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Compliance cert Form 15 ENGINEERNG 56 Reserve St Pomona
STRUCTURAL STEEL WORK 10. THE CONTACT SURFACES OF A JOINT USING A TENSION BOLT 22. UNLESS OTHERWISE SPECIFIED, THE COATING SYSTEM FOR
1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE SHALL BE FREE FROM OIL, DIRT, LOOSE SCALE, RUST, BURRS, STEEL WORK AFTER FABRICATION SHALL BE AS FOLLOWS:
WITH CURRENT AS4100 STEEL STRUCTURES AND RELEVANT FINS AND OTHER DEFECTS TO ALLOW FOR A SOLID SEATING · ALL INTERIOR STEEL WORK TO BE PAINTED USING THE COATING
AUSTRALIAN STANDARDS. OF THE PARTS IN THE SNUG-TIGHT CONDITION. SYSTEM EHB4 EPOXY-HIGH BUILD OR EQUIVALENT COATINGS IN
2. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY 11. ALL BOLTS IN 8.8/TB AND 8.8/TF BOLTING CATEGORY SHALL ACCORDANCE WITH AS2312 AND APPLYING ONE COAT OF ZINC
TEMPORARY BRACING TO STABILIZE THE STUCTURE DURING BE INSTALLED AND TENSIONED USING THE PART-TURN RICH PRIMER TO 0.075mm DRY FILM THICKNESS (DFT) AND A TOP
THE CONSTRUCTION STAGES. METHOD OF TENSIONING AS PER AS4100 SECTION 15.2.5.2 OR A COAT OF HIGH BUILD EPOXY TO 0.2mm DFT.
3. A COMPLETE SET OF STEEL STRUCTURAL SHOP DRAWINGS DIRECT-TENSION INDICATION DEVICE IN ACCORDANCE WITH · ALL EXTERIOR STEEL WORK TO BE HOT-DIP GALVANIZED USING
SHALL BE SUBMITTED TO PEER ENGINEERS PTY. LTD. FOR A AS4100 SECTION 15.2.5.3 AND MANUFACTURER'S THE COATING SYSTEM HDG900 IN ACCORDANCE WITH AS2312.
STRUCTURAL REVIEW PRIOR TO THE COMMENCEMENT OF SPECIFICATIONS.
FABRICATION. WELD DESIGNATION
TIMBER FRAMED CONSTRUCTION
1. ALL TIMBER FRAMING SHALL COMPLY WITH:
4. THE CONTRACTOR SHALL PROVIDE ADDITIONAL CLEATS, 12. ALL WELDING SHALL COMPLY WITH AS/NZS 1554.1, AS/NZS
AS 1684 - RESIDENTIAL TIMBER FRAMED CONSTRUCTION AND
BOLTS AND ATTACHMENTS NECESSARY FOR FIXING 1554.2 OR AS/NZS 1554.4 AS APPROPRIATE.
AS 1720 - TIMBER STRUCTURES
ARCHITECTURAL AND OTHER ELEMENTS NOT SHOWN ON THE 13. UNLESS OTHERWISE NOTED,
2. ALL MANUFACTURED PRODUCTS USED IN THE CONSTRUCTION
STRUCTURAL DRAWINGS. · ALL WELDS SHALL BE MINIMUM 6MM CONTINUOUS FILLET
SHALL BE INSTALLED IN ACCORDANCE WITH THE
MATERIALS WELDS.
MANUFACTURERS SPECIFICATIONS AND GUARANTEE.
5. UNLESS OTHERWISE SPECIFIED, ALL STRUCTURAL STEEL, · ALL BUTT WELDS IF SPECIFIED ON THE DRAWINGS, SHALL BE
3. ALL TIMBER USED IN THIS CONSTRUCTION SHALL BE THE SIZE,
BEFORE FABRICATION, SHALL COMPLY WITH THE COMPLETE PENETRATION BUTT WELDS. THE DESIGN THROAT
TYPE AND STRESS GRADE SPECIFIED ON THESE DRAWINGS.
REQUIREMENTS OF THE FOLLOWING STANDARDS: THICKNESS OF A COMPLETE PENETRATION BUTT WELD SHALL
ALTERNATIVE DESIGNS SHALL BE SUBMITTED TO AND
TENSILE STRENGTH BE THE THICKNESS OF THE THINNER PART / PLATE.
STEEL STANDARD FORM GRADE (MIN.)
(MPa) APPROVED BY PEER ENGINEERS PTY. LTD. PRIOR TO
· ALL WELDS SHALL BE SP (STRUCTURAL PURPOSES) CATEGORY.
HOLLOW SECTIONS
CONSTRUCTION.
AS/NZS 1163 C350 430 · MANUAL METAL ARC ELECTRODE SHALL BE E48XX OR W50X
(CHS, SHS & RHS 4. SUITABLY TREAT ALL TIMBER USED IN THIS CONSTRUCTION
WITH THE NONIMAL TENSILE STRENGTH OF WELD METAL OF
HOT ROLLED AGAINST TERMITE, INSECT AND FUNGAL ATTACK, AS
480MPA
AS/NZS 3679.1 SECTIONS (UB, UC, 300 440 APPLICABLE. EXTERNAL TIMBER ELEMENT EXPOSED TO
14. ALL WELDS SHALL BE MADE IN THE SHOP. WELDING SHALL
PFC, EA & UA) WEATHERING SHALL BE TREATED TO H3 LEVEL OR EQUAL TO
NOT BE CARRIED OUT WHEN THE WELDING SURFACES ARE WET
HT ROLLED BARS ENSURE DURABILITY. WHERE EXPOSED DIRECTLY TO THE SUN,
AS/NZS 3679.1 (ROUNDS, SQUARES 300 440
OR DURING PERIODS OF HIGH WINDS, UNLESS THE WELDER AND
FURTHER PROTECTION WITH A GOOD QUALITY PAINT SYSTEM
& FLATS) THE WORK ARE PROPERLY PROTECTED. WELDS AT THE SITE
IS REQUIRED.
WELDED SECTIONS SHALL BE APPROVED BY PEER ENGINEERS PTY. LTD.
AS/NZS 3679.2 300 430 5. THE MAXIMUM MOISTURE CONTENT ANYWHERE WITHIN
(WB, WC) 15. ALL WELDS SHALL BE INSPECTED BY A QUALIFIED AND
SEASONED TIMBER SHALL NOT EXCEED 15 %.
PLATES & FLOOR EXPERIENCED WELDING PERSONEL IN ACCORDANCE TO AS1554.
AS/NZS 3678 250 410 6. HOT DIP GALVANIZED FIXINGS SHALL BE USED WITHIN 500M OF
PLATES FOR SP WELDING CATEGORY, THE EXTENT OF
AREAS EXPOSED TO SALT WINDS, EXPOSED TO WEATHER AND
6. SUBSTITUTION OF STEEL GRADES AND ALTERNATIVE NON-DESTRUCTIVE EXAMINATION TO DETERMINE THE LEVEL
/ OR USED TO AFFIX CCA TREATED TIMBER.
MATERIALS SHALL NOT BE PERMITTED WITH THE APPROVAL OF WELD QUALITY SHALL CONFORM TO THE FOLLOWING:
MAGNETIC
7. HOLES DRILLED IN TIMBER FOR BOLTED FASTENERS SHALL BE
OF PEER ENGINEERS PTY. LTD. VISUAL ULTRASONIC FOR
VISUAL SCANNING PARTICLE OVERSIZED 2MM FOR BOLTS UP TO AND INCLUDING 16MM
BOLT DESIGNATION EXAMINATION BUTT WELDS
EXAMINATION DIAMETER AND OVERSIZED 3MM FOR BOLTS 20MM AND
7. BOLTS AND BOLTING CATEGORY SHALL COMPLY WITH THE
WHERE MIN. PLATES' LARGER. WASHERS SIZED IN ACCORDANCE WITH TABLE 4.11 OF
FOLLOWING: 100% OF WELDS 50% OF WELDS NIL THICKNESS = 20mm, AS 1720.1 SHALL BE FITTED AGAINST ALL TIMBER FACES.
TENSILE 10% OF BUTT WELDS
BOLTING BOLT BOLT
METHOD OF TENSIONING STRENGTH 16. UNLESS STATED OTHERWISE, ALL CLEATS, GUSSET PLATES & 8. UNLESS DETAILED OTHERWISE TIMBER MEMBERS SHALL BE
CATEGORY STANDARD GRADE FIXED WITH NOMINAL NAILS IN ACCORDANCE WITH AS1684.
(MPa)
BRACKETS SHALL BE 10mm THICK.
4.6/S AS/NZS 1111 4.6 SNUG TIGHT 400 17. ALL HOLLOW SECTIONS SHALL BE SEALED BY 6MM END
8.8/S AS/NZS 1252 8.8 SNUG TIGHT 830 PLATES WITH 6mm CONTINUOUS FILLET WELDS UNLESS NOTED
8.8/TB AS/NZS 1252 8.8 FULL TENSIONING 830 OTHERWISE.
FULL TENSIONING 18. SHOP SPLICE DETAILS AND LOCATIONS OF STRUCTURAL
8.8/TF AS/NZS 1252 8.8 830
(NON-SLIP FASTENERS) MEMBERS THAT ARE NOT SHOWN ON DRAWINGS SHALL BE
8. UNLESS NOTED OTHERWISE, APPROVED BY PEER ENGINEERS PTY. LTD.
· ALL BOLTS SHALL BE HOT-DIP GALVANISED HIGH STRENGTH 19. THE FABRICATION AND ERECTION OF THE STRUCTURAL STEEL
STEEL BOLTS, M20 NOMINAL DIAMTER WITH 8.8/S BOLTING WORK SHALL BE SUPERVISED BY PEER ENGINEERS PTY. LTD.
CATEGORY TO AS/NZS 1252. STEEL WORK SHALL BE FABRICATED AND ERECTED IN
· ALL ASSOCIATED NUTS SHALL BE HOT-DIP GALVANIZED HIGH ACCORDANCE WITH AS4100 SECTIONS 14 &15 AND RELEVANT
STRENGTH STEEL NUTS FOR STRUCTURAL ENGINEERING TO AUSTRALIA STANDARDS.
AS/NZS 1252. 20. UNLESS OTHERWISE NOTED, STEELWORK TO BE ENCASED IN
· ALL ASSOCIATED WASHERS SHALL BE HOT-DIP GALVANIZED CONCRETE SHALL NOT BE PAINTED.
HARDENED AND TEMPERED STEEL WASHERS FOR 21. ALL STRUCTURAL STEEL WORK NOT ENCASED IN CONCRETE
STRUCTURAL ENGINEERING TO AS/NZS 1252. SHALL BE PROTECTED BY A COATING SYSTEM. ALL STEEL
9. HOLE SIZES SHALL BE 2MM LARGER THAN THE NOMINAL BOLT SURFACES SHALL BE ABRASIVE BLAST CLEANED TO CLASS
DIAMTER. OVERSIZE AND SLOTTED HOLES ARE NOT SA 2 1/2 BEFORE COATING IN ACCORDANCE WITH AS1627.4.
PERMITTED WITHOUT APPROVAL FROM THE ENGINEER. THE THE PROCEDURE FOR ABRASIVE BLAST CLEANING SHALL BE
HOLE DIAMETER
DO NOT SCALE FROM DRAWING
IN A BASE PLATE SHALL NOT BE MORE THAN CARRIED OUT BY SUITABLY TRAINED AND SUPERVISED
6MMARE
ALL SCALES GREATER THAN THE ANCHOR BOLT DIAMTER.
AS SHOWN (A3) PERSONEL.
REV. DESCRIPTION DATE INIT. CONTACT DETAILS CLIENT PROJECT TITLE DRAWN DESIGNED DATE
A PRELIMINARY ISSUE 22.08.22 C.Y. EMAIL [email protected]
C.Y. C.Y. AUG 2022
CHECKED APPROVED
B PRELIMINARY ISSUE 29.08.22 C.Y. WEB www.peerce.com.au
PROPOSED NEW DWELLING GENERAL STRUCTURAL N.Z.
0 FOR CONSTRUCTION 30.08.22 C.Y. MOBILE 0425 885 440
LEIF O'BRIEN
POST PO BOX 5296 56 RESERVE STREET, NOTES (SHEET 3) DRAWING No. REV.
ALGESTER, QLD 4115
POMONA QLD 4568 PCE2211 - S03 0
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