ba `cover sheet - 2...sheet title design : drawn date scale s . p project no. sheet no. rev. project...

TENDER ISSUE03.06.19

STRUCTURAL NOTES

PH.- 3400 287 , FAX. - 3400 185

ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS

Email : [email protected]

26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS

Copyright reserved in all drawings and thework excuted from them. Figured dimensionsshall be read in preferance. Largest scaleddrawings shall take precedence. Check alldimensions on site. All discrepancies shallbe reported to the ARCHITECT immediately. :

:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

S016.01.17

NOTES DATEREV.

D.C

17-001FIJI FOOTBALL ASSOCIATION

LABASA.

PROPOSED GOAL IV PROJECT

VUNIMOLI ROAD BA

C3.Clear concrete cover to reinforcement shall be as indicated on drawings or the table below (U.N.O)

-Denotes slab thickness

-Denotes slab thickness-Denotes cover to top reinf.

-Denotes cover to T.& B reinf.

-Denotes cover to btm. reinf.

SLAB SYMBOL

All workmanship and materials shall be in accordance with NZS 3109 PART 1 current edition with amendments, except where varied by the Contract Documents.

NATURAL GROUND

CONCRETE

Concrete Quality:-C2.

C1.

ALL 150 kPa

Vp = 257m/s

STRATA

The structural work shown on these drawings has been designed for the follwing wind load in accordance with AS 1170 Part 2.

Footings have been designed for an allowable intensity or bearing pressure of:

The structural work shown on these dwgs has been designed for Earthquake loads in accordance with NZ 4203:1992 with Zone factor Z = 0.9.

A superimposed dead load of 1.0kPa has been allowed for partitions & services.

FOUNDATION

ELEMENT

F1.

BASIC WIND VELOCITY TERRAIN CATEGORY

G10.

G9.

NOTE:

BEARING PRESSURE

The structural work shown on these dwgs has been designed for the following exposure classification for durability.

The structural work shown on these dwgs has been designed for the following live loads in accordance with NZS 4203.

FLOOR USAGE

G8.

LIVE LOAD (Kpa)

Refer to Architectural Drawings for block wall thicknesses where not mentioned on these Dwgs & for falls in slabs, extra packings, waterproofing membranes, contraction joint filling materials and all other architectural features such as drip grooves, pour breaks in off-form concrete, fillets and the like.

All workmanship and materials shall be in accordance with the requirements of the SAA and NZS Codes and the By-Laws and ordinances of the relevant building authorities.

During construction the structure shall be maintained in a stable condition & no part shall be overstressed. Temporary bracing shall be provided by the Builder as required.

Setting out dimensions shown on the drawings shall be verified by the Builder.

All dimensions are in millimetres. Dimensions shall NOT be obtained by scaling the Structural Drawings. Levels shown on theStructural Dwgs are to the top of structural conc. or structural steelwork unless noted otherwise.

These drawings shall be read in conjunction with all Architectural and other Consultants' drawings, Specifications and with such other written instructions as may be issued during the course of the Contract. Any discrepancy shall be referred to the Superintendent for decision before proceeding with the work.

GENERALRefer to slab notes for general slab thickness and covers.This symbol applies elsewhere.

CONCRETE CONT.

Rolled Steel ChannelRSC

Bar DiameterBD

STIFF

STR , STASTRP

VERT.

Vertically as for 150 blockwork but with 10Ø Horizontally as for 150 blockwork but with 2R6 Pass all horizontally through columns. Concrete fill all block cavities.

100 Blockwork :

Core fill shall comply with the following U.N.O.

No masonry walls are to be erected on suspended slabs or beams until all propping has been removed.

Builder to provide temporary propping to all walls where required for stability during construction.

Backfill to retaining walls to be free draining granular material. Provide subsoil drain or weep holes.

Vertically at corners, sides of openings, end of walls, intersections and at 600 crs max. with 16Ø Horizontally at top of walls, top & bottom of openings & at every 3rd course max. with 16Ø in knock out bond block.

Vertically at corners, sides of openings, ends of walls, intersections and at 600 crs max. with 12Ø Horizontally at top of walls, top & bottom of openings & at every 3rd course max. with 16Ø in knock out bond block.

It shall have a spread value within the range of 450mm to 580mm when tested in accordance with Section 11 of NZS 3112: Part 1.

It shall have a minimum compressive strength of 17.5 MPa when tested in accordace with Section 6 of NZS 3112: Part 2.

Core fill to comprise of 3 cement: 8 concreting sand:4 core fill aggregate 13.2 - 4.75mm.

Where core fill grout is to be site mixed a test mix will be produced for sampling and compression testing in accordance with NZS 3112: Part 2. The compressive strength of this test mix to be 25MPa minimum to allow for site variations.

Minimum strength and type of grout shall be as follows:

200 Blockwork :

150 Blockwork :

Blockwork ReinforcementB8.

B7.

B6.

B5.

B4.

KJL.A.R

G.P.C.HOR.I.D

GALV.FL

G.L

EXFFFFLFGL

EFEWEL

DPCDWG/DRG

EXTGEGL

DJDIA

Double RSA (back to back)

Grout Proof Course

Keyed JointLap At Random

Horizontal

Ground Level

Inside Diameter

GalvanisedFlat

VJ

L

UCUNOU/S

TRM

UBTYP

Finished Floor Level

Existing Ground Level

Damp Proof Course

Finished Ground Level

Each WayElevation

Each Face

Far FaceOut Of

Dowelled Joint

Drawing

Diameter

Existing

TFBTHKTOCTOS

TSYM.

SIMSJSTG

RSJ

Universal ColumnUniversal Beam

Vertical Joint

Unless Noted Otherwise

Vertical

Single RSA

Trimmer

Underside

Typical

Sawcut Joint

Symmetrical

Rolled Steel Joist

Top Of SteelTop Of Concrete

Taper Flange BeamTop

Starter

Thick

StiffenerSimilar

StirrupStagger

All workmanship shall be done in accordance with AS 1720.1 SAA Timber Structures Codes.

All timber shall be No. 1 framing grade as defined in National Grading Rules for Fiji Timbers.

MAX.

REINF

All timber shall be FIJI PINE F7 Stress Grade or equivalent unless noted otherwise.

Unless noted otherwise all bolts in timber construction to be 16Ø commercial bolts of grade 4.6 snug tight (M16-4.6/S) conforming to AS 1111 with washers as specified.

End and edge distances for bolts where not specified shall be in accordance with the provisions of AS 1720.1.

DRAFTING ABBREVIATIONS

Details and Sections on these drawings are cross-referenced by the following system:-

NOTE: Concrete encased steelwork shall be left unpainted.

The builder shall provide all cleats and drill all holes necessary for fixing steel to steel and timber to steel whether or not detailed in the drawings.

All the requirements of the A.C.S.E. Structural Steel Specification Document 2 shall apply.

Reinforced concrete blockwork shall comply with the following U.N.O.:-

Mortar shall comprise 1 cement: 0.25 lime: 3 sand.

Provide 55mm minimun cover from the outside of the blockwork to allow adequate grout cover.

Provide cleanout holes at base of all walls and rod core holes to remove protruding motar fins.

All workmanship and materials shall be in accordance with NZS 4210.

Strengths of blocks and type of mortar shall be as follows:

B1.

Blocks shall be 12 MPa conforming to NZS 3102.

B3.

B2.

BLOCKWORKAll fxing devices bolts , brackets etc shall be hot dipped galvanisedS11.

S10.

S9.

B/W

COL

CVR

DCRS

CONN.CONC.

C.O.S.

C.A.R

CJCHS

C/L

C/SC/C

ADDNBBLK

APPROX.ALT.

Deformed Bar Grade 300

Centre To Centre

Circular Hollow SectionCover All Around

Column

ConnectionConcrete

Centres

Check On SiteCover

Courses

Centre Line

Control Joint

PSC

RHS

RSARL

RCR

O.DPL.PC

NF

O/ANTS

BottomBlockwall

ApproximateAdditional

Bothways

Alternate

MIN.

NMS

NOT

LG

NOTE

Section or Detail No. Sheet No., Where Section orDetail is drawn.

T5.

T4.

T3.

T2.

Structural steelwork shall have the surface treatment in accordance with the specification.

STEELWORK CONT.S8.

TIMBERT1.

Rectangular Hollow Section

Not To Scale

Outside DiameterOutside Overall

Reduced Level

Reinforcement

Rolled Steel Angle

Reinforced ConcretePlain Bar Grade 300Prestressed ConcretePrecast Concrete

Near Face

Plate

Non-destructive TestingNewMild Steel

MaximumMinimum

Long

20150

20

15030

G7.

G6.

G5.

G4.

G3.

G2.

G1.

10Ø Bar

Bend dimeter equals that of enclosed bar, but not less than values shown in the table above

The min. internal dia. of bend of all bars shall be as follows UNO.

Bars partially embedded in conc. shall not be site bent, unless noted or shown on the drawings or specifically approved by the ENGINEER

STANDARD STIRRUP ANCHORAGE

STANDARD 180 HOOKSTANDARD HOOK

12Ø Bar

4Ø bar but not lessthan 85 mm

45 or Less

Bending of reinforementR7.

ELEMENT FIRE-RESISTANCE RATING

SLUMPELEMENT

Footings

ColumnsSlabs on grd.

Suspended flr. 80808080

A A A

202020

CONC.TYPEA 20

MAX. AGG.SIZE

30 MPa25 MPa

30 MPa

MIN. CONC.STRENGTH F'c MPa25 MPa

Not exposedto weatheror earth

20

40254025

Ties and stirrups

Ties and stirrupsLongitudinal reinf.

Slabs, walls, & ribs 20mm bars or wire and smaller

Columnse)

Pad footings a)Strip footings

Beams d)

c)b)

ELEMENT

8065

6580 50

40

5040

CONCRETE COVER

757575

Cast against& exposedto earth

35- -

Exposed to earth orweather- -

Longitudinal reinf.

STEELWORK

MIN. DIA. OF BEND

STIRRUPS & TIES

BAR DIA.

MAIN REINFORCEMENTSTEEL

MINIMUM DIAMETER OF BEND

MIN. DIA. OF BEND

BAR DIA.

GRADE 300

126012

2428

4032

1620

240192140

80

120100

1620

610

3050

610

486480

2440

GRADE

All reinforcement fabric shall comply with NZS 3402P and shall be supplied as flat sheets.

Welding of reinforcement will not be permitted unless shown on the Structural Drawings.

For plain bars, lap lengths shall be twice the lengths as shown above.

Place sufficient bar chairs under bottom reinforcing rods and top crossrods in slabs to allow them to be supported in their correct positions during concreting (not greater than 900 mm centres both ways).

Stagger laps as much as practicable.Top steel shall be lapped within central half of the of the beam span & bottom beam bars within 1/4 on either side of support uno.

Reinforcement Layers denoted thus:-

Typical Fabric Lap:-

R6.

R5.

R4.

R3.

25 MIN

REINFORCEMENT

Splices in the reinf. shall be made only in the positions shown. The written approval of the Engineer shall be obtained for any other splices. Lap length for deformed bars shall be as tabulated below.

Reinf. is represented diagrammatically. It is not necessarily shown in true projection.R2.

R1.

T Denotes top bars laid third

Denotes bottom bars laid first

Denotes bottom bars laid secondB

BB

-

-

-Denotes top bars laid lastTT -

90 COGLENGTH

VERTICALBARS

BARS TYPE & SIZE

HORIZ BARS WITH MORE THAN 300mm CONC. BELOW BAR

OTHERLOCATIONS

200

300250200200

450350

170022001700D36

500D12

D24D28D32

D20D16

120014001600

1000700

550

150017501900

1250800

500

1000700

14001200

1600

Construction joints where shown on the Structural Dwgs shall be well scabbled and painted with epoxy prior to pouring of fresh conc.

Provide 20 chamfers to all columns and beams unless varied by achitects drawing.

Beam depths are written first and include slab thickness, if any.

Pipes or conduits shall not be placed within the conc. cover to reinforcement without the approval of the Engineer. The concrete cover to embedded pipes or conduits shall be a min. of 20 mm.

No penetrations, recesses, sleeves, etc other than those shown on the Structural Dwgs. shall be made in concrete members without the prior approval of the Engineer.

Construction joints where not shown shall be located to the approval of the Engineer.

Provide 20 drip groves to soffits of all external slabs & beams.

C10.

C11.

C9.

C7.

C8.

C6.

Sizes of conc. elements do not include thkness of applied finishes.C5.

C4.

REINFORCEMENT

PRIMING

Dulux zincanode 304 (or equal) 75 micron minimum dry film thickness

ELEMENT

All UNO

SURFACE CLEANING

Sand blast to class 2.5

ELEMENTBlockwork

MATERIALConc. Block

Strength (cs) Or Class12 MPa 1:0.25:3

MORTAR TYPE

ELEMENT TYPECore Fill

MINIMUM STRENGTH17.5 MPa 3:8:4.

S035

L

All workmanship and materials shall be in accordance with AS 4100 & AS 1554 except where varied by the Contract Documents.

All holes shall be drilled and shall be 2mm larger than the bolt ØU.N.O. Holes in baseplates may be 5mm larger than the bolt Ø U.N.O. All bolts shall have at least one thread projecting through both sides of the nut.Bolt spacing, edge distances, gauge lines, beam copes etc, to conform to A.I.S.C standardised connections U.N.O. Remove all sharp edges and burrs.

Example:4M16-4.6/S means 4 16 dia. commercial grade bolts snug tight.

Concrete encased steelwork shall be wrapped with 665 mesh & have a minimum of 50 cover unless noted otherwise.

High strength friction grip bolts, nuts & washers shall comply with the relevant requirements of AS 1252, shall be installed in accordance with AS 1511 and shall be tightened to the correct tension using approved load indicating washers. Contact surfaces of all high strength friction grip bolted connections shall be left unpainted.

Unless otherwise noted, all welds to be 6 mm continuous fillet from E41XX electrodes. All welds shall be general purpose welds unless noted otherwise. Structural purpose welds shall be denoted thus `SP'. Butt welds where indicated in the dwgs are to be complete penetration butt welds as defined in AS 1554. Welding symbols to AS 1101 Part 3.

S4.Unless noted otherwise, all bolts to be 16 diameter commercial grade structural bolts of grade 4.6 snug tight (M16-4.6/S) conforming to AS 1111.

S7.

S6.

Bolts - designated by the Number, Diameter, Grade & Tightening procedure.

6M20 - 8.8TF means 6M20 high strength structural bolts fully tensioned in a friction joint.6M24 - 8. 8TB means 6M24 high strength structural bolts fully tensioned in a bearing joint. (Some slip allowed.)

S5.

Unless otherwise noted, all steel shall be in accordance with:-

The builder shall prepare workshop dwgs & shall submit 3 copies of each drawing for approval. Fabrication shall NOT commence until approval has been received. Approval does not include dimensions.

AS 1204 Grade 250 for Rolled Sections

AS 1204 Grade 350 for all high strength steel.AS 1163 Grade 200 for C.H.S. SectionsAS 1163 Grade 250 for R.H.S. Sections

S3.

S2.

S1.

construction joint

construction joint

construction joint

construction joint

construction joint

construction joint

construction joint

construction joint

construction joint

construction joint

construction joint

construction joint

construction joint

construction joint

construction joint

saw

n jo

int

saw

n jo

int

saw

n jo

int

saw

n jo

int

saw

n jo

int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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saw

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int

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saw

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saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

n jo

int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

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int

saw

n jo

int

saw

n jo

int

saw

n jo

int

B

C

D

E

A

2825

5560

5560

2825

REFER ENLARGED FOUNDATION PLAN - 'A' ON SHEET S2 REFER ENLARGED FOUNDATION PLAN - 'B' ON SHEET S3

636509542 3 6 1311107 8

6000 6000 6000 6000 6000 6000

12

5000 5000 28256000 6000

1

2825


PH.- 3400 287 , FAX. - 3400 185





:

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:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

S1NOTES DATEREV. 17-001

FIJI FOOTBALL ASSOCIATION

LABASA.


VUNIMOLI ROAD

SAWN & CONSTRUCTION JOINT LAYOUT PLANSCALE 1:200

NOTE:3.1. FOUNDATION PLAN TO BE READ IN CONJUNCTION

WITH THE ARCHITECTURAL DRAWINGS FORPROPER SET OUT OF STEP-DOWNS, FALLS ANDDOOR/WINDOW OPENINGS. CONTRACTOR SHALLNOTIFY ARCHITECT OF ANY SET OUTDISCREPANCIES.

GROUND TO BE INSPECTED BY THE ENGINEERAFTER EXCAVATION FOR VERIFICATION. STEELNOT TO BE FABRICATED UNTIL GROUND HASBEEN APPROVED BY THE ENGINEER.

2. ALL SAWN AND CONSTRUCTION JOINTS TO BE AT5m MAX. CTRS.

COMPACTION NOTE:

EXISTING GROUND TO BE EXCAVATED MINIMUM 600 DEEP AND ROLLEDWITH 8 TONNE VIBRATING ROLLER. SALVAGED MATERIAL TO BE REMOVEDFROM SITE BY THE CONTRACTOR.

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.

THE ENGINEER WILL REQUIRE THE CONTRACTOR TO GET COMPACTIONTESTS DONE AT AN APPROVED FACILITY AT NOT EXTRA COST. TEST ARECOMPLY WITH THE ENGINEER'S REQUIREMENTS AND ACHIEVE A MINIMUMCOMPACTION LEVEL OF 98%.

KEY:

- INDICATES FLOOR DROP

NOTE:REFER ARCHITECTURAL DRAWING FORTOILET / SHOWER PARTITION WALL DETAIL

27.05.19

A.D.S/D.CSAWN & CONSTRUCTION JOINTLAYOUT PLAN BA

B

C

D

E

A

2 3 4 5 6 71

2825

5560

5560

2825

1677

0

2825 5000 6000 6000 6000 6000

PART OF ENLARGED FOUNDATION PLAN - 'A'SCALE 1:100

P3 P1 P1 P1 P1 P1

P3 P1 P1 P1 P1 P1

P2

P2

P2

P2

P2

P2 P2 P2 P2 P2 P2

P2 P2 P2 P2 P2 P2

FW-1

FW-1

FW-1

FW-1

FW-1

FW-1

FW-1

FW-1

FW-3

FW-3

FW-3

FW-3

FW-3

FW-3

FW-1

FW-1

FW-2

FW-2

FW-4

FW-7

FW-7

FW-6

FW-6

FW-9

FW-7

FW-5

FW-4

FW-4

FW-4

FW-4

FW-4

FW-1

FW-8 FW-8 FW-8

FW-8 FW-8 FW-8

FW-8

FW-8





FW-4

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SHEET NO.

REV.

PROJECT

AS SHOWN

S2NOTES DATEREV. 17-001

PART OF ENLARGEDFOUNDATION PLAN - 'A'

KEY:



LABASA.


VUNIMOLI ROAD

FW-9


27.05.19

A.D.S/D.C

BA

8 9 10 11 12 137

B

C

D

E

A

2825

5560

5560

2825

1677

0

6000 6000 6000 6000 28255000

P1

P2

P1

P2

P1

P2

P1

P2

P3

P2

P1

P2

P3

P2

P2

P2

P2

P2

P2

P1

P2

P1

P2

P1

P2

FW-1 FW-1

FW-1 FW-1

FW-1FW-1

FW-1FW-3

FW-3

FW-3

FW-4 FW-5

FW-5

FW-6

FW-6

FW-6

FW-8 FW-8 FW-8

FW-8 FW-8 FW-8

FW-8

FW-8





FW-6

PART OF ENLARGEDFOUNDATION PLAN - 'B'

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DRAWN

DATE

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S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

S327.05.19

NOTES DATEREV.

A.D.S/D.C

17-001

PART OF ENLARGED FOUNDATION PLAN - 'B'SCALE 1:100

KEY:



LABASA.


VUNIMOLI ROAD

P3

P3

P2

P3

P2


BA

PAD DETAILS

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AS SHOWN

S416.01.17

NOTES DATEREV.

D.C


LABASA.


VUNIMOLI ROAD BA


300

900

MIN

.

800 x 800

10 mm dry pack mortar

base platerefer detail

4-M16 anchor boltscast 300mm intocolumn

100 x 100 x 6mmSHS post

GL.

12 dia bars at 200 ctrsbothways with 75mmcover from bottom

min. 0.006mm blackpolythene d.p.c. on50mm sand blinding& 100mm hardcore fill2

S5

PAD ELEVATION - P2SCALE 1:20

PAD PLAN - P2SCALE 1:20

800

800

12 d

ia b

ars

@ 2

00m

mct

rs b

othw

ays

100

300

900 x 900

1S4

100

2-20 Ø 'U' boltscast 300mm intocolumn

310UB 40KG

665 mesh



well compactedfill

900

MIN

.


min. 0.006mm blackpolythene d.p.c. on50mm sand blinding& 100mm hardcore fill

GL.

900

12 d

ia b

ars

@ 1

50m

mct

rs b

othw

ays

900



300

900 x 900

3S5

100

2-20 Ø 'U' boltscast 300mm intocolumn

250UB 25KG

665 mesh



well compactedfill

900

MIN

.



GL.

900

12 d

ia b

ars

@ 1

50m

mct

rs b

othw

ays

900



310 UB BASE PLATE DETAILSCALE 1:10

40

400

40

250

4040

4-20 dia bars 10 dia ties @200 mm ctrs

STUB COLUMN SECTIONSCALE 1:10

1S4

80

350

80

50

200

50

310UB 40KG butt welded to 16mmthick M.S plate and drilled for 2-20 Ø'U' bolts and cast 300mm into column

FOOTING DETAILS

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S516.01.17

NOTES DATEREV.

D.C


LABASA.


VUNIMOLI ROAD BA


NOTE:ALL BLOCKWORK TOBE FULLY GROUTED

1-12 dia bar

200mm thick solid blockwall plastered & painted bothsides

GL.well compacted

fill

floor drop

1-12 dia horiz. barsin bond blocks atevery 2nd course

1-12 dia verticalbars at 400 ctrs

665 mesh

20040

0 M

IN.

5003-12 dia bars10 dia ties at200 mm ctrs

FW-1SCALE 1:20


100

1-12 dia bar


well compactedfill GL.



665 mesh

20040

0 M

IN.



floor drop

100mm wide x 50mm deep spoon drain

Fall

300

2-12 dia barR10 ties at200mm ctrs

FW-2SCALE 1:20

1-12 dia bar


well compactedfill GL.

100



665 mesh

20040

0 M

IN.



FW-3SCALE 1:20



665 mesh

3-12 dia bars 10 dia ties at200 mm ctrs

200

1-12 dia bar

150mm thick solid blockwall plastered& painted bothsides

GL.well compacted

fill

400

MIN

.

450

100


FW-4SCALE 1:20

100 x 100 x 6mm SHS butt welded to12mm thick M.S plate and drilled for4-M16 anchor bolts and cast 300 mminto column

100 x 100 SHS BASE PLATEDETAILSCALE 1:10


2S4

350

4040

40

350

40

50

250

5050

250

50


250 UB BASE PLATE DETAILSCALE 1:10

40

350

40

250

4040



3S4

75

300

75

50

200

50

250UB 25KG butt welded to 16mmthick M.S plate and drilled for 2-20 Ø'U' bolts and cast 300mm into column

FOOTING DETAILS

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SHEET NO.

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NOTES DATEREV.

D.C


LABASA.


VUNIMOLI ROAD BA





665 mesh

200

1-12 dia bar


well compactedfill

400

MIN

.

45010

0

GL.

floor drop



FW-5SCALE 1:20

1-12 dia bar 10 diaties at 200mm ctrslap 600 with mesh

GL.well compacted

fill

665 mesh

100

500

20040

0 M

IN.




200 mmblockwall

FW-8SCALE 1:20

lap 300 min.onto 665 mesh

250

300


1-10 dia bar at every 600 ctrs

2-6 dia bar ontop of every 3rdrow block


665 mesh 30mm cover from top

3-12 dia bar andR10 ties at 200 ctrs

FW-6SCALE 1:20



665 mesh


200

1-12 dia bar


GL.well compacted

fill

400

MIN

.

450

100


FW-9SCALE 1:20

100mm wide x 50mm deep spoon drain

Fall



665 mesh 30mm cover from top


lap 300 min.onto 665 mesh

FW-7SCALE 1:20

300

2-6 dia bar ontop of every 3rdrow block

3-12 dia bar andR10 ties at 200 ctrs

floor drop

CONSTRUCTION JOINT DETAILDOWELLED FORMEDSCALE 1:10

Eq.

75 75

225

450 50 deep x 6mm widesaw cut, Ø10 P.E.Fbacking rod & colpor200 sealantRC slab with 1 layer665 mesh with 40 topcover

R20 dowels at300 ctrs

bond breaking compoundto one half dowel

100

Compacted Fill


40

Eq.

50 m

m

6mm Wide

Dee

p

50 deep x 6mm wide saw cut, Ø10 P.E.F backing rod & colpor 200 sealant

50 deep x 6mmwide saw cut

RC slab with 1 layer 665mesh with 40 top cover

induced crack

SAWN JOINT DETAIL DOWELLEDINDUCEDSCALE 1:10

Compacted Fill


40

Ø10 P.E.Fbacking rod

100

TYP. LINTEL BEAM &STRUCTURAL DETAILS

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

S716.01.17

NOTES DATEREV.

D.C


LABASA.


VUNIMOLI ROAD BA


12 dia trim extra

100 conc.window sill

600 min lap ifstarter required

OPENI

NG S

IZE

TO

ARCH

ITEC

TS D

ETAI

L

1-

OPE

NING

SIZ

E TO

ARCH

ITEC

TS D

ETAI

L


1-

TYP. WINDOW OPENING DETAILN.T.S

TYP. DOOR OPENING DETAILN.T.S

NOTEREFER TO SERVICES ENGINEERS AND ARCHITECTSDRAWINGS FOR DETAILS OF CONDUITS, FLUSH BOXESAND OTHER ITEMS THAT ARE TO BUILT INTO THE BLOCKWALLS


roof beam, detailas noted elsewhere

binding detail for 200/150/100 blockwall

TEE JUNCTION

blockwall

4-12 dia bars 6 dia ties at200mm ctrs

BLOCK BINDING DETAILSCALE 1:20

binding detail for 200/150/100 blockwall

blockwall

3-12 dia bars 6 dia ties at200mm ctrs

CORNER

BLOCK BINDING DETAILSCALE 1:20

400 MIN.

(Cross Wires)

50mm step maximum

slab on grade to detail

200300mm step maximumslab on grade to detail

12 dia bar at 300 ctrs,cross bars. 2-12 dialongitudinal bars

STEP UP TO 50mm MAXIMUM HIGH

STEP GREATER THAN 50mm HIGH(300 MAXIMUM)TYPICAL FLOOR STEP DETAILS

12 dia trim extra

40 MIN. COVER

SECTIONSCALE 1:20

1S-



200

- 300

150 / 200

150 / 200mm conc.blockwall plasteredand painted frombothsides

2-12 dia bar, 10 diaties @ 200 ctrs

conc. fill

TYP. LINTEL BEAM DETAIL ONTOP OF WINDOW & DOORSCALE 1:10

400 x 150 / 200 RCbeam reinf. with 4-16dia. bars 10 dia ties@ 200 ctrs.

FRAME ELEVATIONS

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

S830.05.19

NOTES DATEREV.

S.N/D.C


LABASA.


VUNIMOLI ROAD BA


310U

B 4

0KG

250UB 25KG 250UB 25KG

100

x 10

0 x

6mm

SHS

100

x 10

0 x

6mm

SHS

200 PFC 200 PFC

2480 31

5014

80

4630

purlin cleats @

600mm ctrs

purlin cleats @ 900mm ctrs

TYPICAL FRAME ELEVATION ON GRID LINES - 3 to 11SCALE 1:75

6mm dia. @ 150 ctrsspiral ties around UB& encased in concrete

400 x 200 RC beamallow to weld allbeam bars to UB


400 x 200 RC beamallow to weld allbeam bars to UB

310U

B 4

0KG

B C D EA

2825 5560 5560 2825

15.0º

250U

B 2

5KG

250UB 25KG

100

x 10

0 x

6mm

SHS

100

x 10

0 x

6mm

SHS

200 PFC 200 PFC

2480 31

5014

80

4630

FRAME ELEVATION ON GRID LINE - 2SCALE 1:75

250U

B 2

5KG

B C D EA

2825 5560 5560 2825

15.0º

200mm conc.blockwall

250UB 25KG

Void Void Void Void Void Void Void Void

Door Void

400 x 200mm RC Beam

FB


Lintel Beam

1800

purlin cleats @

600mm ctrs

1800

FB

FB

FBpurlin cleats @600mm ctrs


1800

purlin cleats @600mm ctrs1800

purlin cleats @

600mm ctrs


1800

purlin cleats @

600mm ctrs

1800

purlin cleats @600mm ctrs


1800


FRAME ELEVATIONS

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

S930.05.19

NOTES DATEREV.

S.N/D.C


LABASA.


VUNIMOLI ROAD BA


250U

B 2

5KG

250UB 25KG

100

x 10

0 x

6mm

SHS

100

x 10

0 x

6mm

SHS

200 PFC 200 PFC

2480 31

5014

80

4630

FRAME ELEVATION ON GRID LINE - 12SCALE 1:75

250U

B 2

5KG

B C D EA

2825 5560 5560 2825

15.0º

250UB 25KG

400 x 200mm RC Beam

Door Void

Lintel Beam

Door Void

Lintel Beam

200mm conc.blockwall

WindowVoid

WindowVoid

WindowVoid

WindowVoid

DoorVoid

WindowVoid

DoorVoid

WindowVoid

Lintel Beam Lintel Beam

400 x 200mm RC Beam 400 x 200mm RC Beam 400 x 200mm RC Beam

100

x 10

0 x

6mm

SHS

250U

B 2

5KG

310U

B 4

0KG

310U

B 4

0KG

310U

B 4

0KG

310U

B 4

0KG

200 PFC

15.0º

2 3 4 5 61

2825 5000 6000 6000 6000

FRAME ELEVATION ON GRID LINE - BSCALE 1:75GRID LINE - 'D' IS SIMILAR

248031

50

JOIN

T LI

NE

6mm dia. @ 150 ctrsspiral ties around UB& encased in concrete6mm dia. @ 150 ctrs

spiral ties around UB& encased in concrete

AS11

BS11

CS11

DS11

purlin cleats @

600mm ctrs


1800

purlin cleats @

600mm ctrs

1800

purlin cleats @600mm ctrs


1800


1800purlin cleats @

600mm ctrs

310U

B 4

0KG

FRAME ELEVATIONS

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

S1030.05.19

NOTES DATEREV.

S.N/D.C


LABASA.


VUNIMOLI ROAD BA


DoorVoid

WindowVoid

DoorVoid

WindowVoid

WindowVoid

WindowVoid

Window/DoorVoid

WindowVoid

WindowVoid

DoorVoid Door Void

WindowVoid

Lintel Beam Lintel Beam Lintel Beam Lintel Beam

400 x 200mm RC Beam 400 x 200mm RC Beam 400 x 200mm RC Beam 400 x 200mm RC Beam 400 x 200mm RC Beam 400 x 200mm RC Beam

WindowVoid

310U

B 4

0KG

310U

B 4

0KG

310U

B 4

0KG

310U

B 4

0KG

310U

B 4

0KG

5 6 7 8 9 10

6000 6000 6000 6000 6000

WindowVoid

DoorVoid Door Void

WindowVoid

Door Void

Lintel Beam Lintel Beam

400 x 200mm RC Beam 400 x 200mm RC Beam 400 x 200mm RC Beam

WindowVoid

100

x 10

0 x

6mm

SHS

310U

B 4

0KG

310U

B 4

0KG

250U

B 2

5KG

200 PFC

9 10 11 12 13

6000 6000 5000 2825

2480 31

50

FRAME ELEVATION ON GRID LINE - B (continued)SCALE 1:75GRID LINE - 'D' IS SIMILAR

FRAME ELEVATION ON GRID LINE - B (continued)SCALE 1:75GRID LINE - 'D' IS SIMILAR

JOIN

T LI

NE

JOIN

T LI

NE

JOIN

T LI

NE



15.0º


6000

310U

B 4

0KG

400 x 200mm RC Beam

Door Void

Lintel Beam


LABASA.


VUNIMOLI ROAD

FRAME DETAIL

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

S1117.01.17

NOTES DATEREV. 17-001

D.C.S

BA


KEY NUMBER REFERENCE:

NOTE:

2.

1.

Surface preparation and protective coatings for structural steel shall be in accordance with AS/NZS 2312:2002 for long term durability (10-15 years)

400 x 200 rc beam reinf. with 4 - 16 dia bars 10 dia ties at 200 ctrs allow to weld all beam bars to UB

3.

4.

5.

7.

All Plate Shown In Drawing With 6mm Fillet Weld Using E48xx Weld Material

*

Purlin cleats welded to UB @ 900/600 ctrs

*

Full penetration butt weld to flange. 6mm fillet weld to web

12mm web stiffener plate on bothsides.butt weld to flange & 6mm fillet weld to web on bothsides

14. 20mm thick m.s plate

6mm dia. @ 150 ctrs spiral ties around UC & encased in concrete

150 x 70 x 12mm thick stiffener welded from bothsides

6.

1000

PFC

PFC

UB

UB

UB

UB

SHS

100 SHS 6mm fillet weld to webs

1

1

2

2

7

3

4

8. 200 PFC

5

5

55

6

7

8

9. 12mm stiffener plate butt weld to PFC & 6mm fillet weld all around

9

9

PFC

8

9

8

7

DETAIL AS9SCALE 1 : 10

DETAIL BS9SCALE 1 : 10

DETAIL CS9SCALE 1 : 10

DETAIL DS9SCALE 1 : 10

FRAME DETAIL

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

S1217.01.17


LABASA.


VUNIMOLI ROAD


D.C.S

BA



16 dia bond beam bar weld to UB

150 / 200mm bond beam block 2.

UB column 3.

4.

NOTE:

Surface preparation and protective coatings for structural steel shall be in accordance with AS/NZS 2312:2002 for long term durability (10-15 years)

All Plate Shown In Drawing With 6mm Fillet Weld Using E48xx Weld Material

*

*

16 dia beam bar welded to UB5.

40

1

TYPICAL UB ENCASINGDETAIL - (PLAN VIEW)SCALE 1:10

40

4040

2

TYPICAL CONNECTION BETWEEN UB AND BEAM DETAIL SCALE 1 :10

300

(PLAN VIEW)

40 40 5

300

TYPICAL CONNECTION BETWEEN UB AND BLOCKWALL DETAIL SCALE 1 :10(PLAN VIEW)

40 40

12

4

TYPICAL UB ENCASING DETAIL SCALE 1:10

1

40

3

3

1

3

1. 6mm dia.rod weld @ 150 ctrs spiral ties around UB & SHS & encased in concrete

12mm thick m.s plate weld to 200 x 75mm PFC and drill for 4-16 dia dyna bolts

6.

2520

025

250

25 125 25

175

6

200 PFC BASEPLATE DETAILSCALE 1:5


LABASA.


VUNIMOLI ROAD

ROOF FRAMING PLANSCALE 1:175

A

B

C

D

E

636509542 3 6 1311107 8

6000 6000 6000 6000 6000 6000

12

5000 5000 28256000 6000

1

2825

250U

B X

25K

G

250U

B X

25K

G

250U

B X

25K

G

250U

B X

25K

G

250U

B X

25K

G

250U

B X

25K

G

200

PFC

200

PFC

200

PFC

200

PFC

200

PFC

200

PFC

250U

B X

25K

G25

0UB

X 2

5KG

200

PFC

200

PFC

250U

B X

25K

G25

0UB

X 2

5KG

200

PFC

200

PFC

250U

B X

25K

G25

0UB

X 2

5KG

200

PFC

200

PFC

250U

B X

25K

G25

0UB

X 2

5KG

200

PFC

200

PFC

250U

B X

25K

G25

0UB

X 2

5KG

200

PFC

200

PFC

250U

B X

25K

G25

0UB

X 2

5KG

200

PFC

200

PFC

250U

B X

25K

G25

0UB

X 2

5KG

200

PFC

200

PFC

200 PFC

200 PFC

200 PFC

200 PFC

200 P

FC

200 PFC

200 P

FC

200 PFC

200 PFC

200 PFC

roof overhang line

roof overhang line

roof

ove

rhan

g lin

e

roof

ove

rhan

g lin

e

100 x 100 x 6 SHS

100 x 100 x 6 SHS

100 x 100 x 6 SHS

100 x 100 x 6 SHS

100 x 100 x 6 SHS

100 x 100 x 6 SHS

C200 19 steel purlins @ 600 & 900 max. ctrs with 1 row of proprietry bridging


Ridge Line Ridge Line

Ridge Line

Ridge Line

Ridge Line

Ridge Line



75 x 75 x 6mm M.S angle brace (do not weld together)



FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

1800

C20

0 19

ste

el p

urlin

s @

600

max

. ctrs

C

200

19 s

teel

pur

lins

@ 6

00 m

ax. c

trs

C20

0 19

ste

el p

urlin

s @

900

max

. ctrs

1800C200 19 steel purlins @ 600 max. ctrs

1800C200 19 steel purlins @ 600 max. ctrs

roof

ove

rhan

g lin

e

roof

ove

rhan

g lin

e1

S14

2S14

2S14

1S14

3S14

4S14

5S15 6

S

CS16

AS16

BS16

5S15

BS16

ROOF FRAMING PLAN

PH.- 3400 287 , FAX. - 3400 185





:

:

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DRAWN

DATE

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S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

S1327.05.19


A.D.S/D.C.S

1800

1800

1800

C20

0 19

ste

el p

urlin

s @

600

max

. ctrs

C

200

19 s

teel

pur

lins

@ 9

00 m

ax. c

trs

100 x 100 x 6 SHS100 x 100 x 6 SHS100 x 100 x 6 SHS

ROOF TYPE :

SUPERDEK ( 0.48BMT )

ROOF FIXING

FIX ROOF WITH NO. 14 - 10 X 65MMHEX HEADED TYPE 17 SCREWS WITHSUPPORT WASHERS , E.P.D.M BLACKSPECIAL AT EVERY CREST

COLORBOND

250U

B X

25K

G25

0UB

X 2

5KG

200

PFC

200

PFC

FB

FB

FB

FB

BA


ROOF DETAILS

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

S1417.01.17


D.C.SFIJI FOOTBALL ASSOCIATION

LABASA.


VUNIMOLI ROAD BA



P 50 shadowline stopping angle allaround

25

2510

0

2525

25

50

150

25

2510

0

2525

25

50

150

12

22

2424

DETAIL 1A7SCALE 1 : 10

2

1

UB column encased in concrete

13

12

75 x 50mm timber framing @ 600 ctrs bothways

11

400 x 200 R C beam reinf. with 4 - 16 dia bars 10 dia ties at 200 ctrs

10

200mm conc. wall plastered & paintedfrom bothsides

9

12 dia. bars @ 400mm ctrs.7

6

5

UB framing refer roof framing plan for spacing

4

3

RPFL purlins. Refer roof framing plan for size & spacing.

2

6mm exterior ply board ceiling on 75 x 50mm timber framing @ 600 ctrs bothways

14

15

Selected bird proof grating over down pipe16

Ex. 100 x 25 eaves battern with 10mmgaps in between over aluminium fly screento be painted as per Architects instructions

17

Ex. 250 x 50mm fascia board18

Selected infill strip19

225 x 225 x 0.8mm Colorbond gutter strapped @ 450 ctrs.

100 dia. pvc downpipe allow to bracket to wall @ max. 1m ctrs

100 x 100 x 6mm SHS post. Surface preparation and protective coatings for structural steel shall be in accordance with AS/NZS 2312:2002 for long term durability (10-15 years)

Suitable timber packer peice26

6mm thick M.S cleat welded to PFC & drilled for 2-12 dia. bolts

24

1

1

1

2

2

2

Color - bond Ridge cap with flashguard

1 - 12 dia bar

6

3

13mm gib board wall on 75 x 50 timber framing

20

21

UBPFC

PFC

22

4

22

4

200 PFC22

5

6

Window as per schedule23

7

9

10

11

11

11

12

13

14

14

SHS

15

16

17

18

19

19

20

2014

21

23

0.6mm flashing on expose fascia boardends

25

25




26

RPFL Superdek color - bond roof cladding over Pink Batts Classic R 2.2 control blanket over Air-Cell GlareShield XL TM thermal insulation install as per manufacturers instruction

ROOF DETAILS

PH.- 3400 287 , FAX. - 3400 185





:

:

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S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

S1517.01.17



LABASA.


VUNIMOLI ROAD BA



Color - bond flashing with flashguard

Paintable silicone

6mm thick m.s plate 6mm full profile fillet weld to UB and drill for 4-12 dia bolt

UB column encased in concrete

13

12

75 x 50mm timber framing @ 600 ctrs bothways

11

10

200mm conc. wall plastered & paintedfrom bothsides

9

1 - 12 dia horizontal rods in bond beamin every 2nd course

8

12 dia. bars @ 400mm ctrs.7

6

5

UB framing refer roof framing plan for spacing

4

3


2

6mm hardiflex board ceiling on 75 x 50mm timber framing @ 600 ctrs bothways as per manufacturers specification

14

15

Ex. 100 x 25 eaves battern with 10mmgaps in between over aluminium fly screento be painted as per Architects instructions

17

Ex. 250 x 50mm fascia board18Selected infill strip19

200 x 50mm timber16

6mm thick M.S cleat welded to PFC & drilled for 2-12 dia. bolts

21

200 PFC20

75

5010

025

25

1017

5

750

2510

050

175

150

2510

12mm thick m.s plate weld to 200 x 75mm PFC and drill for 4-16 dia dyna bolts

6mm dia. @ 150 ctrs spiral ties around UB & encased in concrete

UB

UB

PFC

11 2

2

3

44

55

6

11

7

8

9

10

1

2

3

11

12 RPFL Superdek color - bond roof cladding over Pink Batts Classic R 2.2 control blanket over Air-Cell GlareShield XL TM thermal insulation install as per manufacturers instruction

1

14 14

1516

14

12 dia. vertical bars @ 400mm ctrs welded to UB

17

17

18

19

20

21



2520

025

250

25 125 25

175

13

ROOF BRACE DETAILS

PH.- 3400 287 , FAX. - 3400 185





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S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

S1617.01.17



LABASA.


VUNIMOLI ROAD BA


2510

050

175

150

25

150 150

SECTIONSCALE: 1 : 10

XS16X

S16

UB rafter

UB

SECTIONSCALE: 1 : 10

YS16

YS16

4

DETAIL CS13SCALE 1 : 10

1.

2.

6mm thick m.s plate 6mm full profile fillet weld to UB and drill for 4 -12 dia bolt


3.

132

UB portal refer frame detail4.

75 x 75 x 6mm M.S angle brace(do not weld together)

5.

5

10mm thick M.S plate welded to angle brace

6.

66mm full profile fillet welded all around to UB

7.

5

5

5

6

5

9.

9

6mm thick m.s plate 6mm full profile fillet weld to ub and drill for 12 dia bolt

50 x 50 x 6mm m.s angle brace bolted to m.s plate with 12 dia. bolt

10.

11.

100 x 100 x 6mm SHS

DETAILSCALE: 1 : 10

AS13

DETAILSCALE: 1 : 10

BS13


RPFL Superdek color - bond roof cladding over Pink Batts Classic R 2.2 control blanket over Air-Cell GlareShield XL TM thermal insulation install as per manufacturers instruction

75

75

25

2575

75

25

25

10

11