N12 9 berrima_180928 · 51901.4210.01

 

 

 

 

{

FACEMOUNT AND \/
2/TYPE 17 14-10
SCREWS

 

 

 

 

 

 

 

JOIST HANGER C/W
4/TYPE 17 14-10 ——}
SCREWS TO EACH

 

 

MEMBER " —

SECTION f x \
110 AT A3

 

 

 

 

 

&

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

|
| DETAIL (1
110 AT A3 \sz.01 DETAIL (2
1:10 AT A3 \sz.o1 125x38 F14 HWD
TRIMMER TO JOISTS
2/TYPE 17 14-10
> SCREWS
ce _ 100x75 F14 HWD FENCE
< POST Tis
a © 5
S TIMBER PALINGS PER = s “i
° [7 CLIENT SPEC. FA 2 gi
0 1/M12 BOLT TYP. —4
RB25NG EXISTING
GALVANIZED REID [= CONCRETE
_ 75x38 F14 HWD RAILS: NUT AND WASHER oe MASONRY
TOP, MID & BOTTOM. TYP. " 3, RETAINING
LY CHECK TO POST Ves WALL
rl 150x90x8.0 UA 1/TRIPL GRIP
} 2/TRIPL GRIPS BRACKET [— C/W 3/2.8¢ f
AT FENCE POST TYP. REINF. HD NAILS
i TYP
|
INCOMPRESSIBLE
| PACKER AS
| REQUIRED SECTION (B
1:10 AT A3 \sz.0o1
EXISTING
L.____ CONCRETE POOL
SHELL

 

 

 

 

 

 

 

 

 

2/M12 BOLTS
TO FB1

 

1/M12 BOLT TO
FJ1

ALL FIXINGS AND BRACKETS TO
BE HOT DIP GALVANIZED (HDG)
PROPRIETARY TIMBER
CONNECTORS TO BE STAINLESS

 

 

 

 

 

 

 

 

CONCRETE PIER
AS NOTED

SECTION OO
110 AT AS

 

Q

DETAIL Gs)
1:10 AT A3 \s2or/

JOIST HANGER
8/2.80 REINF

HD NAILS PER
LEG

BATTENS TO

   
 
  
 

DETAIL

1:10 AT A3

75x38 F14 HWD
BATTEN TO DECKING
W/TYPE 17 14-10

DECKING AS
NOTED

DECKING PER
CLIENT SPEC.

\s20)

 

 

 

 

 

 

 

SCREW ATSO0CTRS |
MIN. 38 EMBEDMENT DECKING PER
STAGGER [CLIENT SPEC.
u KK 1
—_ =
F/I ® ° FJ

 

50 SQ. F14 HWD
BATTEN 1/TYPE 17
14-10 SCREW AT
500 CTRS MIN. 38
EMBEDMENT
STAGGER

REMOVABLE HATCH

BATTEN 1/TYPE 17

EX. DECKING

50 SQ. F14 HWD

 

14-10 SCREW AT
300 CTRS MIN. 38
EMBEDMENT

   
  

 

 

 

 

 

SECTION f \
110 AT A3

SECTION f Z \
110 AT A3

COPYRIGHT - ALL RIGHTS RESERVED

DISCLAIMER

 

Consulting Engineers.
DIMENSIONS.

Copying or reproducing the whole or part of this document in any
form without the written permission of N12@900
Consulting Engineers constitutes an infringement of copyright.

N12@900 Consulting Engineers accepts no responsibility for
the accuracy or for any consequence resulting from the use
or alteration of this drawing in electronic form.

Drawings in electronic form should be checked for accuracy against
the equivalent revision hard copy issued by N12@900

Prior to commencing construction verify all dimensions against
Architect's, other Consultant’s and Sub-Contractor’s drawings.
Dimensions are not to be scaled or read electronically from this
drawing. Setout dimensions, unless specifically shown, are to be
obtained from the Architect's or other Consultant's drawings.

 

sqD

DRAWN

SGD

DESIGNED

 

saD

CHECKED.

 

APPROVED.

 

SEP 18

DATE

 

S.G. DOCHERTY RPEQ No. 6213

 

 

 

 

 

 

 

 

0 100 500
Li Ti Titi Ti)
SCALE 1:10 AT A3

T_| PRELIMINARY 7.0518} SCO

 

 

 

9 BERRIMA ROW
NOOSA HEADS

PROJECT

PROPOSED POOL APRON

 

D. PANKOWSKI

CLIENT

 

ARCHITECT,

 

 

DRAWING TITLE

JDECK FRAMING DETAILS

NTeSj0O)

CONSULTING ENGINEERS

 

ACN 129 181 086

SUNSHINE COAST
PH 0410 599 211

12 Sandy Cove Cre

EMAIL [email protected]

COOLUM BEACH QLD 4573

 

18026

PROJECT No.

 

S2.02 1

DWG No.