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

 

 

NOTES:
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Continue truss top chords .
[to to frame raked ceiling. ROOF FRAMING SCHEDULE: WALL FRAMES: (2700mm high) FN CATER. determined for this site is N2
e wind category determined for this site is
1 T \ MARK | SIZE DESCRIPTION EXTERNAL: in accordance with AS4055 and AS1170.2.
MN fi Ribbon plate: 35x90 MGP12
= SS LES SES SS SS x ‘afters ai mm crs. . .
ieee + Rt 190x35 MGP12 Rafters at 900 Top plate: 35x90 MGP12 TIE_DOWN DETAILS:
Il! 4 ll [A\ Studs: 90x35 MGP10 at 450mm crs. All walls to be tied down with M12 anchor rods
| ll BI Minimum 200 PFC | Beam (single span) Bottom plate: 35x90 MGP10 (Direct on slab) at the ends of each wall, at side of openings,
| To -StCT \s07/ Similar to B2 260x65 GLI7C Beam (cont. 2 spans) and then between at maximum of 1800mm
I (Typical) yo i B3 | 190x35 MGP12 Beam (single span) INTERNAL LOAD BEARING: centers UNO.
a | L B4 | 195365 GLI7C | Beem (single spon) Ribbon plate: 35x90 MGP12 TRUSSES
a a RIUR': eam Top plate: 35x90 MGP12 TRUS obs.
a ze a1 I ; Studer. ° 90x35 MGP10 at 450mm crs. HWD or SWO trusses at 900mm max centers.
\ " wet 200x100x4.0 RHS Wind Beam Bottom plate: 35x90 MGP10 (Direct on slab) Truncated Girder (16) and Girder locations shown
I] —— SESS | J WB2 | 195x85 GL17C Wind Beam are nominal only. Final positions (including truss
Similar to || | ll [8 \ - Tr INTERNAL Non-LOAD BEARING: tie-down) are to be in strict accordance with
Detail B | ! ll \s07/ il C2 75x75x4.0 SHS Column Top plate: 35x90 MGP10 the Truss Manufacturer's specifications.
it T => —_—= S| = | (7 ical) I | I C3 200 PFC Column Studs: 90x35 MGP10 at 600mm crs. The Lintels and Beams shown have been designed
[C\ | lI Similar to Outriggers to truss yp ll C4 150x50x4.0 RHS Column Bottom plate: 35x90 MGP10 (Direct on slab) to this girder layout. Please contact office for
\s07/ UI | Detail R ’, ificatic I ss J| 89x89x5.0 SHS Column lintel re-designs if the Truss Manufacturer's
I> | | manufacturer's specification 5 1 .
(Typical) i} 7 T _ | _ i a a layout differs from the one shown herein.
— = >- =
I a NOTE:
[0\ I q ll Roof bracing (Speedbrace or similar) and trusses
—Tt Zt l iA — in accordance with the manufacturer's
ll = — = \so7/ Il Tt
Similar to (Typical) fp PT it il ms ) specifications
Detail B I
ll —~ +. ~ ~~. ~ JY I
Bll uf Ll
a
il = | ed _
ll '
Similar to II —-+4
Detail B ll / SS SS OSs =
Similar to FA \
Detail C — \ Il — a
re ==4
Similar to || Z| \ BS (below) WIA VA VA VL LLLLLLLLN
Detail B \ [| J — eee RR RIES SE SES SS SE SH SS
i petal & 7} 7] 7
a
i B5 (below)
all —._—. —
ll '
Similar tom II a | o = _ = _ _ B5 (below)
Detail B NM —; 7d TF _t_t_t—_ ff
a I I
ce VI “Howl den bow! lol I |
LBW LBW Sv MV
(ot ee fe 1 sai it
Lk\ I if 11

(Typical

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3
i—| lll
—|-\-
|

  

 

Girder

 

 

 

 

 

 

 

 

 

not scale drawings.

2. Check and verify all dimensions
prior to commencement of work.

Support & tie-down
girder at this location

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LL LL

 

 

 

 

 

L LZ A

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TRUSS & FRAME LAYOUT

 

(Ground Floor)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Issue|Made By| Date _ DESCRIPTION PROPOSED NEW RESIDENCE at CONSULTING STRUCTURAL & CIVIL ENGINEERS]Scale: 1:100
=| 0 BDK 16/11/17 | Preliminary Issue — Not for Construction Office: Suite 8/137 Brisbane Road, Mooloolaba
g 1 BDK | 04/12/17] Preliminary Issue — Not for Construction LOT 120 CNR SEAMOUNT QUAY & MERMAID QUAY, NOOSAVILLE Postal: P.O. Box 7117 Job No.: 17-0417
g 2 BDK | 11/12/17] Preliminary Issue — Not for Construction BUILDER: RYAN DESIGNER HOMES Sippy Downs, QLD. 4556 Dwg No : S05
a Designed By : J. SWEET BEng (Civil) (hons) Drawn By: BOK Date: 16/11/17 Ws  eosetepoup m.cu TRUSS ke FRAME LAYOUT
Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date : 16/11/17 Email: [email protected]
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