Original source · versioned page text
Revised Stormwater Mangement Plan
Attached to the e-mail Email 2 of 2 - Outstanding Matters - 67 Elanda Street - MCU21/0190.
Original PDF page 25, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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Log in to see the plans as drawn PROJECT NOTES:
65-67 ELANDA STREET, SUNSHINE BEACH QLD FRAMING BRICK PIERS/COLUMNS/POSTS
• ALL STRUCTURAL TIMBER FRAMING SIZES TO BE IN ACCORDANCE WITH A.S. • PROVIDE BALCONY/ PORTICO &/OR ROOF SUPPORT WITH ENCASED
PROPOSED DEVELOPMENT 1684 NATIONAL TIMBER FRAMING CODE & OR ENGINEERS STRUCTURAL
COMPUTATIONS.
• FLOOR TO BE PREFABRICATED TO MANUFACTURERS SPEC. & ALLOW 360MM
MIN' DEPTH TO ALLOW FOR SERVICES
SLIP JOINT SHS POSTS (FULL LENGTH U.N.O.) CHEM-SET TO CONCRETE
FOOTING TO ENGINEERS DETAIL
• HEADER COURSE TO TOP OF ALL BRICK PIERS LOWER THAN SOFFIT
LINE.
• SPACED & FIXED TO PROVIDE SUPPORT @ 450MM CRS OR TO • USE 330MM BELOW FFL FOR DATUM OF PIER BRICK COURSES
ENGINEERS/FLOOR MANUFACTURERS DETAILS.
TERMITE PROTECTION
ROOF FRAMING • PROVIDE TERMITE MANAGEMENT SYSTEM DEEMED TO SATISFY A.S.
• ROOF TRUSSES TO MANUFACTURERS SPECIFICATIONS. PITCH AS SHOWN 3660.1
ON ELEVATIONS / ROOF PLAN.
• SPACED & FIXED AT 600MM MAX. CRS. STEPS/STAIRS & BALUSTRADES
• SKILLION ROOF SPACED & FIXED AT 900MM MAX.; CRS. • ALL STEPS MUST COMPLY WITH B.C.A. 3.9.1.
• GIRDER TRUSSES TO BE PLACED DIRECTLY OVER EXTERNAL WALL STUDS • BARRIERS & HANDRAILS MUST COMPLY WITH B.C.A. 3.9.2.
OR APPROVED LINTEL.
WET AREAS
WALL FRAMING • WATERPROOFING OF WET AREAS TO COMPLY WITH A.S. 3870 &/OR
• EXTERNAL STUD WALLS 90MM TH, U.N.O. @ 600 MAX. CRS B.C.A. 3.8.1.
• INTERNAL STUD WALLS 90MM TH U.N.O. @ 600 MAX. CRS • WALL LINING TO WET AREAS TO BE 6MM VILLABOARD U.N.O..
• ALL WINDOWS HEADS TO FINISH FLUSH WITH SOFFIT LINING U.N.O. • CEILING 'DIRECT FIX' 10MM UNISPAN (OR EQUIVALENT)
• LINTEL SIZES TO ENGINEERS DESIGN PLASTERBOARD.
• WALL BRACING, FIXING, TIE DOWNS, DURABILITY NOTES & ANY ADDITIONAL • ALL WALL TILING HEIGHTS ARE NOMINAL, AND TO BE ADJUSTED ON
ENGINEERING REQ. TO BE AS PER ENGINEERS DETAIL SITE TO SUIT. SHOWER TILING TO EXTEND MIN. 20MM ABOVE SCREEN.
GARAGE DOOR GLAZING
• 2130MM GARAGE DOOR OPENING, FRAMING AT 2105MM AFFL • WINDOW HEAD HEIGHT DIMENSION GENERALLY TAKEN TO THE
• 2325MM GARAGE DOOR OPENING, FRAMING AT 2400MM AFFL NEAREST CORRESPONDING BRICK COURSE (WHERE BRICKS ARE IN
• GARAGE DOOR OPENING > 2130MM, FRAMING 25MM BELOW OPENING USE).
DIMENSION • WIN. SUPPLIER TO SUPPLY COVER BOARDS TO ALL CORNER WIN.
U.N.O.
CLADDING • ALUMIN. WIN. & DOORS TO SIDE & REAR ELEVATIONS U.N.O.
ROOF CLADDING/PLUMBING • ALL GLAZING TO COMPLY WITH A.S. 1288 GLASS IN BUILDINGS, & WITH
• CLADDING AS SPECIFIED ON ELEVATIONS A.S. 4055 FOR WIND LOADING
• SELECT COLORBOND FASCIA & GUTTER • ALL WINDOWS WITH A SILL HEIGHT OF 2M OR MORE ABOVE GROUND
• SELECT COLORBOND (RAINHEADS WHERE NOTED)/ DOWNPIPES TO BE LEVEL SHALL BE RESTRICTED TO BE UNOPENABLE BEYOND 125MM, TO
CONNECTED TO U/G DRAINAGE COMPLY WITH BCA 3.9.2.5 REQUIREMENTS (U.N.O.)
• BOX GUTTERS AS PER HYDRAULIC ENGINEERS DETAILS. • FLASHINGS MUST BE PROVIDED TO ALL SIDES OF OPENINGS, EXCEPT
AS PERMITTED, ANDTHE FLASHING EXTENDS NOT LESS THAN 110 MM
INTERNAL CEILING/WALL - GENERAL. BEYOND THE REVEALS. REFER NCC 3.5.4.6;
• CEILING 'DIRECT FIX' 10MM UNISPAN PLASTERBOARD (OR APPROVED
EQUIVALENT) U.N.O. ENERGY EFFICIENCY NOTES
• WALLS TO BE 10MM PLASTERBOARD U.N.O (EXLC. FIRE RATED WALLS). • PROVIDE BULK CEILING INSULATION AS PER STD SPECIFICATIONS
(U.N.O.).
EXTERNAL CEILING/WALL - GENERAL. • PROVIDE EXTERNAL WALL INSULATION AS PER STD SPECIFICATIONS
• CEILINGS 'DIRECT FIX' 10MM UNISPAN (OR APPROVED EQUIVALENT) (U.N.O.)
PLASTERBOARD U.N.O. • PROVIDE WEATHER STRIPPING TO ENTRY & LAUNDRY DOORS.
• BRICK COURSING TO BE SET OUT TO ACHIEVE 2120 ABOVE F.F.L. FOR ALL
WINDOW HEADS U.N.O. MISCELLANEOUS
• PROVIDE FC. SHEET INFILL ABOVE SIDE & REAR ELEVATION WINDOWS & • FLUES FOR ALL HEATERS (WHERE APPLICABLE) ARE TO BE INSTALLED
DOORS WHERE INDICATED BY HATCHING, TO WALLS WITH SELECTED FACE TO MANUFACTURERS SPECIFICATIONS
BRICK. USE BLUEBOARD INFILL WHEN SELECTED RENDERED FINISH • ALL WATER CLOSET DOORS TO BE REMOVABLE IN ACCORDANCE WITH
• USE F.F.L. FOR DATUM OF WALL BRICK COURSES B.C.A. 3.8.3.
• A.J. - DENOTES BRICKWORK ARTICULATION JOINTS. REFER TO ENGINEERS • ALL PLUMBING, DRAINAGE & ASSOCIATED WORKS TO COMPLY WITH
SLAB DESIGN &/OR BCA 3.3.1.8 FOR FULL HEIGHT MASONRY ARTICULATION THE PLUMBING CODE OF AUSTRALIA, BCA & A.S. 3500
JOINT LOCATIONS.
• ALL PARAPET WALLS TO BE PROVIDED WITH COLORBOND METAL CONCRETE SLAB ON GROUND
CAPPING/FLASHING (50MM MIN' LAP TO ALL JOINS WITH CONTINUOUS • CONCRETE SLAB TO ENGINEERS DETAIL
SILICON SEAL BETWEEN & 30MM MIN' VERTICAL OVERHANG.)
• PROVIDE CAVITY FLASHING & WEEP HOLES ABOVE LOWER STOREY OPEN. STEEL FRAMING REQUIREMENTS (WHERE APPLICABLE):
• RENDERER IS TO ENSURE WINDOW & DOOR OVERFLOW DRAINAGE HOLES • 70MM STEEL FRAME & TRUSSES REQUIRING THE ISSUE OF A SIGNED
ARE KEPT FREE OF RENDER & ARE NOT BLOCKED, IF RENDERED. COMPLIANCE CERTIFICATE FOR THE BUILDING DESIGN - FORM 15 UPON
COMPLETION AND PRIOR TO FINAL CERTIFICATION
SOFFIT DETAIL • STEEL FRAMES AND TRUSSES TO COMPLY WITH:
• 4.5MM FC SHEET (U.N.O.) • AS/NZS 1170.0 STRUCTURAL DESIGN ACTIONS: PART 0:GENERAL
• SPECIFIED EAVE WIDTH, MEASURED FROM FACE OF BRICK. PRINCIPLES
• ADD 160 TO EAVE WIDTH IN LIGHTWEIGHT CLAD AREA. DISREGARD • AS/NZS1170.1 STRUCTURAL DESIGN ACTIONS: PART1: PERMANENT,
(PACKING/ CLADDING) IMPOSED AND OTHER ACTIONS
• AS/NZS 4600 COLD-FORMED STEEL STRUCTURES
ENGINEERING • AS4055 WIND LOADS FOR HOUSING
• AS4100 STEEL STRUCTURES CODE
• BUILDING TO CHECK ALL ENGINEERING DETAILS AND DOCUMENTATION, • AS 3623 DOMESTIC METAL FRAMING
BEAM AND POST LOCATIONS, PRIOR TO ORDERING MATERIALS OR STARTING • AS 3566.1 SELF DRILLING SCREWS
ON SITE.
• SETOUT OF STEELWORK AND STRUCTURE, INCLUDING POST, BEAM & GENERAL NOTES
EXISTING BEARER LOCATIONS (WHERE APPLICABLE) ARE THE
RESPONSIBILITY OF THE BUILDER. ALL POST LOCATIONS TO BE CHECK • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. PLANS
MEASURE AND CONFIRMED ON SITE, PRIOR TO CONCRETE SLAB DRAWN AT SCALE 1:100 @ A3 UNO. PRINTED PLANS MAY NOT BE TO
CONSTRUCTION. SCALE. ALWAYS REFER TO DIMENSIONS OR CONTACT INVILLA PTY LTD
• RETAINING WALLS AND ASSOCIATED DETAILS ARE TO BE AS PER THE TO CONFIRM DIMENSIONS.
ENGINEERS DETAILS. • PROVIDE 1:100 FALL TO ALL BALCONIES & PATIO'S U.N.O.
• LEVELS (RL, FFL), SETOUTS & ASSOCIATED DETAILS ARE TO CONFIRMED ON • PROVIDE 1800HT FENCING TO COMMON BOUNDARIES U.N.O
SITE BY THE BUILDER PRIOR TO CONSTRUCTION TAKING PLACE. • RETAINING WALL HEIGHT(S) & LOCATION AS PER ENGINEERS DETAILS.
• THE ENGINEER (STRUCTURAL, HYDRAULIC, TRAFFIC, CIVIL ETC) & INVILLA • ALL INTERNAL STAIR AND EXTERNAL STEPS/RAMPS TO COMPLY WITH
PTY LTD TAKE NO RESPONSIBILITY FOR ALTERATIONS TO THE PLANS &/OR SLIP-RESISTANCE RATINGS AS PER NCC 3.9.1.4
DETAILS BY THE BUILDER DURING OR AFTER 'STAGE C' OF INVILLA PTY LTD • 190MM CORE FILLED BLOCKWORK W/ 28MM FURRING CHANNELS ON
DESIGN AGREEMENT WITH THE CLIENTS. WALL CLIPS (30/190/30) WITH FRAMEWORK TO EXTEND TO BLOCK WALL
U.N.O. (REFER TO DETAIL)
H 5TH RFI RESPONSE 20.09.22
G 4TH RFI RESPONSE 08.08.22
F 3RD RFI RESPONSE 23.05.22
3D IMAGE FROM ELANDA STREET E 2ND RFI RESPONSE 01.03.22
D RFI RESPONSE 20.12.21
C DA ISSUE 18.10.21
B SKETCH ISSUE 22.09.21
A SKETCH ISSUE 15.09.21
ISSUE AMENDMENTS DATE
© COPYRIGHT
INVILLA Pty Ltd. Reproduction forbidden. Unathorised use,
reproduction or adaption is forbidden and will be prosecuted.
PROJECT: PROPOSED
DEVELOPMENT
65-67 ELANDA ST, SUNSHINE
BEACH QLD
LOT: 410-411 SP/RP: 48112
LOCAL GOVT: SUNSHINE COAST COUNCIL
TITLE: COVER PAGE
DRAWN: MJ CHECKED: MJ
DATE: 19.09.2022 APPROVED: JV
SCALE @ A2: 1 : 1 JOB No. 67ELA
DA APPROVAL SHEET:
REVISION: H
NOT FOR CONSTRUCTION 01 of 17
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