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White Working Drawings Plans Only 14-03-17
Attached to the e-mail MCU15/0096.03 - Change to approval.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
WORKING DRAWING NOTES:
GENERAL NOTES: WALL FRAMING NOTES: ROOF FRAMING NOTES: CONCRETE SETOUT NOTES: WATERPROOFING & WATER RESISTANT MATERIALS NOTES:
THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO BEGINNING CONSTRUCTION ALL TIMBER FRAMING IN ACCORDANCE WITH AS1684. INSTALL SARKING OVER BATTENS UNDER ROOF SHEETING RECOMMENDED 12% AVERAGE MOISTURE CONTENT OF GROUND BENEATH SUBFLOOR IS TO BE GRADED PRIOR TO WHERE THE SLAB EDGE HAS <75mm ESPOSURE, A SUITABLE ALL WET AREAS WATERPROOFING IS TO COMPLY WITH AS3740:2010
FOR IMPROVED MOISTURE DRAINAGE WITH AIRCELL TIMBER MEMBERS AT INSTALLATION (AS1884.3, T.E1) CONSTRUCTION SUCH THAT THE FGL BELOW THE BUILDING IS TERMITE PERIMETER BARRIER SHOULD BE INSTALLED WATERPROOFING OF WET AREAS WITHIN RESIDENTIAL BUILDINGS
SANITARY COMPARTMENTS THAT ARE COMPLETELY ENCLOSED MUST HAVE A DOOR THAT IS READILY REMOVABLE IT IS RECOMMENDED THAT TIMBERS USED IN THIS PROJECT BE GLARESHIELD INSTALLED BELOW SARKING WITH 40mm AIR LGL ROOF TRUSSES ENGINEERED TO AS1720.1 (AS1684.3 S1.12) HIGHER THAN ADJACENT FGL SO PONDING DOES NOT OCCUR (AS3660.1:2000, S.4.4) (BCA VOL2 P3.8.1.0)
FROM THE OUTSIDE BUT THIS IS NOT REQUIRED WHEN THERE IS 1200mm MIN BETWEEN THE DOORWAY & THE WC PAN SOURCED FROM RESPONSIBLY MANAGED FORESTS, TREE GAP FOR OPTIMUM THERMAL RESISTANCE. FOR FURTHER BELOW THE BUILDING TO NCC VOL 2 P3.1.2.3(c)
(NCC VOL2 P3.8.3.3) PLANTATIONS OR RECYCLED WOOD THROUGH COMPANIES THAT INSULATION INSTALLATION DETAILS REFER TO ENERGY INSTALL SARKING OVER BATTENS UNDER ROOF SHEETING BUILDER TO COMPLY WITH AS3600 & AS2870 FOR CONCRETE THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING ALL WATERPROOFING MATERIALS & SYSTEM COMPONENTS ARE TO
HAVE BEEN CERTIFIED AS COMPLYING WITH FOREST EFFICIENCY DRAWINGS FOR IMPROVED MOISTURE DRAINAGE WITH AIRCELL SLAB CONSTRUCTION SERVICES PRIOR TO BEGINNING CONSTRUCTION BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION
SITE DRAINAGE IS TO BE CONSTRUCTED ACCORDING TO AS/NZS3500.3 STORMWATER DRAINAGE OR AS/NZS3500.5 STEWARDSHIP COUNCIL (FSC) STANDARDS. FOR FURTHER BUILDER TO REFER TO TRUSSED ROOF BRACING GLARESHIELD INSTALLED BELOW SARKING WITH 40mm AIR CONCRETE IS TO COMPLY WITH AS3600 & HAVE A 25MPa (N25 INSTRUCTIONS & MATERIAL COMPATIBILITY IS TO BE CHECKED BY THE
DOMESTIC INSTALLATIONS S5 (NCC VOL2 P3.1.2.0) INFORMATION PLEASE REFER TO www.fsc.org (or) NOMINATED BY THE TRUSS MANUFACTURER GAP FOR OPTIMUM THERMAL RESISTANCE. FOR FURTHER THE DRAINAGE AND FLOOR HEIGHT ABOVE THE FINISHED GRADE) STRENGTH AT 28 DAYS, 20mm NOMINAL BUILDER PRIOR TO USE.
www.fscaustralia.org INSULATION INSTALLATION DETAILS REFER TO ENERGY GROUND LEVEL SHOULD BE DESIGNED AND CONSTRUCTED TO AGGREGATE SIZE & 100mm SLUMP (UNO) & SL72 MESH & BE
WORKERS ARE TO DETERMINE SAFE MANUAL & MECHANICAL HANDLING , LIFTING & INSTALLATION OF STRESS GRADE JOINT GROUP GENERAL ROOF TRUSSES TO BE DESIGNED & INSTALLED IN AVOID PONDING AGAINST OR NEAR THE CONCRETE FOOTING MECHANICALLY VIBRATED WATERPROOFING SYSTEM IS TO ALLOW FOR CREEP, EXPANSION &
ARCHITECTURAL FIXTURES & COMPONENTS WHILE FOLLOWING WHS INSTRUCTIONS ON MANUFACTURER'S MGP 10/F5 JD5 (PINE WITH PITH-IN) ACCORDANCE WITH AS4440:2004 INSTALLATION OF EFFICIENCY DRAWINGS WITH THE GROUND AROUND THE BUILDING PERIMETER, CONTRACTION OF SUBSTRATE (AS3470:2010 S2.3)
DOCUMENTATION BUILDING WHS REPORT TO BE STORED IN LINEN CP FOR EASY ACCESS MGP 12/F8 JD4 (PINE NO PITH-IN) SPECIFIED NAILPLATED TIMBER ROOF TRUSSES BUILDER TO REFER TO TRUSSED ROOF BRACING INCLUDING THE UPHILL SIDE OF CUT AND FILL SITES MUST BE CONCRETE FOOTINGS TO COMPLY WITH AS3600 & HAVE 20MPa
NOMINATED BY THE TRUSS MANUFACTURER SLOPED AWAY FROM THE BUILDING AT 50mm MINIMUM IN (N20) WITH REINFORCEMENT AS DETAILED & BE NOMINAL MINIMUM FIXINGS:
MGP 15/F11 JD4 (PINE NO PITH-IN) FOR ENGINEERED ITEMS
LGL ENGINEERED WOOD PRODUCTS ARE DESIGNED WITH STRESS GRADE JOINT GROUP GENERAL ROOF TRUSSES TO BE DESIGNED & INSTALLED IN 1000mm (AS1870 S5.2.1) MECHANICALLY VIBRATED
TIMBER FLOORS TO MEET THE REQUIREMENTS OF AS4786.2:2005 TIMBER FLOORING - SANDING & FINISHING UNLESS SPECIFIED OTHERWISE, USE NOMINAL FIXINGS:
CAMBER & THE BUILDER IS TO ENSURE BEAMS ARE INSTALLED MGP 10/F5 JD5 (PINE WITH PITH-IN) ACCORDANCE WITH AS4440:2004 INSTALLATION OF
NAILPLATED TIMBER ROOF TRUSSES TERMITE RISK MANAGEMENT IS TO BE INSTALLED TO VAPOUR BARRIER IS TO BE INSTALLED UNDER THE SLAB ON (AS1684.3, S9.5 & T9.4)
DAMP PROOF COURSES & FLASHINGS ARE TO COMPLY WITH AS/NZS2905:1995 RIGHT WAY UP. CURVED MEMBERS ARE TO BE INSTALLED MGP 12/F8 JD4 (PINE NO PITH-IN)
LGL ENGINEERED WOOD PRODUCTS ARE DESIGNED WITH ENSURE CLASS 1 & 10 BUILDINGS TO HAVE 50 YEAR DESIGN GROUND CONSTRUCTION. IT IS TO BE 0.2mm NOMINAL * 3.05Ømm MIN FOR HARDWOOD & CYPRESS FRAMING
ACCORDING TO THE DESIGN DRAWINGS MGP 15/F11 JD4 (PINE NO PITH-IN) FOR ENGINEERED ITEMS
CAMBER & THE BUILDER IS TO ENSURE BEAMS ARE INSTALLED LIFE BY COMPLIANCE WITH AS3660.1 TERMITE THICKNESS POLYETHYLENE FILM MEDIUM IMPACT RESISTANT * 3.33Ømm MIN FOR SOFTWOOD FRAMING
AS4662 CERAMIC TILES - DEFINITIONS, CLASSIFICATION, CHARACTERISTICS & MARKING REQUIRE CERAMIC TILES THE BUILDER SHOULD PROVIDE TEMPORARY BRACING TO LGL ENGINEERED WOOD PRODUCTS ARE DESIGNED WITH
RIGHT WAY UP & TO MANUFACTURER'S SPECIFICATIONS MANAGEMENT - NEW WORK (NCC VOL2 P3.1.3.0) (AS2870, S5.3.3.2(c)) * PLASTIC POLYMER (GLUE) COATED 0R ANNULAR OR HELICAL DEFORMED SHANK
OF THE BEST COMMERCIAL QUALITY (FIRST QUALITY), CERAMIC FLOOR TILES SHALL BE TESTED TO AS/NZS4586 SUPPORT WIND & CONSTRUCTION LOADS DURING CAMBER & THE BUILDER IS TO ENSURE BEAMS ARE INSTALLED
KEEP UNSEASONED TIMBER MEMBERS SEPARATED FROM METHOD OF TERMITE RISK MANAGEMENT IS TO BE PROVIDED FOOTINGS & SLABS ON GROUND REQUIRE MINIMUM CONCRETE NAILS MACHINE DRIVEN NAILS:
TO MEET AUSTRALIAN STANDARDS FOR THE FIRST QUALITY CERAMIC TILES CONSTRUCTION. THIS MAY BE PART OF THE PERMANENT RIGHT WAY UP & TO MANUFACTURER'S SPECIFICATIONS
SEASONED TIMBER MEMBERS TO PREVENT DIFFERENCES IN WITH AT LEAST 2 DURABLE PERMANENT NOTICES IN KITCHEN COVER TO THE OUTER EDGE OF REINFORCEMENT: USE HOT DIPPED GALVANISED, STAINLESS STEEL OR MONEL METAL NAILS IN DAMP
BRACING & MUST BE EQUAL TO 60% MINIMUM OF PROPOSED KEEP UNSEASONED TIMBER MEMBERS SEPARATED FROM
SHRINKAGE & TOLERANCES (AS1684.3 S1.13) CUPBOARD & MSB (NCC VOL2, P3.1.3.2) * 40mm TO UNPROTECTED GROUND OR WEATHER EXPOSED JOINTS
PROVIDE INSECT SCREENS TO ALL WINDOWS BUT NOT EXTERNAL DOORS PERMANENT BRACING (AS1684.3, S8.2) SEASONED TIMBER MEMBERS TO PREVENT DIFFERENCES IN
RECOMMENDED 12% AVERAGE MOISTURE CONTENT OF * 30mm TO A MEMBRANE IN CONTACT WITH THE GROUND * WHEN NOT SPECIFIED IN FOLLOWING TABLE, NAIL LENGTH
SHRINKAGE & TOLERANCES (AS1684.3 S1.13)
TIMBER MEMBERS AT INSTALLATION (AS1884.3, T.E1) VISUAL INSPECTION CLEARANCES FOR TERMITE MANAGEMENT * 20mm TO AN INTERNAL SURFACE IS TO BE 10 x NAILØ WHEN DRIVEN INTO SIDE GRAIN
TOTAL INTERNAL FLOOR AREA INCLUDES ALL INTERNAL & EXTERNAL WALLS RECOMMENDED 12% AVERAGE MOISTURE CONTENT OF
LGL ROOF TRUSSES ENGINEERED TO AS1720.1 (AS1684.3 S1.12) ARE TO BE APPLIED TO THE BUILDING FABRIC * 40mm TO AN EXTERNAL SURFACE (NCC VOL 2 P3.2.3.3) * WHEN NOT SPECIFIED IN TABLE NEXT, NAIL LENGTH IS
TIMBER MEMBERS AT INSTALLATION (AS1884.3, T.E1)
HANDRAIL & BALUSTRADE NOTES TO BE 15 x NAILØ WHEN DRIVEN INTO END GRAIN
BUILDER IS TO COMPLY WITH GECA32-2007 RECYCLED &
* MINIMUM 2 NAILS PER JOINT UNO
RECLAIMED TIMBER STANDARD &/ INTERIM INDUSTRY
HANDRAILS, BALUSTRADES & ALL STAIR MEMBERS & HAND DRIVEN NAILS:
STANDARD RECYCLED TIMBER VISUALLY STRESS GRADED
CONNECTIONS TO MEET AS1170.1 * 3.15Ømm MIN FOR HARDWOOD & CYPRESS
RECYCLED TIMBER FOR STRUCTURAL PURPOSES TO
* 3.75Ømm MIN FOR SOFTWOOD & LOWER DENSITY TIMBERS
ENSURE ANY RECYCLED TIMBER IS FIT FOR PURPOSE
EXISTING NEIGHBOURS
3 4
MAKE GUTTER/KERB GOOD
WD7.0 WD7.0
94°20'29"
41.477
1475
BINS BELOW 6657
KERB
RH
SEAVIEW TERRACE
RH (UNDER GUTTER)
LANDSC
4°20'40"
S S S TOP OF HOB RL29580
3.571
RH RH S S
RENDERED BLOCK
APING IN
COLUMNS TO SPEC FALL
OF EXISTING HOUSE
(SDD,TED) HATCH REPRESENTS OUTLINE
LANDSCAPING IN ACCORDANCE
WITH COUNCIL DECISION
AC
NOTICE. SEE PART 4. 10
CORDAN
FLAT ROOF
MAKE GUTTER/KERB GOOD
BUILDING RL31830
FALL FLAT ROOF FALL
CE
SURROUND TO OUTDOOR LIVING
3133 SPEC (SDD, TED) BELOW
WITH CO
RL29480
TOP OF BUILDING SURROUND RL31830
PROVIDE 1:100 FALL AS A MINIMUM
UN
FALL
CIL DEC
FALL FALL
TOP OF HOB RL29580
TOP OF HOB RL29580
POOL BELOW
FALL
2° KLIP-LOK
ISION N
177°21'5
GATEHOUSE
5026
15.200
TBM NAIL IN MH RL27310 1 BELOW 1
OTICE. S
WD6.0 WD6.0
0"
FALL FALL FALL FALL
KERB
3432 2° KLIP-LOK FALL FALL
EE PAR
FALL
PROVIDE 1:100 FALL AS A MINIMUM
358°50'2
TOP OF HOB RL29080
FALL
T 4. 12 &
10.960
FLAT ROOF
FALL AS A MINIMUM
2 FALL 2
PROVIDE 1:100
RL29080
RL31830
0"
WD6.0 WD6.0
13
FALL FALL
TERRACE BELOW FLAT
PLANTER
RL29030 ROOF
RL29030
RL29030
FLAT ROOF
DRIVEWAY BELOW
RL29480 FALL
FALL FALL
FALL
S 5740
S S
SEE COUNCIL DECISION NOTICE FOR DETAILS OF
EXISTING PANDANUS TREE. PART 4 .10 S S S TOP OF HOB RL29580
RH RH RH
STORMWATER PIT
RH
2000
1500 RH TO HYDRAULIC
1500
ENGINEERS DETAIL
FLAT ROOF PRIVACY SCREEN
2138 RL29080 TO SPEC (SDD)
TELSTRA WATER 275°09'50" LANDSCAPING IN ACCORDANCE WITH COUNCIL DECISION
POLE TELSTRA METER 42.27 NOTICE. SEE PART 4. 11
PIT EXISITNG FENCE EXISITNG FENCE EXISITNG FENCE
3 4
WD7.0 WD7.0 KEY: TD THERMAL DETECTOR AREAS:
*ALL BOUNDARIES, LEVELS AND HEIGHTS TO BE RE-SURVEYED AND HT HOSE TAP SD SMOKE DETECTOR
LOWER FLOOR: 151m²
CONFIRMED PRIOR TO CONSTRUCTION. EXISTING NEIGHBOURS
FG FLOOR GULLY HW HOT WATER
GROUND FLOOR: 197m²
48 SEAVIEW TERRACE
DP DOWN PIPE A/C AIR CONDITIONING
BUILDING LINE OF
D DOOR DN DOWN UPPER FLOOR: 79m²
*ALL FLAT ROOFS TO HAVE A 1:100 FALL AS A MINIMUM. W WINDOW UP UP
COVERED TERRACES: 42m²
L LOUVRE F FRIDGE
*ALL MATERIALS MUST BE SUITABLE TO THE APPLICATION AND BE INSTALLED IN LOT 61 ON 81810 DH DOUBLE HUNG WC WATER CLOSET
GFA: 469m²
RH RAIN HEAD SH SITE COVER: 313m²/ 50.44%
ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 50 SEAVIEW TCE, SUNSHINE BEACH CSD CAVITY SLIDING DOOR N
SHOWER
TILED NICHE POOL: 39m²
*ALL STRUCTURAL MEMBERS TO BE CONFIRMED WITH STRUCTURAL ENGINEERS AND
QLD 4567 SD SURFACE SLIDING DOOR V VANITY
GD GLASS DOOR T TUB
DESIGNER PRIOR TO ORDERING. AREA: 620.513m² SJD SEE JOINERY DRAWINGS S SINK
TED TO ENGINEERS DETAIL OV OVEN
*THESE PLANS TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEERS TFD TO FUTURE DETAIL W/M WASHING MACHINE
DRAWINGS, HYDRAULIC ENGINEERS DRAWINGS AND ENERGY EFFICIENCY REPORT. TCR TO COUNCILS REQUIREMENTS F FRIDGE
*WORKING DRAWINGS TO BE READ IN CONJUNCTION WITH STRUCTURAL *ALL COUNCIL REQUIREMENTS AND POSITIONS TO BE CONFIREMD ON
NORTH
P
PLEASE CONTACT DESIGNER AS SOON AS POSSIBLE SHOULD THERE BE ANY SDD SEE WORKING DRAWINGS DETAIL PANTRY
DISCREPANCIES DRAWINGS, JOINERY DRAWINGS AND SCHEDULES PRIOR TO ANY ORDERING. SITE PRIOR TO CONSTRUCTION. CRS COLORBOND ROOF SHEETING FD FEATURE DOOR
DESIGNER TO CONFIRM ORDERS. TRM TRIMDEK ROOF SHEETS PD PLUMBING DUCT
FR FLAT ROOF S SPITTER
*PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND MEASUREMENTS TO *THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO *ALL CONSTRUCTION WORKS TO BE IN ACCORDANCE WITH DA APPROVAL . FALL DIRECTION SW STORM WATER
BE CONFIRMED ON SITE IN ACCORDANCE WITH STATUTORY AUTHORITIES. BEGINNING CONSTRUCTION AND DESIGNER TO BE NOTIFIED. CONDITIONS AND COUNCIL APPROVED PLANS. ANY DISCREPANCIES NOTED VOS VERIFY ON SITE FCL FINISHED CEILING LEVEL
PLEASE CONTACT DESIGNER. T.O.W TOP OF WALL FFL FINISHED FLOOR LEVEL
CLIENT: Max & Robyn WHITE PROJECT: WHITE WATER HOUSE
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors to SITE ADDRESS: LOT 61 ON 81810, 50 SEAVIEW TCE, SUNSHINE BEACH QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 verify all dimensions on site prior to commencing works. Site location
E: [email protected] in accordance with engineers details. These drawings are to be read in DRAWING TITLE: SITE PLAN/ROOF PLAN
P: (07) 54748 107 conjunction with engineers design and details, the accompanying
building specification and schedule of finishes. If in doubt, PLEASE DATE: 25/01/17 SCALE: 1 : 100 @ A2 DRAWN BY: C. CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
REQUEST CLARIFICATION. DO NOT ASSUME.
ISSUE: FOR See the original
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