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

 

14 | 15 | 16

 

 

 

Se SS SSS SSS SSS

 

 

 

 

 

 

 

 

 

LBW

 

 

 

 

 

 

 

 

 

 

 

Fo

 

 

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

prior to commencement of work.

 

 

 

 

 

LBW

LBW &

 

 

LBW

 

 

 

 

 

 

 

‘

 

 

 

 

MASONRY REINFORCING LAYOUT

 

 

 

 

 

 

 

 

 

 

 

(Ground Floor)

   

BLOCKWALL REINFORCING LEGEND:
@ indicates N12 bor

@ indicates N16 bar
© indicates N20 bar or 2/N12 bors

NOTES:

1. All horizontal steel and lintel reinforcing in accordance
with the details on S11 & S12.

2. M12/M16 anchor bolts to bond beams for truss tiedown
not shown for clarity. Locations to be determined on site
in accordance with truss layout.

 

COLUMN SCHEDULE:
MARK | SIZE DESCRIPTION

c2 75x75x4.0 SHS Column
C3 200 PFC Column
C4 150x50x4.0 RHS Column
cS 89x89x5.0 SHS Column

 

 

 

 

 

 

 

[OIOIOIOIOIOIOIOINC)

_ _ OOOO OOO®O

 

 

Issue|Made By| Date

DESCRIPTION

 

o | pox | 16/11/17

Preliminary Issue — Not for Construction

 

1 | Box | 04/12/17

Preliminary Issue — Not for Construction

 

2 | Box | 11/12/17

Preliminary Issue — Not for Construction

PROPOSED NEW RESIDENCE at
LOT 120 CNR SEAMOUNT QUAY & MERMAID QUAY, NOOSAVILLE
BUILDER: RYAN DESIGNER HOMES

 

REVISION

Designed By :

J. SWEET BEng (Civil) (hons)

Drawn By: BDK

 

 

 

 

 

 

Certified By :

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

 

 

 

 

Suite 8/137 Brisbane Road, Mooloolaba

P.O. Box 7117
Sippy Downs, QLD. 4556

(07) 5444 5578
hrdesigngroup.com.au

[email protected]

CONSULTING STRUCTURAL & CIVIL ENGNEERS|scale: 1: 100

 

Job No.: 17-0417

 

 

 

5 |

6 | 7

12 | 13

Dwg No.: S10
MASONRY REINFORCING LAYOUT
14 | 15 | 16