10/0662 - Additional information for new application [As Published] · 142010.662

 

G1

” GENERAL NOTES

 

THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL $1
AND OTHER CONSULTANTS DRAWINGS, THE SPECIFICATIONS AND WITH SUCH

OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF

THE CONTRACT.

STRUCTURAL STEELWORK NOTES

ALL MATERIALS, WORKMANSHIP, FABRICATION AND ERECTION SHALL

S14

COMPLY WITH THE REQUIREMENTS OF AS4100, AS1538, AS1554 EXCEPT

WHERE VARIED BY CONTRACT DOCUMENTS.

LIVE LOADS

G2 ANY DISCREPANCY ON THE DRAWINGS OR BETWEEN THE DRAWINGS AND/OR
THE SPECIFICATION AND/OR THE SPECIFIED AUS STANDARD SHALL BE
REFERRED TO THE ENGINEER AND A WRITTEN INSTRUCTION RECEIVED PRIOR TO
PROCEEDING WITH THE WORK. DURING TENDERING THE TENDER SHALL ASSUME
THE LARGER/GREATER CRITERIA IN TERMS OF COST IN THE ABSENCE OF OTHER
INSTRUCTIONS.

G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE CURRENT A S. CODES, INCLUDING ALL AMENDMENTS,
AND THE BY-LAWS AND ORDINANCES OF THE RELEVANT BUILDING AUTHORITY,
EXCEPT WHERE VARIED BY THE PROJECT SPECIFICATION.

G4 ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE
VERIFIED ON SITE BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION
ARE COMMENCED. THE ENGINEERS DRAWINGS ARE NOT TO BE SCALED. NO
RESPONSIBILITY WILL BE TAKEN BY THE ENGINEER FOR DIMENSIONS OBTAINED BY
SCALING THE DRAWINGS. ALL DIMENSIONS ARE IN mm UNLESS SHOWN OTHERWISE

GS SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER AND BE INCLUDED IN ANY
TENDER..

G6 DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING THE STRUCTURE IN A STABLE CONDITION; ENSURING NO PART
SHALL BE OVER-STRESSED DURING CONSTRUCTION ACTIVITIES.

G7 THE STRUCTURAL DRAWINGS DO NOT SHOW ALL DETAILS OF FIXTURES, INSERTS,
SLEEVES, OPENINGS, ETC. REQUIRED BY THE VARIOUS TRADES. ALL SUCH DETAILS,

INCLUDING OPENINGS FOR CONSTRUCTION PURPOSES, MUST BE APPROVED BY THE
ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.

G8 INORDER TO COMPLY WITH BUILDING CODE & TO OBTAIN BUILDING APPROVAL
SOME OF THE FOLLOWING INSPECTIONS WILL BE REQUIRED (DEPENDING ON SCOPE).

FOOTINGS, PAD FOOTINGS, BORED PIERS - PRIOR TO POUR,
SLAB - PRIOR TO POUR, CHECK STEEL & FORMWORK.

RETAINING WALLS & FIRE WALLS - FOOTING PRIOR TO POUR & STEEL IN CAVITY.

STEELWORK & PORTALS - CONNECTIONS MUST BE VISIBLE.
FRAME - INCLUDING BRACING & TIE DOWN, PRIOR TO CLADDING, PLASTER.
RENOVATIONS - BEAMS ETC INSTALLED AND TIED DOWN, FIXINGS VISIBLE.

G9 THE STRUCTURE SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED FOR THE
FOLLOWING DESIGN LOADS:

DEAD LOADS

TIM. FLOORS 1.1kPa (INCLUDES SERVICES & PARTITIONS)
TILE ROOF = 0.9kPa

SHEET ROOF 0.5kPa

FLOORS 1.SkPa

BALCONIES 3.0kPa

STAIRS 2.0kPa

CAR PARKS 2.5kPa

SPA BATHS 10.0kPa

NON TRAFFICABLE ROOFS IN ACCORDANCE WITH AS1170.1, SECTION 4.8.1 (0.25 kPa MIN.)
DESIGN WIND SPEED FOR COMMERCIAL JOBS ARE CALCULATED USING THE FOLLOWING:

$2 UNLESS SHOWN OTHERWISE, ALL STEEL SHALL BE IN ACCORDANCE WITH

AS3679 GRADE 300. ALL STEEL HOLLOW SECTIONS SHALL BE GRADE
350 IN ACCORDANCE WITH AS1163.

ALL PRESSED METAL PURLINS AND GIRTS SHALL BE GRADE 450 STEEL

IN ACCORDANCE WITH AS1538

$15

$3 UNLESS SHOWN OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL

BE IN ACCORDANCE WITH THE FOLLOWING MINIMUM REQUIREMENTS:

S16

{i) ALL WELDS SHALL BE 6MM CONTINUOUS FILLET WELDS ALL ROUND.

OR BUTT WELDS TO BE COMPLETE PENETRATION BUTT WELDS.
(ii) ALL BOLTS SHALL BE M20 - 8.8/S, WITH A MINIMUM OF 2
BOLTS PER CONNECTION:
PURLIN BOLTS TO BE M12 ~ 8.8/S WITH A MINIMUM OF 2 BOLTS
PER PURLIN END
iii) ALL GUSSET AND CLEAT PLATES SHALL BE 10mm THICK. UNO.
{iv) ALL CAP PLATES SHALL BE 12mm THICK. UNO.
(v) ALL BASE PLATES SHALL BE 20mm THICK. UNO.

$4 BOLT DESIGNATION:

4.6/5 REFERS TO COMMERCIAL BOLTS OF STRENGTH GRADE 4.6 TO
AS1111 TIGHTENED TO A SNUG TIGHT CONDITION.

8.8/5 REFERS TO HIGH STRENGTH STRUCTURAL BOLTS OF GRADE 8.8

TO AS1252 TIGHTENED TO A SNUG TIGHT CONDITION.

8.8/TB REFERS TO HIGH STRENGTH STRUCTURAL BOLTS OF GRADE 8
TO AS1252 FULLY TENSIONED TO AS4100 AS A BEARING JOINT.

8.8/TF REFERS TO HIGH STRENGTH STRUCTURAL BOLTS OF GRADE 8
TO AS1252 FULLY TENSIONED TO AS4100 AS A FRICTION JOINT.

SS HIGH STRENGTH BOLTED JOINTS SHALL BE IN ACCORDANCE WITH AS4100.

THE SPECIFIED BOLT TENSION SHALL BE OBTAINED BY USE OF THE
"PART TURN” METHOD OF TIGHTENING.

S6 ALL BOLTS, NUTS AND WASHERS SHALL BE HOT DIP GALVANISED.

57 ALL WELDS SHALL BE SP (SPECIAL PURPOSE) IN ACCORDANCE WITH
AS1554, ALL BUTT WELDS SHALL BE FULL STRENGTH COMPLETE
PENETRATION WELDS. ALL ELECTRODES SHALL BE CLASS E48.

$8 SUBSTITUTIONS FOR STEEL SECTIONS SHOWN ON DRAWINGS SHALL NOT

BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER.

59 ALL STEELWORK BELOW GROUND OR FINISHED SURFACE LEVEL IS T0
BE ENCASED IN 75mm MIN. CONCRETE ALL ROUND.

$10 ALL STEELWORK, EXCEPT THAT WHICH !S TO BE CONCRETE ENCASED,

FIRE SPRAYED OR CONTACT SURFACES OF FRICTION TYPE JOINTS,

SHALL BE SURFACE CLEANED ANO PAINTED IN ACCORDANCE WITH THE

SPECIFICATION.

Si STEELWORK THAT IS CONCRETE ENCASED, FIRE SPRAYED OR
FACING SURFACES OF FRICTION TYPE JOINTS SHALL BE LEFT
UNPAINTED AND FREE FROM SCALE.

$12 THE CONTRACTOR SHALL PROVIDE ALL CLEATS AND ORILL ALL HOLES

St?

S18

PROTECTIVE COATINGS FOR STEELWORK

|

|

THE FABRICATION AND ERECTION OF THE STRUCTURAL STEELWORK

SHALL BE SUPERVISED BY QUALIFIED PERSONNEL EXPERIENCED IN

SUCH SUPERVISION TO ENSURE THAT ALL REQUIREMENTS OF THE DESIGN
ARE MET, DETAILS OF ERECTION SEQUENCE SHALL BE SUBMITTED TO

THE DESIGN ENGINEER FOR REVIEW PRIOR TO COMMENCEMENT OF ERECTION.
THE APPROVED ERECTION SEQUENCE SHALL NOT BE VARIED DURING THE
ERECTION PROCESS WITHOUT THE APPROVAL OF THE DESIGN ENGINEER.

CAMBERS i
ALL RAFTERS AND BEAMS OVER 6000mm IN LENGTH SHALL BE CAMBERED

Smm FOR EVERY po00mm OF LENGTH UNLESS NOTED OTHERWISE ON DWGS.
FOUR SETS OF STEELWORK SHOP DETAIL DRAWINGS SHALL BE SUBMITTED

TO ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF ANY FABRICATION.
THE APPROVAL SHALL NOT COVER LAYOUT AND MEMBER DIMENSIONS.

CONCRETE ENCASED STRUCTURAL STEELWORK TO BE ENCLOSED BY F41
MESH PLACED CENTRALLY WITHIN THE ENCASEMENT. CONCRETE ENCASING
TO BE 50mm MIN, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

PROVIDE HOOK BOLTS TO PURLIN ADJACENT TO BRACING MID POINTS
TO CONTROL BRACE SAG.

 

 

 

 

 

 

 

 

 

 

 

 

 

ENVIRONMENT | LOCATION MINIMUM PROTECTIVE COATING
LINTELS IN
GENERAL STRUCTURAL STEEL MEMBERS MASONRY
MODERATE INTERNAL NO PROTECTION REQUIRED
MORE THAN thm OPTION 1. 2 COATS ALKYO PRIMER
8 FROM BREAKING SURF OPTION 2. 2 COATS ALKYD GLOSS
, OR MORE THAN 100m OPTION 3. HOT DIP GALVANISE 300g/m?min.
FROM SALT WATER | ere RN AL | OPTION 4, HOT DIP GALVANISE 100g/m?min. plus
NOT SUBJECT TO
8 (a) 1 COAT SOLVENT BASED
BREAKING SURF VINYL PRIMER
OR NON-HEAVY
INDUSTRIAL AREA OR {b) 1 COAT VINYL GLOSS OR ALKYD
SEVERE  |OPTION 4, 2 COATS ALKYD PRIMER
WITHIN tkm FROM INTERNAL OPTION 2, 2 COATS ALKYD GLOSS
SRN ode OPTION 1. INORGANIC ZINC PRIMER PLUS 2 COATS | HOT DIP
OF SALT WATER VINYL GLOSS FINISHING COATS GALVANISE
NOT SUBJECT TO OPTION 2, HOT DIP GALVANISE 300g/m°min. 600g/m?
BREAKING SURF | EXTERNAL | 9PTION 3, HOT DIP GALVANISE 100g/m?min, plus
OR HEAVY (a] 2 COATS SOLVENT BASED
INDUSTRIAL AREA] VINYL PRIMER
4 OR (b} 2 COATS VINYL GLOSS OR ALKYD
t
NOTES: i

1. HEAVY INDUSTRIAL AREAS MEANS INDUSTRIAL ENVIRONMENTS AROUND MAJOR
INDUSTRIAL COMPLEXES, THERE ARE ONLY A FEW SUCH REGIONS IN AUSTRALIA
LIKE NEWCASTLE OR PORT PIRIE.

2. THE OUTER LEAF AND CAVITY OF AN EXTERNAL MASONRY WALL OF A BUILDING,
INCLUDING WALLS UNDER OPEN CARPORTS ARE CONSIDERED TO BE EXTERNAL
ENVIRONMENTS. A PART OF AN INTERNAL LEAF OF AN EXTERNAL MASONRY
WALL WHICH IS LOCATED IN THE ROOF SPACE IS CONSIDERED AN INTERNAL
ENVIRONMENT. i

3, WHERE A PAINT FINISH IS APPLIED THE SURFACE OF THE STEELWORK MUST BE
CLEANED TO REMOVE ANY RUST IMMEDIATLY PRIOR TO PAINTING.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Vr= 61 m/

Md= 10. . NECESSARY FOR FIXING STEEL, TIMBER AND OTHER ELEMENTS 10 4. ALL ZINC COATINGS (INCLUDING ORGANIC ZINC) REQUIRE A BARRIER COAT TO

Meats (O83 STEEL WHETHER OR NOT DETAILED ON THE STRUCTURAL DRAWINGS, STOP CONVENTIONAL DOMESTIC ENAMELS FROM PEELING.

Ms= 1.0 S13. COLUMNS AND MULLIONS SHALL HAVE THEIR BASE PLATES FULLY S. REFER TO THE PAINT MANUFACTURER WHERE DECORATIVE FINISHES ARE

Mt= 1.0 GROUTED IN ACCORDANCE WITH THE SPECIFICATIONS AFTER PLUMBING REQUIRED ON TOP OF THE MINIMUM COATING SPECIFIED IN THE TABLE FOR

EOR RESIDENTIAL JOBS DESIGN WIND RATING IS GIVEN ON WALL BRACING PLAN AND LEVELING ON NEOPRENE PACKERS. PROTECTION OF THE STEEL AGAINST CORROSION.
ISSUE ISSUE DESCRIPTION DATE | DRAWN | APPROVED [DE: 4 VEC CLIENT: DRAWING TITLE:
0 | ISSUE FOR CONSTRUCTION a SSS KH os os _ - vo STA CONSULTING N,R&C TOKOVIC GENERAL AND STEEL NOTES
CKECKED: KM. SCALE: 4100 ENGINEERS (G.C.)
~ =} Orns draxing remain the copyright on ACN 129 448.442 . PROC ~ —_— ~~

° ‘onsulting Engineers Pty. Ltd. UNIT 1/486 SCOTTSDALE DRIVE
cee ere en VARSITY LAKES QLD 4227 CONSULTING |LOT 13 GRANT STREET a x a
mentioned company. PHONE: (07) 55221995 _ FAX:(07) 5522 1776 ENGINEERS |NOOSAHEADS CE 98868-G $01 1 4/0