Engineering and survey plans · OPW20/0082

 

DRAWING SIZE — AS

HATCHED AREA INDICATES
PROPOSED POOL REFER DRG PO1.1
FOR DETAILS

POOL DECK PLAN
LEGEND

XN
N
N

          

 

Pr
PAs) 88.9 x 4.8 CHS GALV STEEL POST SLEEVED

 

 

© OVER SCREW PIER POSTS, REFER SCREW FLOOR FRAMING SCHEDULE
PIER SCHEDULE FOR MINIMUM WORKING MARK SIZE /GRADE
LOAD. REFER DRG PD2.2 FOR DETAILS WI | 250 x 50 (FI7) HOW WOSTS @ 450 CRS
FBI | 310UB46 STEEL BEARER GALV
8 THK UPSTAND CLEAT, 2/MI6 BOLTS TO DECK ran | 300PEC STEEL BEARER GALV

(80) o(STS WHICH FALLS ON MID-SPAN OF STEEL
BEAMS, 80mm Min. END CLEARANCE ON ALL Wet | 125 x 75 (F17) HOWD WALL PLATE
TIMBER HOLES. REFER ORG PD2.2 FOR DETAILS DU DOUBLE JOIST, M12-600 STAGGERED

* INDICATES MEMBER WITHIN FLOOR DEPTH

 

 

 

 

\) tom GRADE 316 STAINLESS STELL. BEND
CLEAT, 2/M16 BOLTS EACH END, 80mm Min
ENO CLEARANCE ON ALL TIMBER HOLES. REFER

  

ORG PD2.2 FOR DETAILS should
ns top edges
ze 16 DIAM GALV DIAGONAL ROD BRACING SETS of deck iss deck bearers to og mine the ingress of
moisture.
WITH TURNBUCKLE ADJUSTERS, REFER DRG = (CONT.) Indicates Continuous over 2 spans or more. Spans to
PD2.2 FOR DETAILS. be ne more ‘or less than 20% greater than adjacent span for
continuity.

 

DASHED LINES INDICATES

LOCATION OF STORMWATER
TRENCH UNDER SUSPENDED SLAB.
(1/n16 X 400(L)
DOWEL.)
STEEL SCREW PIER
=

SCREW PIER DETAILS

ALL DJ TRIMMERS FIXED TO STEEL
BEAMS UNDER WITH 8 THK
UPSTAND CLEAT AND 2/M16
BOLTS

         

 

THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 29136-N.

 

 

 

fann——t___?}—1_fm1:100 © A3

SCREW PIER SCHEDULE

— STEEL SCREW TO BE DESIGNED BY THE SPECIALIST
WANUFACTURER, ENGINEER TO REVIEW DESIGN PRIOR TO
INSTALLATION.

= PIERS ARE TO BE LOCATED WHERE SHOWN

IN PLAN

THE MANUFACTURER IS TO ADVISE ON THE MINIMUM
PIER SPACING.

IT IS RECOMMENDED THAT THE CONTRACTOR 10

INSTALL TEST PIERS TO CONFIRM DEPTH FOR CAPACITY,
PRIOR TO PRICING WORKS.

IMUM UNFACTORED WORKING LOADS FOR INDIVIDUAL
PIERS ARE AS FOLLOWS
(SP)-100KN
(SP—1) 150KN
(SP-2) 200KN
COMPLIANCE. CERTIFICATION FOR INSTALLATION TO BE
ISSUED TO ENGINEER.

 

ALL FRAMING ANCHORS BOLTS AND
ASSOCIATED CONNECTIONS FOR THE
TIMBER DECK 10 BE GRADE 316
STAINLESS STEEL

ALL STEEL BEAMS SUPPORT POSTS AND
ASSOCIATED CONNECTIONS TO BE HOT
DIPPED GALVANISED

 

 

 

Revision | Description Date

 

 

              

Issue: PRELIMINARY

GaN Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604

[email protected]

 

Title: POOL DECKING PLAN

   

Project The Cove, Noosa
28 Park Road, Noosa Heads

 

 

Date: Aug 2019 | Drg No. 29136-PD2.1