207-06 - Amended Plans · OPW19/0068

TIE DOWN NOTES - SHEET ROOF (N2)

ALL TIE-DOWN SYSTEMS ARE TO ENSURE CONTINUITY FROM TOP PLATE TO BOTTOM PLATE AND
SUB-FLOOR FOR FULL HEIGHT OF STRUCTURE.

ALL FRAMING ANCHORS & GI STRAPS, TO BE FIXED WITH 4/2.8¢ NAILS EACH END U.N.O.

ALL WASHERS ARE TO BE 50x50x3.0 FOR M12 BOLTS & 38x38x2.0 FOR M10 BOLTS.

ROOF BATTENS

AFTERS/TRUSSES

 

TOP PLATE
ROOF BEAMS

 

LINTELS

 

OTTOM PLATE

TOP PLATE

 

JOISTS

IBBON PLATE

 

BOTTOM PLATE

 

 

- FIX TO RAFTERS WITH 75x3.056 GROOVED NAILS.

- RAFTERS/TRUSSES TO BE FIXED TO PLATE/LINTELS/BEAMS
WITH 1 FRAMING ANCHOR 4/2.8¢ NAILS AT EACH END.

-M12 H.D. RODS AT ALL CORNERS AND AT 1800 MAX. CENTRES.
- FIX BEAMS WITH M12 H.D. RODS AT ENDS. TIMBER BEAMS
GREATER THAN 1500 PROVIDE 30x0.8 GI STRAPS, 4/2.8¢
NAILS AT 1500 CENTRES. UNLESS NOTED OTHERWISE.

- UP TO 1500 SPAN - 30x0.8 GI STRAPS, 4/2.86 NAILS AT
EACH END.

- 1500 TO 3000 SPAN - 30x0.8 GISTRAPS, 6/2.86 NAILS AT
EACH END AND AT 1500 MAX. CENTRES.

- FIX WITH 30x0.8 GI STRAPS, 2.86 NAILS AT CORNERS

AT 1800 CENTRES. EXTEND 600 ABOVE LEVEL 1 TOP PLATE
AND 600 BELOW GROUND FLOOR TOP PLATE

- FIX JOISTS TO LOAD BEARING WALLS/BEAMS/RIBBON
PLATE WITH 1 FRAMING ANCHOR 4/2.8¢ NAILS AT EACH END.
FIX TO POLE PLATE WITH JOIST HANGERS. FIXING AS PER
MANUFACTURERS SPECIFICATIONS.

- FIX 50x100 F14 HW RIBBON PLATE TO TOP OF STEEL BEAMS
M10 BOLTS AT 600 CENTRES. FIXED TO MASONRY WALL M12
CHEMSETS AT 900 CENTRES.

- FIXED TO SLAB WITH M12 CHEMSETS AT CORNERS AND
MASONRY NAILS AT 1800 MAX CENTRES.

 

 

 

 

 

 

 

 

 

 

 

POSTS - MIN. 2/M12 BOLTS TOP AND BOTTOM U.N.O.
TIE DOWN SCHEDULE/N2
PER AS1684.2-2010
DESIGN = | JOINT
ITEM DESCRIPTION
TABLE __|GROUP|
POSTS TO BEARER 9.16(h) JD4 | 2/M12 BOLTS
JOIST TO BEARER 9.11(h) JD4 =| 1 FRAMING ANCHOR AT EACH END. 4/2.8¢
NAILS EACH END.
BOTTOM PLATES TO JOIST | 9.18(a) JD4 [3.05 NAILS/SCREWS AS PER TABLE, DRIVEN
THROUGH PLATE INTO JOIST. MIN 40mm
PENETRATION INTO FLOOR AND/OR JOIST
STUDS TO PLATES | 9.19(d) JD4 {300.8 Gl. STRAP, 2.86 NAILS EACH
ENO AS NOTED
LINTELS TO STUDS 9.20(b) JD4 —2/30x0.8mm Gl. STRAP. NUMBER OF NAILS
REFER TO TABLE 9.20(b) FOR DETALS
TRUSSES/RAFTERS TO 9.21e) JD4  [30x0.8 Gl. LOOPED STRAP. 4/2.8mm NAILS
WALL FRAME JAT EACH END
BATTENS (75x38mm) TO 9.25(d) JD4 | 1/75mm NO. 14 TYPE 17 SCREW MIN.
TRUSSES SOmm PENETRATION

 

 

 

 

LINING
INTERNAL

EXTERNAL

 

 

- UPPER 10mm PLASTERBOARD TO

ALL WALLS AND CEILNGS.

- LOWER 10mm PLASTERBOARD TO

ALL WALLS AND CEILINGS.

- 6mm VILLABOARD TO ALL WET

AREAS

- AS PER ELEVATIONS OR BY OWNERS ADVICE.

TIMBER FRAMING NOTES
GENERAL

ALL TIMBER FRAMING SHALL BE SEASONED OR KILN DRIED TO THE STRESS GRADES SHOWN ON THE DRAWINGS
U.N.O AND SHALL COMPLY WITH THE REQUIREMENTS OF AS1720 ‘TIMBER ENGINEERING CODE’. ALL SOFTWOOD
SHALL BE JOINT GROUP JD4, ALL HARDWOOD SHALL BE JOINT GROUP J2.

ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING PROPORTIES MIN.:

F'b = 16.0MPa E = 13200MPa, JOINT GROUP JD4

ALL LVL WHERE USED IN EXPOSED ABOVE GROUND CONDITIONS SHALL BE TREATED TO CLASS #3.

ALL STRUCTURAL TIMBER USED IN EXTERNAL OR EXPOSED SITUATIONS SHALL HAVE CLASS 1 0R 2 HEARTWCOD
DURABILITY & CLASS H3 SAPWOOD TREATMENT. ALL TIMBER SET INTO THE GROUND SHALL HAVE CLASS 1
HEARTWOOD DURABILITY AND CLASS HS SAPWOOD TREATMENT.

ALL STEELWORK, BOLTS, NUTS, WASHERS AND OTHER FITMENTS INCLUDING NAILING PLATES, STEEL STRAPPING
AND FRAMING PLATES SHALL BE HOT DIPPED GALVANISED, OR, MANUFACTURED FROM GALVANISED STEEL
SHEET IN THE CASE OF PLATES & STRAPPING.

DESIGN LOADING

ALL FRAMING MEMBER SIZES, TIE-DOWN, BRACING AND FIXING DETAILS SHALL COMPLY WITH AUSTRALIAN
STANDARD RESIDENTIAL TIMBER FRAMED CONSTRUCTION CODES AS1684.1-DESIGN CRITERIA AND
AS1684.2-NON-CYCLONIC AREAS FOR WIND CLASS. N2 (W33)

FIX ROOF SHEETING IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS FOR WIND CLASS N2

TIMBER FRAMING - ROOF FRAME

ROOF BATTENS
RAFTERS
ROOF BEAM

 

 

 

75 x 38 F14 HW @ 900 CENTRES
240 x 45 LVL @ 900 CENTRES
SEE ROOF STRUCTURE PLAN

 

1

 

TIMBER FRAMING - WALL FRAME
UPPER FLOOR

 

1

STUDS - 90 x 35 MGP12 @ 450 CENTRES
TOP PL - 2/90 x 35 MGP12

BOTTOM PL - 90 x35 MGP12

1 STUD - 0 TO 900 OPENINGS

2 STUDS - 900 TO 2100 OPEININGS

3 STUDS - 2100 TO 3000 OPENINGS

4 STUDS - 3000 TO 3600 OPENINGS
1350 VERT CRS - 90 x 35 F8

 

STUDS TO SIDES OF OPENINGS

 

1

WALL NOGGINGS TYP.

 

om

oO

“oO

im

7
'

1200 - 90 x 35

1600 - 120 x 35
1800 - 140 x 35
2200 - 170 x 35
2500 - 190 x 35
3100 - 240 x 35
- 3800 - 290 x 35

TIMBER FRAMING - FLOOR FRAME
HOUSE FLOOR FRAME

 

 

 

BEARER ~ 150x75 LVL
JOISTS = 150 x 45 LVL @ 450 CENTRES
FLOOR - TO MATCH EXISTING

DECK FLOOR FRAME

BEARER - 150 x 75 F14 HW
JOISTS - 150/200 x 50 F14 HW @ 450 CENTRES
FLOOR - TO MATCH EXISTING

DISCLAIMER: DO NOT SCALE FROM DRAWINGS.
ALL DIMENSIONS TO BE CHECKED BY BUILDER ON
SITE PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES TO BE REPORTED TO AUTHOR.

FOUNDATIONS

STRIP AND REMOVE FROM SITE, ALL VEGETATION, TOP SOIL AND
DELETERIOUS MATERIAL.

EXCAVATIONS FOR ALL FOOTINGS SHALL BE TAKEN TO DEPTHS
SHOWN ON ENGINEERING

DRAWINGS. ALL EXCAVATIONS SHALL BE FREE FROM LOOSE
MATERIAL, MUD AND WATER. THE CONTRACTOR IS TO ENSURE
STABILITY OF ALL EXCAVATIONS AND EXISTING STRUCTURES
DURING CONSTRUCTION.

FOR SLAB AND FOOTING DESIGN SEE ENGINEERS DESIGN WITH SOIL
TEST RESULTS.

FOR STEEL BEAM SIZES SEE ENGINEERS DESIGN.

ENERGY EFFICIENCY

CEILING/ROOF - ACHIEVE AN R3.5 VALUE THROUGH THE
INSTALLATION OF SARKING AND/OR CEILING INSULATION.
EXTERNAL WALLS - ACHIEVE AN R2,5 VALUE THROUGH THE
INSTALLATION OF REFLECTIVE FOIL WRAP ON THE TIMBER FRAME
OR SOME OTHER FORM OF CAVITY INSULATION.

GLAZED AREAS - EAST, WEST & NORTH FACING GLAZED AREAS
ARE TO BE FULLY SHADED BY EXTERNAL SHUTTERS OR BLINDS.
ALTERNATIVELY SHADED ROOF OVERHANG WITH SUFFICIENT WIDTH
TO SATISFY REQUIREMENTS.

AAA RATED SHOWER ROSE.

PRESSURE LIMITED WATER DEVICES.

DUAL FLUSH TOILET.

ENERGY EFFICIENT LIGHTING.

GREENHOUSE EFFICIENT HOT WATER SYSTEM.

NOTES

DESIGNED IN ACCORDANCE WITH THE NCC 2014, QDC 2012, THE
BUILDING ACT OF 1975 AND AS 1684.2 - 2010 WIND CLASS N2.
BUILDER TO CONFIRM ALL DIMENSIONS ON SITE PRIOR TO
COMMENCEMENT OF WORK.

STANDARD BUILDING REQUIREMENTS

STAIRS TO COMPLY WITH BCA 2012.
HANDRAILS/BALUSTRADES TO COMPLY WITH BCA 2012
BALUSTRADE @1000HT TO HAVE MAX GAP OF 125mm.

W.C DOORS TO COMPLY WITH BCA 2012.

TERMITE PROTECTION TO COMPLY WITH BCA 2012. NOTE 75mm
EXPOSED SLAB EDSGES TERMIMESH ALL SLAB PENETRATIONS.
PROVIDE NOTICE OF PROTECTION.

SMOKE ALARMS TO COMPLY TO BCA 2012

 

PROJECT: PROPOSED EXTENSION TO EXISTING DWELLING AT
LOT 123 NAIRANA REST NOOSA

 

 

 

 

 

 

 

 

 

 

 

 

 

SCALE: | DESCRIPTION: DRAWN BY: DATE: PLAN No.:
1200 | NOTES LANs {01.10.12 ——| L123NAI- 10
FINAL PLANS 22.10.15