NORTHERN TERRITORY OF AUSTRALIA BUILDING ACT SECTION 40 CERTIFICATE OF COMPLIANCE STRUCTURAL DESIGN

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Vincent Williams
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1 NORTHERN TERRITORY USTRLI UILING T SETION 4 ERTIFITE OMPLINE STRUTURL ESIGN ll sections must be completed mark N/ to any question that does not apply PROPERTY / PROJET ETILS Owner (if known): Lot/Portion Number: ddress: Location: Humpty oo Town / Hundred : Strangways escription of works : Proposed Shed OUMENTS TTHE rawing Nos: ISKY wg s :9 Other: ESIGN SIS (please list relevant Standards used in the design) S7, S4, S6, S7, S46, S S87, S554, S, S85 lass of uilding (): a Type of onstruction ( volume.): (eg. Type fire-resisting construction) uilding Importance Level ( Table.a): II nnual Probability of Exceedance for Wind ( Table.b): in 5 Region: Regional ultimate wind speed V R (m/s): 69 Terrain ategory:.5 Reference height (m): 5. M z,cat :.89 M s :. M t :. V desθ esign Wind Speed at reference height (m/s): 6 Internal Pressure oefficients ( p,i ): To S 7. Section 5. & Table 5. External Pressure oefficients ( p,e ) Walls To S 7. Section 5.4 & ppendix n/a Roof To S 7. Section 5.4 & ppendix Net Pressure oefficients: ( p,n ) Roof / Walls To S 7. ppendix Imposed Loads, kpa Floor / Roof To S 7. Earthquake esign ategory, E (Table. of S 7.4): n/a nnual Probability of Exceedance for Earthquake ctions ( Table.b): in n/a Importance Level (): n/a Hazard Factor, Z (Section ): n/a lass of Sub-Soil (Section 4): n/a Safe Foundation earing apacity, kpa: Site classification (S87): S to be confirmed prior to construction OMMENTS / EXLUSIONS (Exclusions to this ertificate must be clearly identified). The following items are excluded and shall be certified separately: x Proprietary Roller oors omments: ERTIFITION Y STRUTURL ENGINEER ompany Name if certification issued on behalf of a corporation ompany 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 uilding ode of ustralia and the Northern Territory uilding Regulations. Name (see *below) Michael ooper Nominee/Individual NT Registration Number Signature ate voctober, 7 Revised /7/4 No changes to the declaration are permitted Page of

2 * Name and registration number of nominee signing on behalf of the company or if no company, name of individual issuing certification. SHEULE STRUTURL INSPETIONS REQUIRE Inspection of construction is required at the stages indicated below. [ X ]. ompletion of site preparation/site filling/excavations for footings prior to placement of any reinforcement or concrete. [ ]. ompletion of preparations for placing of concrete strip footings including placement of reinforcement. [ X ]. ompletion 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. ompletion 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. [ ] 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 framing 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 framing or blockwork wall core filling completed (with windows fixed in place) and roof framing with connections completed and prior to sheeting or lining. Note: [ ] Prior lodgement of truss manufacturer s drawings, details and certification required. [ ] Prior lodgement of windows manufacturer s drawings including fixings and certification required. [ X ]. Structural wall linings completed and prior to any covering up work. [ X ]. Final inspection upon completion of all structural work including fixings of external roof and wall claddings, flashings, barges & vents. [ X ]. Other Inspections as required by the building permit Important Information: ) The above inspections are required to be carried out by either the certifying engineer or the building certifier who issued the uilding Permit for the work. (If no inspections are indicated refer to the certifying engineer for advice). ) Where works are prescribed building works under the NT uilding ct, 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. ) dditional 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 of

3 LOT 575 SPENELY RO, NEW SHE STRUTURE SHEULE TITLE SL PLN + FLOOR PLN ELEVTIONS 4 RO FRMING PLN 5 SETION + LLOUT,, 6 GRI - ELEVTION 7 GRI - ELEVTION 8 GRI - ELEVTION 9 STRUTURL NOTES MOEL OUNRY.m NORTH OUNRY 4.m EXISTING SHE OUNRY 4.m SPENELY RO NOTE: NEW N EXISTING ONITIONS; Site : OUNRY.m LL IMENSIONS N MESUREMENTS SHOWN RE NOMINL ONLY. THE ONTRTOR SHLL HEK N VERIFY LL MESUREMENTS N LEVELS ON SITE N JUST ORINGLY TO SUIT THE INTENE ESIGN. O NOT SLE FROM S. LL MTERILS N WORKMNSHIP SHLL OMPLY WITH RELEVNT USTRLIN STNRS N THE UILING OE USTRLI. LL WORK SHLL OMPLY WITH THE NT UILING T N REGULTIONS. LL PLUMING N RINGE SHLL OMPLY WITH S5 N LOL UTHORITY REGULTIONS. RINGE SYSTEM SHLL OMPLY WITH NT EPT HELTH OE PRTIE. LL ELETRIL SHLL OMPLY WITH S N LOL UTHORITY REGULTIONS. NY WORK SSOITE WITH SESTOS SHLL OMPLY WITH THE NT WORKSFE OE PRTIE. N.T. FILE SSET TITLE

4 WINOW SHEULE Type Mark escription Height Width "Z" PURLIN VENT WINOW 9 55 "Z" PURLIN VENT WINOW 9 55 "Z" PURLIN VENT WINOW 9 55 "Z" PURLIN VENT WINOW 9 Grand total: 4 OOR SHEULE Type Mark escription Height Width P OULE SOLI ORE OORS R ROLLER OOR 45 4 P SOLI ORE OOR 4 8 R ROLLER OOR 45 4 P SOLI ORE OOR 4 8 Grand total: 5 5 MP ONRETE SL8 REINFORING MESH, TOP OVER.mm WPM. 5mm SN E ON 5mm LYERS MX SELET FILL OMPTE TO 95% MM SL MEMER SHEULE P ORE PIER FOOTING 5 EEP x Ø6 P ORE PIER FOOTING 8 EEP x Ø6 P ORE PIER FOOTING EEP x Ø6 EGE THIKENING EM x J ONTROL JOINT ONRETE SL ETIL : W P R P P P J P J J P J J J P P P J P P S SHE 46 m² P UNER OVER 46 m² N P R Slab Plan : : E N.T. FILE SSET SL PLN + FLOOR PLN

5 VERTIL USTOM OR LING VLLEY FIXE S PER T M/9/ TYPIL Level 5. Level Level Level R P South Elevation : 5 West Elevation : 5 Level 5. Level Level Level R P P North Elevation : 5 East Elevation : 5 N.T. FILE SSET SHE PLNS ELEVTIONS

6 GUSSET PL STIFFENERS OTH SIES WE WITH TO MTH OLUMN FLNGES.4 MT TRIMEK RO ING REST FIX S PER T M// w/ YLONE WSHER PROPRIETRY RIGE VENT ERTIFIE Y MNUFTURER 75x6 PL "L" RKET, 6FW TO OLUMN 6PL EN PLTE -M EH ONNETION Z9 c/c MX 6PL LET 6FW TO R, -M OLTS Z9 c/c MX 6PL LET 6FW TO R, -M OLTS Level Level (FPW) FULL PENETRTION UTT WEL R R 5 5 U HUNH, 6FW Level Level PL LET, 6FW, -M-8.8/S OLTS PROVIE 6 VERTILLY SLOTTE HOLE OLUMN 6 EN PLTE FPW TO FLNGES, 6FW TO WE, 8-M 8.8/T OLTS Section - allout - Haunch 5 : 5 : Section - allout - Ridge onnection OLUMN SE PLTE SL8 MESH TOP OVER Level 5 WG 5 RKING GIRT FIX TO E ROSSING w/ M OLTS WG Level WG WG 4-M 8.8/S HOL OWN OLTS x LONG PROVIE 5SQ x PL ENS WG WG WG WG P SL P SL PROVIE GE; 4-N VERTIL w/n c/c MX 5 WG WG 6 5 Section - allout - Footing : Section : 5 MULLION ONNETION SE PLTE -M 8.8/S OLTS x FIX TO EGE FOOTING w/ HILTI HIT RE 5 / EME N.T. ISKO uilding & esign isko777@gmail.com PO ox 79 Katherine NT FILE SSET SETION + LLOUT,, 5

7 OLUMN S SHEULE LING S SHEULE HEIGHT 9 TRIMMERS Z9 VENT PURLINS 6PL LET, 6FW TO OLUMN WE -M 8.8/S OLTS 9 WLL c/c MX 6PL LET, -M OLTS, PROVIE RIGING T MISPN, TYPIL RKING GIRT FIX TO E ROSSING w/ M OLTS PURPOSE ME FLSHING 9 S SHEULE 6 Window Vent Section : Level Level WG WG TYPIL 9 TRIMMERS TO VENT WINOWS / OPENINGS, GP -M EH WY TYPIL WG WG WG WG 6 WG WG WG WG GRI - Elevation : 5 N.T. FILE SSET GRI - ELEVTION 6

GROUND FLOOR PLAN LEGEND. Consulting Engineers PROPOSED CARPORT GROUND FLOOR PLAN SCALE: 1:50

GROUND FLOOR PLAN LEGEND. Consulting Engineers PROPOSED CARPORT GROUND FLOOR PLAN SCALE: 1:50 LEGEND 2 S3 500 3500 1 S3 3500 500 395 3500 3500 395 GROUND FLOOR PLAN SCALE: 1:50 N.T. GROUND FLOOR PLAN - - 2 6 U256134-S2 A3 + 4229 RIDGE 15 15 + 3000Top of Col ±0.00 NGL + 4229 RIDGE ELEVATION 1 SCALE