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Form 15 Compliance certificate for building design or specification Queensland Government This form is to be used by an appointed competent person for the purposes of section 10 of the Building Act 1975 and sections 73 and 77 of the Building Regulation 2021 (Design-specification certificate) stating that an aspect of building work or specification will, if installed or carried out as stated in this form, comply with the building assessment provisions. Additional explanatory information is included in the Appendix at the end of this form. 1, Property description This section need only be completed if details of street address and property description are applicable. E.g. in the case of (standard/generic) pool design/shell manufacture and/ or patio and carport systems this section may not be applicable. The description must identify all land the subject of the application. The lot and plan details (e.g. SP/RP) are shown on title documents or a rates notice. If the plan is not registered by title, provide previous lot and plan details. Street address (include number, street, suburb/locality and postcode) 81 LAKE FLAT ROAD Lot and plan details (attach list if necessary) LOT 31 SP149578 Local government area the land is situated in NOOSA SHIRE COUNCIL 2.Description of aspect/s certified Clearly describe the extent of work covered by this certificate, e.g. all structural aspects of the steel roof beams. PROPOSED ALTERATIONS / RAISING OF EXITING RESIDENCE 3.Basis of certification Detail the basis for giving the certificate and the extent to which tests, specifications, rules, standards, codes of practice and other publications were relied upon. AS1170.0 STRUCTURAL DESIGN ACTIONS - GENERAL PRINCIPLES AS1170.1 STRUCTURAL DESIGN ACTIONS - PERMANENT & IMPOSED ACTIONS AS1170.2 STRUCTURAL DESIGN ACTIONS - WIND ACTIONS AS4100. STEEL STRUCTURES AS4055__ WIND LOADS FOR HOUSING DESIGN CRITERIA N3 AS1684.2 RESIDENTIAL TIMBER FRAME CONSTRUCTION HYNE IN DESIGN 7.5 AS2870 RESIDENTIAL SLABS & FOOTINGS AS3660.1 TERMITE MANAGEMENT - NEW BUILDING WORK AS1726 GEOTECHNICAL SITE INVESTIGATIONS NCC — NATIONAL CONSTRUCTION CODE OF AUSTRALIA DESIGN FLOOR LIVE LOADS (AS1170.1): DOMESTIC HABITABLE 1.5kPa/BALCONY 2.0kPa DURABILITY: ALL STEELWORK TO BE OF A TYPE SUITABLE FOR THE ATMOSPHERIC EXPOSURE CONDITIONS TO BE ENCOUNTERED, REFER TABLE 3.4.4.2 OF NCC Vol 2 OR MANUF. DETAILS Building Regulation 2021 ¢ Section 73 and 77 © Form 15 © Version 1* September 2021 Page 1 of 3
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4. Reference documentation Clearly identify any relevant documentation, e.g. numbered structural engineering plans. EBIS SITE CLASSIFICATION & FOOTING/SLAB DESIGN REPORT 220221-SI/FD DRAWINGS BY EBIS NOS: A3-220221-FD1 TO FD4 DRAWINGS BY EBIS NOS; A3-220221-S1 TO $3 DRAWINGS BY EBIS NOS: A3-220221-1 TO 6 5. Building certifier reference number and building development application number Building certifier reference number Building development application number (if available) 6.Appointed competent person details Under Part 6 of the Building Regulation a person must be assessed as a competent for the type of work (design-specification) by the relevant building certifier. Name (in full) DONALD ROBERT STANFIELD Company name (if applicable) ENGINEERING & BUILDING INVESTIGATION SE Contact person DON STANF Business phone number (07) 5436 9199 Email address [email protected] Mobile number Postal address PO Box 973 BUDDINA Licence class or registration type (if applicable) Licence or registration number (if applicable) RPEQ 4177 7. Signature of appointed competent person This certificate must be signed by the individual assessed and appointed by the building certifier as competent to give design-specification help. Signature Date LOCAL GOVERNMENT USE ONLY Date received Reference number/s Building Regulation 2021 © Section 73 and 77 © Form 15 ® Version 1* September 2021 Page 2 of 3
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Appendix — explanatory information IMPORTANT NOTE: it is an offence fora competent person to give a building certifier a document, including this form, that the person knows or reasonably suspects, is false or misleading. Who can complete this certificate? (sections 10 of the Building Act 1975 (Building Act) and 73 of Building Regulation 2021 (BR 2021)) A building certifier can accept from a competent person (design — specifications) a certificate stating that the competent person has assessed the building design or specification for the aspect of building work, and it will, if installed or carried out under the certificate, comply with the building assessment provisions, including any relevant standards and codes. Schedule 10 of the BR 2021 defines building design or specification as any material, system, method of building or other thing related to the design of or specifications for building work. For a competent person to meet the regulation requirements (section 77 of the BR 2021) they must substantially complete all sections of this form, including information, such as the design of a particular material, system, method of building or that a building element complies with the Building Code of Australia or a provision of the Queensland Development Code. It is also important that the details of the relevant reference documents are included, for example, the applicable Australian Standards or other technical provisions that may be applicable to the subject work. What is the purpose of this form? (section 10 of the Building Act 1975) The information in this form informs the building certifier’s decision making when they are assessing a building development application and issuing the building development approval for the building work the subject of the certificate (form). When is this form not required? The assessment of some building applications will be entirely within the expertise of the relevant building certifier and therefore they may not seek the help of a competent person. In these instances, this form is not required. Is a manufacturer or supplier required under the BR 2021 to complete and sign this Form 15, if requested? No. A manufacturer or supplier of building materials is not required to complete and give this form or any aspect and inspection certificates if requested by a construction contractor, builder, appointed competent person, ora building certifier. However, a manufacturer or supplier may give the construction contractor, builder, competent person or the building certifier evidence of suitability such as a manufacturers statement for an aspect or material that itis compliant with the relevant reference documents in the BCA.e. the applicable Australian Standard/s. What if there is not enough space for all the supporting material/documents? Items 2, 3 and 4 requires the competent person to clearly identify the extent of the assessment that was undertaken for aspect/s of work identified in this form. For instance, there is provision for material such as specifications, standards, codes or other relevant publications to be referenced in the form. However, if the space in the form is not sufficient to accommodate all of this material, you can create and refer to additional material in an addendum or attachment to the form. The form is also available in a Microsoft Word version, that you can download and edit to include additional material in the relevant parts of the form, Note that editing the form in the Microsoft Word version may cause the relevant boxes to expand and increase the length of the document. This is acceptable and does not change the approved form, provided the section text (description on the left- hand side of the page) is not altered. Appointed competent person (design or specification) — (sections 34 and 36 of the BR 2021) A building certifier must assess and decide to appoint an individual as a competent person before they can, as a competent person, give design-specification help. The building certifier is required to keep detailed records about what was considered when appointing a competent person. A building certifier must be satisfied that an individual is competent to give the type of inspection help having regard to the individual’s experience, qualifications and skills and if required by taw to hold a licence or registration, that the individual is appropriately registered or licensed. An individual is appointed as competent to give design-specification help on or from a particular day. The building certifier can also decide an individual is a competent person (design-specification) and a competent person (inspection) at the same time or for the same systems or components of the work, For further information about assessment of someone as a competent person refer to the Guideline for the assessment of competent persons. PRIVACY NOTICE The Department of Energy and Pubtic Works is collecting personal information as required under the Building Act 1975. This information may be stored by the Department, and will be used for administration, compliance, statistical research and evaluation of building laws. Your personal information will be disclosed to other government agencies, local government authorities and third parties for purposes relating to administering and monitoring compliance with the Building Act 1975. Personal information will otherwise only be disclosed to third parties with your consent or unless authorised or required by law. Building Regulation 2021 © Section 73 arid 77 ¢ Form 15 © Version 1¢ September 2021 Page 3 of 3
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NOTES GENERAL 1, 2. Wind Classification W41N/N3 All work to conform to the current Building Code of Ausiralia- Class 1 & with AS1684.2 Residential Timber Framed Construction-N3 as applicable fo the work. The Builder shail check all dimensions, levels& details before excavation, construction & ordering. Report discrepancies to designer. Do not scale. drawings. The drawings and specifications shall be considered complementary, and any work and/or materials absent from one but present or implied in the other shall be furnished as if they were present in both. Drawings shall be read in conjunction with consuitants drawings. All work, materials & associated fixing methods shall conform to respective manufacturer's specifications & Australian Standards as applicable to the work. Construction shall not proceed before approval in writing has been received from both the Building Certifier & Council as applicable. It is the obligation of the contractor and / or plumbing contractor to survey alll existing services prior to construction. No footing, or wall to encroach the title boundary. . All proprietary waterproofing systems to be installed in accordance with the manufacturers recommendations. Plumbing to be caitied out by a licensed plumber and in accordance with the requirement of local authorities. the contractor shall be responsible for all permits and approvals. all hot water lines shall be fully insulated. Sanitary plumbing shall be connected to existing system with materials approved by the focal authority. Termite protection to be carried out in accordance with AS3660.1Termite Management- New Building Vehicle crossing / residential driveways to comply with RS-49 & RS-50 (RS-56 for rural Driveways) STORMWATER DRAINAGE yr. All stormwater runoff is to be directed to 90mm dia PVC downpipes to connect to an approved ouilet in accordance with AS3500.3 or to-water tanks as per Council Guidelines The control of stormwater pollution from the building site shall be carried out in accordance with the “Best Practice Guidelines”. WIND CLASSIFICATION W41N/N3 GROUND FLOOR BRACING NOTES s=—= M12 Bracing Sets < REQUIRED 109.58 kN PROVIDED 140.00 KN A REQUIRED 158.07 KN PROVIDED 180.0 kN 7 7 i 1 ' 1 po a e ok 20kN |Z R 5 ° i | zg R °. |Z R 20kN rr a oy ° i 1 ! [rs 4 [ne -l ng goon oe TOKN T0kN 20kN TOkN i lg j= ayaa Tt ° ° bd NK LEPTIN i i | | 4 20kN . ° z g z 8 HN ° NOTE THE BUILDER SHALL CHECK ALL DIMENSIONS, LEVELS & DETAILS BEFORE EXCAVATION, CONSTRUCTION & ORDERING. REPORT DISCREPANCIES TO EBIS. IF IN DOUBT -ASK! 20KN 20kN bw ene ee ee ee 20kN r SUB FLOOR BRACING PLAN 90mm TIMBER WALL FRAME ON BLOCKWORK LOAD BEARING WALL (MGP12) Top plate Bottom plate 90 x 35 not notched 90 x 35 not notched Studs 90 x 35 at 450 cts Nogging 90 x 35 1350 max cts JOIST TO TOP PLATE ]-framing anchor. 4-2.8 dia nails each leg. ORIGINAL ISSUE 24.41.2022 Engineering & Building Investigation Services Unit 1/4 Textile Ave, Warana Proposed Alterations / Raising of Existing Residence 0 Box 973 Buddina 4575 at Lot 31 (No. 81) Lake Flat Road Boreen Point Phone 07 54369199 Fax 07 54369198 E: [email protected] Client: Robert Killeen BRACING PLAN Drawing No. A3-220221-S1 Scale: 1:100 NOVEMBER 2022 Drawn: HS Checked: Edy
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180 80. 7 ra lo} 1 lol toy 2-M12 BOLTS TO BEARER 6mm CFW BETWEEN TOP & BASE PLATE EXIST. SHS POST WITH 10mm TOP PLATE ee LS NEW SHS EXTENSION SHS POST WITH PROPOSED ROD BRACING & EXISTING BEARER TO BUTT JOINT I 30y60601130 | EXIS. 240X63 LVL gl fo | ot EXIS. 240X63 LVL BEARER gf | | BEARER - fo | of 2 1 1 1 | NEW 75X75X4 SHS POST 2-M12 BOLTS TO NEW 75X75X4 SHS POST WITH ADJUSTABLE TOP EACH BEARER WITH ADJUSTABLE TOP LEVELMASTER OR SIMILAR + LEVELMASTER OR SIMILAR NEW 75X75X4 SHS POST EXTENSION FIX EXISTING POST TO. NEW 75X75X4 SHS POST EXTENSION 10mm BASE PLATE TO MATCH NEW WITH 2-M12 BOLTS 10mm BASE PLATE TO MATCH EXISTING (175X75X10) EXISTING (175X75X10) 6mm CFW TO NEW SHS 6mm CFW TO NEW SHS EXIST. SHS POST WITH 10mm TOP PLATE . es OX “Nn X KO VY TO EXISTING NEW SHS EXTENSION TO EXISTING WITHOUT ROD BRACING & EXISTING BEARER TO NEW SHS NEW SHS EXTENSION (END / EXTENSION (AT JOINT) CONTINUOUS SPAN) (175X75X10} A 75 ‘ p See 1Omm BASE PLATE “r 75 he BASE PLATE (PLAN VIEW) ORIGINAL ISSUE 24.11.2022 Engineering & Building Investigation Services Unit 1/4 Textile Ave, Warana PO Box 973 Buddina 4575 Phone 07 54369199 Fax 07 54369198 E: [email protected] Proposed Alterations / Raising of Existing Residence at Lot 31 (No. 81) Lake Flat Road Boreen Point U Client: Robert Killeen FIXING DETAILS Drawing No. A3-220221-S2 Scale: 1:20 NOVEMBER 2022 Drawn: HS Checked: -AA2S
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° [-] | ° 75 x 75 x 8 THICK FULLY WELD TAGS FULLY WELDED THREADED RODS. TO SHS. DRILL FOR yo) a TO 150 x 50x8 1-M16 BOLT i THICK TAGS, 9 DRILL FOR BOLT 2 & & oO £ = PROVIDE TURNBUCKLE TO JOIN & TIGHTEN BRACING RODS AS REQUIRED ° Lt 2g |__| bk p I (D} SPACING 1 SINGLE BRACING SET ORIGINAL ISSUE 24.11,2022 Engineering & Building Investigation Services Proposed Alterations / Raising of Existing ResidendeSINGLE BRACING SET Drawing No. A3-220221-S3 Unit 1/4 Textile Ave, Warand PO Box 973 Buddina 4575 at Lot 31 (No. 81) Lake Flat Road Boreen Point T: (07) 5436 9199 F: (07) 5436 9198 E: [email protected] Client: Robert Killeen Scale: nts NOVEMBER 2022 | Drawn: HS Checked: AG
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NOTES GENERAL 1. Wind Classification N3 2. All work to conform to the current Building Code of Australia- Class 1 & with AS1684.2 Residential Timber Framed Construction-N4 as applicable to the work. 3. The Builder shall check all dimensions, levels& details before excavation, construction & ordering. Report discrepancies to designer. 4. Do not scale drawings. 5. The drawings and specifications shall be considered ee complementary, and any work and/or materials absent aaa a from one but present or implied in the other shall be | ——— . furnished as if they were present in both. | ee 6. Drawings shall be read in conjunction with consultants drawings. 7. All work, materials & associated fixing methods shall conform to respective manufacturer's specifications & Australian Standards as applicable to the work. 8. Construction shall not proceed before approval in writing has been received from both the Building Certifier & Council as applicable. 9. It is the obligation of the contractor and / or plumbing contractor to survey all existing services prior to construction. 10. No footing, or wall to encroach the title boundary. 11. All proprietary waterproofing systems to be installed in | accordance with the manufacturers recommendations. 12. Plumbing to be carried out by a licensed plumber and in accordance with the requirement of local authorities. the contractor shall be responsible for all permits and approvals. all hot water lines shall be fully insulated. Sanitary plumbing shall be connected to existing system with materials approved by the local authority. 13. Termite protection to be carried out in accordance with AS3660.1Termite Management- New Building STORMWATER DRAINAGE 1. All stormwater runoff is to be directed to 100mm dia PVC downpipes to connect to an approved outlet in accordance with AS3500.3 or to water tanks as per Council Guidelines 2. The control of stormwater pollution from the building site shall be carried out in accordance with the "Best Practice Guidelines". Site Plan - ) 1: 1200 7 EXACT POSITION OF BUILDING ON THE SITE TO BE CONFIRMED BY BUILDER IN ACCORDANCE WITH SURVEY PLAN PROPERTY DESCRIPTION Lot 31 on SP149578 Area 6.1949 Ha NORTH Engineering & Building Investigation Services Proposed Alterations / Raising of Existing Residence Client - Robert Killeen SITE PLAN ‘ 3 7 Sheet No. ig Unit 2/4 Textile Ave. Warana_ PO Box 973 Buddina 4575 at Lot 31 (No. 81) Lake Flat Road — 2 ane A3-220221- 1 Boreen Point Drawn b — Phone 07 54369199 Fax 07 54369198 fawn by HS | _ Checked by “ra x | Scale 1: 1200
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IN RECOGNITION OF THE HAZARDOUS WORK ACTIVITY UNDERTAKEN DURING THE
DEMOLITION, CONSTRUCTION, OPERATION OR MAINTENANCE OF THIS BUILDING, 'THE
WORK HEALTH AND SAFETY ACT 2011' REQUIRES CONTROL MEASURES TO BE
UNDERTAKEN BY THOSE RESPONSIBLE TO PREVENT OR MINIMISE RISKS TO WORKERS
DURING THE DEMOLITION, CONSTRUCTION, OPERATION OR MAINTENANCE OF THIS
BUILDING & ENSURE THAT EACH HAZARD IS IDENTIFIED BEFORE A WORKER
UNDERTAKES THE WORK ACTIVITY.
(REFER TO WORK HEALTH & SAFETY REPORT)
SECTION 46 OF THE ACT REQUIRES "A PERSON WHO HAS A DUTY IN RELATION TO THE
SAME MATTER MUST, SO FAR AS IS REASONABLY PRACTICABLE, CONSULT, COOPERATE
& COORDINATE ACTIVITIES WITH ALL OTHER PERSONS WHO HAVE A DUTY IN RELATION
TO THE SAME MATTER".
SECTION 47 OF THE ACT REQUIRES "THE PERSON CONDUCTING A BUSINESS OR
UNDERTAKING MUST, SO FAR AS IS REASONABLY PRACTICABLE, CONSULT WITH
WORKERS WHO CARRY OUT WORK FOR THE BUSINESS OR UNDERTAKING WHO ARE, OR
ARE LIKELY TO BE, DIRECTLY AFFECTED BY A MATTER RELATING TO WORK HEALTH OR
SAFETY".
SECTION 17 OF THE ACT REQUIRES THE PERSON WHO HAS A DUTY, "TO ELIMINATE
RISKS TO HEALTH & SAFETY OR MINIMISE RISKS TO HEALTH & SAFETY, SO FAR AS IS
REASONABLY PRACTICABLE."
PROVIDE A HAZARD IDENTIFICATION & RISK CONTROL STATEMENT TO ELIMINATE RISKS
TO HEALTH & SAFETY OR MINIMISE RISKS TO HEALTH & SAFETY, SO FAR AS IS
REASONABLY PRACTICABLE, BEFORE WORK ACTIVITY COMMENCES.
(REFER TO WORK HEALTH & SAFETY REPORT)
a) As constructed Floor plan
RUMPUS
UP
FAMILY
LOUNGE
PANTRY
OFFICE
Engineering & Building Investigation Services | Prepcsed Alterations / Raising of
Unit 2/4 Textile Ave. Warana PO Box 973 Buddina 4575
Phone 07 54369199 Fax 07 54369198
Existing Residence
Client - Robert Killeen
at Lot 31 (No. 81) Lake Flat Road
Boreen Point
FLOOR PLAN
Sheet No. _1/6_
Date 24.11.2022
Drawn by
A3-220221- 2
HS
Checked by Cay DS
Scale
: 100
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NTH Di North Elevation 1 1: 100 6371 FROM GROUND LEVEL TO TOP OF ROOF 1900 FROM GROU! LEVEL TO E FFL. 1600 PROPOSED RAISED HEIG \s | 6371 FROM GROUND LEVEL TO TOP OF ROOF 1900 FROM GROU LEVEL TO EXISs. pee | | 1 i iM x = —_ 1600 , PROPOSED RAISED HEIG South Elevation zZ 1: 100 STAIRS TO COMPLY WITH CURRENT NCC SECTION 3.9.1.2 AND 3.9.1.4 BALUSTRADES ARE SHOWN INDICATIVE ONLY AND TO COMPLY WITH CURRENT NCC SECTION 3.9.2 FINAL NO. OF STAIRS TO BE DETERMINED BY BUILDER ON SITE DURING CONSTRUCTION WHERE WINDOWS TO BEDROOMS (WHERE FLOOR LEVEL IS 2.0m OR GREATER ABOVE THE SURFACE BELOW) ARE LESS THAN 1.7m ABOVE THE FLOOR, THE OPENING SHALL BE RESTRICTED TO 125mm MAXIMUM OR FITTED WITHA SCREEN TO RESIST 250N OF HORIZONTAL OUTWARD FORCE Engineering & Unit 2/4 Textile Ave. Warana Phone 07 54369199 Building Investigation Services PO Box 973 Buddina 4575 Fax 07 54369198 Proposed Alterations / Raising of Existing Residence Client - Robert Killeen at Lot 31 (No. 81) Lake Flat Road Boreen Point ELEVATIONS Sheet No. —/ Date 24.11.2022 A3-220221- 3 Drawn by HS Checked by (OHM | Scale 1: 100
Page 10
West Elevation
2 1: 100
f
6371
FROM GROUND LEVEL TO TOP OF ROOF
1900
f
[=P ET ET ETT SS) EET SEEN = E11
——~TFROM GROUN
LEVEL TO EXIS!
| | | FFL;
=|
|) 22) EET IEE} IEE) 11
East Elevation
53
i
HII
III
PIS 2 PIE) IS) ISI I IE IS Ee PE E21 PE) I=
2700
PROPOSED
RAISED HEIGH
AS CONSTRUCTED UPPER FLOOR
Engineering & Building Investigation Services
Unit 2/4 Textile Ave. Warana PO Box 973 Buddina 4575
Phone 07 54369199 Fax 07 54369198
Proposed Alterations / Raising of
Existing Residence
Client - Robert Killeen
at Lot 31 (No. 81) Lake Flat Road
Boreen Point
ELEVATIONS
Sheet No. —/—
Date 24.11.2022 A3-220221- 4
Drawn by ___HS
Checked by oud Scale 1: 100
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3D View 1 Va View 2 om. Engineering & Building Investigation Services Unit 2/4 Textile Ave. Warana Phone 07 54369199 PO Box 973 Buddina 4575 Fax 07 54369198 Proposed Alterations / Raising of Existing Residence Client - Robert Killeen at Lot 31 (No. 81) Lake Flat Road Boreen Point 3D VIEWS Sheet No. / Date 24.11.2022 Drawn by Checked by HS al Scale A3-220221-5
Page 12
+ 3D View 3 Engineering & Building Investigation Services | Prercsed Alterations / Raising of 3D VIEWS Existing Residence . Client - Robert Killeen Sheet No l Unit 2/4 Textile Ave. Warana PO Box 973 Buddina 4575 at Lot 31 (No. 81) Lake Flat Road “94.112 Date 24.11.2022 A3-220221- 6 Boreen Point | peawiby He | Phone 07 54369199 Fax 07 54369198 y a Checked by Curd Skt | Scale