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231587 - 8 Ravenwood Dr Noosa Heads - Alterations and Additions to Dwelling - Archs · EXE23/0015
Attached to the e-mail Exemption Certificate Request - 8 Ravenwood Dr Noosa Heads.
Original PDF page 13, section 1. The text section number identifies this passage in the reader.
ROOF TRUSSES & BRACING ROOF FRAMING & BRACING TO
TO MANUFACTURER'S SPEC. STRUCTURAL ENGINEER'S SPEC.
18.0° NOTES:
1. ALL GROUND LEVELS ARE APPROXIMATE ONLY.
SIDE BOUNDARY LINE
SIDE BOUNDARY LINE
18.0°
2,000 MIN. 2. ALL STAIRS ARE TO HAVE 190mm MAX. RISERS
TRUSS UPSTAND TO FASCIA
(BED 2 ONLY) AND 250mm MIN. GOINGS
10 mm PLASTERBOARD
550 INTERNAL LINING 3. PROVIDE SILL AND JAMB FLASHING TO ALL WINDOWS
AND DOORS TO MANUFACTURER'S SPECIFICATION
(STUDY RAFTERS ONLY)
PITCHING HEIGHT
TIMBER FLOOR FRAMING TO
OPENING HEAD HEIGHT
FLOOR TO CEILING
WALL TOP PLATE
(EXCEPT STUDY)
STUDY 4. ALL WORKS ARE TO BE CONSTRUCTED IN ACCORDANCE
3,270
STRUCTURAL ENGINEER'S SPEC.
ENS 2 BED 2 BATH
(TYPICAL)
FLASHING TO MAN. SPEC. OVER WITH THE CURRENT NCC AND IT'S AMENDMENTS,
2,750
2,700 CABINETRY CABINETRY
2,400
BY OTHERS BY OTHERS BATTENS TO CREATE FALL. INSTALL LOCAL AUTHORITIES AND IN ACCORDANCE TO
EDGING PROFILE TO MAN. SPEC.
'REAL FLAME' GAS FIREPLACE RELEVANT TRADE AND TECHNICAL MANUALS
STRUCTURAL ELEGANCE 1000 (OR SIMILAR)
INSTALLED TO MAN. SPEC. 1,470 STRUCTURAL
FLOORING LEVEL
RL 5.830 (MIN.)
FLOORING LEVEL 5. ROOF BRACING TO BE IN ACCORDANCE WITH
FLOOR FINISH exist. wall RL 5.830 (MIN.)
RL 5.850 (MAX.) MANUFACTURER'S/ENGINEER'S SPECIFICATION
20
(APPROX.) RL 5.850 (MAX.)
NEW BLOCKWORK
NEW BLOCKWORK TO ENG. SPEC.
TO ENG. SPEC.
STRUCTURAL FLOOR
STRUCTURAL FLOOR
FINISHED FLOOR
3,370 approx.
3,370/3,390
3,370/3,390
FLOOR TO CEILING
DIMENSION
DIMENSION
DIMENSION
DROPPED CEILINGS DROPPED CEILINGS FRAMING TO
OPENING HEAD HEIGHT
FRAMED BY BUILDER FRAMED BY BUILDER ENG. SPEC.
FRONT DOORS
ENS 3 BED 3 PORCH GARAGE
(MIN..)
2,700
& FG ONLY
2,400
2,100
STRUCTURAL STRUCTURAL
SLAB LEVEL SLAB LEVEL
RL 2.460 FLOOR FINISH RL 2.460
20
(APPROX.)
CEILING HEIGHT TO BE TOPPING SLAB
CROSS SECTION A - A
CONFIRMED ON SITE TO ENG. SPEC.
ROOF TRUSSES & BRACING TIMBER FLOOR FRAMING TO
TO MANUFACTURER'S SPEC. STRUCTURAL ENGINEER'S SPEC.
SIDE BOUNDARY LINE
15.0°
TRUSS UPSTAND
50
(15° ROOF ONLY)
OPENING HEAD HEIGHT
FLOOR TO CEILING
WALL TOP PLATE
WALL TOP PLATE
(EXCEPT STUDY)
GUEST/
(TYPICAL)
(TYPICAL)
FLASHING TO MAN. SPEC. OVER
2,750
2,750
2,700
NURSERY
2,400
BATTENS TO CREATE FALL. INSTALL
EDGING PROFILE TO MAN. SPEC.
STRUCTURAL STAIRS STRUCTURAL
FLOORING LEVEL FLOORING LEVEL
RL 5.830 (MIN.) RL 5.830 (MIN.)
FLOOR FINISH
RL 5.850 (MAX.)
20
(APPROX.) RL 5.850 (MAX.)
DROPPED CEILINGS FRAMING TO
STRUCTURAL FLOOR
STRUCTURAL FLOOR
ENG. SPEC.
3,370/3,390
3,370/3,390
FRAMED BY BUILDER
FLOOR TO CEILING
DIMENSION
DIMENSION
OPENING HEAD HEIGHT
POOL DECK STORE BIKES
(MIN..)
2,700
2,100
STRUCTURAL STRUCTURAL
SLAB LEVEL SLAB LEVEL
RL 2.460 FLOOR FINISH RL 2.460
20
(APPROX.)
TIMBER STAIRS, HANDRAIL & R.C SLAB AND FOOTINGS TO UNDERSLAB AND PERIMETER
CROSS SECTION B - B
BALUSTRADING BY SPECIALIST STRUCTURAL ENGINEERS SPEC. TREATMENT TO AS 3660.1
FOR QUOTING
BRIGHT
MARK TEUNON CLIENT PROJECT
BAR SCALE m. 0402 750 622 HUGH & JO ENGLISH PROPOSED EXTENSIONS JOB No: 22.006
e. [email protected] SITE ADDRESS DRAWING issued: 31.12.22 DRAWING No:
0 1 2 3 4 5 10
BUILDING DESIGN QBCC Lic. No. 1271669 No. 8 RAVENWOOD DRIVE PROPOSED SECTIONS A+B drawn: MJT
13
CUSTOM DESIGN & QUALITY DRAFTING ABN: 73 072 707 632 NOOSA HEADS scale: 1:100 (A3)
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