Council archive · source document
Appendix A - Proposed plans · 51987.3790.03
Plans and drawings: the text below has words only, no drawings.
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 CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road Coz Constructions Islander General Notes 09/04/2021 Concept Plans
Noosa Heads Q 4567 Unit 17, Islander Resort_21-21 26/05/2021 Client Amendments
N1
Resort, 187 Gympie 04/06/2021 Client Amendments
e: [email protected] PROJECT: Date Scale Drawn by JG
Tce, Noosaville Qld 04/07/2021 Client Amendments
www.jmfdesign.com.au
4566 09/02/2022 Certifier Amendments
Unit Renovation February 2022
Checked by JMF
QBCC 15200440
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