seek clarification from the architect/engineer for any discrepancies, conflicts and ambiguities in the drawings in writing. 3. Contractor shall allow to liaise with relevant authorities as required. 4. Contractor shall allow to co-ordinate works with the main contractor and other sub-contractors on site. 5. All works shall be carried out to the relevant standards and requirement of various authorities and municipality6. Contractor to provide shop drawings and equipment / material specification within a week of award. 7. Contractor to provide as-built drawings and operations and maintenance manuals prior to completion of the works. 8. Contractor shall liaise with Water Authority of Fiji if needed.9. Contractor to check the DCW supply pressure at the nearest possible point of connection in the existing reticulation and advise the architect/Engineer.

Inspection chamber

SCHEDULE OF DRAWINGS

Schedule of Drawings, Legends and Notes

TITLEDWG No: SCALE

H00 NTS

Proposed Hydraulic water supply layoutH01 1:100 @A3

1:100 @A3H02 Proposed Stormwater and waste water drainage layout

IC -

2 stage oil and grit separatorOC -

Storm water inspection chamberSIC -

GENERAL NOTE

Isolating valve-1:10 @A3H03 Proposed I.C Details

1:10 @A3H03 Proposed Hydraulic Details

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:






H00REVISION:

PB DCP&I - NC

FIJI NATIONAL UNIVERSITY HYDRAULIC NOTES

NTT ISSUE



DCP&I - NC

SHEET No:

CP&I14.17


-

PROPOSED HYDRAULIC PLAN - WATER SUPPLY LAYOUTSCALE 1:100

EXISTING WORKSHOP

EXISTING POND

EXISTING WALKWAY

RAMP

RAMPDN15DCWDCW DCW

DN

20

Wash Bay


Storeroom

Allow to connect to existing DCW Reticulation

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:






H01REVISION:

BSE-MN

FIJI NATIONAL UNIVERSITY PROPOSED HYDRAULICWATER SUPPLY LAYOUT

NTT ISSUE



SHEET No:

CP&I14.17


2

BSE-MN

BSE-MN

Wash Bay


Storeroom

A

BD

C

EXTERIOR ELEVATIONS

PROPOSED STORMWATER & WASTE WATER DRAINAGE LAYOUTSCALE 1:100

EXISTING WORKSHOP

EXISTING POND

EXISTING WALKWAY

RAMP

DP

SIC

OS IC

Connect to existing storm water drainage

GT

SSIC100Dia. 100Dia.

DP

S100Dia.100Dia.

DP

SIC150Dia.

SIC

S

SS

S15

0Dia

.15

0Dia

.

SIC

S

S S S50Dia. 40Dia.

40Dia.50Dia.

150D

ia.

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:






H02

REVISION:

BSE - MN

FIJI NATIONAL UNIVERSITYPROPOSED STORMWATER

AND WASTE WATERDRAINAGE LAYOUT

NTT ISSUE



SHEET No:

CP&I14.17


-

BSE - MN

BSE - MN

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:






H03REVISION:

PB DCP&I - NC

FIJI NATIONAL UNIVERSITY I.C DETAILS

NTT ISSUE



DCP&I - NC

SHEET No:

CP&I14.17


-COUNCIL ISSUE 18/01/2018PBC1

X

150 DIA P.V.CPIPE

I.C PLAN

Y

MORTAR BED

600

600

100mm R.CWALL

KEY HOLE

G.T SECTION

GLGL

150 DIA CAST IRONGRATING

"U" P.V.C GALLEY'P' TRAP

WATER SEAL

300 X 300

GL

SECTION - X

MORTAR BED

10 DIA BARS @ 200mmCTRS BOTHWAYS

AIR TIGHT CASTIRON COVER

150 DIA "U" P.V.CSPLIT PIPE

GL

DEP

TH V

ARIE

S

100

600m

m M

IN.

100

IC " Y : PLAN

600

600

150 DIA P.V.CPIPE

100mm R.CWALL

IC " L" PLAN

100mm R.CWALL


MORTAR BED

150 DIA P.V.CPIPE

600

600

SECTION - Y

GL GL


MORTAR BED

10 DIA BARS @ 200mmCTRS BOTHWAYS

150 DIA "U" P.V.CSPLIT PIPE

DEP

TH V

ARIE

S

100

600m

m M

IN.

100

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:






H04REVISION:

BSE-MN

FIJI NATIONAL UNIVERSITY HYDRAULIC DETAIL

NTT ISSUE



SHEET No:

CP&I14.17


-COUNCIL ISSUE 18/01/2018PBC1

BSE-MN

BSE-MN

OIL SEPARATOR DETAILSCALE 1:10

300

100 PVC DOWNPIPE SCREW FIX TOWALL USING METALSTRAP- PAINTED40mm THICK CONC. LIDWITH 665 MESH- PROVIDEHOLE FOR DOWN PIPE

100 THICK CONC. WALLWITH 665 MESH-PLASTERED

100 DIA. PVC STORMWATERDRAIN

BUILDING STRUCTUREREFER ENG'S DWG.

BUILDING LINE

CONC. SUMP DETAIL SCALE 1:10

ALLOW STANDPIPE DISH DRAINDISCHARGE TO SUMP- SHOWN ATBACKGROUND WITH GALV. WIRE NETTING

250

100

GL.

12080

25

SELECTED HOSETAP WITH GALV. ELBOW& SOCKET

200DIA. DISH DRAINCONC PLASTERED

15DIA PVC PIPE

STAND PIPE (SP) DETAILSCALE 1:10

50200

CONC. BLOCKWALL WITHCERAMIC TILE SPLASH BACK450 WIDE UPTO TAP HT.


INLET DISCHARGE

WATER LINE

INLET CHAMBER

SLUDGE

SEPARATION CHAMBER

OUTLET CHAMBER

BAFFLE BAFFLE

WATER LINE

100mm R.CWALL

100mm R.CWALL

800

1000

500

max

.

250

250TOP SOIL

ALLOWANCE FOR SETTLEMENT

75

SURFACE DRAINAGE

ground surface

LAYER OF PAPER

20 - 25MM AGGREGATE

BASE OF TRENCH ON LEVEL GRADE ( FLAT )

1000

SECTION THROUGH RUBBLE DRAINSCALE 1:20

100 DIA FIELD TILE PIPE

CUT EVERY SECOND REINFORCING BAR AT JOINT

SAWN JOINT DETAIL

approved hardcorefill

SCALE 1:10

20

CONSTRUCTION JOINT DETAILSCALE 1:10

DOWEL CAP END FILLED WITH COMPRESSIBLE MATERIAL

approved hardcorefill

HALF BAR COATED WITH BOND BREAKING COMPUND POR USE SLEEVE

10mm Wide joint sealer Sikaflex 11FC

2-LAYER 665 MESH WITH 30MM TOP COVER50 100

15mm WIDE COMPRESSIBLE FILLER BOARD

150

INDUCED CRACK

2-LAYER 665 MESH WITH 30MM TOP COVER 5-10mm WIDE X 20mm DEEP

SAWN R MOULED GROVE

150

BLOCK BINDING DETAILSCALE 1:20

binding detail for 200/150/100 blockwall

blockwall

2-12dia bars 6 dia ties at200mm ctrs

CORNER

BLOCK BINDING DETAILSCALE 1:20

binding detail for 200/150/100 blockwall

TEE JUNCTION

blockwall

3-12dia bars 6 dia ties at200mm ctrs

EXTERIOR ELEVATIONS

PROPOSED GROUND FOUNDATION PLANSCALE 1:75

A B C

1

2

7000

P1

saw

n jo

int

NOTES:ALL SAWN JOINT ATMIN. 5M CTRS

saw

n jo

int

saw

n jo

int

construction joint construction jointconstruction joint

ED

P1 P1 P1P1

P1 P1 P1 P1P1

NOTES:EXISTING GROUND TO BE EXCAVATED MINIMUM 400 DEEP AND ROLLEDWITH 8 TONNE VIBRATING ROLLER. SALVAGED MATERIAL TO BE STORED ON SITE IN A DESIGNATED AREA.

SOAPSTONE FILL MATERIAL (BOLDERS NOT BIGGER THAN 200mm DIAMETER)TO BE PLACED IN LAYERS AND COMPACTED USING MINIMUM 4 PASSES OF 8 TONNE VIBRATING SHEEPFOOT ROLLER FOLLOWED BY MINIMUM 4 PASSES OF 8 TONNE VIBRATING SMOOTH DRUM ROLLER.

EACH LAYER TO BE PROOF ROLLED AND APPROVAL OF ENGINEER TO BE OBTAINED PRIOR TO LAYING OF SUCCESSIVE LAYER.

S04FW1

S04FW1

150MM FLOOR WITH 2-LAYER 665 MESH 30MM TOP COVER AND 40MM BOTTOM COVER

S04FW1

S04FW1

S04FW2

S03FW1

S04FW3

S04FW4

S04FW1

S04FW5

construction joint

DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:






S01REVISION:

PB DCP&I - NC

FIJI NATIONAL UNIVERSITY PROPOSED GROUNDFOUNDATION PLAN

NTT ISSUE



DCP&I - NC

SHEET No:

CP&I14.17


R1

NTT ISSUE 18/02/2018PBNTT1

PROPOSED ROOF FRAMING PLANSCALE 1:75

A B C

1

2

ED

20mm rod bracing with turnbuckles

C20020 RPFL purlins@ 1000mm max. ctrs with 1 row of proprietary bridging in every bay

ROOF TYPE :

RPFL TRIMDEK ( 0.48BMT )

FIX ROOF WITH NO. 14-10 X 75mmHEX HEADED TYPE 17 SCREWS WITHSUPPORT WASHERS , E.P.D.M BLACKSPECIAL AT EVERY CREST

ROOF FIXING

3S06

150mm conc. block wall plastered & painted from bothsides as per architects instructions

200

UB

x 2

5.4

kg

200

UB

x 2

5.4

kg

200

UB

x 2

5.4

kg

200

UB

x 2

5.4

kg

200

UB

x 2

5.4

kg

150 PFC Outrigger rafter

Fly brace at every 2nd purlin refer detail

1S06

150 PFC Outrigger rafter


2S06



DESCRIPTION

PB

AS SHOWN

DATEBYREV.

DRAWING No:

PROJECT No:


DESIGNED:

SCALE:






S03REVISION:

PB DCP&I - NC

FIJI NATIONAL UNIVERSITY PROPOSED ROOFFRAMING PLAN

NTT ISSUE



DCP&I - NC

SHEET No:

CP&I14.17



R1

tender issue - fiji national university · installation edmonds h500 hurricane ventilator or...

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