Original source · versioned page text
Revised Architecturals ISSUE 5 - received 10.03.21
Original PDF page 12, section 1. The text section number identifies this passage in the reader.
A2 PAGE
DIRECTION Y REQUIRED kN = 105.3
BRACING & TIE-DOWN TIMBER LIST 70mm FRAME - 2700 mm HT MAX - 7.5m RLW MAX GALVANISED LINTEL TABLE BRACING NOTES:
CODE TYPE LENGTH VALUE No. TOTAL MAX. CLEAR GALVANISED (*) BRACING PANELS LESS THAN 900mm WIDE
CLASSIFICATION SPECIFICATION SINGLE STOREY
OPENING (UP TO) LINTEL SIZE TO HAVE 1/M12 ROD AT EACH ENDFULL HEIGHT
A TB4 HARDWOOD PLY [email protected] kN/m 900mm 5.4kN 21 113.40 - REINFORCED CONCRETE SLAB LOAD BEARING NON LOAD BEARING 600mm 85mm x 8mm MULTI RIB FLAT BAR
A TB4 HARDWOOD PLY [email protected] kN/m 500mm 3.0kN
SHEET METAL ROOF - TOP & RIBBON PLATE - TOP PLATE 900mm 85mm x 8mm MULTI RIB FLAT BAR
- PINE TRUSSES, SPACED 2/70 x 35 MGP12 70 x 35 MGP 10 1200mm 100mm x 100mm x 6mm MULTI RIB ANGLE 4.5MM HARDWOOD PLY - METHOD B
B STEEL ANGLE [email protected] kN/m 1800mm 2.7kN WIND CLASS = N3 AT 900 C/C
1500mm 100mm x 100mm x 6mm MULTI RIB ANGLE SHEATHING SHALL BE NAILED TO TOP & BOTTOM
- BOTTOM PLATE - BOTTOM PLATE 1800mm 100mm x 100mm x 6mm MULTI RIB ANGLE
B STEEL ANGLE [email protected] kN/m 2400mm 3.6kN
UPPER / SINGLE STOREY - PINE INTERNAL AND 70 x 35 MGP 12 70 x 35 MGP 10 2100mm 100mm x 100mm x 6mm MULTI RIB ANGLE PLATES & ANY HORIZONTAL JOINTS AT 50MM CTS
METAL ROOF EXTERNAL FRAMING - STUDS AT 450 C/C - STUDS AT 600 C/C 2400mm 100mm x 100mm x 6mm MULTI RIB ANGLE TO COMPLY WITH TABLE 8.18
B STEEL ANGLE [email protected] kN/m 2700mm 4.0kN - METAL TOP HAT CHANNELS 2700mm 150mm x 100mm x 6mm MULTI RIB ANGLE "STRUCTURAL WALL BRACING"
70 x 35 MGP12 70 x 35 MGP 10
UPLIFT LOAD WIDTH = 7867 TO MANUF.SPEC SPACED AT 900 C/C 3000mm 150mm x 100mm x 6mm MULTI RIB ANGLE PAGE 142 SECTION (H) AS1684.2 - 2006
C BRACING BRICK [email protected] kN (both directions) 1.5kN - NOGGINGS - NOGGINGS 3300mm 150mm x 100mm x 6mm MULTI RIB ANGLE
JOINT GROUP = JD4 - LINTELS/BEAMS AS PER TABLE OR 70 x 35 MGP 10 70 x 35 MGP 10 3600mm 150mm x 100mm x 6mm MULTI RIB ANGLE
RES. TIMBER FRAMED CONSTRUCTION
RESISTANCE PROVIDED kN = 113.40 DESIGNED BY TIMBER SUPPLIER MANUAL (PART 2 - NON CYCLONIC)
DIRECTION X REQUIRED kN = 78.00
CODE TYPE LENGTH VALUE No. TOTAL
A TB4 HARDWOOD PLY [email protected] kN/m 900mm 5.4kN 16 86.40
masonry piers
A TB4 HARDWOOD PLY [email protected] kN/m 500mm 3.0kN
B STEEL ANGLE [email protected] kN/m 1800mm 2.7kN
B STEEL ANGLE [email protected] kN/m 2400mm 3.6kN
B STEEL ANGLE [email protected] kN/m 2700mm 4.0kN
C BRACING BRICK [email protected] kN (both directions) 1.5kN 3.0
A0.9
RESISTANCE PROVIDED kN = 86.40
0.9A 0.9A
TIE DOWN SHEET METAL ROOF
JOINT GROUP = JD4
WIND CLASS = N3
UPLIFT LOAD WIDTH = 8.3m MAX
0.9A
0.9A
0.9A
- TOP PLATE TO M12 RODS AT CORNERS, GIRDER TRUSSES, ROOF
A0.9
SLAB BEAMS & SIDES OF OPENINGS & THEN AT 1200 CENTERS
30 x 0.8mm G.I. STRAP LOOPED WITH 4 / 2.8mm DIA
0.9A 0.9A
- TRUSS TO TOP PLATE NAILS EACH END + 2 SKEWED NAILS THRU TRUSS
(1200mm centres) TO TOP PLATE
A0.9
A0.9
- METAL BATTENS TO 2 BATTEN SCREWS
TRUSSES TO COMPLY WITH TABLE 9.25
"UPLIFT CAPACITY OF ROOF BATTEN
- JD4 TIE DOWN CONNECTION" DETAIL (B)
STRENGTH OF 2.72 kN PAGE 204 AS1684.2-2006
0.9A
MANUAL (PART 2 - NON CYCLONIC) AND
MANUFACTURERS SPECIFICATIONS.
M12 HOLD DOWN BOLTS LOCATED AT 1200mm CTS AND EITHER SIDE
OF BRACING PANELS A0.9
SINGLE / UPPER STOREY
LINTEL SCHEDULE SHEET METAL ROOF
A0.9 A0.9
0.9A
OPENING RLW = 4500 RLW = 6000 RLW = 7500 A0.9
A0.9
600 mm 90 x 35 90 x 35 90 x 35
900 mm 90 x 35 90 x 35 90 x 35
1200 mm 90 x 35 90 x 35 90 x 35
A0.9
A0.9
0.9A
1500 mm 90 x 45 120 x 35 120 x 35
1800 mm 140 x 35 140 x 35 140 x 45
0.9A
A0.9
A0.9
A0.9
A0.9
A0.9
0.9A
2100 mm 170 x 35 170 x 35 190 x 35 0.9A
2400 mm 170 x 35 190 x 35 170 x 70
A0.9 A0.9 A0.9 A0.9
A0.9
0.9A
2700 mm 190 x 35 170 x 70 190 x 70
ALL LINTELS TO BE MGP.12 - TABLE NOT APPLICABLE FOR ADDITIONAL
ROOF LOADS, SUCH AS GIRDER TRUSSES ETC. 1. This building has been designed in accordance with
AS 1684.2 - 2006 (Residential timber framed construction),
and wind speed N3 (unless otherwise noted)
The wind classification is subject to engineers verification
2. All lintels, floor joists, bearers, trusses & supporting girder
A trusses to be DESIGNED & CERTIFIED by timber supplier.
B B Timber suppiler may substitute lintels nominated on drawings
A for those of equal strength to span ratio.
3. All structural sizes to be read in-conjunction with structural
N3 FRAMING PLAN engineers drawings & details
0.9A
4. Bracing capacity to concrete block walls (where applicable)
SCALE 1:100
to be confirmed & certified by structural engineer. A0.9 A0.9
NOTES PLAN LEGEND CLIENT:
PLEASE READ CAREFULLY
10. Protection against subterranean termites shall be in accordance with AS
THIS PLAN CERTIFIED CORRECT IS THE ONE REFERRED TO IN THE
G. LEWIS & S. PAESSEY
1. Written dimensions take precedence over scale. 3660-Pt 1 2001. Provided treatment: Visual Barrier System to perimeter with afl = above floor level ref = refrigerator prov. CONTRACT & SPECIFICATIONS AND I UNDERSTAND CHANGES
2. Builder to verify all dimensions and levels prior to commencement of construction. approved collars/barriers at slab penetrations. hd = head at 2100 afl. mw = microwave prov. HEREAFTER MAY NOT BE POSSIBLE. THESE PLANS SUPERCEDE ALL
3. All internal dimensions stated are frame size - excluding linings. 11. HWS unit (constant flow) with 5 star energy efficiency rating to comply fw = floor waste dw = dishwasher prov. OTHER PREVIOUS PLANS OR SKETCHES.
Lot 4, 297 Lawnville Road
4. This building has been designed in accordance with AS 1684.2 - 2006 (Residential with "Sustainable Buildings" QDC pt 29, AS/NZs 6400:2005. = smoke detector pty = pantry
timber framed construction). 12. Rainwater tanks, lighting and plumbing fixtures & fittings to comply with QDC vb = vanity basin wm = washing machine prov. BLACK MOUNTAIN
Stroud Homes Pty Ltd 5. Supplier may substitute lintels for those of equal strength to span ratio. PART 29 & 25, 'Sustainable Buildings' QDC pt 29 & 25 AS/Nzs 300.1.2003 obs = obscure glazing ghw = gas hot water unit
ABN: 49 107 897 736 QBSA Lic No: 1083367 6. All structural sizes to be read in-conjunction with structural engineers drawings & AS/NZS 6400:2005. mb = meter box tr = towel rail MODEL: JOB
OWNER/S No. 20L297LA
details. 13. Lift off hinges to all WC doors to comply with Australian Standards. dp = downpipe trh = toilet roll holder Montego 329 Skillion
107 Sugar Road Telephone: Email: 7. Articulation joints to complay with 3.3.1.8 BCA Vol 2. 14. Stair construction to comply with Pt 3.9.1 and balustrades to comply with pt ohc = overhead cupboard HC = garden tap
WITNESS DATE
Maroochydore 07 5444 2521 Daniel.chapman 8. Mechanical Ventilation to comply with 3.8.5 Bca Vol 2. 3.9.2 BCA Vol 2. ISSUE/DATE: SHEET
QLD Mobile: @stroudhomes. No.
9. Smoke alarms to comply with 3.7.2 BCA Vol 2 (wired-in) 15. DCP & flashings to comply with Pt 3.3.4 BCA Vol 2
4558 0402 864 305 com.au C 2016 REPRODUCTION IN PART OR WHOLE IS STRICTLY FORBIDDEN
ISSUE 3 : 8/03/2021 12 OF 12
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