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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
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int
saw
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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
n jo
int
saw
n jo
int
saw
n jo
int
saw
n jo
int
saw
n jo
int
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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saw
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saw
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saw
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saw
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saw
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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
TENDER ISSUE03.06.19
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
S1NOTES DATEREV. 17-001
FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
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
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.
FW-4
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
S2NOTES DATEREV. 17-001
PART OF ENLARGEDFOUNDATION PLAN - 'A'
KEY:
- INDICATES FLOOR DROP
FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
FW-9
TENDER ISSUE03.06.19
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
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.
FW-6
PART OF ENLARGEDFOUNDATION PLAN - 'B'
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
S327.05.19
NOTES DATEREV.
A.D.S/D.C
17-001
PART OF ENLARGED FOUNDATION PLAN - 'B'SCALE 1:100
KEY:
- INDICATES FLOOR DROP
FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
P3
P3
P2
P3
P2
TENDER ISSUE03.06.19
BA
PAD DETAILS
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
S416.01.17
NOTES DATEREV.
D.C
17-001FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD BA
TENDER ISSUE03.06.19
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
base platerefer detail
10 mm dry pack mortar
well compactedfill
900
MIN
.
12 dia bars at 150 ctrsbothways with 75mmcover from bottom
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
PAD ELEVATION - P1SCALE 1:20
PAD PLAN - P1SCALE 1:20
300
900 x 900
3S5
100
2-20 Ø 'U' boltscast 300mm intocolumn
250UB 25KG
665 mesh
base platerefer detail
10 mm dry pack mortar
well compactedfill
900
MIN
.
12 dia bars at 150 ctrsbothways with 75mmcover from bottom
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
PAD ELEVATION - P3SCALE 1:20
PAD PLAN - P3SCALE 1:20
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
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
S516.01.17
NOTES DATEREV.
D.C
17-001FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD BA
TENDER ISSUE03.06.19
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
min. 0.006mm blackpolythene d.p.c. on50mm sand blinding& 100mm hardcore fill
100
1-12 dia bar
200mm thick solid blockwall plastered & painted bothsides
well compactedfill GL.
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
min. 0.006mm blackpolythene d.p.c. on50mm sand blinding& 100mm hardcore fill
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
200mm thick solid blockwall plastered & painted bothsides
well compactedfill GL.
100
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
min. 0.006mm blackpolythene d.p.c. on50mm sand blinding& 100mm hardcore fill
FW-3SCALE 1:20
1-12 dia horiz. barsin bond blocks atevery 2nd course
1-12 dia verticalbars at 400 ctrs
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
min. 0.006mm blackpolythene d.p.c. on50mm sand blinding& 100mm hardcore fill
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
STUB COLUMN SECTIONSCALE 1:10
2S4
350
4040
40
350
40
50
250
5050
250
50
4-16 dia bars 10 dia ties @200 mm ctrs
250 UB BASE PLATE DETAILSCALE 1:10
40
350
40
250
4040
4-20 dia bars 10 dia ties @200 mm ctrs
STUB COLUMN SECTIONSCALE 1:10
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
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
S616.01.17
NOTES DATEREV.
D.C
17-001FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD BA
TENDER ISSUE03.06.19
NOTE:ALL BLOCKWORK TOBE FULLY GROUTED
1-12 dia horiz. barsin bond blocks atevery 2nd course
1-12 dia verticalbars at 400 ctrs
665 mesh
200
1-12 dia bar
150mm thick solid blockwall plastered& painted bothsides
well compactedfill
400
MIN
.
45010
0
GL.
floor drop
3-12 dia bars 10 dia ties at200 mm ctrs
min. 0.006mm blackpolythene d.p.c. on50mm sand blinding& 100mm hardcore fill
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.
3-12 dia bars10 dia ties at200 mm ctrs
min. 0.006mm blackpolythene d.p.c. on50mm sand blinding& 100mm hardcore fill
1-12 dia verticalbars at 400 ctrs
200 mmblockwall
FW-8SCALE 1:20
lap 300 min.onto 665 mesh
250
300
min. 0.006mm blackpolythene d.p.c. on50mm sand blinding& 100mm hardcore fill
1-10 dia bar at every 600 ctrs
2-6 dia bar ontop of every 3rdrow block
100mm thick solid blockwall plastered& painted bothsides
665 mesh 30mm cover from top
3-12 dia bar andR10 ties at 200 ctrs
FW-6SCALE 1:20
1-12 dia horiz. barsin bond blocks atevery 2nd course
1-12 dia verticalbars at 400 ctrs
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
min. 0.006mm blackpolythene d.p.c. on50mm sand blinding& 100mm hardcore fill
FW-9SCALE 1:20
100mm wide x 50mm deep spoon drain
Fall
1-10 dia bar at every 600 ctrs
100mm thick solid blockwall plastered& painted bothsides
665 mesh 30mm cover from top
min. 0.006mm blackpolythene d.p.c. on50mm sand blinding& 100mm hardcore fill
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
min. 0.006mm blackpolythene d.p.c. on50mm sand blinding& 100mm hardcore 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
min. 0.006mm blackpolythene d.p.c. on50mm sand blinding& 100mm hardcore fill
40
Ø10 P.E.Fbacking rod
100
TYP. LINTEL BEAM &STRUCTURAL DETAILS
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
S716.01.17
NOTES DATEREV.
D.C
17-001FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD BA
TENDER ISSUE03.06.19
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
600 min lap ifstarter required
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
NOTE:ALL BLOCKWORK TOBE FULLY GROUTED
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-
600 min lap ifstarter required
1-12 dia bar at every 400 ctrs
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
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
S830.05.19
NOTES DATEREV.
S.N/D.C
17-001FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD BA
TENDER ISSUE03.06.19
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
6mm dia. @ 150 ctrsspiral ties around UB& encased in concrete
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
6mm dia. @ 150 ctrsspiral ties around UB& encased in concrete
Lintel Beam
1800
purlin cleats @
600mm ctrs
1800
FB
FB
FBpurlin cleats @600mm ctrs
purlin cleats @ 900mm ctrs
1800
purlin cleats @600mm ctrs1800
purlin cleats @
600mm ctrs
purlin cleats @ 900mm ctrs
1800
purlin cleats @
600mm ctrs
1800
purlin cleats @600mm ctrs
purlin cleats @ 900mm ctrs
1800
purlin cleats @600mm ctrs1800
FRAME ELEVATIONS
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
S930.05.19
NOTES DATEREV.
S.N/D.C
17-001FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD BA
TENDER ISSUE03.06.19
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
purlin cleats @ 900mm ctrs
1800
purlin cleats @
600mm ctrs
1800
purlin cleats @600mm ctrs
purlin cleats @ 900mm ctrs
1800
purlin cleats @600mm ctrs1800
1800purlin cleats @
600mm ctrs
310U
B 4
0KG
FRAME ELEVATIONS
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
S1030.05.19
NOTES DATEREV.
S.N/D.C
17-001FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD BA
TENDER ISSUE03.06.19
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
6mm dia. @ 150 ctrsspiral ties around UB& encased in concrete
6mm dia. @ 150 ctrsspiral ties around UB& encased in concrete
15.0º
purlin cleats @600mm ctrs1800
6000
310U
B 4
0KG
400 x 200mm RC Beam
Door Void
Lintel Beam
FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
FRAME DETAIL
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
S1117.01.17
NOTES DATEREV. 17-001
D.C.S
BA
TENDER ISSUE03.06.19
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
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
S1217.01.17
FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
NOTES DATEREV. 17-001
D.C.S
BA
TENDER ISSUE03.06.19
KEY NUMBER REFERENCE:
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
FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
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
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
C200 19 steel purlins @ 600 & 900 max. ctrs with 1 row of proprietry bridging
C200 19 steel purlins @ 600 & 900 max. ctrs with 1 row of proprietry bridging
75 x 75 x 6mm M.S angle brace (do not weld together)
75 x 75 x 6mm M.S angle brace (do not weld together)
75 x 75 x 6mm M.S angle brace (do not weld together)
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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
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
S1327.05.19
NOTES DATEREV. 17-001
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
TENDER ISSUE03.06.19
ROOF DETAILS
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
S1417.01.17
NOTES DATEREV. 17-001
D.C.SFIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD BA
TENDER ISSUE03.06.19
KEY NUMBER REFERENCE:
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
DETAIL 2A7SCALE 1 : 10
DETAIL 3A13SCALE 1 : 10
DETAIL 4A7SCALE 1 : 10
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
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
S1517.01.17
NOTES DATEREV. 17-001
D.C.SFIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD BA
TENDER ISSUE03.06.19
KEY NUMBER REFERENCE:
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
RPFL purlins. Refer roof framing plan for size & spacing.
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
DETAIL 5A8SCALE 1 : 10
DETAIL 6A8SCALE 1 : 10
2520
025
250
25 125 25
175
13
ROOF BRACE DETAILS
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
S1617.01.17
NOTES DATEREV. 17-001
D.C.SFIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD BA
TENDER ISSUE03.06.19
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
KEY NUMBER REFERENCE:
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 purlins. Refer roof framing plan for size & spacing.
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