Footing Centerline Note: 1:100. fall. fall 1:100. fall 1:100. 1:100 fall 1:100 1:100. fall. fall 1: step. fall.

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1 LEGEND Footing Centerline CUPOLEX DOMES 200 CUPOLEX DOMES 60 thk Verandah slab w/ SL82 mesh on cupolex domes A 60 thk Bath Slab w/ SL82 mesh on 200 cupolex domes CUPOLEX CUPOLEX SHALL BE INSTALLED AS SCHEDULED & IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION F6 FOOTING SCHEDULE F1 320 DEEP x 300 WIDE RAFT FOOTING 320 DEEP x 300 WIDE RAFT FOOTING F3 320 DEEP x 550 WIDE RAFT FOOTING F4 260 DEEP x 230 WIDE RAFT FOOTING 260 DEEP x 240 WIDE RAFT FOOTING F6 500 DEEP x 300 WIDE STRIP FOOTING: refer Detail 2 N12 STAER BARS AS SCHEDULED Provide cage to all footings 3-N12 bot reinf & 2 N12 top reinf w/ N crs unless noted otherwise The ground adjacent to the building must be graded to a uniform of 50mm for a 1m wide perimeter B Footing Centerline thk Verandah slab w/ SL82 mesh on cupolex domes 3-N12 RE-ENTRANT BARS x 800 LONG TIE TO MESH (100 GAUGE) F F4 F step 60 step F3 F6 DANLEY 250mm KEY JOINT w/ SILCOSEAL BOND BREAKER F1 60 thk Slab w/ SL82 mesh on cupolex domes 60 REBATE +320 N12 x 600 'L' CORNERS & JUNCTIONS TIE TO U/S OF CAGE 300 x 75 thk CONC MOWING STRIP: 3-SL8TM CENTRALLY PROVIDE TOOL CORNERS & 2400 CRS (COMPACT SUBGRADE 95% MMDD) Core fill all cores to Party Walls 2 60 REBATE Stop End 260 Cupolex Dome Benton Stop 260 SITE PREPERATION BENCH SLAB 50 BELOW NGL PROVIDE 50 SAND BED COMPACTED TO 95% MMDD PROVIDE 0.2 WPM UNDERLAY ON SAND BED Stop End cover (Benton Stop) (Cupolex Dome) CUPOLEX: 260 DOME SCALE 1:10 PA PLAN SLAB & FOOTING PLAN SCALE: 0 SCALE: 2 4m DATE INIT. DEPT/COMPANY. NOHERN REGION (CYCLONIC) 1 BED UNIT MASONRY SLAB & FOOTING PLAN SHEET S02 OF 6 B A3

2 LEGEND A 100 x 50 x 2 RHS 900 CRS MAX Mitre ring beam 'B1' corners & fully weld ROOF FRAMING SCHEDULE B1 75 x 4 SHS COLUMN 75 x 50 x 4 RHS MULLION: REFER TO Archit. Dwgs 125 x 75 x 4 RHS RING BEAM REFER TO SECTION B: PAGE S05 ROOF TRUSS AS SCHEDULED: REFER SECTION A CAST IN PLATE: REFER DETAIL BELOW SOLARSPAN PANELS SOLARSPAN SHALL BE INSTALLED AS SCHEDULED & IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION & AS NOTED ON THESE Dwgs B Gable Awning Fix truss top & bot chord to Party Wall w/ M12 c/a to reinf ea crossing: Hilti Hit RE 500 c/a (110 embed) 100 x 50 x 2 RHS 750 CRS MAX CONTINUOUS 65 X 2.5 CA FIX TO CEILING PANEL w/ 14g CRS STITCH WELD TO B1: (HIT 30, MISS 300) = = Truss Centerline = = Truss Centerline Reflected Ceiling Plan FIX CEILING PANEL TO B/B w/ M12 HILTI HIT CRS (100 EMBED) Provide 50 SQ x 2 distribution washer PA PLAN ROOF FRAMING PLAN SCALE INT WALL CONN TO CEILING PANEL DETAIL SCALE: 1: SCALE: 2 4m 0 ISSUE FOR APPROVAL NOHERN REGION (CYCLONIC) 1 BED UNIT MASONRY ROOF FRAMING & REFLECTED CEILING PLAN SHEET S03 OF 6 B A3

3 TRUSS MEMEBER SCHEDULE Top Chord Bottom Chord Web Members 75 x 2 SHS 75 x 2 SHS 75 x 2 SHS CONTINUOUS 65 X 2.5 CA FIX TO CEILING PANEL w/ 14g CRS STITCH WELD TO B1: (HIT 30, MISS 300) CONTINUOUS 65 X 2.5 CA FIX TO CEILING PANEL w/ 14g CRS STITCH WELD TO CA (HIT 30, MISS 300) Truss top chord nodes = = = BMT CUSTOM ORB SOFFIT CLADDING PAN FIX AS PER DTC M/309/1 TO 75 x 50 x 2 RHS 750 CRS MAX Top of Wall 75 X 4 SHS 1 3 POINT 75 X 4 SHS 1 3 POINT Lintel -260 VFL SQ x 10 CIP N12 TAG x 200, COG 65 PLUG & FW TO CIP (GRIND FLUSH) HOT DIP GALVANISE ASSEMBLY (500 gsm) PROVIDE K/O BLK UNDER SILL. EXTEND 200 PAST OPENING ±0.00 FFL 50mm for 1m NGL 50mm for 1m -320 NGL FALL VERANDAH SUBGRADE 20mm FALL VERANDAH SUBGRADE 15mm 300 x 75 thk CONC MOWING STRIP: 3-SL8TM CENTRALLY PROVIDE TOOL 2400 CRS MAX (COMPACT SUBGRADE 95% MMDD) = = = = = PROVIDE LAYERS MAX OF SELECT FILL COMPACTED TO 95% MMDD. CLASS 'M' SITE CLASSIFICATION AS PER AS2870 Truss bot chord nodes GENERAL ARRANGEMENT SECTION SCALE: 1:50 A GABLE CLADDING PROVIDE 0.42 BMT VEICAL CUSTOM ORB GABLE CLADDING PAN FIX AS PER DTC M/309/1 TO HORIZ 40 TH 900 CRS MAX AS PER DTC M/630/1A Provide raking batten to truss top chord 0 ISSUE FOR APPROVAL NOHERN REGION (CYCLONIC) 1 BED UNIT MASONRY SECTION A SHEET S04 OF 6 B A3

4 xx-xx 2-R6 galv. ties to masonry wall junctions at 400 crs (typ) /200 SERIES MASONRY WALL WALL JUNCTION 80 edge dist N16 TIE x 600 LEGS 61 WALL CORNER N16 TIE x 600 LEGS B/B REINFORCEMENT LAPS DETAIL SCALE: 1:10 _ - xx-xx 50mm for 1m NGL PAINT EXPOSED STEELWORK w/ 'AMERLOK' 400 or APPROVED EQUIVALENT GABLE AWNING SECTION SCALE: 1:50 B FOOTING 'F6' DETAIL SCALE: 1:20 _ - Ligatures & s/b omitted for clarity Lap footing reinf as shown 0 ISSUE FOR APPROVAL NOHERN REGION (CYCLONIC) 1 BED UNIT MASONRY SECTION B & DETAILS SHEET S05 OF 6 B A3

5 NOTES 1. CONSTRUCTION TO BE IN ACCORDANCE WITH AS/NZS : 2003 SECTION 5, CLAUSE 5.6 AND AS , CLAUSES (b), (c) AND 6.6 (d). 25mm COMPRESSIVE COLLAR 2. PIPE BEDDING SHALL BE CLEAN SAND AGGREGATE TO BE NO GREATER THAN 5mm. 3. BACKFILL TO BE SITE EXCAVATION MATERIAL APPROVED BY SUPERINTENDENT AND HAVE AN AGGREGATE NO GREATER THAN 50mm AND CONTAIN NO BUILDING RUBBISH. 4. BACKFILL TO BE COMPACTED TO 95% MMDD. 5. ALL TRENCHES OVER 1.5m TO BE SHORED OR BATTERED UNLESS AUTHORISED BY THE SUPERINTENDENT. 6. SWIVEL JOINT TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMDATIONS. ENSURE JOINT IS SET AT MID-LENGHT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. 7. THESE DETAILS ONLY APPLY TO CLASS "E" AND "H1 & H2" SITES AS DEFINED BY AS SWIVEL JOINT SJ10015 OR EQUIVALENT CLASS 'E' SITE ONLY REFER TO SPECIFICATIONS TABLE PIPE PENETRATION DETAILS Note INTERNAL BEAM BTM TRENCH MESH NOT SHOWN FOR CLARITY EXPANDABLE AND SWIVEL JOINT SPECIFICATIONS CUPOLEX DOME SITE CLASSIFICATION MINIMUM EXPANSION OF JOINTS SWIVEL JOINT CLASS H1 CLASS H2 CLASS E CLASS P 80mm 100mm mm 80mm ACCEPTABLE PIPE PENETRATION ZONE ACCEPTABLE PIPE PENETRATION ZONE ADDITIONAL: 3-SL8TM FIXED to bot of cage x 0 long DOWN PIPE NATURAL SURFACE LIGHTLY COMPACTED CLAY FINES TO FORM IMPERMEABLE LAYER ADDITIONAL: 2-N12 L-BARS fix to top of fabric, 0 each leg OVER-LAP PIPES mm MIN AS SHOWN 200 SINGLE JUNCTION GROUND SURFACE 1:20 FALL BACKFILL DEPTH VARIES APRROVED BEDDING SAND SEE NOTE 2 STORMWATER DRAINAGE PIPE PROVIDE VISUAL SPACE TO COMPLY WITH AS TRENCH MESH ALLOW PIPE WORK TO MOVE VEICALLY INDEPENDENT OF FOOTINGS max STORM WATER JOINTS MUST BE SEALED TO PROTECT THEM AGAINST PLANT ROOT CRIME AND DI INTRUSION BY WRAPPING WITH DENSO TAPE OVER A 50mm LENGTH BEYOND THE JOINT ON EITHER SIDE. THE DENSO TAPE MUST FIRST BE LAID OUT IN STRAIGHT LENGTHS AND SPRINKLED WITH COPPER SULPHATE CRYSTALS PRIOR TO WRAPPING. CUPOLEX DETAILS TRENCH DETAIL NOTE: WHERE PIPE PASES UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE BACKFILLED WITH COMPACTED CLAY OR CONCRETE TO RESTRICT THE INGRESS OF WATER BENEATH THE FOOTING SYSTEM max PIPE UNDER FOOTING ELEVATION 0 ISSUE FOR APPROVAL NOHERN REGION (CYCLONIC) 1 BED UNIT MASONRY CUPOLEX SPECIFICATION SHEET S06 OF 6 B A3

6 NOHERN TERRITORY OF AUSTRALIA BUILDING ACT SECTION 40 CEIFICATE OF COMPLIANCE DESIGN All sections must be completed mark N/A to any question that does not apply PROPEY / PROJECT DETAILS Owner (if known): Lot/Portion Number: Address: Location: Wurumiyanga Town / Hundred : Bathurst Island Description of works : Proposed Triplex DUMENTS ATTACHED Drawing Nos: NTG Dwg s B :B Other: DESIGN BASIS (please list relevant Standards used in the design) AS1170, AS4100, AS3600, AS3700, AS4600, AS AS2870, AS1554, AS1312, AS3850 Class of Building (BCA): 1a Type of Construction (BCA volume 1.1): (eg. Type A fire-resisting construction) Building Importance Level (BCA Table B1.2a): II Annual Probability of Exceedance for Wind (BCA Table 1.2b): 1 in 500 Region: C Regional ultimate wind speed V R(m/s): 69 Terrain Category: 2.0 Reference height (m): 4.3 M z,cat : 0.91 M s : 1.0 M t : 1.0 V desθ Design Wind Speed at reference height (m/s): 63 Internal Pressure Coefficients (C p,i): To AS Section 5.3 & Table 5.1 External Pressure Coefficients (C p,e) Walls To AS Section 5.4 & Appendix C n/a Roof To AS Section 5.4 & Appendix C Net Pressure Coefficients: (C p,n) Roof / Walls To AS Appendix D Imposed Loads, kpa Floor / Roof To AS Earthquake Design Category, EDC (Table 2.1 of AS ): n/a Annual Probability of Exceedance for Earthquake Actions (BCA Table 1.2b): 1 in n/a Importance Level (BCA): n/a Hazard Factor, Z (Section 3): n/a Class of Sub-Soil (Section 4): n/a Safe Foundation Bearing Capacity, kpa: 100 Site classification (AS2870): M to be confirmed prior to construction COMMENTS / EXCLUSIONS (Exclusions to this Certificate must be clearly identified). The following items are excluded and shall be certified separately: Glazed Windows & Doors inc glazing, frag & fixing Comments: These Dwgs are to be read in conjunction with NTG Std Masonry Triplex (Cyclonic) Dwg s Where conflicts exist these Dwg s shall take precedence CEIFICATION BY ENGINEER Company Name if certification issued on behalf of a corporation Company NT Registration Number I certify that reasonable care has been taken to ensure that the structural engineering aspects of the works as described above have been designed in accordance with the requirements of the Building Code of Australia and the Building Regulations. Name (see *below) Michael Cooper Noee/Individual NT Registration Number 21133ES Signature Date 30 June, 2018 * Name and registration number of noee signing on behalf of the company or if no company, name of individual issuing certification. Revised 31/7/14 No changes to the declaration are permitted Page 1 of 2

7 SCHEDULE OF INSPECTIONS REQUIRED Inspection of construction is required at the stages indicated below. [ X ] 1. Completion of site preparation/site filling/excavations for footings prior to placement of any reinforcement or concrete. [ X ] 2. Completion of preparations for placing of concrete strip footings including placement of reinforcement. [ X ] 3. Completion of preparations for placing concrete slabs including compaction of fill and sand blinding, placement of formwork, reinforcement, starter bars and cast in items. [ X ] 4. Completion of preparations for placing of concrete pier footings including reinforcement (if any). [ X ] 5. Starter bars and cast in items after placing of concrete and prior to any covering up work. [ X ] 6 Reinforcement to walls completed prior to core filling (inspection holes and cleanout cores to be completed). [ X ] 7. Structural steelwork and cold formed steelwork completed and prior to any covering up work. Floor frag system completed before floors are laid or underside is lined. [ ] 8. Suspended concrete floor slabs with formwork, reinforcement and cast in items completed, prior to placing of concrete. [ X ] 9. Wall frag or blockwork wall core filling completed (with windows fixed in place) and roof frag with connections completed and prior to sheeting or lining. [ ] Prior lodgement of truss manufacturer s drawings, details and certification required. [ X ] Prior lodgement of windows manufacturer s drawings including fixings and certification required. [ X ] 10. Structural wall linings completed and prior to any covering up work. [ X ] 11. Final inspection upon completion of all structural work including fixings of external roof and wall claddings, flashings, barges & vents. [ X ] 12. Other Inspections as required by the building permit Important Information: 1) The above inspections are required to be carried out by either the certifying engineer or the building certifier who issued the Building Permit for the work. (If no inspections are indicated refer to the certifying engineer for advice). 2) Where works are prescribed building works under the NT Building Act, the building certifier must be provided with a copy of the inspection record and no further works must be carried out by the builder until the building certifier issues a release to proceed with further works. 3) Additional non structural inspections may be required during the course of construction before the issue of an Occupancy Permit (refer to building certifier for requirements). 4) Failure to obtain inspections may prevent the issue of an Occupancy Permit upon completion of the building works. Page 2 of 2