01.2 - Engineering Design (issue 2) · OPW18/0008

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 14 | 15 | 16
NOMINAL FIXING DETAILS FOR TIMBER MEMBERS: WINDOW SILL TRIMMERS:
For opening widths up to 1500mm the window trimmer may be
A Ay Member i Supporting Member Fixing Required the same size ond the grade as the common studs in that wall,
T \ x e te For opening widths greater than 1500mm, the window sill trimmer
1 Plates Studs Plates up to 38mm thick - 2/75mm nails through plate shall _be as specified below:
\ Plates 38 to 50mm thick - 2/90mm nails through plate Opening Width (mm) Trimmer Size (F5) Trimmer Size (F8)
-— \ a ! Noggings Studs 2/75mm noils skewed or through nailed 1800 70x35. or 90x35 70x35 or 90x35
\
| | Timber braces Studs 2/50x2.8mm dia nails at each joint 2100 70x45 or 90x35 70x35 or 90x35
H \ Baliom ola - - 2400 27 70x35 or 90x35 _| 70x35 or 90x35
B ' g| o i jottom plates Joists 2/75mm (35mm plates) or 2/90mm (45mm plates) nails 2700 2/70x45 or 2/90x35 | 2/70x35 or 90x35
ai Y Bottom plates | Concrete Slabs |One masonry nail (hand driven at slab edges), screw or bolt 3000 3/70x35 or 2/90x35 | 2/70x35 or 90x45
2! | E| at 1200mm maximum centres. 3300 3/70x45 or 2/90x45 | 2/70x45 or 2/90x35
Ly 1 a Multiple studs Studs 1/75mm nail at 600mm maximum centres 3600 3/80x35 3/T0x45 or 2/90%35
\ zl =
| s NOTES: 4200 3/90x45
I I 1. Details are in accordance with Table 9.4 AS1684-2010. NOTE:
1 \ \ 2. Framing for non—loadbearing internal wall are in accordance with Table 5.2 AS1684—2010. 1. Openings may be 70mm wider than nominal widths given above.
C \
> | | ROOF BATTENS (TRUSSES AT 900crs): LINTEL SPECIFICATIONS:
te [ y All lintels are to be MGP12 Unless noted otherwise.
k iS - - | \ Sheet roof, w4 General Roof Area Within 1200mm of Roof Edges The number of Jamb Studs required for openings is specificed in
LI Ped 1 \ Batten size (FI4 HWD) | 75x38 at 900mm crs 75x38 at 900mm crs brackets beside the Lintel/Beam ie. 190x35 (2)
2 1 — - Refer to table below for jamb stud requirements.
S_140x35(2) Fixing required 1/75mm No.14 Type 17 1/75mm No.14 Type 17
batten screws batten screws Total No. of Jamb Studs] Full Length Stud | Secondary Stud
NOTE Specified beside Lintel
D 1 [i\ 1. Screws must have a minimum 38mm penetration into receiving member (truss/rafter) 2 1 1
\S08/ 2. Alternatively, metal roof battens may be used in accordance with the Manufacturer's specifications 3 2 1
and details. Batten size and fixing to be determined subject to Wind Classification, roof sheeting 4 2 2
(Typical) gauge or roof tile composition and batten spacing.
i \
g Denotes block lintel.
E oF Refer SO9 for reinforcing
I Rin ok tequirements. Typical.
ale q
“ w/e
PY Se BL BLL ee:
t— = Bis EZZA_ VA VA A Ve VL
a 2
Block between rafters - =
if required for door & -—~
F | window fixing. ' /M\ /N\ /P?\
oi \s08/ \s08/
Continue lintel through over- (Typical) (Typical) (Typical)
| "1
master bed room door \ 200x63 LVL E13
| | (22,62)(cont. 2 spans) _ _ & _ _ _ _ 200x63 LVL E13
11 \ i & 20x65 LVL F13 a & (C2,C2,block)
G \ I (C2,C2,C2)(cont. 2 spans)
> || !
f¢ 4 LBW Beam __ LBW oh ov
=a AL AL
|_| I 90x35(2)
\ 20045 LVL EIS _
| \ (2,C2,C2,2) Cont. 3 aan
ay \ 5 &
H 3) 3 1 \ Beam (cont. 2 spans)
z| X\ ~ i 190x35 (biock) [BL __—_—_Structural Joist =)
| s 2 S =i YZ LL 2 ee TT, 7. TTT
=
-— \ a aa IR _— 1—190x35 (lintel, block)
a S | °
HH, f 1.8m backspan
* M0x35(2) \ ~ _ _ _ rn) Oe) Loom Pocket _
200x45 LVL E13 (cont. 2 spans |
i _— ' Lintel (cantilevered):
a, 35(2) \308/ 200x45 LVL E13 (2, Lintel) \s08/
low = -—_- (Typical) (Typical)
—_ 3 a
gS s
~ ree
R11
8
J \ on COLUMN SCHEDULE: J
490x35(2,¢2) MARK | SIZE DESCRIPTION
J C2 75x75x4.0 SHS Column L_
LINTEL SPECIFICATIONS cS | 200 Pre Caan
NOTES: , C4 | 150x50x4.0 RHS | Column
i bo not Seale rawinge | C5 | 89x89x5.0 SHS Column
K . ec and verily al imensions (G d FI ) . . . ” ” , K
prior to commencement of work. fOUN OO/, NOTE: All timber specifications shown herein are designed for N2 wind areas.
Issue|Made By| Date DESCRIPTION PROPOSED NEW RESIDENCE at CONSULTING STRUCTURAL & CIVIL ENGINEERS|Scale:  1:100
Lj | 0 BDK | 16/11/17] Preliminary Issue — Not for Construction Office: Suite 8/137 Brisbane Road, Mooloolaba
& 1 | BDK | 04/12/17] Preliminary Issue - Not for Construction LOT 1<0 CNR SEAMOUNT QUAY & MERMAID QUAY, NOOSAVILLE Postal: P.O. Box 7117 Job No.: 17-0417
S| 2 BDK | 11/12/17] Preliminary Issue — Not for Construction BUILDER: RYAN DESIGNER HOMES Sippy Downs, QLD. 4556 Dw No : S06
L a Designed By : J. SWEET BEng (Civil) (hons) Drawn By: BDK Date: 16/11/17 Ws (07) 5444 5578 cu 8 -
Certified By : BR. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date 16/11/17 ‘ie ae ccan LINTEL SPECIFICATIONS
ertified By : BR. ng (Civi us| ng ate : Email: _engineersGhrdesigngroup.com.au
1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | g | 10 | 11 | 12 | 13 | 14 | 15 | 16