Original source · versioned page text
23_09_Proposed_Caretakers Accommodation u5_8 Project Ave_08.04.24[82]
Note:
DRAWING LIST
- the builder and all other trades people/installers are to check
measure all relevant dimensions on site prior to the ordering of
project specific materials and/or commencement of any
construction/building activity
Proposed Caretakers accom Sheet Number
01
02
Sheet Name
Cover Sheet
Location Plan
03 Existing Lower Level
- existing bearers/beams, joists and rafters are unknown & 04 Existing Mezzanie Floor Plan
Mitchell Cabinetmakers
should be checked by the builder prior to construction 05 Existing Sections
- as no survey plan was conducted, any indicated levels 08 Proposed Site & Ground Floor Plan
relative to AHD and details of external structures/elements 09 Proposed Mezzanine Floor Plan
surrounding the existing site are approximations only 10 Proposed Sections
- all proposed framing, fixings, bracing, concrete slabs, 11 Proposed Section
footings & piers to engineer's design 15 3D Internal view
N1 General Notes
- all surface finishes, fixtures and cabinetry to client selection
N2 Workplace Health & Safety
N3 Sustainability Notes
Legend
AT Appliance Tower
CH Ceiling Height
DN Down
DP Downpipe
DRY Dryer
FFL Finished Floor Level
FW Floor Waste
HWS Hot Water System
P'TRY Pantry
Unit 5, 8 Project Avenue, Noosaville
REF Refrigerator
SB Switch Box
SHR Shower
SI Solar Inverter
SNK Sink
VN Vanity
WC Water Closet
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Mitchell Cabinetmakers Project Ave Cover Sheet 19/07/23 Proposed
Unit 5, 8 Project 2023
e: [email protected] 01 18/10/23 Updated Proposed
Avenue, Noosaville Qld
www.jmfdesign.com.au PROJECT: Date Scale Drawn by JMF 12/12/23 Issued Proposed
4567
28/03/24 Revised Proposed
Drafting: Jessica Fleming MCU - Caretakers Accom. June 2023
Checked by JMF
QBCC 15200440 08/04/24 Proposed further updates
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Page 2
SITE INFORMATION
R.P.D.:
Lot No.: 5
Plan No.: BUP103415
Area: 122.8 m2
5/8 Project Avenue,
Noosaville
Location Plan
1 1 : 2000
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Mitchell Cabinetmakers Project Ave Location Plan
Unit 5, 8 Project 2023
e: [email protected] 02
Avenue, Noosaville Qld
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JMF
Drafting: Jessica Fleming MCU - Caretakers Accom. June 2023
As indicated Checked by JMF
QBCC 15200440 08/04/24 Proposed further updates
Page 3
1 3 2 2 1 3
05 05 05
14440
Overall (internal)
4800 100 4750 100 4690
SHS SHS
A
DRY
4
05
Workshop
Work Bench
Workshop
4915
4915
Concrete
1 GFA 117.5
06
Overall (internal)
300 PFC beams above
7270
Overall (internal)
Metal flashing above
8465
REF
B
120
P'TRY AT HWS
CPD
A/C Above
2
Bathroom
2355
2355
06
2310
Bath
Tiles
3 WM CH 2335
Office
3430
06 Office Carpet Kitchenette
CH 2335
SHR
120
90
C Roller Door MFC
1195
1075
1030
Product
WC
Display WC
Driveway Product Tiles
Entry Display CH 2290
D 4720
DP
120 7760 100 1690
DP DP
Existing Lower FFL Workshop Bathroom
1
1080 7510 90 1950
Office/Kitchenette WC
1 : 50
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Mitchell Cabinetmakers Project Ave Existing Lower Level 24/06/2023 Existing Plans
Unit 5, 8 Project 2023
e: [email protected] 03
Avenue, Noosaville Qld
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming MCU - Caretakers Accom. June 2023
1 : 50 Checked by JMF
QBCC 15200440
Page 4
1 3 2 2 1 3
05 05 05
4690 9750
Mezzanine Level
A
100 x 100 SHS
4
05
Flashing to Wall
Workshop
4885
(Below)
1
06
Overall (internal)
300 PFC beams above
7270
Overall (internal)
Ladder
8465
B
Solar Inverter
2
06
Mezzanine Level
Mezzanine Level
3 Timber
3580
06 Roller Door
GFA 34.6m2
C
D
Existing Mezzanine Floor Plan
1 1 : 50
3
05
2
05
1
05
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Mitchell Cabinetmakers Project Ave Existing Mezzanie Floor Plan 24/06/2023 Existing Plans
Unit 5, 8 Project 2023
e: [email protected] 04
Avenue, Noosaville Qld
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming MCU - Caretakers Accom. June 2023
1 : 50 Checked by JMF
QBCC 15200440
Page 5
4800
1 2 2125
A 14 13 12 11 10
storage
under
stairs
9
8
7
2950
6
No Change to 5
existing GFA 117.5m2 4
Line of mezzanine floor
Proposed 3
4915
caretakers above
2
1
UP
EXISTING WORKSHOP stairs to
caretakers
residence
proposed
under cover
carpark
B 820
sample wall
side board dry
printer fridge
office
o
2285
DISPLAY ONLY m/w Laundry s
office desk
kitchen vb
ct wm
C
120
Existing roller door
storage
urinal
1025
wc
proposed
s
D parking
spot
Allocated Parking Allocated Parking
Mitchell Mitchell
Cabinet makers Cabinet makers
600
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Mitchell Cabinetmakers Project Ave Proposed Site & Ground Floor Plan 19/07/23 Proposed
Unit 5, 8 Project 2023
e: [email protected] 08
Avenue, Noosaville Qld 18/10/23 Updated Proposed
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG
12/12/23 Issued Proposed
Drafting: Jessica Fleming MCU - Caretakers Accom. June 2023
1 : 50 Checked by JMF
QBCC 15200440
Page 6
1 1 Proposed Caretakers accom 32m2
11 4783 10 Existing Storage 27m2
A tv bench 14 13 12 11 10
DN
9
8
2300
7
Floor cover tbc
6
5
4
90
shr
skylight skylight
ch 2400
6500
tile
basin
2500
37m2
ceiling rake
wc
1290
450
ch 2030
90
16
500
compromised ceiling height
1520
storage ch 1760
ROBE
storage
ch 1600
hws
27m2
1875
storage
storage
1065
balcony
1990
D
3405 90 1200
1 1
11 10
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Mitchell Cabinetmakers Project Ave Proposed Mezzanine Floor Plan 19/07/23 Proposed
Unit 5, 8 Project 2023
e: [email protected] 09
Avenue, Noosaville Qld 18/10/23 Updated Proposed
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG
12/12/23 Issued Proposed
Drafting: Jessica Fleming MCU - Caretakers Accom. June 2023
1 : 50 Checked by JMF 28/03/24 Revised Proposed
QBCC 15200440
Page 7
A B D
450
Skylights
o/h
Proposed bathroom
Caretakers kitchenette
accom
1970
1648
hws balcony
1199
Mezzanine Level
6600
laundry
display
storage only
under
stairs stairs behind wall
Lower FFL
4000
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Mitchell Cabinetmakers Project Ave Proposed Sections 19/07/23 Proposed
Unit 5, 8 Project 2023
e: [email protected] 10 18/10/23 Updated Proposed
Avenue, Noosaville Qld
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 12/12/23 Issued Proposed
28/03/24 Revised Proposed
Drafting: Jessica Fleming MCU - Caretakers Accom. June 2023
1 : 50 Checked by JMF
QBCC 15200440 08/04/24 Proposed further updates
Page 8
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Mitchell Cabinetmakers Project Ave 3D Perspective View 19/07/23 Proposed
Unit 5, 8 Project 2023
e: [email protected] 14 07/08/23 Updated
Avenue, Noosaville Qld
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming MCU - Caretakers Accom. June 2023
Checked by JMF
QBCC 15200440 08/04/24 Proposed further updates
Page 9
GENERAL CONSTRUCTION GIRDER TRUSS SPECIFIC CONSTRUCTION
1: ALL TIMBER FRAMED WALLS TO WET AREAS TO BE LINED WITH F.C. ALL GIRDER TRUSSES TO BE SUPPORTED BY MIN. 3/ MGP10 STUDS OF A SIZE - SELECT CUST-ORB ROOF SHEETING TO SELECTION AT 21.5° (MIN. 5°)
2: FLOORS TO ALL WET AREAS TO HAVE A FALL TO A FLOOR WASTE. COMMON TO THE WALL OR 2/ MGP10 OF A SIZE COMMON TO THE WALL AT PITCH TO MANUFACTURERS DETAILS.
EACH SIDE OF AN OPENING IN ADDITION TO THE JAMB STUDS WHEN THE
3: ALL HANDRAILS TO BE 1000MM MIN. ABOVE FINISHED FLOOR (CARPET,TILES ETC), GIRDER TRUSS IS LOCATED OVER AN OPENING WHICH DOES NOT EXCEED - STRAMIT SPEED DECK ULTRA CONCEALED FIX OR KLIPLOCK 700 ROOF
WITH 125MM MAXIMUM OPENINGS TO BALUSTRADING. 2460MM IN WIDTH UNLESS NOTED OTHERWISE ON THIS DRAWING. SHEETING TO SELECTION AT 1°/3° PITCH TO MANUFACTURERS DETAILS.
4: W.C.'S TO HAVE A MIN. CLEAR WIDTH OF 900 MM. IF IN THE EVENT THAT THE GIRDER TRUSS LOCATES ARE ALTERED, THE
- 75 x 38 F11 BATTENS AT 900 CRS. WITH 1/75mm TYPE 17 No. 14 BATTEN SCREW FIX.
BUILDER & OR THE TRUSS MANUFACTURE ARE TO INFORM THIS OFFICE SO
5: INWARD OPENING DOORS TO W.C.'S TO HAVE LIFT OFF HINGES. (BATTENS MAY NEED TO BE INSTALLED AT 450CRS IF NO OTHER METHOD OF FALL ARREST IS
THAT AMENDED DRAWINGS CAN BE ISSUED OR PROVIDE ALTERNATIVE R.P.E.Q.
6: FIRST FLOOR TIMBER FLOORS TO ALL WET AREAS TO HAVE AN APPROVED "WET AREA" PROVIDED)
CERTIFIED SUPPORT/JAMB MEMBER SPECIFICATIONS.
7. FLOORING FIXED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. - RAFTERS/TRUSSES AS PER FRAMING PLAN AT 900 MAX. CRS.
8: ALL LAMINATED BEAMS TO HAVE FULL WIDTH BEARING AT EACH END. FRAMING ANCHOR TO VERANDAH PLATE & FRAMING ANCHOR/LOOP STRAP TO VERANDAH PLATE.
9: MASONRY CONSTRUCTION TO CURRENT VERSION OF A.S. 3700.
WORKPLACE HEALTH & SAFETY OVERVIEW
- VERANDAH PLATE AS PER FRAMING PLAN M12 dia BOLT TO
10: WRITTEN DIMENSIONS TO HAVE PREFERENCE OVER SCALED DIMENSIONS AT ALL TIMES. - THESE NOTES DO NOT OVERRIDE THE BUILDER'S/PRINCIPLE CONTRACTOR'S CONTROL OF THE POST WITH 50mm MAX. NOTCH TO TIMBER POSTS.
WORK SITE. THEY FORM A GENERAL SUPPLEMENTARY GUIDE AS EACH BUILDER HAS THEIR
- ALL FRAMING AS PER FRAMING PLANS & 'DESIGN-IN-HYNE', 'DESIGN IT', AND 'SMARTFRAME'
OWN PREFERRED WORK METHODS AND W.H.S. SOLUTIONS.
SITE NOTES REPORTS AND RECOMMENDATIONS.
- PLATFORM IMMEDIATELY SURROUNDING THE RESIDENCE TO FALL AWAY FROM THE - ALL BUILDING WORK HAS AN ELEMENT OF WORK PLACE HEALTH AND SAFETY RISK. - M12dia.BOLTS FOR TIEDOWN AT 1350 CRS. JAMBS & CORNERS FROM
RESIDENCE AT A SLOPE OF 1 IN 20 MINIMUM TO A EARTH DRAIN AS INDICATED ON THE SITE THE BUILDER/PRINCIPLE CONTRACTOR IS TO PREPARE AND HAVE ON DISPLAY A SITE SPECIFIC TOP PLATE THROUGH TO FLOOR FRAME.
PLAN. SAFETY PLAN.THAT SITE SPECIFIC SAFETY PLAN IS TO BE REVIEWED AND UPDATED AS NEEDED or
- THE SURFACE DRAINAGE TO DISCHARGE EVENLY WITHIN THE SITE AND WITHOUT TO REFLECT THE CHANGING SITE CONDITIONS. G.I. STRAP TOP AND BOTTOM PLATES & M12dia. BOLT BOTTOM PLATE TO
NUISANCE TO ADJOINING PROPERTIES. THE BUILDER IS TO ENSURE ALL PERSONNEL ON SITE ARE BRIEFED ON THE RELEVANT SAFETY FLOOR FRAME AT 1350 CRS.
- CUT AND FILL BATTERS NOT TO EXCEED A MAXIMUM SLOPE OF 1 VERTICAL TO ...2... ISSUES AS APPLICABLE WHILE ON THE SITE.
- SELECT 19mm FLOORING TO MANUFACTURERS SPECIFICATIONS.
HORIZONTAL. (UNLESS OTHERWISE STATED BY A GEOTECHNICAL ENGINEER.
DECKING TO BE HWD WITH 3-4mm GAPS FOR AIR FLOW.
- 1000 MAXIMUM HIGH TIMBER RETAINING WALL WITH 65 DIA AG PIPE (TO DISCHARGE TO - THE BUILDER IS TO ERECT A NOMINAL 1.8M HIGH TEMPORARY FENCE AND ACCESS GATE TO
STORMWATER LINE) AND GRANULAR BACK FILL BEHIND AND TO BE WHOLLY CONTAINED ISOLATE THE CONSTRUCTION AREA FOR PUBLIC ACCESS. - JOISTS AS PER FRAMING PLAN AT 450ctrs (AS SHOWN). FRAMING
WITHIN THE SITE, ONLY IF INDICATED ON THIS SITE PLAN. ANCHOR TO BEARER & SADDLEGRIP TO POLE PLATE. (MANUFACTURERS
- HEIGHT OF FENCE INCLUDING THE HEIGHT OF A RETAINING WALLS ARE NOT TO EXCEED 2.0 - THESE DRAWINGS HAVE BEEN COMPILED WITH ALLOWANCE FOR ANTICIPATED SPACE CONNECTION DETAILS TO TAKE PRECEDENCE FOR ENGINEERED
METRES ABOVE NATURAL GROUND LEVEL, ONLY IF INDICATED ON THIS SITE PLAN. REQUIREMENTS FOR ACCESS AND SCAFFOLDING. MEMBERS)
- DRIVEWAY SLOPE NOT TO EXCEED 1 VERTICAL TO 4 HORIZONTAL. - 1 ROW MID SPAN BLOCKING TO MATCH JOIST SIZE TO ANY SPAN EQUAL OR GREATER
- DRIVEWAY AND FOOTPATH CROSS OVER BY OWNER. - THE BUILDER IS TO ENSURE THAT A LEVEL AREA IS PROVIDED AS REQUIRED FOR THAN 3600. BLOCKING TO ENGINEERED JOISTS AS PER MANUFACTURERS WRITTEN
= DENOTES SURVEY PEG OR ASSUME SURVEY PEG SCAFFOLDING FOR CONSTRUCTION WORK AT HEIGHTS. THE BUILDER IS TO CONSULT WITH THE SPECIFICATIONS.
SCAFFOLD SUPPLIER AND PROVIDE ADDITIONAL FIXING POINTS TO THE BUILDING TO SECURE - BEARERS AS PER FRAMING PLAN 2/M12 dia BOLT TO POST MAX. 38mm NOTCH TO POST.
ROOF WATER THE SCAFFOLDING IF REQUIRED.
- 75 X 75 X 4mm SHS COLUMNS FULLY CAPPED AT ENDS SET MIN. 450
RAINFALL INTENSITY OF 250mm/hr WITH ARI OF 20 YEARS (BRISBANE) AS PER PART 3.5.2 OF - IF THE SCAFFOLD SYSTEMS SELECTED BY THE BUILDER REQUIRES ADDITIONAL SPACE OR INTO MASS CONCRETE PAD FOOTINGS TO ENGINEERS DETAILS.
THE B.C.A., THE ROOF AREA PER DOWNPIPE IS CALCULATED USING THE STRAMIT QLD. QUAD BUILDING FIXING POINTS, THE BUILDER IS TO REQUEST (VIA THE CLIENT) ADDITIONAL
EAVES GUTTER WITH A EFFECTIVE CROSS-SECTIONAL AREA OF 8100 SQ. MM. ACHIEVING A CONSTRUCTION DRAWINGS. - STEEL BEAMS AS PER FLOOR FRAMING PLAN TO BE FULLY SITE WELDED TO S.H.S. COLUMNS AT
MAXIMUM ACTUAL ROOF AREA PER DOWN PIPE OF 50 SQ.M. WHICH GIVES A MAX. PLAN THESE ADDITIONAL DRAWINGS AND DOCUMENTATION WILL BE TREATED AS A VARIATION AND EACH END OR M12dia. BOLTED TO TIMBER POST AND M12dia. BOLTED TO 75x38 F14 FIXING PLATES
DIMENSION OF 49.8 SQ.M. AT 5 DEGREES, 49.2 SQ.M. AT 10 DEGREES, 48.3 SQ.M. AT 15 CHARGED AT THE HOURLY RATE AS DEFINED IN THE BUILDING DESIGN CONTRACT OF AT STAGGERED 600ctrs. OR M12dia. CHEMICAL ANCHOR TO BLOCKWORK AS NOTED
DEGREES, 47.0 SQ.M. AT 20 DEGREES, 45.3 SQ.M. AT 25 DEGREES AND USING 100 X 75MM ENGAGEMENT. - 100 THICK CONCRETE SLAB TO ENGINEERS DESIGN ON 50mm BEDDING SAND, 0.2mm
DOWNPIPES. DOWNPIPE SPACING NOT TO EXCEED 14M.
POLYTHENE SHEETING & TERMITE TREATMENT SYSTEM TO A.S.3660.1(2000).
- THE BUILDER IS TO ERECT TEMPORARY PLATFORMS OR SCAFFOLDS FOR THE SAFER (SYSTEM PROVIDED MUST GIVE 50 YEAR GUARANTEE AGAINST FAILURE)
AS PER PART 3.1.2 OF THE B.C.A. IN ACCORDANCE WITH AQS/NZS 3500.3.2, UPVC STORM ERECTION OF THE ROOF, CEILING AND HIGH WALLS, AS REQUIRED TO ACHIEVE THE W.H.S.
WATER PIPELINES HAVING A SMOOTH (NON-PROFILED) INTERNAL BORE WITH A FALL OF OUTCOMES.
1:100 MIN. & A NOMINAL DIAMETER OF 100MM ACHIEVES A HYDRAULIC CAPACITY OF 8L/s, PHYSICAL BARRIERS AGAINST TERMITES:
GIVING A MAX. ACTUAL ROOF AREA OF 114.7 SQ.M. OR A MAX. PLAN DIMENSION OF 110.2 - ALL SUSPENDED INTERNAL TIMBER FLOORS ARE DESIGNED AS PLATFORM FLOORING TO
SQ.M AT 5 DEGREES, 105.2 SQ.M. AT 10 DEGREES, 101.0 SQ.M. AT 15 DEGREES, 97.2 SQ.M. AT STEEL POSTS TO HAVE AT LEAST ONE END FULLY SEALED AND WELDED WITH 8mm
PROVIDE SAFE ACCESS AND MOVEMENT. CUT IN FLOORING MAY ONLY BE USED WHEN LAID PLATE/FLANGE.
20 DEGREES, 93.2 SQ.M. AT 25 DEGREES PER STORMWATER PIPE. (WHERE CONNECTING TO OVER A PLATFORM FLOOR.
EXISTING STORMWATER FACILITIES; CAPACITY MUST BE FULLY INVESTIGATED BY THE TIMBER POSTS FIXED TO GALVANISED STEEL STIRRUPS. MINIMUM 75mm CLEAR GAP ABOVE
CONTRACTOR PRIOR TO CONNECTION AND/OR UPGRADED TO SUIT. - ALL DECKING IS TO HAVE SCAFFOLDING OR SUB-FLOOR PLATFORMS AND TEMPORARY FINISHED GROUND FOR INSPECTION.
SAFETY FLOORING AS REQUIRED TO PROVIDE SAFE CONSTRUCTION. GALVANIZED ANTCAPS AS APPROPRIATE, FULLY PARGED OR BONDED TO SLABS IN
ACCORDANCE WITH VOLUME II OF THE BUILDING CODE OF AUSTRALIA.
- ALL STAIRWELL FEATURE LOWER LEVEL HIGH CEILING VOIDS IN THE FLOOR ARE TO BE
BRANDING OF STRUCTURAL PROTECTED WITH TEMPORARY FLOORING OR OTHER FALL PROTECTION.
EACH SHEET OF STRUCTURAL GRADE PLYWOOD SHALL HAVE THE FOLLOWING INFORMATION
LEGIBLY AFFIXED THEREON BY THE MANUFACTURER AT THE POINT OF MANUFACTURE AT LEAST - ALL ROOFING IS TO BE FITTED WITH STRUCTURAL ANTI-FALL ROOF BATTENS @ MAXIMUM 450 NOTE:
ONCE. CTRS. REFER TO ATTACHED TIE-DOWN REPORT FOR DETAILED CONNECTION SCHEDULE.
(A) THE MANUFACTURERS NAME OR REGISTERED MARK. THESE BATTENS MAY ALSO BE THE STRUCTURAL ROOFING BATTENS. ALL CONSTRUCTION TO BE CARRIED OUT IN STRICT ACCORDANCE WITH AS1684.
(B) THE WORD 'STRUCTURAL' OR PRODUCT DESCRIPTION. VARIATIONS FROM TIE-DOWN SCHEDULES PROVIDED SHOULD BE CHECKED AND CERTIFIED
(C) REFERENCE TO THE STANDARD, i.e., AS/NZS 2269. - THE BUILDER IS TO ENSURE FULL VENTILATION OF THE WORK SITE WITH REGARDS TO THE BY AN R.P.E.Q. ENGINEER.
(D) THE GRADE OF OUTER PLIES (FACE FIRST, BACK LAST), e.g., CC, CD OR DD. USE OF CHEMICALS, SUCH AS, BUT NOT LIMITED TO ; ADHESIVES, SEALANTS, PAINTS AND
WHERE NON STANDARD VENEER QUALITY HAS BEEN USED IN THE PLYWOOD CLEANERS.
ASSEMBLY. THIS REQUIREMENT MAY BE MET BY REFERENCE TO A PRODUCT
NAME OR DESCRIPTION THAT REFERENCES THE NON-STANDARD VENEER - THE BUILDER IS TO INSTALL AN EYEBOLT THROUTH THE ROOF SHEETING CLOSE TO GUTTER
QUALITY IN THAT PRODUCT'S SPECIFIC MANUFACTURING SPECIFICATION. IN A CONVENIENT LOCATION FOR SECURING A LADDER FOR SAFER ROOF ACCESS, DURING AND TERMITE PROTECTION IN ACCORDANCE WITH A.S 3660 (2000):-
(E) THE BOND TYPE OF THE GLUE LINE, i.e., ABOND. AFTER CONSTRUCTION, THIS EYEBOLT ON THE ROOF WILL HAVE TO CORRESPOND WITH A NOTE: TERMITE MANAGEMENT SYSTEM IN STRICT ACCORDANCE WITH BCA
(F) AN INDICATION OF THE STRESS GRADE OF THE SHEET, e.g., F7. FIRM, LEVEL PAD AT GROUND LEVEL, SUITABLE FOR LOCATING THE BASE OF THE LADDER. REQUIREMENTS AND INSTALLED ONLY BY Q.B.S.A. LICENSED AND INSURED PROVIDERS.
(G) THE PANEL CONSTRUCTION CODE e.G., 17-24-7
(H) IF IMMUNIZED OR PRESERVATIVE-TREATED, BRANDING IN ACCORDANCE WITH AS/NZS HOME OWNER IS TO BE INFORMED OF MAINTENANCE REQUIREMENTS BEFORE A
1604.3. SYSTEM IS ADOPTED.
SUGGESTED OPTION 1: G.I. ANTCAPS FULLY PARGED TO FULL PERIMETER, MIN. 100 CLEAR OF
BRACING FINISHED GROUND AND TERMI-MESH TO ALL SLAB PENETRATIONS, INSTALLED BY LICENCED
INSTALLER, AND MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN
TB1: ANGLED BRACE IN ACCORDANCE WITH INSTRUCTIONS.
A.S. 1684.2-1999 MANUAL, TABLE 8.18, FIGURE (c) = 1.5kN/M SUGGESTED OPTION 2: FULL RETICULATED UNDERSLAB & PERIMETER SYSTEM TO
TB4B: STRUCTURAL PLY SHEET BRACING IN ACCORDANCE WITH A.S. 1684.2-1999 MANUFACTURERS DETAILS.
MANUAL, TABLE 8.18, FIGURE (h) = 6.0 kN/M ALL SLABS TO COMPLY WITH A.S.2870-COMPACTED AS REQUIRED
* PLY BRACING PANELS LESS THAN 900 LONG TO A MINIMUM WIDTH OF 600, TO HAVE 1/M12 ROD NOTE:
AT EACH END IN ACCORDANCE WITH A.S. 1684.2-1999 CLAUSE 8.3.6.5 SYSTEM PROVIDER MUST PROVIDE 50YEAR GUARANTEE AGAINST SYSTEM FAILURE
PLYWOOD STUDS @ 450ctrs
STRESS GRADE
F8 7mm THICK PLYWOOD
F11 6mm
F14 4mm NOTE:
F27 4mm ALL SLABS/FOOTINGS/RETAINING WALLS TO ENGINEER'S DETAIL
DESIGN AND SOIL TEST RECOMMENDATIONS
PLYWOOD NAILING TYPES & STRENGTHS REFER TO PAA "STRUCTURAL PLYWOOD WALL
BRACING" LIMIT STATE DESIGN MANUAL, TABLE 1: MINIMUM FASTENER SPECIFICATION.
BRICK PIERS IN ACCORDANCE WITH "BRICK DEVELOPMENT RESEARCH INSTITUTE"
CLAY BRICK CONSTRUCTION DETAILS,
VOLUME No.1, TABLE 12 = 1.5kN/M IN EACH DIRECTION.
M4(B) BRACEBOARD SHEET IN ACCORDANCE WITH AUSTRALIAN HARDBOARDS M4
PRODUCT MANUAL TYPE B = 6.0 kN/M
M4(C) BRACEBOARD SHEET IN ACCORDANCE WTIH AUSTRALIAN HARDBOARDS M4
PRODUCT MANUAL TYPE C = 9.0 kN/M
*BRACING PANELS LESS THAN 900 LONG TO A MINIMUM WIDTH OF 460, TO HAVE
1/M12 ROD AT EACH END IN ACCORDANCE WITH AUSTRALIAN HARDBOARDS M4
PRODUCT MANUAL TYPE E = 6.0 kN/M
JHFC JAMES HARDIE FBRE CEMENT IN ACCORDANCE WITH JAMES HARDIE
BRACING FIXING MANUAL TABLE 4 = 5.3 kN/M
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Mitchell Cabinetmakers Project Ave General Notes
Unit 5, 8 Project 2023
e: [email protected] N1
Avenue, Noosaville Qld
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG
Drafting: Jessica Fleming MCU - Caretakers Accom. June 2023
Checked by JMF
QBCC 15200440