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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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Log in to see the plans as drawn BR1 (2-SPAN)
A 70min-100max
Penetrate Post Check bearer -
fully into pole.
Trimmer CR S
450
10 @ 6 bolt Ø Min.
45 MGP
240x 5 bolt Ø Min. Bearer fixed to pole
Bearer with
BR2 (2-SPAN) 4 bolt Ø Min. 4/M12 bolts with
50mm sq washers.
HWD Pole
Full Depth Solid Block 3 Battern screws to each face. 240x Bearer fixed to pole
45 M with 4/M12 bolts HWD Pole
GP10
WALL @450 with 50mm sq
VERANDAH POST DETAIL A DB EARING CRS
LO washers.
NDER
W N ON U WN INTERNAL FLOOR BEARER CONNECTION TO POLE (U.N.O.)
O O
R TIED .17 (d) TIEDORS (4.9kN)
T O BEARE 9 A NC H BR5 (3-SPAN) JOIST
TO BE
JOIST MING ARER
2 FRA TIEDOW
N ON
9
BR6 ( 2 FRA .17 (d) TIE UNDER LOA
2-SPAN MING D DBEAR
ANCHO OWN
D.J.
D.J.
N) ) ING W
BR4 (3-SPA CRS RS (4.9 ALL
450 kN)
P10 @ BR6 (
240x4 G 2-SPAN
5 MG 5 M RS )
P10 @ 24 0x4 @4 5 0 C
4 50 CR MGP10
S 240x45
P10
2/240
2/2 BR9 (2-SPAN)
MG
GP10
40x 45
45 40x
x45 M
MG 2/2
x45 M
P10
D.J.
D.J.
-SPAN
) RS
GP10
BR8 (3
240 BR10 0 C
2/240
24
(3-SPA
x45 @45
S
CR
0x4
M N) 0
GP1 GP1
5
0
S
5
CR 0 @ 5 M
MG
)
@4
SINGLE
0 450 0x4
P10
5 24
P10
@4 CRS
BR3 (2
MG
@4
0 0 CR S
BR7 (
)
P1
2-SPAN
GP10 @45
5
MG M
0
5
2/240
5
240 x4
0x4
-SPAN
CR
x45
GP10
BR12 (2-SPAN)
24
S
0
BR3 (
24
x45 M
)
240
x45 M
x4
@45 5 MG
GP10
) 0 C P10 JOISTS
2/240
(3 -SPAN RS BR13 NOTE: JOISTS TO BE H3 TREATED WHERE EXPOSED AT
BR11 (3-SPA
N) DECKS
JOIST TO BEARER TIEDOWN ON UNDER LOADBEARING WALL HERRINGBONE STRUTTING OR SOLID BLOCKING SHALL BE
9.17 (d) TIEDOWN PROVIDED IN EVENLY SPACED ROWS BETWEEN JOISTS
2 FRAMING ANCHORS (4.9kN) AS FOLLOWS:- FOR SPANS UP TO 3.0m NOT REQUIRED
FOR SPANS OVER 3.0m TO 4.2m ONE ROW FOR SPANS
2400 2400 OVER 4.2m TO 6.0m TWO ROWS
1200 1200
DESCRIPTION OF POLES
Additional blocking or strutting for 150-200ø Hardwood Poles H5 Treated Refer Engineers
Drawings for Footing Details
x. unseasoned deep joists over 3.0m
0 Ma MEMBER SIZE SUPPORT
span with no ceiling underneath
180 Bearers
BR1 300x58 SMART LVL15 POST All Bearers to be Treated to Min. H3 Level
B D BR2 300x58 SMART LVL15 POST
Outside joist A
BR3 2/300x42 SMART LVL15 POST Check bearer - 70min-100max
pairs shall be 6 bolt Ø Min. 6 bolt Ø Min.
BR4 2/300x42 SMART LVL15 POST fully into pole.
blocked POST
BR5 240x42 SMART LVL15
Floor joist. BR6 2/300x58 SMART LVL15 POST 6 bolt Ø Min.
BR7 300x58 SMART LVL15 POST
BR8 300x58 SMART LVL15 POST Jose David Lesmes 5 bolt Ø Min. Bearer fixed to pole with
BR9 300x58 SMART LVL15 POST BEng Civil, MIEngAust 2/M12 bolts with 50mm
BR10 300x58 SMART LVL15 POST 4 bolt Ø Min. sq washers.
180 BR11 300x58 SMART LVL15 POST RPEQ
0 M Lower storey studs (all HWD Pole
ax. supporting walls or bearer) BR12 300x58 SMART LVL15 POST As per strucutral certificate
POST Bearer fixed to pole with
BR13 300x58 SMART LVL15 2/M12 bolts with 50mm HWD Pole
SOLID BLOCKING DETAIL dated 29-07-2019
sq
CONSTRUCTION washers. Bolts certral to
INTERNAL FLOOR BEARER CONNECTION TO POLE (U.N.O.)
pole.
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-
05-01 SUB FLOOR FRAMING
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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