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Proposed Plan
Attached to the e-mail Operational Works Application OPW19/0193 - DA Form 1- Cover Letter - Proposed Plan - 91 Ewarts Rd COORAN.
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Plans and drawings
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Log in to see the plans as drawn WALL FRAMES: (2760mm high Min.)
WIND CATEGORY: Note:
The wind category determined for this site (noted in the title block) is in accordance with AS4055 & AS1170.2. In any non-loadbearing walls (ie gable ends or step-outs), the ribbon plate
TIE DOWN DETAILS: specified below may be deleted.
All walls to be tied down with M12 anchor rods at the ends of each wall, at sides of openings, with in Ribbon Plate = 35x90 MGP10
100mm of all trusses, and then at 900mm Max. Crs, unless otherwise specified. Jose David lesmes Top Plate = 3/35x90 MGP10
Stud = 90x35 MGP10 @ 600 ctrs.
TRUSSES: RB1 (3-SPAN) BEng Civil, MIEngAust Bottom Plate = 35x90 MGP10 (Solid Blocking Under)
HWD or SWD trusses at max. 900mm centers . Truncated girder (TG) and girder locations shown are RPEQ
nominal only. Final positions (including truss tie-down) are to be in strict accordance with the truss RS Note:
00 C As per structural certificate
manufacturer's specifications. The lintels and beams shown have been designed to this girder layout.
S @9 • Bottom Plate assumes solid blocking directly under flooring. If solid blocking is not
2400
U SSE
Please contact this office for lintel re-designs if the truss manufacturer's layout differs from the one TR dated 29-07-2019
used, increase bottom plate to 45x90 - MGP12.
shown above. Roof bracing (Speedbrace or similar) and trusses accordance with the manufacturer's
specifications. Lintel Specifications
1. All lintels MGP10 u.n.o.
RB1 (2-SPAN)
RB1 (2-SPAN)
2. Jamb studs are specified beside the lintel size. Unless specified otherwise, where
MEMBER SIZE SUPPORT 2 jamb studs are specified, provide 1 full length stud plus 1 secondary jamb stud.
Where 3 jamb studs are specified, provide 2 full length and 1 secondary jamb
L1 190x35 MGP10 4/90X35 MGP10 studs, and 4 jamb studs consist of 2 full length and 2 secondary jamb studs.
L2 190x45 MGP10 3/90X35 MGP10 T RU 3. Unless otherwise noted grade of LVL specified is E15
SSES
L3 2/190x35 MGP10 4/90X35 MGP10 @ 900
L4 240x45 MGP10 3/90X35 MGP10 CRS
L5 300x58 SMART LVL15 7/90X45 MGP10
L6 2/240x45 MGP10 4/90X35 MGP10
L7 330x85 HYNE 17C 9/90X45 MGP10 L3 L7 L3
RB1 240x85 HYNE 17C SHS / POST L3 L3
RB2 460x85 HYNE 17C SHS / POST L1
SHS POST
2400 L3 L3
2400
L2
L5
L3
S
CR
00
@9
S
SE
TRU
US
TRU
SSE
TR
S
SSE
@90
L1
0 C
S
RS
@9
L1
TRU
00
CR S
CR
SSE
S
S @
900
S @
900
SSE
SHS POST
CR S
TRU
L3 L4 L3
L1
L6 L3
TR L3
L1
US
SES L1
@9
L3 00
CR L3
S
RB2 (SINGLE)
RB2 (SINGLE)
NOTE: Details are in accordance with Table 9.4, AS1684 current version Nominal Fixing Details for Timber Members
Framing sizes for non-loadbearing internal walls are in accordance with Table 6.2, AS1684 current
version Member to Supporting Fixing Required
Roof Battens ( Trusses @ 900crs ) be fixed Member
Metal roof battens to be in accordance with the Manufacturer's specifications and details. Plates up to 38mm thick - 2/75mm nails through plate
Batten size and fixing to be determined subject to Wind Classification, roof trusses/rafters spacing, CRS Plates Studs
Plates 38 to 50mm thick - 2/90mm nails through plate
@900
2400
roof sheeting gauge or roof tile composition and batten spacing. SES Noggings Studs 2/75mm nails skewed or through nailed
TRUS
Using Lysaght TS4075 battens to suit N5 conditions with 0.42 custom orb roofing Timber braces Studs 2/50x2.8mm dia nails at each joint
for trusses / rafters at 1200cts requires battens 300mm end spans and 540mm internal spans RB2 (SINGLE) Bottom plates Joists 2/75mm (35mm plates) or 2/90mm (45mm plates) nails
for trusses / rafters at 900cts requires battens 400mm end spans and 730mm internal spans Concrete One masonry nail (hand driven at slab edges),
However for trusses at 600cts requires battens 600mm end spans and 900mm internal spans Bottom plates
Slabs screw or bolt @ 1200mm maximum centers.
CONSTRUCTION Multiple studs Studs 1/75mm nail @ 600mm maximum centers
SCALE: No. Description Drawn Date
PHONE (07) 5476 8690 Martens Building Design CLIENT:
A. & S. Leontakianakos
SHEET:
9 WORKING DRAWINGS KURT 07/07/19
1 : 100@ A3 FAX (07) 5476 9380 0432 224 604 A-05-
05-02 UPPER FLOOR FRAMING PLAN
TRU BUILT
10 ENGINEERS REVISIONS KURT 24/07/19 MOBILE 0418 986595
DATE: [email protected] ADDRESS: REVISION: WIND RATING FIRE RATING
24/07/19 PO BOX 1244 ABN: 20 218 687 996 LOT 61 #91 EWARTS ROAD, 10 N5 BA L 19
BUDERIM 4556
DESIGNED:
LIC NO. 729650
QBSA: 126 4589 COORAN, QLD,
Signed:___________________ TRU BUILT JOB NO.: MBD NO.:
Rod Soppe R & V DEVELOPMENTS PTY. LTD. 1008 J 1907
Kurtis Martens / Owner
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