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Operational Works Application - DA Form 1 & Plans - 31 Edward St, Noosaville
Plans and drawings: the text below has words only, no drawings.
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DRAWING SIZE - A2
GENERAL : TIMBER :
I. DO NOT SCALE FROM THIS DRAWING. 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS1720 AND AS1684.
2 ALL DIMENSIONS IN MILLIMETERS 2. ALL TIMBER FRAMING AND MINIMUM SIZES UNLESS INDICATED ON THESE DRAWINGS SHALL
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. BE IN ACCORDANCE WTH N3 TIMBER FRAMING MANUAL
4. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND THE ARCHITECTURAL DRAWINGS ARE 3. ALL TIMBER UNLESS NOTED OTHERWISE SHALL BE SEASONED.
TO BE REFERRED TO THE ENGINEER IMMEDIATELY. 4. ALL TIMBER STORED ON SITE SHALL BE STACKED CLEAR OF THE GROUND AND SHALL BE
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES VMTHIN AND ADJACENT PROTECTED FROM THE WEATHER. FURTHER, ALL TIMBER EXPOSED DURING THE CONSTRUCTION
THE ALLOTMENT AND SHALL ENSURE THAT AL NEW WORKS ARE IN ACCORDANCE WITH THE PERIOD TO HAVE MINIMUM H2 TREATMENT, OR BE FULLY COVERED TO PROTECT AGAINST
ATTACHED CRITICAL DEPTH UNE DIAGRAM. MOISTURE, U.N.O.
6. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WTH THE SPECIFICATIONS AND 5. ALL BOLTED CONNECTIONS SHALL HA\£ 80mm MIN. END CLEARANCE AND BE FITTED WHH
REQUIREMENTS OF SCG CONSULTING ENGINEERS SITE INVESTIGATION & FOOTING REPORT. GALVANIZED MILD STEEL WASHERS.
(NO.15288(S)) 6. TEMPORARY BRACING AND SUPPORT IS TO BE PROVIDED THROUGHOUT THE CONSTRUCTION
7. PROTECTION AGAINST SUB-TERRAINIAN TERMITES IS TO BE IN ACCORDANCE WITH THE PERIOD UNTIL SUCH STAGE THAT ALL MEMBERS ARE INSTALLED AND CONNECTED IN
ARCHITECTS DETAILS. ACCORDANCE WITH DETAILS PROVIDED.
a AL EXCAVATIONS ARE TO REMAIN DRY AND FREE OF AL LOOSE MATERIAL PRIOR TO THE 7. ALL TIMBER SHALL BE APPROPRIATELY PROTECTED FROM INSECT AND/OR MOISTURE
PLACEMENT OF CONCRETE. ATTACK AT LEAST TO THE PROVISION OF THE BUILDING CODE OF AUSTRALIA AND AS3660 -
9. WHERE COMPACTED F1L IS NOTED ON THIS AND ASSOCIATED PLANS, COMPACTION TO PROTECTION FROM SUB-TERRANEAN TERMITES.
ACHIEVE 98% MINIMUM DENSITY RATIO TO BE ACHIEVED FOR COHESIVE (CLAY) SOILS AND 65% 8. PRE-FABRICATED ROOF TRUSSES ARE TO BE DESIGNED AND MANUFACTURED BY A
MINIMUM DENSITY INDEX FOR COHESIONLESS (SANDY) SOILS. IN ACCORDANCE WTH SPECIALIST CONTRACTOR. TRUSSES TO BE BRACED IN ACCORDANCE WITH THE MANUFACTURERS
AS3798-2007. REQUIREMENTS.
10. UNLESS NOTED OTHERWISE A MINIMUM BEARING CAPACITY OF lOOkPA SHOULD BE 9. FLOOR JOISTS EXCEEDING 150mm IN DEPTH SHALL HAVE SOUD BLOCKING ALONG THE UNE
ACHIEVED WITHIN COMPLETED FILLING. COMPACTION AND BEARING CAPACITY TEST RESULTS OF ALL SUPPORTS AND AT MID SPAN FOR ALL SPANS EXCEEDING 3.0m AND AT 1/3 POINTS
MUST BE PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL PRIOR TO WORKS FOR SPANS EXCEEDING 4.2m.
PROCEEDING. 10. AL FRAMING ANCHORS, FIXING PLATES, NAIUNG PLATES, JOIST HANGERS TO BE
II. CHEMSET OR EPOXY BOLTING TO CONCRETE OR BLOCK WORK MEMBERS NOMINATED ON THE GALVANISED MINIMUM OR STAINLESS STEEL MIERE CONSTRUCTION WITHIN 20 km RADIUS OF
ATTACHED PLANS ARE TO UTILISE RAMSET CHEMSET INJECTION 800 SERIES OR EQUALY OPEN COASTAL AREAS
APPROVED. AL WORK TO BE IN STRICT ACCORDANCE WflTH THE MANUFACTURERS 11. GANG-NAILED SPUCE PLATES NOT PERMITTED FOR EXTERIOR TIMBER BEAMS.
REQUIREMENTS. 12 AL DETAIUNG OF GLUE LAMINATED AND LVL ENGINEERED TIMBER PRODUCTS SHAL BE IN
12 THE BUILDER MUST PROTECT AL EXISTING NEIGHBOURING STRUCTURES/BULDINGS STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS.
THROUGHOUT THE WORKS, PARTICULARLY DURING EARTHWORKS. REFERENCE SHOULD BE MADE STEELWORK :
TO OUR CRITICAL DEPTH UNE DIAGRAM OR SEEK GUIDANCE DIRECTLY FROM THIS OFFICE 1. AL WORKMANSHIP INCLUDING FABRICATION AND ERECTION SHAL BE IN ACCORDANCE WITH
13. THE BUILDER MUST HAVE A B.A APPROVAL FOR THE PROPOSED WORKS FROM EITHER A AS4100 4 AS5131 WTH AL MEMBERS AND SECTIONS BEING NEW AND FRE OF RUST AND
PRIVATE CERTIFIER OR LOCAL COUNCIL BEFORE ANY SITE INSPECTION CAN BE CARRIED OUT. DAMAGE. ANY VARIATION TO THIS MUST BE CONFIRMED IN WRITING BY THE ENGINEER PRIOR
14. AL BUILDING MATERIALS USED MUST MEET THE MINIMUM NATIONAL CONSTRUCTION CODE TO ANY WORK COMMENCING.
REQUIREMENTS. 2 UNLESS NOTED OTHERWSE THE CONSTRUCTION CATEGORY IS CC2 IN ACCORDANCE WTH
BRACING : AS5131 LOADING CRITERIA:
NEW DUELING: AL NEW STRUCTURES TO HAVE 50% OFF SPECIFIED BRACING TO BE 3. AL STEELWRK UNLESS NOTED OTHERWISE SHAL LEANED OF RUST AND MIL SCALE AND INTERNAL FLOORS = 1.5kPa
INSTALLED PRIOR TO ROOF GOING ON. COATED WTH ONE COAT OF ROZP.
EXISTING DWELLING: DURING CONSTRUCTION TEMPORARY PROPPING & BRACING TO BE 4. EXPOSED STEELWORK INCLUDING BOLTS SHOUD BE HOT DIPPED GALVANIZED IN BALCONY’S = 3.0kPa
INSTALLED TO SCG CONSULTING ENGINEERS SATISFACTION. ACCORDANCE WTH AS4680 AS APPUCABLE WIND RATING = N3 (W41N)
CONCRETE : 5. AL BOLTS UNLESS NOTED OTHERWISE SHAL BE GRADE 4.6/S GALVANIZED (S-SNUG TIGHT
1. AL WORKMANSHIP AND MATERIALS SHAL COMPLY WITH AS3600 - CONCRETE STRUCTURES IN ACCORDANCE WTH AS5131). WHERE GRADE a8/S ARE SPECIFIED ARE TO BE GALVANIZED
2 ADDITIVES INCLUDING FLY ASH CAN ONLY BE ADDED TO THE CONCRETE UPON THE AND IN ACCORDANCE WITH AS12521 (S-SNUG TIGHT IN ACCORDANCE WITH AS5131)
APPROVAL OF THE ENGINEER. 6. TEMPORARY BRACING AND SUPPORT SHAL BE PROVIDED TO THE STRUCTURE UNTIL AL
3. AL CONCRETE SHAL BE NORMAL CLASS CONCRETE UNLESS NOTED OTHERWISE. CONCRETE BOLTS ARE INSTALLED AND TIGHTENED AS SPEaFlED.
GRADES, MAXIMUM SLUMPS AND MAXIMUM AGGREGATE SIZE ARE AS FOLOWS; 7. AL STRUCTURAL STEEL MEMBERS TO CONFORM WTH THE FOLOWNG AUSTRAUAN
FOOTINGS - 25MPa, MAX SLUMP 100mm 4 20mm MAX. AGG. SIZE STANDARDS AND MINIMUM STRENGTHS GRADES (MPa);
GROUND FLOOR SLABS 100-150THK. - 25MPo, MAX. SLUMP 80mm 4 20mm MAX. AGG. SIZE. SHS/RHS/CHS H0L0W SECTIONS - AS1163, MIN GRADE C350L0 ABBREVIATIONS USED
BEAMS/COLUMNS/SUSPENDED SLABS - 40MPa, MAX SLUMP, 80mm 4 20mm MAX AGG. SIZE UB/UC/PFC/EA/UEA HOT ROLLED SECTIONS - AS3679, MIN GRADE 300
AL EXTERNAL PAVEMENT SLABS - 32MPa, MAX. SLUMP 80mm 4 20mm MAX AGG SIZE. PLATE SECTIONS - AS3678, MIN GRADE 250 (Cont) CONTINUOUS SPANS
BLOCKWORK GROUT - N25, MAX SLUMP, 100mm 4 10mm MAX AGG. SIZE. COLD FORMED PURUNS/GRTS (C OR Z) - AS1397, MIN GRADE 450
4. AL CONCRETE MEMBERS GREATER THAN 100mm IN THICKNESS MUST BE MECHANICALY
CIRS CENTRES
8. AL WELDING SHAL BE CARRIED OUT IN ACCORDANCE WTH AS5131. ON-SITE WELDING IS
MBRATED. V&H VERTICAL & HORIZONTAL
NOT PERMITTED WITHOUT APPROVAL FROM THE ENGNEER. UNLESS NOTED OTHERWISE AL
5. IN NO INSTANCE SHAL THE CONCRETE BE WETTED UP PRIOR TO OR DURING PLACEMENT.
WELDS ARE TO BE aOmm CONTINUOUS FILLET WELDS (C.F.W.).
T&B TOP 4 BOTTOM
6. SLAB CONCRETE SHAL BE CURED FOR A MINIMUM OF SEVEN (7) DAYS BY AN APPROVED CENTRE ONE
9. AL RESIDENTIAL CONSTRUCTION (CLASS 1) WELDS TO BE CATEGORY GP UNLESS NOTED
METHOD. DETAILS AVAILABLE UPON REQUEST. TYP TYPICAL
OTHERWISE. AL INDUSTRIAL (LASS WELDS TO BE CATEGORY SP UNLESS NOTED OTHERWISE,
7. FORMWORK TO BE IN ACCORDANCE WITH AS3610. DESIGN AND CERTIFICATION IS BY OTHERS
AL OTHER WELDS NOT SPEQF1ED TO BE CATEGORY GP UNLESS NOTED OTHERWISE. M.S MILD STEEL
AND MUST BE INSPECTED AND APPROVED BY THE FORMWORK DESIGNER PRIOR TO THE
10. THE ENGNEER IS TO BE PROVIDED WITH STELWORK SHOP DRAWINGS FOR REVIEW AND (GALV.) HOT DIPPED GALVANISED
PLACEMENT OF ANY CONCRETE,
COMMENT PRIOR TO FABRICATION.
a FORMWORK STRIPPING AND BACK-PROPPING OF SUSPENDED FLOOR SLABS TO THE Sq SQUARE
APPROVAL OF THE ENGINEER. REINFORCED BLOCKWORK :
1. AL MATERIALS ANO WORKMANSHIP TO BE IN ACCORDANCE WITH AS3700 2001. NB PLEASE NOTE
SCREW PIERS ■
1. SCREW PIERS WHERE SPEQFED ARE TO BE DESIGNED AND NSTAUED BY SPECIALIST 2 MINIMUM MASONRY STRENGTH fUOISMpo HDWD HARDWOOD TIMBER
CONTRACTOR TO ACHIEVE THE LOADS NOMINATED ON THE ASSOCIATED PLANS (SHOWN 3. MORTAR MIX 1 : 1/2 : 5 (CEMENT: UME: SAND) LVL LAMINATED VANEER LUMBER (TIMBER)
UNFACTORED). THE SCREW PIER SPECIALIST MUST SATISFY THEMSatES WITH REGARD TO 4. AL CORES TO BE CLEANED AND FREE OF AL MORTAR FINS PRIOR TO GROUTING VIA KD KILN DRIED
CLEAN-OUT BLOCKS AT THE BASE OF THE WALL
ANY GEOTECHNICAL REPORT/lNFORMATION REQUIRED FOR THEIR DESIGN. WE RECOMMEND THE B.G.L BELOW GROUND LEVEL
5. MINIMUM GROUT STRENGTH fc=25MPa (300kg/m3 MIN. CEMENT) WITH A MAXIMUM
BUILDER REQUEST THE PIER CONTRACTOR INSTALL A TEST SCREW PIER PRIOR TO COMMENCING U.N.O. UNLESS NOTED OTHERWISE
AGGREGATE SIZE OF 10mm. COMPACT GROUT DOWN FUL DEPTH OF CORE WITH PLAIN ROD OR
WORKS TO ENSURE ALL PIERING COSTS ARE KNOWN BEFORE COMMENCING WORKS.
REINFORCEMENT :
SIMILAR. THK. THICK
7. MINIMUM COVER TO REINFORCING is 20mm FROM INSIDE FACE OF BLOCK. BARS TO BE L/B LOAD BEARING
1. THE FOLLOWING MARKS ARE USED TO IDENTIC THE VARIOUS REINFORCING STEELS USED,
ARRANGED AS SHOWN ON ASSOGATED DETAILS.
GOVERNING STANDARD FOR USE ALSO USTED;
8. WALLS TO BE WATERPROOFED WHERE INDICATED ON THE DRAWINGS. WATERPROOF
v.o.s VERIFY ON SITE
TM - TRENCH MESH, min «0MPo (AS1304)
MEMBRANES INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURES REQUIREMENTS. s/s STAINLESS STEEL (Grode: 316)
F - MESH/FABRIC, MIN. 450MPa (AST304)
9. UNLESS NOTED OTHERWISE AL WAL VERTICAL STARTER BARS ARE TO BE CAST INTO THE T.F.D TO FUTURE DETAIL
N - DEFORMED BAR, MIN. SOOMPo (AS1302) SUPPORTING FOOTING OR FLOOR SLAB UNDER AS APPUCABLE
R - PLAIN BAR, MIN 250MPO (AS1302) 10. AL MASONRY WALLS DURING CONSTRUCTION TO BE TEMPORARY BRACED OR OTHERWISE
W - HARD DRAWN WIRE, MIN 450MPo (AS1303) STABIUSED AS NECESSARY TO RESIST WAND LOADS OR LATERAL FORCES, IN ACCORDANCE WITH
2 ALL REINFORCEMENT SHALL BE CHAIRED, RED AND RESTRAINED IN THE CORRECT LOCATION LOCAL AUTHORITIES WORK PLACE HEALTH AND SAFETY GUIDE UNES.
TO ENSURE NO MOVEMENT DURING CONCRETE PLACEMENT. SLAB MESH CHAIRS AT 800mm ALUMINIUM WORK :
CIRS. MAX. IN BOTH DIRECRONS. 1. AL WORKMANSHIP SHAL BE IN ACCORDANCE WTH AS1664 WITH AL MEMBERS AND
3. MINIMUM COVER TO REINFORCEMENT 6 AS FOLLOWS; SECTIONS BEING NEW AND FREE OF RUST AND DAMAGE. EXTRUDED ALUMINIUM TO BE GRADE Revision Description Date
FOOTNGS 4 PIERS - 40mm ALL FACES 6351-TS U.N.O. PLATED ALUMINIUM TO BE GRADE 5083 U.N.O DESIGN AND FABRICATED
SLABS ON GROUND - 30mm TOP (INTERNAL SURFACES) TOLERANCE TO BE +/- 5mm Max.. Issue:
- 30mm BOTTOM (OVER POLY. DPM) 2 AL BOLTS, NUTS AND WASHER SHAL BE GRADE 316 STAINLESS STEEL APPLY A UBERAL PRELIMINARY
- 40mm (EXPOSED SURFACES). COATING OF DURALAC OR LANOCOTE TO
SUSPENDED SLABS - 30mm (INTERNAL SURFACES). AL CONTACTING SURFACES. TEMPORARY BRACING AND SUPPORT SHAL BE PROVIDED UNTIL
O see
Unit 1/11 Project Ave,
- 40mm (EXPOSED SURFACES). AL BOLTS ARE INSTALLED AND TENSIONED. NEOPRENE WASHER TO FORM SEPARATION GAPS Noosa Heads
BETWEEN METAL TYPES
BEAMS 4 COLUMNS- 40mm (EXPOSED SURFACES). Ph (07) 5455 5604
3. AL WELDING SHAL BE CARRIED OUT BY A SPEOAUST TRADESMEN IN WORKSHOP
- 30mm (INTERNAL SURFACES).
CONDITONS IN ACCORDANCE WITH AS1665. ON-SITE WELDING IS ONLY PERMITTED FOLOWING
£ '‘W.. .J? CONSULTING
email:[email protected]
9
4. MINIMUM LAP LENGTHS ARE 225mm (ONE PANEL PLUS 25mm) FOR SLAB MESH, 500mm
FOR TRENCH MESH AND 40 TIMES THE BAR DIAMETER OR 500mm WHICHEVER GREATER FOR
REINFORCING BARS.
PRIOR APPROVAL FROM THE ENGINEER. UNLESS NOTED OTHERWISE AL WELDS ARE TO BE
6.0mm CONTINUOUS FILLET WELDS (C.F.W.). AL BUTT WELDS TO BE FUL PENETRATION.
4. THE ENGINEER IS TO BE PROVIDED WITH STELWORK SHOP DRAWINGS FOR REVIEW AND
I
Title:
ENGINEERS
web:www.scg-engineers.com
ABN 40 068 444 S90
5. ALL EXPOSED STARTER BAR ENDS TO BE FITTED WITH PROTECTIVE END CAPS UNTIL COMMENT PRIOR TO FABRICATION.
NOTES
ENCASED IN CONCRETE
Project
31 Edward St
Noosaville
? Date: Drg No. Rev.
Oct 2023 32038 -N
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