Council archive · source document
180078 - Structural Drawings · 51901.3604.01
Culgoa Point Beach Resort (Stage 1) at 5 QUAMBY PLACE, NOOSA HEADS, QLD AMENDMENTS ISSUE DATE P1 20.08.2018 DESCRIPTION PRELIMINARY ISSUE INIT. JR T1 03.09.2018 TENDER ISSUE JR GENERAL NOTES: REINFORCED CONCRETE NOTES: MASONRY NOTES: STRUCTURAL STEELWORK NOTES: · THE ENGINEERING DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE ARCHITECTURAL AND GENERAL: GENERAL: GENERAL: OTHER CONSULTANTS' DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCY TO BE REFERRED TO · GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF AS 3600 "CONCRETE · GENERALLY MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION · ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF: THE ENGINEER IN WRITING. STRUCTURES". OF AUSTRALIAN STANDARD SPECIFICATIONS AS 3700 “MASONRY STRUCTURES”. AS4100 STEEL STRUCTURES · ALL DIMENSIONS ARE TO BE CHECKED BY THE CONTRACTOR ON SITE BEFORE CONSTRUCTION OR · IN ADDITION TO THE ABOVE CODE, THE CURRENT EDITION OF THE FOLLOWING AUSTRALIAN STANDARD · IN ADDITION TO THE ABOVE CODE, THE CURRENT EDITION OF THE FOLLOWING AUSTRALIAN AS1554 STRUCTURAL STEEL WELDING FABRICATION COMMENCES. SPECIFICATIONS AND CODES SHALL APPLY: STANDARDS AND CODES SHALL APPLY: AS2312 GUIDE TO THE PROTECTION OF STRUCTURAL STEEL AGAINST ATMOSPHERIC · DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE STRUCTURAL DRAWINGS. AS 1012 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS). AS 1316 MASONRY CEMENT CORROSION BY THE USE OF PROTECTIVE COATINGS · ANY SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER. ENGINEER'S APPROVAL AS 3583.1,2,3,8 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR AS 1478 CHEMICAL ADMIXTURES FOR CONCRETE MORTAR AND GROUT AS1111 ISOMETRIC HEXAGON BOLTS AND SCREWS IS NOT AUTHORISATION FOR AN EXTRA/VARIATION. USE WITH PORTLAND CEMENT. AS 2701 METHODS OF SAMPLING AND TESTING MORTAR FOR MASONRY CONSTRUCTION AS1252 HIGH STRENGTH STEEL BOLTS WITH ASSOCIATED NUTS AND WASHERS FOR · ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO CONSTRUCTION. ANY DAMAGE AS 3582.1 SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH PORTLAND AS 2699 BUILT IN COMPONENTS FOR MASONRY CONSTRUCTION STRUCTURAL ENGINEERING. TO EXISTING SERVICES TO BE RECTIFIED AT CONTRACTORS EXPENSE. CEMENT- FLY ASH. AS 2904 DAMP PROOF COURSES AND FLASHINGS · SHOP DETAIL DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND APPROVAL OF SAME · ALL WORK SHALL COMPLY WITH THE N.C.C., ALL RELEVANT AUSTRALIAN STANDARDS, AS 1141 METHODS FOR SAMPLING AND TESTING AGGREGATES. AS 4455 MASONRY UNITS AND SEGMENTAL PAVERS OBTAINED PRIOR TO THE COMMENCEMENT OF FABRICATION. APPROVAL WILL NOT COVER MANUFACTURERS SPECIFICATIONS AND ALL RELEVANT STATUTORY REQUIREMENTS AS 3972 PORTLAND AND BLENDED CEMENTS. AS 4456 MASONRY UNITS AND SEGMENTAL PAVERS - METHOD OF TEST. DIMENSIONS OF LAYOUT OR REDUCE THE SUBCONTRACTORS RESPONSIBILITY FOR THE AS 1379 READY-MIXED CONCRETE (METRIC UNITS) · ALL MASONRY UNITS SHALL BE SUPPLIED BY AN APPROVED MANUFACTURER WITH ACCREDITED ACCURACY OF THE DRAWINGS. AS 2758 PART 1 CONCRETE AGGREGATES. QUALITY ASSURANCE SYSTEMS IN PLACE. · THE SUBCONTRACTOR SHALL ADOPT AN ERECTION PROCEDURE SUCH THAT MEMBERS CAN BE AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE. · ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'uc) OF 15MPa UNLESS PLACED AND FIXED IN POSITION WITHOUT DISTORTION. INSPECTIONS: AS 3610 FORMWORK FOR CONCRETE. NOTED OTHERWISE. · THE SUBCONTRACTOR SHALL PROVIDE TEMPORARY PROPPING AND BRACING AS REQUIRED TO · ALTA PROJECTS SHALL BE CONTACTED TO INSPECT WORKS AT THE FOLLOWING HOLD POINTS:- · ALL MASONRY SHALL BE LAID “STRETCHER BOND” UNLESS NOTED OTHERWISE. ENSURE THE STRUCTURE REMAINS STABLE DURING ERECTION AND CONSTRUCTION. TEMPORARY 1. PRESTART : PRIOR TO THE COMMENCEMENT OF SITE WORKS. 2. FOOTINGS PREPARATION : PRIOR TO POURING CONCRETE. SUPPLY: · ALL UNITS TO BE LAID ON CONTINUOUS MORTAR BEDS NOT EXCEEDING 10MM IN DEPTH. MORTAR PROPPING AND BRACING SHALL MAKE ALLOWANCE FOR WIND, EARTH AND ERECTION STRESSES · ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. NO ON JOINTS SHALL BE RAKED TO A MAXIMUM DEPTH OF 5MM UNLESS NOTED OTHERWISE. AND LOADING CONDITIONS. 3. GROUND SLAB PREPARATION : PRIOR TO POURING CONCRETE. · SINGLE SKINNED MASONRY TO INTERNAL AREAS TO BE SEALED WATERTIGHT. · ROOF STRUCTURES HAVE BEEN DESIGNED FOR TYPICAL ROOF LOADS ONLY. NO ALLOWANCE HAS SITE BATCHING IS ACCEPTABLE. 4. CONCRETE COLUMN PREPARATION : PRIOR TO POURING CONCRETE. BEEN MADE FOR EXTRANEOUS LOADS SUCH AS HOISTS, MONORAILS, ETC EXCEPT WHERE SHOWN · MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE 5. SUSPENDED SLAB PREPARATION : PRIOR TO POURING CONCRETE. 6. BLOCKWORK WALL PREPARATION : PRIOR TO COREFILLING. AND BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE. CONCRETE BLOCK: ON THESE DRAWINGS. · ALL MATERIALS, STORAGE, BATCHING, ETC. TO CONFORM TO THE REQUIREMENTS OF THE RELEVANT · ALL WALLS TO BE 200 'H' SERIES BLOCKS (UNLESS NOTED OTHERWISE) · WHERE ADDITIONAL SHOP SPLICES ARE NECESSARY IN BEAMS OR TRUSSES, THE POSITION AND 7. STRUCTURAL TIMBER/STEELWORK : PRIOR TO SHEETING/CLADDING DESIGN OF THE SPLICE SHALL BE APPROVED BY THE ENGINEER IN WRITING. AUSTRALIAN STANDARDS. · ALL WALLS TO BE REINFORCED WITH N12 AT 400 VERTICAL, EACH CORNER & EACH SIDE OF · A MINIMUM OF 24 HOURS NOTICE SHALL BE GIVEN TO ALTA PROJECTS FOR EACH INSPECTION. · THE NUMBER OF PURLINS & GIRTS SHOWN IS INDICATIVE ONLY. IT IS THE BUILDER'S · ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE. OPENING AND N12 AT 400 HORIZONTAL (UNLESS NOTED OTHERWISE). · FURTHER WORKS SHALL NOT PROCEED UNTIL A SATISFACTORY INSPECTION BY ALTA PROJECTS RESPONSIBILITY TO ENSURE THE CORRECT NUMBER OF PURLINS & GIRTS ARE USED TO SATISFY · ALL CONCRETE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 20mm AND A SLUMP OF 80mm (±20mm) AT · ALL CORES TO BE CORE FILLED WITH 15 MPa CONCRETE . HAS BEEN COMPLETED. THE SPECIFIED SPACINGS. THE POINT OF DISCHARGE. · PROVIDE CLEANOUT BLOCKS AT SLAB LEVEL AND ONE COURSE ABOVE. · ALL REINFORCED CONCRETE SHALL HAVE AN AVERAGE 56 DAY SHRINKAGE STRAIN NOT EXCEEDING 750 · ALL CORES TO BE THOROUGHLY RODDED & CLEANED PRIOR TO COREFILLING. · INSPECTION OF COMPLETED STRUCTURAL STEELWORK TO THE ENGINEERS SATISFACTION IS MICROSTRAIN. · ALL CORE FILLING TO BE COMPACTED BY TAMPING WITH N12 BAR OR PENCIL VIBRATOR. REQUIRED PRIOR TO THE ISSUE OF THE STRUCTURAL COMPLETION CERTIFICATE. ALL AREAS OF STRUCTURAL STEELWORK ARE TO REMAIN OPEN TO A VISUAL INSPECTION UNTIL APPROVAL TO SITE PREPARATION NOTES: ENCLOSE IS RECEIVED FROM THE ENGINEER. · PRIOR TO THE CONSTRUCTION OF FOOTINGS & SLAB, ALL TOP SOIL AND ORGANIC MATERIAL REINFORCEMENT: MORTAR: SHALL BE STRIPPED FROM THE SITE & STOCKPILED OR REMOVED FROM SITE AS DIRECTED. · ALL REINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED AND · ALL MORTAR FOR CONCRETE BLOCK AND BRICK MASONRY SHALL BE MADE STRICTLY IN CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE. ALL REINFORCEMENT IS TO COMPLY WITH THE ACCORDANCE WITH BOTH THE RELEVANT AUSTRALIAN STANDARDS AND THE BLOCK/BRICK BOLTING: · THE EXPOSED SURFACE SHALL BE PROOF ROLLED TO REVEAL ANY LOOSE AREAS WHICH SHALL · THE STEEL FABRICATOR SHALL PROVIDE ALL BOLTS, NUTS AND WASHERS NECESSARY FOR THE BE EXCAVATED AND REPLACED WITH MATERIAL THAT WILL COMPACT TO AT LEAST THE REQUIREMENTS OF AS 1302, AS 1303 AND AS 1304 AS APPLICABLE. SUPPLIERS' WRITTEN SPECIFICATION TO ATTAIN THE SPECIFIED ULTIMATE COMPRESSIVE · ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE STRENGTH AT 28 DAYS. ERECTION OF THE STEELWORK AS SHOWN, NOTED OR IMPLIED ON THESE DRAWINGS OR ON THE STANDARD BELOW. ARCHITECT'S DRAWINGS AND SPECIFICATION. · ALL FILL AND BACKFILL SHALL BE SOUND MATERIAL APPROVED BY THE ENGINEER, FREE OF ANY COATINGS WHICH MAY IMPAIR BOND TO CONCRETE. · MORTAR SHALL BE MANUFACTURED SO THAT A BOND STRENGTH EXCEEDING 0.5 MPa IS · ALL REINFORCEMENT TO BE 500 MPa MINIMUM YIELD UNLESS NOTED OTHERWISE. ACHIEVED BETWEEN THE BLOCKS/BRICKS AND MORTAR AT 7 DAYS. · ALL BOLTS M16 AND LARGER SHALL BE 8.8/S UNLESS NOTED OTHERWISE. ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORM A STABLE FILL. PLACED IN 200mm MAX · ALL BOLTS M12 AND SMALLER SHALL BE 4.6/s UNLESS NOTED OTHERWISE. LAYERS AND COMPACTED TO THE FOLLOWING STANDARD: · REINFORCEMENT SHALL NOT BE WELDED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. · MORTAR TYPE SHALL BE M3 UNLESS NOTED OTHERWISE. · MORTAR IN WHICH “INITIAL SET” HAS OCCURRED SHALL NOT BE USED. RETEMPERING OF · ALL BOLTS SHALL BE FITTED WITH APPROPRIATE WASHERS. - FOR COHESIVE MATERIAL (CLAY) TO A DRY DENSITY RATIO OF 95% OF THE MAXIMUM DRY · OVERSIZED OR SLOTTED HOLES SHALL NOT BE USED UNLESS INDICATED ON THESE DRAWINGS. DENSITY AS DETERMINED BY TESTING SPECIFIED IN THE LATEST EDITION OF AS1289.5.1.1. FORMWORK: MORTARS BY THE ADDITION OF WATER SHALL NOT BE ALLOWED. · THE BUILDER SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL BOLTS, NUTS AND WASHERS - FOR COHESIONLESS MATERIAL (SAND) TO A DENSITY INDEX OF 75% AS DETERMINED BY · ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD OR HAVE BEEN INSTALLED AS SPECIFIED, NOTED OR IMPLIED ON THESE DRAWINGS, AND IN TESTING SPECIFIED IN THE LATEST EDITION OF AS1289.5.6.1. STEEL FORMS. GROUTING: ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND THE RELEVANT AUSTRALIAN · THE FINISHED SURFACE SHALL BE FREE DRAINING. · ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 1509 AND AS 1510. · ALL GROUT IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. STANDARDS PRIOR TO THE ISSUE OF THE STRUCTURAL COMPLETION CERTIFICATE. · THE EXCAVATION IS TO BE MAINTAINED IN A DRAINED STATE FOR THE PERIOD OF FOOTING AND · REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B · NO ON SITE BATCHING IS ACCEPTABLE. MANUFACTURERS MUST HAVE AN APPROVED AND · MINIMUM CLEAR EDGE DISTANCE TO BOLT HOLES SHALL BE 30mm UNLESS NOTED OTHERWISE. SLAB CONSTRUCTION VIA THE USE OF TEMPORARY SUMPS AND PUMPING TO EXTERNAL FORMWORK SHALL BE ADOPTED UNLESS NOTED OTHERWISE. CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND BE APPROVED BY THE ENGINEER PRIOR STORMWATER SYSTEMS. · ALL TEMPORARY FORMWORK, FALSEWORK, PROPPING, BRACING, TO BE DESIGNED AND CERTIFIED BY A TO SUPPLY OF ANY GROUT. · ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIALS ANGLE OF REPOSE OR SHORED VIA REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION. · ALL MATERIALS, STORAGE, BATCHING, ETC TO CONFORM TO THE REQUIREMENTS OF THE WELDING: SHEET PILING OR OTHER APPROVED METHODS. · UNLESS NOTED OTHERWISE, ALL FORMED EDGES AND CORNERS OF CONCRETE MEMBERS SHALL HAVE RELEVANT AUSTRALIAN STANDARDS. · ALL WELDS SHALL BE CARRIED OUT BY AN APPROPRIATELY QUALIFIED AND EXPERIENCED 20mm CHAMFERS. · ALL GROUT TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE. OPERATOR. · ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS TO ALL GROUT IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. · ALL WELDS SHALL BE CATEGORY SP (STRUCTURAL PURPOSE). FOOTING NOTES: PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY · ALL GROUT TO CONTAIN SUFFICIENT QUANTITIES OF FLYASH OR OTHER PROZZOLANIC MATERIALS · ELECTRODE CLASSIFICATION SHALL BE E48XX FOR ALL WELDS. · ALL PAD & STRIP FOOTINGS TO BE FOUNDED ON PIERS INTO MEDIUM DENSE SAND WITH A SAFE WATERPROOF MEMBRANE. TO PREVENT POSSIBLE ALKALI/AGGREGATE REACTION. · UNLESS NOTED OTHERWISE, ALL WELDS ARE TO BE 6mm FILLET WELDS. BEARING CAPACITY OF 100 KPa. · ALL BUTT WELDS SHALL BE COMPLETE PENETRATION BUTT WELDS. · ALL WELDS SHALL BE COMPLETED IN THE FABRICATION SHOP UNLESS NOTED OTHERWISE. · CAST FOOTINGS AND SLABS IN 25MPa CONCRETE UNLESS NOTED OTHERWISE. PLACEMENT, COMPACTION AND FINISHING: REINFORCEMENT: · ALL WELDS SHALL BE SUBJECT TO INSPECTION AND TESTING IN ACCORDANCE WITH AS1554. · SUPPORT REINFORCEMENT ON BAR CHAIRS AND DISCS AT 800CTS EACH WAY. · ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS. · ALL REINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED · ALL FOOTINGS SHALL BE CLEANED OF LOOSE MATERIAL. · THE BUILDER SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL SITE WELDS HAVE BEEN · CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT THE ENGINEER'S AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE. COMPLETED AS SPECIFIED, NOTED OR IMPLIED ON THESE DRAWINGS, AND IN ACCORDANCE WITH · REFER GEOTECHNICAL REPORT NUMBER 18/0609 BY GLOBAL TESTING DATED 23/07/2018 FOR DISCRETION. · ALL REINFORCEMENT IS TO COMPLY WITH THE REQUIREMENTS OF AS 1302, AS 1303 AND AS 1304 EARTHWORKS AND FOOTING RECOMMENDATIONS AND SPECIFICATIONS. AS1554 PRIOR TO THE ISSUE OF THE STRUCTURAL COMPLETION CERTIFICATE. · PUMP PRIMING SLURRY USED TO LUBRICATE CONCRETE PUMP PIPES SHALL BE DISCARDED AND NOT AS APPLICABLE. · WHERE FOUNDATION MATERIAL DIFFERS FROM THAT DESCRIBED IN THE GEOTECHNICAL REPORT, USED IN ANY STRUCTURAL ELEMENT. · ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE OR WHERE LOCAL SOFT SPOTS ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED · CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL 'CHUTING' NO MORE THAN 3m, CONCRETE PUMPING COATINGS WHICH MAY IMPAIR BOND TO CONCRETE. PROTECTIVE COATING: © This plan is Copyright. Other than for the purposes of and subject to IMMEDIATELY. OR KIBBLING. · ALL REINFORCEMENT TO BE 500 MPa MINIMUM YIELD UNLESS NOTED OTHERWISE. · ALL EXPOSED STEELWORK, BOLTS, NUTS AND WASHERS ARE TO BE HOT-DIP GALVANISED UNLESS the conditions prescribed under the Copyright Act, no part of it may in any · UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY USE OF NOTED OTHERWISE. form or by any means (electronic, mechanical, micro copying, photo- · HOT-DIP GALVANISED STEEL SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF AS4680 copying, recording or otherwise) be reproduced, stored in a retrieval STRUCTURAL TIMBER NOTES: · VIBRATORS. ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED IN TESTING: AND APPLIED TO A MINIMUM DRY FILM THICKNESS OF 85 MICRONS BY AN ACCREDITED STEEL system or transmitted without the prior written permission of Alta Projects. GENERAL: ALL GROUT TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY, IN STRICT GALVANISING CONTRACTOR. All intellectual property remains within Alta Projects. All enquiries should SUCH A MANNER AS TO AVOID 'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS DETAILED ACCORDANCE WITH THE REQUIREMENTS OF AS 1012. · ALL STRUCTURAL TIMBER ELEMENTS, CONNECTIONS, WORKMANSHIP AND MATERIALS SHALL BE ON DRAWINGS OR AS INSTRUCTED IN WRITING BY THE ENGINEER. · ALLOW A 48 HOUR CURING PERIOD BEFORE TRANSPORTING GALVANISED STEELWORK. be directed to Alta Projects. THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS OF REINSTATE TRANSPORT AND ERECTION DAMAGE AND ABRASIONS BY THOROUGHLY WIRE IN ACCORDANCE WITH THE CURRENT EDITION OF: · ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 50mm DIAMETER VIBRATORS. THE MANUFACTURER'S QUALITY ASSURANCE PROGRAM : BRUSHING AFFECTED AREAS TO ACHIEVE A CLEAN SUBSTRATE AND PATCH COATING WITH AN AS1604 SPECIFICATION FOR PRESERVATIVE TREATMENT · SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE SURFACE, NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" · A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY GIVEN INORGANIC ZINC SILICATE WITH A MINIMUM DRY FILM THICKNESS OF 150 MICRONS. AS1684 RESIDENTIAL TIMBER FRAMED CONSTRUCTION (DOMESTIC DIRECTLY AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS. AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED DAY. · REWORKING OF STEEL WILL NOT BE PERMITTED AFTER HOT-DIP GALVANISING. RESIDENTIAL CONSTRUCTION ONLY) · ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS, WIND FOR CONSTRUCTION PURPOSES. · A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH GROUT STRENGTH GRADE · UNLESS NOTED OTHERWISE, STEELWORK IS TO BE THOROUGHLY CLEANED IN ACCORDANCE WITH AS1720 TIMBER STRUCTURES BREAKS, ETC. MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING UNUSUALLY HOT, CAST ON ANY GIVEN DAY. THE CURRENT EDITION OF AS1627 AND COATED WITH ONE COAT OF TWO PACK EPOXY RED OXIDE AS3660 TERMITE MANAGEMENT DRY OR WINDY CONDITIONS. · A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 50m³ OR PART THEREOF CAST ZINC PHOSPHATE PRIMER TO A MINIMUM DRY FILM THICKNESS OF 50 MICRONS. DRAWING STATUS Design: SD AS4440 INSTALLATION OF NAIL PLATED TIMBER ROOF TRUSSES. · ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE. ON A GIVEN DAY FOR EACH STRENGTH GRADE. Drawn: JR · ALL EXPOSED BOLTS, NUTS, WASHERS AND OTHER FIXINGS TO BE GALVANISED IN ACCORDANCE · BROOM FINISHING, WHERE SPECIFIED, SHALL BE CARRIED OUT AFTER STEEL TROWEL FINISHING. · ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE. WITH THE CURRENT EDITION OF AS2312, UNLESS NOTED OTHERWISE. · ALL CONCRETE TO BE ORDERED AND PLACED AT 80MM SLUMP UNLESS NOTED OTHERWISE. Date: AUG 2018 · ALL BOLTS SHALL BE FITTED WITH APPROPRIATELY SIZED WASHERS IN ACCORDANCE WITH THE · NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER. · · NO WATER SHALL BE ADDED ON SITE. THE ENGINEER MAY ORDER AT ANY TIME CORING OF ERECTED & FILLED PANELS. CORES TAKEN TENDER Datum: AHD CURRENT EDITION OF AS1720. NOT FOR CONSTRUCTION SHALL BE TESTED FOR DENSITY & COMPRESSIVE STRENGTH. · ALL TIMBER MEMBERS SHALL CARRY AN INDUSTRY STANDARD LABEL IDENTIFYING THE STRESS TESTING: · SHOULD CORED SAMPLES FAIL TO MEET SPECIFIED STRENGTH THE WALL PANEL MAY BE Checked: . .MB ..... GRADE, SEASONING CONDITION AND TIMBER SPECIES (WHERE APPLICABLE); A1 SHEET SIZE · ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY, IN STRICT REJECTED AT THE ENGINEER'S DISCRETION. · UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE TREATED TO THE FOLLOWING HAZARD LEVEL ACCORDANCE WITH THE REQUIREMENTS OF AS 1012. IN ACCORDANCE WITH THE CURRENT EDITION OF AS1604: · THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS OF THE H2 - INTERNAL, ABOVE GROUND TIMBER. MANUFACTURER'S QUALITY ASSURANCE PROGRAM : H3 - EXTERNAL, ABOVE GROUND TIMBER. - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY GIVEN DAY H5 - EXTERNAL, IN CONTACT WITH GROUND OR FRESH WATER. ....................... (EG. COLUMNS, FOOTINGS, ETC). H6 - EXTERNAL, IN CONTACT WITH SEA WATER. ENGINEERS APPROVAL RPEQ - 18776 - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH GRADE CAST · ALL SURFACES, CUTS, NOTCHES AND DRILL HOLES IN EXTERNAL TIMBER SHALL BE SEALED OR ON ANY GIVEN DAY. PAINTED PRIOR TO INSTALLATION TO PREVENT MOISTURE INGRESS. - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 50m³ OR PART THERE OF CAST ON A PR · END GRAINS OF EXPOSED TIMBER MEMBERS ARE TO BE SEALED WITH AN APPROPRIATE TIMBER GIVEN DAY FOR EACH STRENGTH GRADE. OJ SEALANT. · ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE. EC · UNLESS NOTED OTHERWISE, ALL BOLTED TIMBER CONNECTIONS SHALL HAVE A MINIMUM CLEAR · IF WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING SHALL BE TS EDGE DISTANCE OF 50mm. TAKEN AFTER THE ADDITION OF WATER. · INSPECTION OF COMPLETED STRUCTURAL TIMBER WORK AND CONNECTIONS TO THE ENGINEERS ENGINEERING : DESIGN : MANAGEMENT SATISFACTION IS REQUIRED PRIOR TO THE ISSUE OF THE STRUCTURAL COMPLETION Brah 101 pty ltd t/a Alta Projects CERTIFICATE. ALL AREAS OF STRUCTURAL TIMBER WORK ARE TO REMAIN OPEN TO A VISUAL CURING: A.B.N. 91 611 354 511 INSPECTION UNTIL APPROVAL TO ENCLOSE IS RECEIVED FROM THE ENGINEER. · ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER 26 Memorial Avenue, Cotton Tree FINISHING. · CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL PO Box 559, Cotton Tree, QLD, 4558 SLAB ON GROUND NOTES: GENERALLY CONSIST OF ONE OR A COMBINATION OF THE FOLLOWING METHODS : Tel (07) 5475 4125 Fax (07) 5479 1607 · REFER CIVIL ENGINEERS DRAWINGS FOR DETAILS OF FILLING AND SUBGRADE PREPARATION. - CONTINUOUS WATER PONDING. Email: [email protected] · THE EXPOSED SURFACE SHALL BE PROOF ROLLED TO REVEAL ANY LOOSE AREAS WHICH SHALL BE - COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE). Web: http://www.alta.net.au EXCAVATED AND REPLACED WITH MATERIAL THAT WILL COMPACT TO AT LEAST THE STANDARD - APPLICATION OF AN APPROVED CURING COMPOUND. BELOW. PROJECT: · DYNAMIC CONE PENETROMETER (DCP) TESTING OF SUBGRADE SHALL BE CARRIED OUT STRIPPING BACK PROPPING NOTES: FOLLOWING CONSTRUCTION OF THE WORKING PLATFORM SUBGRADE DENSITIES SHALL BE TO THE · ALL FORMWORK TO REMAIN IN PLACE FOR A MINIMUM OF SEVEN (7) DAYS AFTER CONCRETE PLACEMENT. CULGOA POINT BEACH RESORT ENGINEER'S SATISFACTION PRIOR TO CONSTRUCTION OF FOOTINGS. · STRIPPING TO TAKE PLACE ONLY UPON RECEIPT OF WRITTEN APPROVAL FROM ENGINEER, CONTINGENT · THE EXCAVATION IS TO BE MAINTAINED IN A DRAINED STATE FOR THE PERIOD OF FOOTING AND SLAB CONSTRUCTION VIA THE USE OF TEMPORARY SUMPS AND PUMPING TO EXTERNAL UPON ACCEPTABLE SEVEN (7) DAY CONCRETE TEST RESULTS. (STAGE 1) · SLABS AND BEAMS TO REMAIN BACK PROPPED FOR A MINIMUM OF 28 DAYS. · STORMWATER SYSTEMS. WHERE SURFACE SILTS AND SANDS MAY BECOME UNWORKABLE DURING WET MONTHS , THE · REMOVAL OF PROPS TO TAKE PLACE ONLY UPON RECEIPT OF WRITTEN APPROVAL FROM THE ENGINEER, at 5 QUAMBY PLACE, CONTINGENT UPON ACCEPTABLE 28 DAY CONCRETE TEST RESULTS AND PROPOSED CONSTRUCTION IMMEDIATE PLACEMENT OF A GRANULAR WORKING SURFACE OF AT LEAST 200mm OR THE ADDITION OF LIME MAY BE NECESSARY. PROGRAM. NOOSA HEADS, QLD · EXCAVATION NEAR THE BUILDING EDGE SHALL BE BACK FILLED IN SUCH A MANNER TO PREVENT CLIENT: READY ACCESS OF WATER TO THE FOUNDATIONS OF THE SLAB. · A VAPOUR BARRIER SHALL BE PLACED UNDER ALL SLABS CAST ON GROUND. THIS SHALL BE A 0.2 CONCRETE STRENGTH AND COVER REQUIREMENTS: CULGOA POINT BEACH RESORT B/C mm THICK POLYETHELENE MEMBRANE BRANDED AS CONCRETE UNDERLAY. THIS SHALL BE LAPPED THE FOLLOWING CONCRETE STRENGTHS AND COVER REQUIREMENTS SHALL BE ADOPTED UNLESS NOTED OTHERWISE. DRAWING TITLE: 200 mm AND MAY BE TAPED AT JOINTS. IT SHALL BE TAPED AT PUNCTURES AND PENETRATIONS · MADE BY PLUMBING FITTINGS OR THE LIKE. CONTINUITY OF REINFORCEMENT SHALL BE MAINTAINED AT FLOOR SLAB RECESSES FOR MATS ETC. CONCRETE ELEMENT COVER MINIMUM CONCRETE GRADE STANDARD NOTES · SLAB FABRIC SHALL BE SUPPORTED AT 800mm CENTRES , ON BAR CHAIRS AND PLATES , AND SHALL BE PROPERLY LAPPED. THE LAPS SHALL BE STAGGERED TO AVOID FOUR LAPS AT A CORNER. STRIP AND PAD FOOTINGS 65 N25 · ALL TILED AREAS TO BE BEDDED USING FLEXIBLE PRODUCTS TO REDUCE THE RISK OF REFLECTIVE BORED PIERS 65 N25 CRACKING. GROUND SLABS 30 (INTERNAL) N25 45 (EXTERNAL) COLUMNS 40 N40 Drawing No. Revision SUSPENDED REINFORCED SLABS 45 (EXTERNAL) N40 A6287/18/ST1.0 T1 FILENAME : A6287-18-ST.dwg - DATE : 3/9/18 - 2:12pm
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AMENDMENTS
STAGE 2
DJ STAGE 1 ISSUE DATE DESCRIPTION INIT.
P1 20.08.2018 PRELIMINARY ISSUE JR
T1 03.09.2018 TENDER ISSUE JR
A B C D E F G H T2 05.09.2018 REVISED TENDER ISSUE JR
SJ
ST2.2
2
1
WALL LEGEND
SF2 INDICATES 200 SERIES REINFORCED BLOCK WALL.
SJ F1 INDICATES 200 SERIES REINFORCED BLOCK WALL.
BP1
INDICATES EXISTING STRUCTURE
CJ INDICATES BLOCK CONTROL JOINT - REFER DWG
A6287/18/ST2.1 FOR DETAIL
SJ
SJ
100 SLAB LEGEND
SJ SJ SJ F1 NOTE: 100 INDICATES 100mm THICK BLINDING SLAB ON GROUND
BP1
SF1
FINAL POOL & SPA DESIGN DRAWINGS TO
BE REVIEWED BY ALTA PROJECTS PRIOR
125 INDICATES 125mm THICK GYM SLAB ON GROUND
ST2.2
TO THE COMMENCEMENT OF SITE WORKS.
DJX
3
SJ
SJ
DJX
INDICATES CONSTRUCTION JOINT (REFER DETAIL)
SJ SJ F1 SJ
INDICATES SAWN JOINT (REFER DETAIL)
2 BP1 SF1
DJ
ST2.3
INDICATES DOWEL JOINT (REFER DETAIL)
6
COLUMN LEGEND
SF1
SF1
SF1
SF1
C1
SJ SJ 125 INDICATES 250 dia R.C. COLUMN (Refer Schedule)
STEP
F1
UP
BP1 POST SCHEDULE
3 SJ MARK SIZE TYPE REMARKS
CJ SJ P1 SF1
4 F1 5 P1 150 x 50 x 6.0 RHS STEEL POST H.D.G
PF2
4 BP1 ST2.2 NOTE: F1 150 x 50 x 6.0 RHS STEEL FRAME H.D.G
REFER TO LANDSCAPE
ST2.2
F1 100 ARCHITECT DRAWINGS FOR
DJ
SJ
SJ
SJ
SJ
SJ
SJ BP1 SJ 'CRAZY PAVE' EDGE DETAIL. NOTES
5 · REFER ARCHITECTS DRG'S & SPECIFICATIONS FOR DETAILS
OF WATERPROOFING & EXTENTS OF FALLS & STEPS.
7 C1 SF1 · LOAD BEARING WALLS MAY NOT BE ALTERED WITHOUT
ST2.3 WRITTEN PERMISSION OF DESIGN ENGINEER.
A DETAIL
SF1
SF1
SJ
GARDEN ST2.3 CHAIRING OF STEEL MESH:-
SWIMMING POOL CHAIRS ARE TO BE PROVIDED AT 800mm MAX.CRS. IN BOTH
SJ
CJ BY OTHERS
100 DIRECTIONS. CHAIRS TO RUN IN STRAIGHT LINES IN BOTH
DIRECTIONS.
SJ
SPA BY
OTHERS
SF1
6
150 STEP
150 STEP
ET1 ET1 ET1 © This plan is Copyright. Other than for the purposes of and subject to
SJ
SJ
ET1
ET1
PF1 the conditions prescribed under the Copyright Act, no part of it may in any
SJ
SJ
SJ
SJ
SJ
SJ
ET1 100 form or by any means (electronic, mechanical, micro copying, photo-
CJ copying, recording or otherwise) be reproduced, stored in a retrieval
ET1 ET1 UP
system or transmitted without the prior written permission of Alta Projects.
All intellectual property remains within Alta Projects. All enquiries should
7 be directed to Alta Projects.
NOTE: NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION"
UMBRELLAS & ASSOCIATED
ST2.2
ST2.2
AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED
1
8
FOOTINGS/FIXINGS TO MANUFACTURERS
SPECIFICATIONS & CERTIFICATIONS. FOR CONSTRUCTION PURPOSES.
DRAWING STATUS Design: SD
Drawn: JR
GROUND FLOOR SLAB AND FOOTING PLAN.
SCALE 1:100 (A1) 1:200 (A3)
TENDER Date: AUG 2018
Datum: AHD
NOT FOR CONSTRUCTION
REFER DWG No. A6287/18/ST1.0 FOR STANDARD NOTES Checked: . .MB
.....
0 2.0 4.0 6.0 8.0 10.0m A1 SHEET SIZE
SCALE 1:100 A1, 1:200 A3
N .......................
ENGINEERS APPROVAL RPEQ - 18776
FOOTING NOTES:- PAD FOOTING SCHEDULE STRIP FOOTING SCHEDULE EDGE THICKENING SCHEDULE COLUMN SCHEDULE BORED PIER SCHEDULE
PR
1. FOUNDATION CONDITIONS AFTER EXCAVATION TO BE INSPECTED BY THE ENGINEER
PAD TYPE PF1 PF2 BEAM TYPE SF1 SF2 EDGE TYPE ET1 COLUMN TYPE C1 PIER TYPE BP1
OJ
PRIOR TO PLACING STEEL REINFORCEMENT.
EC
2. FOOTING CONCRETE GRADE N25 (F'c = 25 MPa)
SIZE SIZE (WIDTH) 450 750 SIZE (WIDTH) 450 SIZE 300 DIA SIZE 450 DIA 450 DIA
TS
3. FOOTINGS TO BE FOUNDED IN NATURAL MEDIUM DENSE SAND WITH A MINIMUM 3400 x 1300 6200 x 2000
ALLOWABLE BEARING PRESSURE OF 100 kPa. ENGINEERING : DESIGN : MANAGEMENT
DEPTH 300 300 DEPTH 400 300 DEPTH 400 REINFT. 4N16 DEPTH 1200 T.B.C. Brah 101 pty ltd t/a Alta Projects
A.B.N. 91 611 354 511
REINFT. TOP SL92 SL92 REINFT. TOP 4L11TM 4N12 REINFT. TOP NA LIGS R10 SPIRAL REINFT. 5N12 VERTICAL NA 26 Memorial Avenue, Cotton Tree
AT 250 PITCH R6 SPIRAL AT
PO Box 559, Cotton Tree, QLD, 4558
BLINDING SLAB NOTES:- BTM SL92 SL92 BTM 4L11TM 4N12 BTM 4L11TM 300 PITCH
Tel (07) 5475 4125 Fax (07) 5479 1607
100mm THICK R.C. SLAB, GRADE N25 CONCRETE (F'c = 25 MPa), MAXIMUM SHRINKAGE AT 56
DAYS = 750 MICRO STRAIN. SL92 MESH IN TOP (30 COVER INTERNAL & 40 COVER EXTERNAL), NOTES: CAST IN N25 CONC. CAST IN N25 CONC. LIGS R10 AT 400 R10 AT 400 NOTES: CAST IN N25 CONC. NOTES: 40mm COVER CAST NOTES: CAST IN N25 CAST IN N25 MASS Email: [email protected]
MESH LAPS AS PER DETAIL ON DWG No. A6287/18/ST1.2 WHERE REQUIRED. STAGGER LAPS 65mm COVER 65mm COVER 65mm COVER COLUMN IN N40 CONCRETE CONCRETE Web: http://www.alta.net.au
TO AVOID BUILD UP OF MESH. SLAB TO BE POURED ON 0.2mmTHICK VAPOUR BARRIER OVER NOTES: CAST IN N25 CONC. CAST IN N25 CONC. 65 COVER
50mm THICK SAND BEDDING ON PREPARED SUB-GRADE. 65mm COVER 65mm COVER PROJECT:
CULGOA POINT BEACH RESORT
(STAGE 1)
GYM SLAB NOTES:-
125mm THICK R.C. SLAB, GRADE N25 CONCRETE (F'c = 25 MPa), MAXIMUM SHRINKAGE AT 56 at 5 QUAMBY PLACE,
DAYS = 750 MICRO STRAIN. SL92 MESH IN TOP (30 COVER INTERNAL & 40 COVER EXTERNAL),
MESH LAPS AS PER DETAIL ON DWG No. A6287/18/ST1.2 WHERE REQUIRED. STAGGER LAPS NOOSA HEADS, QLD
TO AVOID BUILD UP OF MESH. SLAB TO BE POURED ON 0.2mmTHICK VAPOUR BARRIER OVER CLIENT:
50mm THICK SAND BEDDING ON PREPARED SUB-GRADE.
CULGOA POINT BEACH RESORT B/C
DRAWING TITLE:
NOTE:- UNDERGROUND SERVICES GROUND FLOOR SLAB
SHALLOW FOUNDATIONS SHALL BE DEEPENED WHERE ADJACENT TO BOTH PROPOSED OR
EXISTING UNDERGROUND SERVICES SO THAT THE ANGLE OF REPOSE FROM THE
& FOOTING PLAN
UNDERSIDE OF FOOTINGS CROSSES BENEATH THE UNDERSIDE OF SERVICE TRENCHES /
TANK EXCAVATION. REFER TO DETAIL ON DWG No. A6287/18/ST1.2.
Drawing No. Revision
A6287/18/ST2.0 T2
FILENAME : Drawing5.dwg - DATE : 5/9/18 - 9:37am
Page 3
AMENDMENTS
ISSUE DATE DESCRIPTION INIT.
P1 20.08.2018 PRELIMINARY ISSUE JR
T1 03.09.2018 TENDER ISSUE JR
2N12 CORNER BARS 2N12 CORNER BARS
TOP & BOTTOM TOP & BOTTOM
SF1 SF1 450 LAP
50mm
600 MAX.
450
450
MESH
SF1
450
50mm
450 450 2N12 EACH FACE MESH
SF1
450
450
MESH REINFT LAP DETAIL.
450 450 NOT TO SCALE
TYPICAL STRIP FOOTING CORNER DETAIL TYPICAL STRIP FOOTING TEE DETAIL TYPICAL STEP FOOTING DETAIL
SCALE 1:10 A1 (1:20 A3) SCALE 1:10 A1 (1:20 A3)
(IF REQUIRED)
SCALE 1:20 A1 (1:40 A3)
AT RE-ENTRANT CORNERS
1 STRIP OF 3-L11TM OR 2-N12
BARS x 2.0M LONG SHALL BE
PLACED DIAGONALLY
ACROSS CORNER.
SLAB ON GROUND 15
SL92 MESH TOP 0
30 COVER (INTERNAL)
40 COVER (EXTERNAL)
F'C = 25 MPA. PROVIDE 10mm ABELFLEX R16 GALVANISED DOWELS (400
& ELASTOMERIC LONG) AT 600 CTS CUT EVERY SECOND 30mm DEEP SAW CUT WITHIN
JOINTS AS SHOWN ON PLAN
SEALANT. WIRE OF MESH 8 HOURS OF POUR.
SLAB MESH
100/125
200 UM VISQUEEN
200 UM VISQUEEN 50mm
DOWEL SOCKETS TO
MANUFACTURERS SPEC.
200 UM VISQUEEN 50mm SAND
BEDDING
50mm SAND BEDDING TYPICAL RE-ENTRANT CORNER © This plan is Copyright. Other than for the purposes of and subject to
SAND BEDDING
REINFORCEMENT DETAIL the conditions prescribed under the Copyright Act, no part of it may in any
form or by any means (electronic, mechanical, micro copying, photo-
NOT TO SCALE copying, recording or otherwise) be reproduced, stored in a retrieval
TYPICAL GROUND SLAB DETAIL TYPICAL DOWELLED CONSTRUCTION JOINT TYPICAL SAWN JOINT DETAIL system or transmitted without the prior written permission of Alta Projects.
All intellectual property remains within Alta Projects. All enquiries should
SCALE 1:10 A1 (1:20 A3)
DETAIL (DJ) (IF REQUIRED) be directed to Alta Projects.
SCALE 1:10 A1 (1:20 A3) SCALE 1:10 A1 (1:20 A3)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION"
AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED
FOR CONSTRUCTION PURPOSES.
DRAWING STATUS Design: SD
Drawn: JR
Date: AUG 2018
10mm ABLEFLEX
& ELASTOMERIC
TENDER Datum: AHD
SEALANT NOT FOR CONSTRUCTION
TO BE CONFIRMED BY DRILL & PLACE LOOSE Checked: . .MB
.....
BUILDER PRIOR TO R16 GALVANISED DOWELS A1 SHEET SIZE
CONSTRUCTION
150 (400LONG) AT 600 CTS
.......................
ENGINEERS APPROVAL RPEQ - 18776
DEPTH TO BE CONFIRMED BY
PR
BUILDER PRIOR TO
OJ
CONSTRUCTION
EC
EXISTING SLAB 200 UM VISQUEEN
TS
50mm SAND
BEDDING ENGINEERING : DESIGN : MANAGEMENT
Brah 101 pty ltd t/a Alta Projects
A.B.N. 91 611 354 511
FOOTINGS ADJACENT TO PROPOSED
SERVICE / TANK EXCAVATION TO BE
1 TYPICAL CONSTRUCTION JOINT DETAIL (DJX) 26 Memorial Avenue, Cotton Tree
FOUNDED BELOW THE 1 SCALE 1:10 A1 (1:20 A3)
PO Box 559, Cotton Tree, QLD, 4558
ZONE OF INFLUENCE PROVIDE 15 MPa Tel (07) 5475 4125 Fax (07) 5479 1607
BLINDING CONCRETE AS REQUIRED Email: [email protected]
ZONE OF INFLUENCE Web: http://www.alta.net.au
1000 200 BLOCKWORK.
R12 DOWEL AT 400 CTS PROJECT:
N12 AT 400 EACH WAY.
600 LONG GREASE ONE
END.
FILL ALL CORES
STOP HORIZ. BARS EITHER SIDE OF
CULGOA POINT BEACH RESORT
JOINT.
(STAGE 1)
TYPICAL FOOTING ADJACENT TO
at 5 QUAMBY PLACE,
SERVICES / TANK EXCAVATION DETAIL
(IF REQUIRED).
NOOSA HEADS, QLD
CLIENT:
CULGOA POINT BEACH RESORT B/C
FLEXIBLE SEALANT BOTH SIDES DRAWING TITLE:
TYPICAL (CJ) BLOCKWORK CONTROL JOINT GROUND FLOOR SLAB & FOOTING
SCALE 1:10 (A1) 1:20 (A3) TYPICAL DETAILS
Drawing No. Revision
A6287/18/ST2.1 T1
FILENAME : A6287-18-ST.dwg - DATE : 3/9/18 - 2:12pm
Page 4
AMENDMENTS
200 HB
ISSUE DATE DESCRIPTION INIT.
P1 20.08.2018 PRELIMINARY ISSUE JR
T1 03.09.2018 TENDER ISSUE JR
7 6
2100 MAX.
BENCH SEAT TO
NOTE: ARCHITECTS SPECS. N12 AT 400 E.W.
REFER TO LANDSCAPE CENTRAL.
DRILL & EPOXY FIX N12 ARCHITECT DRAWINGS
DOWELS AT 300 CTS (600 FOR COPING DETAILS.
TILES BY OTHERS LONG) 150 EMBEDMENT.
N12 AT 400 STARTERS.
SL92 TOP
MIN.
TILES BY OTHERS
100
150
450 LAP.
40 TOP COVER. 10mm COMPRESSIBLE
FALL SL92 TOP
MATERIAL & FLEXIBLE
40 TOP COVER.
SEALANT
GROUND FLOOR GROUND FLOOR CLEANOUT BLOCK TYPICAL.
APPROX WATERLINE
400
100
100
300
TYPICAL ET1 200 UM VISQUEEN. TYPICAL ET1
4L11TM BTM 50mm SAND BEDDING. 4L11TM BTM TYPICAL SF2
200 UM VISQUEEN.
300
65 COVER 65 COVER 50mm SAND BEDDING. 4N12 TOP & BTM. R10
LIGS AT 400 CTS. 65
SWIMMING POOL COVER.
450Ø MASS CONCRETE 750
STRUCTURE BY OTHERS
BORED PIERS AT 2500 CTS.
450Ø MASS CONCRETE
(DEPTH TO BE CONFIRMED
BORED PIERS AT 2500 CTS.
APPROX. 1200d)
(DEPTH TO BE CONFIRMED
MEDIUM DENSE SAND MEDIUM DENSE SAND APPROX. 1200d)
450 450
SECTION 1 SECTION 2
1:20 (A1) 1:40 (A3) ST2.0 1:20 (A1) 1:40 (A3) ST2.0
TYPICAL (ET1) EDGE THICKENING DETAIL. TYPICAL (SF2) STRIP FOOTING DETAIL.
E D
1850 MAX.
PODIUM LEVEL
© This plan is Copyright. Other than for the purposes of and subject to
the conditions prescribed under the Copyright Act, no part of it may in any
form or by any means (electronic, mechanical, micro copying, photo-
BATTENS TO copying, recording or otherwise) be reproduced, stored in a retrieval
ARCHITECTS system or transmitted without the prior written permission of Alta Projects.
3 2 B SPECS. NOTE: All intellectual property remains within Alta Projects. All enquiries should
MINIMUM RADIUS be directed to Alta Projects.
TO BE CONFIRMED
BY FABRICATOR
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION"
200 HB 200 HB AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED
200mm THICK FOR CONSTRUCTION PURPOSES.
CONC. STAIRS
DRAWING STATUS Design: SD
Drawn: JR
DRILL & EPOXY FIX N16 Date: AUG 2018
DOWELS AT 300 CTS (600
F1
TENDER Datum: AHD
TYPICAL P1 LONG) 150 EMBEDMENT. TYPICAL NOT FOR CONSTRUCTION
150 x 50 x 6.0 N12 AT 400 E.W. 150 x 50 x 6.0 Checked: . .MB
.....
RHS POST. CENTRAL. (POOL LIFT STORE) RHS FRAME. A1 SHEET SIZE
N12 AT 400 EACH WAY N16 AT 400 VERT.
CENTRAL. N12 AT 400 HORIZ.
CENTRAL. FRAME TO HAVE A
ELASTOMERIC SEALANT
N12 AT 400 STARTERS. 450 LAP. BITUMINOUS COATING
& 10mm COMPRESSIBLE
450 WHERE IN CONTACT
10mm BASE PLATE, MATERIAL TYPICAL. .......................
600 WITH SOIL. RPEQ - 18776
2M16 CHEMSET N12 TIE BAR SL92 TOP 100mm THICK SLAB, N16 STARTERS TILES BY OTHERS TILES BY OTHERS ENGINEERS APPROVAL
125
ANCHORS, 150mm AT 900 CTS 30 TOP COVER. EXISTING CARPARK N12 STARTERS AT 400 SL92 MESH AT 400, 600 LAP. SL92 TOP SL92 TOP 12mm BASE PLATE.
100
EMBEDMENT. GROUND SLAB, LAP 450 30 TOP COVER. 40 TOP COVER. 40 TOP COVER.
PR
GYM FLOOR CLEANOUT BLOCK TYPICAL. FALL NON-SHRINK GROUT.
CUT TO SUIT. GROUND FLOOR
OJ
EC
APPROX WATERLINE
100
100
TS
ENGINEERING : DESIGN : MANAGEMENT
4/M16 HD BOLTS WITH
Brah 101 pty ltd t/a Alta Projects
200 UM VISQUEEN. DRILL & EPOXY FIX 200 UM VISQUEEN. LEVELLING NUTS, R8
A.B.N. 91 611 354 511
300
TYPICAL PF2
TYPICAL SF1 50mm SAND BEDDING. TYPICAL SF1
400
400
BOLT CAGE.
600
200 UM VISQUEEN. N12 DOWELS AT 300 50mm SAND BEDDING.
6200 x 2000 x 300d 50mm SAND BEDDING. SWIMMING POOL CTS (600 LONG) 150 26 Memorial Avenue, Cotton Tree
4L11TM TOP & BTM. R10 4L11TM TOP & BTM. R10
PAD FOOTING, STRUCTURE BY EMBEDMENT. PO Box 559, Cotton Tree, QLD, 4558
LIGS AT 400 CTS. 65 COVER. LIGS AT 400 CTS. 65 COVER. 200
SL92 MESH TOP & TYPICAL BP1 Tel (07) 5475 4125 Fax (07) 5479 1607
1200*
COG OTHERS *DEPTH OF BORED PIER
BTM. 65 COVER. 5N12 VERTICAL, Email: [email protected]
450Ø MASS CONCRETE 450Ø MASS CONCRETE TO BE CONFIRMED ON R6 SPIRAL AT 300
BORED PIERS AT 2500 CTS. BORED PIERS AT 2500 CTS.
450Ø MASS CONCRETE SITE BY THE ENGINEER PITCH, 65 COVER
Web: http://www.alta.net.au
BORED PIERS AT 2500 CTS. PRIOR TO POURING
(DEPTH TO BE CONFIRMED (DEPTH TO BE CONFIRMED
(DEPTH TO BE CONFIRMED PROJECT:
APPROX. 1200d) APPROX. 1200d)
MEDIUM DENSE SAND MEDIUM DENSE SAND APPROX. 1200d) MEDIUM DENSE SAND
CULGOA POINT BEACH RESORT
450 450 450Ø 450Ø
450Ø
(STAGE 1)
2000
at 5 QUAMBY PLACE,
SECTION 5 NOOSA HEADS, QLD
1:20 (A1) 1:40 (A3) ST2.0
CLIENT:
TYPICAL (BP1) BORED PIER DETAIL. CULGOA POINT BEACH RESORT B/C
DRAWING TITLE:
SECTION 3 SECTION 4 TYPICAL (F1) DETAIL.
1:20 (A1) 1:40 (A3) 1:20 (A1) 1:40 (A3)
GROUND FLOOR SLAB &
ST2.0 ST2.0
FOOTING SECTIONS
TYPICAL (SF1) STRIP FOOTING DETAIL. TYPICAL (PF2) PAD FOOTING DETAIL.
Drawing No. Revision
A6287/18/ST2.2 T1
FILENAME : A6287-18-ST.dwg - DATE : 3/9/18 - 2:12pm
Page 5
200
AMENDMENTS
5 4 3
ISSUE DATE DESCRIPTION INIT.
*NOTE: BALAUSTRADE WITH P1 20.08.2018 PRELIMINARY ISSUE JR
DEPTHS OF STAIR LANDING SLAB & T1 03.09.2018 TENDER ISSUE JR
RCB1 TO MATCH EXISTING CARPARK NOTE: REBATED CHANNEL
TO ARCHITECTS
STRUCTURE. TO BE CONFIRMED EXISTING UPSTAND BEAM TO BE CUT
ONSITE DURING CONSTRUCTION. DETAILS
HERE. TO BE CONFIRMED ONSITE. A
1200*
MINIMUM OF 7 DAYS AFTER
COMPLETION OF BLOCK WALL BELOW.
TYPICAL RCB1 N16 AT 200 CTS EACH EXISTING CARPARK N16 AT 200 CTS EACH
N12 AT 300 CTS EACH DRILL & EPOXY FIX N16
WAY, TOP & BTM. SUSPENDED SLAB WAY, TOP & BTM.
WAY, 2N20 TOP & BTM. DOWELS AT 300 CTS (600
CENTRAL.
NOTE: REFER ARCHITECTS DWG LONG) 150 EMBEDMENT.
200
COG
LANDING 90
FOR NUMBER OF RISERS & TREADS. LANDING
0
REFER NOTE
400*
400*
200
DRIP GROOVE COG DRY PACK GROUTED TOP DRIP GROOVE
LAYER OF CLEANOUT
OF WALL TO ENSURE A
BLOCKS AT TOP OF
GOOD BEARING SURFACE.
WALL TO ALLOW FOR
DRILL & EPOXY FIX N12 COREFILLING. CAST COLUMNS IN N40 CONCRETE
DOWELS AT 400 CTS (300
LONG) 150 EMBEDMENT.
0
20
300Ø
200 HB
N16 AT 200 TYPICAL C1
N12 AT 400 E.W. 4N16 VERTICAL, R10
(POOL LIFT STORE) CENTRAL. SPIRAL AT 250 PITCH.
N16 AT 200 40 COVER.
90
0
SL92 MESH DRILL & EPOXY FIX N12 4N16 STARTERS
40 TOP COVER, N12 STARTERS DOWELS AT 300 CTS (600 LAP 600
N32 CONCRETE. AT 300 CTS. LONG) 150 EMBEDMENT. TILES BY OTHERS
EXISTING CARPARK
100mm THICK SLAB ON 10mm COMPRESSIBLE SL92 TOP N12 STARTERS SL92 TOP
GROUND SLAB CUT
GROUND, SL92 MESH. MATERIAL & FLEXIBLE 40 TOP COVER. AT 400 LAP 450 40 TOP COVER.
TO SUIT.
GROUND FLOOR 30 TOP COVER. SEALANT. GROUND FLOOR
100
300
100
PF2
300
TYPICAL
6200 x 2000 x 300d PAD
TYPICAL PF2 200 UM VISQUEEN.
50mm SAND BEDDING.
FOOTING, SL92 MESH 6200 x 2000 x 300d PAD
TOP & BTM, 65 COVER. FOOTING, SL92 MESH
TOP & BTM, 65 COVER.
450Ø MASS CONCRETE 450Ø MASS CONCRETE 450Ø MASS CONCRETE 450Ø MASS CONCRETE
BORED PIERS AT 2500 CTS. BORED PIERS AT 2500 CTS. BORED PIERS AT 2500 CTS. BORED PIERS AT 2500 CTS.
(DEPTH TO BE CONFIRMED (DEPTH TO BE CONFIRMED (DEPTH TO BE CONFIRMED (DEPTH TO BE CONFIRMED
MEDIUM DENSE SAND APPROX. 1200d) APPROX. 1200d) APPROX. 1200d) MEDIUM DENSE SAND APPROX. 1200d)
450Ø 450Ø 450Ø 450Ø 450Ø
2000
© This plan is Copyright. Other than for the purposes of and subject to
SECTION 6 SECTION 7 the conditions prescribed under the Copyright Act, no part of it may in any
1:20 (A1) 1:40 (A3) 1:20 (A1) 1:40 (A3) form or by any means (electronic, mechanical, micro copying, photo-
ST2.0 ST2.0
copying, recording or otherwise) be reproduced, stored in a retrieval
system or transmitted without the prior written permission of Alta Projects.
TYPICAL (PF2) PAD FOOTING DETAIL. TYPICAL COLUMN (C1) DETAIL All intellectual property remains within Alta Projects. All enquiries should
be directed to Alta Projects.
TYPICAL PAD FOOTING (PF2) DETAIL
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION"
AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED
FOR CONSTRUCTION PURPOSES.
DRAWING STATUS Design: SD
7 6
Drawn: JR
Date: AUG 2018
TENDER Datum: AHD
NOT FOR CONSTRUCTION
DRILL & EPOXY FIX N12 Checked: . .MB
.....
NOTE: REFER ARCHITECTS DWG DOWELS AT 300 CTS (600 A1 SHEET SIZE
FOR NUMBER OF RISERS & TREADS. LONG) 150 EMBEDMENT.
APPROX WATERLINE
SPA STRUCTURE .......................
SL92 MESH. 40 TOP ENGINEERS APPROVAL RPEQ - 18776
BY OTHERS. 450
COVER. N32 CONCRETE
PR
OJ
EC
TYPICAL SF1
TS
4L11TM TOP & BTM. R10
ENGINEERING : DESIGN : MANAGEMENT
LIGS AT 400 CTS. 65 COVER.
Brah 101 pty ltd t/a Alta Projects
A.B.N. 91 611 354 511
N12 STARTERS AT 300 26 Memorial Avenue, Cotton Tree
DRILL & EPOXY FIX 2N16
CTS FULL PERIMETER. PO Box 559, Cotton Tree, QLD, 4558
TOP OF WALL (600 LONG)
150min. INTO SPA SHELL.
Tel (07) 5475 4125 Fax (07) 5479 1607
Email: [email protected]
N12 HORIZ. AT 300 CTS
MAX. FULL PERIMETER. Web: http://www.alta.net.au
PROJECT:
TYPICAL PF1
3400 x 1300 x 300d PAD CULGOA POINT BEACH RESORT
FOOTING, SL92 MESH
TOP & BTM, 65 COVER.
450Ø MASS CONCRETE 450Ø MASS CONCRETE
DRILL & EPOXY FIX N16
DOWELS AT 300 CTS (600
SPA STRUCTURE
BY OTHERS (STAGE 1)
BORED PIERS AT 2500 CTS.
(DEPTH TO BE CONFIRMED
BORED PIERS AT 2500 CTS.
(DEPTH TO BE CONFIRMED
LONG) 150 EMBEDMENT.
at 5 QUAMBY PLACE,
DETAIL A
MEDIUM DENSE SAND
APPROX. 1200d) APPROX. 1200d)
1:20 (A1) 1:40 (A3) ST2.0
NOOSA HEADS, QLD
CLIENT:
450Ø 450Ø CULGOA POINT BEACH RESORT B/C
DRAWING TITLE:
STAIR & COLUMN DETAILS
SECTION 8
1:20 (A1) 1:40 (A3) ST2.0
TYPICAL (PF1) PAD FOOTING DETAIL. Drawing No. Revision
A6287/18/ST2.3 T1
FILENAME : A6287-18-ST.dwg - DATE : 3/9/18 - 2:12pm
Page 6
AMENDMENTS
ISSUE DATE DESCRIPTION INIT.
P1 20.08.2018 PRELIMINARY ISSUE JR
T1 03.09.2018 TENDER ISSUE JR
A B C D E F
1
WALL LEGEND
TYPICAL P2 INDICATES LOAD BEARING WALL UNDER
F1 89 x 4.8 CHS POST. RECESSED 10mm BASE INDICATES 200 SERIES REINFORCED BLOCK WALL.
PLATE, 2M16 CHEMSETS. BL
RECESSED 10mm BASE 150 MINIMUM EMBEDMENT. TYPICAL P2 INDICATES 200 SERIES BLOCK LINTEL - REFER DETAIL
PLATE, 2M16 CHEMSETS. 89 x 4.8 CHS POST
150 MINIMUM EMBEDMENT. SLAB LEGEND
BATTENS TO 400 INDICATES 400mm THICK LANDING SLAB
150 MIN
NOTE: F1
ARCHITECTS
TRELLIS CABLES TO MANUFACTURERS
SPECS. RCB1 INDICATES 200w x 1600d R.C. UPSTAND BEAM
SPECIFICATIONS. ENGINEER TO REVIEW
EXISTING
COLUMN LEGEND
ST3.0
PROPOSED CONNECTIONS TO EXISTING
1
CONCRETE
STRUCTURE PRIOR TO INSTALLATION.
UPSTAND BEAM INDICATES LOADBEARING COLUMN UNDER
30 x 0.8 G.I. ROOF
BRACING STRAPS.
F1 FRAMING SCHEDULE
2 RB2
ST2.3 MARK SIZE TYPE REMARKS
6
TYPICAL P2 POST TO SLAB TYPICAL P2 POST TO CONCRETE
BL
BL
P1 150 x 50 x 6.0 RHS STEEL POST H.D.G
F1 R1 CONNECTION DETAIL. CONNECTION DETAIL. P2 89 x 4.8 CHS STEEL POST H.D.G
SCALE 1:10 (A1) 1:20 (A3)
F1 150 x 50 x 6.0 RHS STEEL FRAME H.D.G
P1 RB1 240 x 63 LVL ROOF BEAM -
3
F1 RB1 RB2 RB2 300 x 63 LVL ROOF BEAM -
4
P2 RB3 150 PFC ROOF BEAM H.D.G
MATCH
EXISTING R1 140 x 45 MGP12 RAFTERS 900 MAX. CTS
WIDTH PL1 90 x 45 MGP12 PURLINS 900 MAX. CTS
F1
P2 P2 RCB1 +1200 AFFL
5 DN
REFER SHEDULE
N12 LACE BAR
7
200 TO 400
400
ST2.3
REFER SCHEDULE
NOTE: P2 P2 RCB1
EXISTING UPSTAND BEAM TO BE CUT
HERE. TO BE CONFIRMED ONSITE. A A DETAIL DRILL & EPOXY FIX N12 DOWELS
MINIMUM OF 7 DAYS AFTER AT 300 CTS, 150mm EMBEDMENT
ST3.1 200HB
COMPLETION OF BLOCK WALL BELOW. INTO EXISTING.
EXISTING TYPICAL (BL) LINTEL DETAIL
CONCRETE SCALE 1:10 (A1) 1:20 (A3)
UPSTAND BEAM
FIRST FLOOR & ROOF FRAMING PLAN.
SCALE 1:100 (A1) 1:200 (A3) BLOCK LINTEL SCHEDULE
REFER DWG No. A6287/18/ST1.0 FOR STANDARD NOTES
EXISTING CONCRETE UPSTAND OPENING DEPTH REINFORCEMENT LIGS © This plan is Copyright. Other than for the purposes of and subject to
0 2.0 4.0 6.0 8.0 10.0m the conditions prescribed under the Copyright Act, no part of it may in any
BEAM EXTENSION DETAIL. 1200 300 N/A form or by any means (electronic, mechanical, micro copying, photo-
SCALE 1:10 (A1) 1:20 (A3) 1N16 BTM & TOP copying, recording or otherwise) be reproduced, stored in a retrieval
1800 300 N/A
1N16 BTM & TOP 1N16 BTM system or transmitted without the prior written permission of Alta Projects.
SCALE 1:100 A1, 1:200 A3 2100 300 N/A
& TOP 2N16 BTM & TOP All intellectual property remains within Alta Projects. All enquiries should
N 2400
3000
300
400
2N16 BTM & TOP
W8 AT 200
W8 AT 200 be directed to Alta Projects.
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION"
AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED
A B C FOR CONSTRUCTION PURPOSES.
ST3.1
3
DRAWING STATUS Design: SD
Drawn: JR
3 2 Date: AUG 2018
TENDER Datum: AHD
3 NOT FOR CONSTRUCTION
4 RB3 GI FRAMING HANGER ROOF BATTENS 70 x 45 MGP12 Checked: . .MB
.....
P2 4/2.8dia NAILS EA. LEG. AT 900 CTS MAX FIXED WITH A1 SHEET SIZE
BOX GUTTER 1No. 75mm No.14 TYPE 17
SCREW ROOF SHEETING TO
ARCHITECTS SPECS.
5
RB3 2 .......................
P2 P2 ST3.1 ENGINEERS APPROVAL RPEQ - 18776
PL1 PL1
PR
30 x 0.8 G.I. ROOF
P2 P2
OJ
BRACING STRAPS. 140x35 MGP12 WALL
R1
EC
RB3 PLATE. 1 No. 75mm TYPICAL
140x35 MGP12 FRAMED
TS
No.14 TYPE 17 BATTEN 140x45 MGP12
PARAPET. BLUEBOARD & SCREW PER STUD. RAFTERS AT 900 CTS ENGINEERING : DESIGN : MANAGEMENT
RENDER TO ARCHITECTS (TYPICAL)
SPECS.
TYPICAL 140x35 MGP12 TOP Brah 101 pty ltd t/a Alta Projects
PLATE. M12 CHEMSET A.B.N. 91 611 354 511
2 GI FRAMING ANCHORS AT 900 CTS 26 Memorial Avenue, Cotton Tree
ANCHORS, 300 EMBEDMENT. PO Box 559, Cotton Tree, QLD, 4558
TYPICAL RB1 4/2.8dia NAILS (TYPICAL)
UPPER ROOF FRAMING PLAN.
SCALE 1:100 (A1) 1:50 (A3)
240x63 LVL
ROOF BEAM
EACH LEG. Tel (07) 5475 4125 Fax (07) 5479 1607
Email: [email protected]
Web: http://www.alta.net.au
REFER DWG No. A6287/18/ST1.0 FOR STANDARD NOTES 10mm SEAT &
CLEAT, 2M16 PROJECT:
BOLTS.
REFER MASONRY NOTES
CULGOA POINT BEACH RESORT
(STAGE 1)
TYPICAL P1 at 5 QUAMBY PLACE,
150 x 50 x 6.0
RHS POST.
NOOSA HEADS, QLD
CLIENT:
SECTION 1 200HB
1:10 (A1) 1:20 (A3) ST3.0 CULGOA POINT BEACH RESORT B/C
DRAWING TITLE:
FIRST FLOOR & ROOF FRAMING PLAN
& DETAILS
Drawing No. Revision
A6287/18/ST3.0 T1
FILENAME : A6287-18-ST.dwg - DATE : 3/9/18 - 2:12pm
Page 7
AMENDMENTS
ISSUE DATE DESCRIPTION INIT.
P1 20.08.2018 PRELIMINARY ISSUE JR
T1 03.09.2018 TENDER ISSUE JR
TYPICAL PL1 TYPICALPL1
A 90x45 MGP12 PURLINS B ROOF SHEETING TO 90x45 MGP12 PURLINS
AT 900 CTS TYPICAL ARCHITECTS SPECS. AT 900 CTS TYPICAL
8mm CLEAT
2M12 BOLTS BOX GUTTER TO
ARCHITECTS SPECS.
LIGHTWEIGHT FRAMING LIGHTWEIGHT FRAMING
TO BUILDERS SPECS. TO BUILDERS SPECS.
REFER ARCHITECTS REFER ARCHITECTS
DWGS FOR DETAILS. DWGS FOR DETAILS.
10mm STIFFENER 10mm TOP PLATE TYPICAL RB3 10mm STIFFENER 10mm TOP PLATE BATTENS TO 10mm STIFFENER NON SHRINK GROUT
2M16 BOLTS 150 PFC (H.D.G) 2M16 BOLTS ARCHITECTS
ROOF BEAM SPECS.
10mm CLEAT PLATE. 2M16
TYPICAL P2 TYPICAL P2 CHEMSET ANCHORS.
89 x 4.8 CHS POST. 89 x 4.8 CHS POST. 300 EMBEDMENT. (TYPICAL)
REFER MASONRY NOTES
200HB
SECTION 2
1:10 (A1) 1:20 (A3) ST3.0
1000 MAX CANTILEVER
8m CLEAT © This plan is Copyright. Other than for the purposes of and subject to
2M12 BOLTS the conditions prescribed under the Copyright Act, no part of it may in any
form or by any means (electronic, mechanical, micro copying, photo-
copying, recording or otherwise) be reproduced, stored in a retrieval
system or transmitted without the prior written permission of Alta Projects.
LIGHTWEIGHT FRAMING All intellectual property remains within Alta Projects. All enquiries should
TO BUILDERS SPECS. be directed to Alta Projects.
TYPICAL PL1 REFER ARCHITECTS
90x45 MGP12 PURLINS
DWGS FOR DETAILS. NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION"
AT 900 CTS TYPICAL AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED
FOR CONSTRUCTION PURPOSES.
TYPICAL RB3
150 PFC ROOF BEAM BATTENS TO DRAWING STATUS Design: SD
(H.D.G.) ARCHITECTS
Drawn: JR
SPECS.
Date: AUG 2018
SECTION 3 TENDER Datum: AHD
NOT FOR CONSTRUCTION
Checked: . .MB
1:10 (A1) 1:20 (A3) ST3.0
.....
A1 SHEET SIZE
.......................
ENGINEERS APPROVAL RPEQ - 18776
PR
OJ
NOTE:
EC
EXISTING UPSTAND BEAM TO BE CUT
TS
HERE. TO BE CONFIRMED ONSITE. A
ENGINEERING : DESIGN : MANAGEMENT
MINIMUM OF 7 DAYS AFTER Brah 101 pty ltd t/a Alta Projects
COMPLETION OF BLOCK WALL BELOW.
A.B.N. 91 611 354 511
26 Memorial Avenue, Cotton Tree
PO Box 559, Cotton Tree, QLD, 4558
DRILL & EPOXY FIX N12 DOWELS Tel (07) 5475 4125 Fax (07) 5479 1607
(600 LONG) AT 300 CTS, 150mm Email: [email protected]
EMBEDMENT INTO EXISTING. Web: http://www.alta.net.au
PROJECT:
CULGOA POINT BEACH RESORT
200
EXISTING UPSTAND (STAGE 1)
CONCRETE BEAM RCB1
TYPICAL
N12 AT 300 CTS EACH at 5 QUAMBY PLACE,
WAY, 2N20 TOP & BTM.
CENTRAL. NOOSA HEADS, QLD
CLIENT:
CULGOA POINT BEACH RESORT B/C
DETAIL A DRAWING TITLE:
1:20 (A1) 1:40 (A3) ST3.0
ROOF FRAMING SECTIONS
Drawing No. Revision
A6287/18/ST3.1 T1
FILENAME : A6287-18-ST.dwg - DATE : 3/9/18 - 2:12pm
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