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

 

1 Te

12 | 13 | 14

15

 

 

FLOOR FRAMING SCHEDULE:

 

MARK | SIZE DESCRIPTION

 

 

BRI 295x65 GLI7
BR2 | 300 PFC

Bearer (single span)
Bearer (single span)

Ful $J30070 SmartFrame |-Joist or
HJ30090 CHH HyJoist

Floor Joist (single span)

SJ 250 PFC Structural Joist (single span)

cS 89x89x5.0 SHS Column

 

 

 

 

NOTES:

All floor joists to be at 450mm crs UNO.

* Indicates timber to be minimum H3 treated.

All timber used in external conditions to be durability class 1

or 2 in accordance with AS 1684-2010 “Timber Selection Guide’.

4. Ensure a stepdown is created (min 50mm) from the house
onto the deck.

eN_s

BEARER NOTES:

1, Where a beam is to be supported by a SHS post, the post is
to have capping plates welded to each end, min 6mm plates
and fillet welds, UNO.

. All steelwork to be hot dipped galvanised if used in exposed
conditions, otherwise cold galvanised or painted finish is adequate.

. The number beside the fixing method indicates the number of
studs required under the bearer to support, ie (3) specifies the
bearer with 3 studs under. Refer connection details for tie down.

won

JOIST NOTES:

1. Where there is only a single joist span in a house, every
second joist shall be fixed at its ends with 1 Trip—L-Grip.

. Joist hangers and Trip—L—Grips to be installed in strict
specifications.

. Use double joists where specified and under all loadbearing
accordance with the manufacturer's specifications.

. Blocking at supports is to be provided to all joists in
accordance with AS 1684-2010 ond the relevant manufacturer's
walls, UNO.

. Joists supporting load bearing walls to be tied-down to
supports with 1/Trip—L-Grip UNO.

F won

o

 

Reinforced 300
[ Series Blockwork
;\N—

1 A 4)
a

TV,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1-6-6 6
|
y

 

100x6.0 EA one side L \

3/M12 bolts 3/M12 chemset anchor

DETAIL
\=/

150mm min embedment.

Epoxy = Powers PF Pro
Scale 1:10

NOTES:
1. Do not scale drawings.
2. Check and verify all dimensions

prior to commencement of work.

or Ramset Chemset 801.

  

 

Similar to

Detail D

 

 

 

   
    

   

eam (cont. 2 spans)
—

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a YA

 

 

 

 

 

 

 

 

2/M12 rl

an

 

 

8mm Web stiffener — Sul
6mm CFW to 125 PFC

 

 

 

 

2
S

 

I

|

1— 6mm cap plate
6mm CFW to C5

 

+— Reinforced 300
a Series Blockwork

 

 

 

gh

 

 

8mm Web stiffener.
6mm CFW to Sul

12
3

 

 

 

 

BRI
1 i

gh

 

 

4/6 chemset anchor
| 150mm min embedment.
Epoxy = Powers PF Pro

or Ramset Chemset 801.

 

 

 

125 PFC

 

 

 

 

 

 

8mm bearing plat

150x90x8 UA 6mm CFW to PFC

2/M12 bolts

 

 

 

 

 

 

 

 

__[50 | 60

 

F 1/M12 chemset anchor

Z 150mm min embedment.
Epoxy = Powers PF Pro
or Ramset Chemset 801.

 

 

———= ==

 

 

6mm CFW to C5

 

 

 

 

_t \

DETAIL l c S
Scale 1:10

 

 

 

DETAIL

Scale 1:10

Non Structural framing
to builders specifications

an po flanges

 

 

 

 

 

 

z fp” PFC {°

 

 

 

j=—Reinforced 200
Series Blockwork

 

 

 

N\
DETAIL

Scale 1:10

BEARER

 

 

 

 

 

 

 

 

 

8mm web stiffener
6mm CFW to Sul
2/M16 4.6/5 bolts

 

 

 

 

 

 

 

 

 

& JOIST LAYOUT (Firat Floor)

 

e

 

 

BR2

 

 

 

DETAIL { \
Scale 1:10

 

 

REVISION

Issue|Made By} Date DESCRIPTION

 

0 BOK | 16/11/17] Preliminary Issue — Not for Construction

PROPOSED NEW RESIDENCE at

 

1 BOK | 04/12/17] Preliminary Issue — Not for Construction

LOT 120 CNR SEAMOUNT QUAY

 

2 BOK | 11/12/17] Preliminary Issue — Not for Construction

BUILDER: RYAN DESIGNER HOMES

& MERMAID QUAY, NOOSAVILLE

 

Designed By : J. SWEET BEng (Civil) (hons)

Drawn By: BDK Date: 16/11/17

 

 

 

 

 

Certified By :

 

B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER

Date: 16/11/17

 

 

 

 

CONSULTING STRUCTURAL & CIVIL ENGINEERS

Office:
Postal:

Ph:
Web:
Email:

Suite 8/137 Brisbane Road, Mooloolaba
P.O. Box 7117
Sippy Downs, QLD. 4556

(07) 5444 5578
hrdesigngroup.com.au
[email protected]

Scale :

1:100 UNO

 

Job No

 

17-0417

Dwg No.: S14
BEARER & JOIST LAYOUT

 

 

| 5 | 6 | 7

| 8 | 9 |

i

12 | 13 | 14

15

| 16