21-209-S01 & S02[90] · EXE21/0029

 

200 SERIES BLOCKWORK WALL
UNDER TO SUPPORT POOL WALL
NI2 @ 400 EACH WAY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FULLY GROUTED CORES NOTES:
SCIIBP2 NOTES:
rn op 1. THE POOL STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE
450 W x 600 D STRIP FOOTING WITH AS3600-2001. CONSTRUCTION AND TESTING SHALL
LIITM300 TOP & BTM, | BE CARRIED OUT IN ACCORDANCE WITH THIS CODE.
R6 LiGS @ 1000 CRS, A SCIIBPD A 2. ALL CONCRETE SHALL BE PLACED USING AN APPROVED SPRAYING
A Te —A PROCESS. F c = 32MPa AT 28 DAYS.
200 THICK WALLS ¢ BASE | 3. CONCRETE CURRING SHALL BE CARRIED OUT FOR A PERIOD
SWIMMING POOL | OF 7 DAYS.
512 @ 200 EACH WAY CENTRAL UL cy SCUBP2 4, REINFORCING SHALL BE GRADE 230 BARS AND SHALL BE HELD
ns a D> IN THE CORRECT POSITION DURING CONCRETING. LAPS SHALL BE
MASE CONCRETE STEP | A MINMUM OF 300mm UNLESS NOTED OTHERWISE,
512 @ 200 EACH WAY CAGE 5. POOL TO BE FOUNDED ON NATURAL GRANULAR MATERIAL.
sellBP2 SCIBP2 SCVIBP2 SCVIBP2 APPROVAL OF THE ENGINEER SHALL BE SOUGHT IF THE POOL
eee gp Oo ote a -O as - IS TO BE SPRAYED ON FILLS OR CLAY SOIL.
| fu 6. POOL FOUNDED ON ROCKY OR CLAYEY GROUND SHALL HAVE
eee td A 150mm LAYER OF SAND UNDER THE SLAB.
7. ALL POOL MUST INCLUDE A HYDROSTATIC RELIEF VALVE.
B L 8. RENDERING/WATER PROOF COATING SHALL NOT BE APPLIED
FOR AT LEAST 14 DAYS AFTER CONCRETING.
EXISTING UPPER FLOOR 9. DO NOT BACKFILL 10 OUTSIDE OR FILL POOL WITH WATER
FOR 14 DAYS MIN.
10. COVER TO REINFORCING 50 MIN BUT REINFORCING GENERALLY
SWIMMING POOL OUTLINE PLAN PLACED CENTRALLY IN WALLS/FLOOR.
MEMBER SCHEDULE
BORED PIERS :
BPI — 600 BORED PIER x I500 DEEP
TO VERY STIFF NATURAL GROUND
4IN\2 + RO HELIX @ 300 PITCH
BP2 — 4500 BORED PIER x 500 DEEP
TO VERY STIFF NATURAL GROUND
COLUMNS +
Sl — Bx 5x4 SHS
FLOOR BEAMS :
FBI — 200 x 50 FIT (CONTINUOUS)
FB2 — 125x50Fi1
POLE PLATES :
PPL — (25x50 Fl1
MI2 STAINLESS STEEL DYNABOLTS @ 600 CRS.
TO POOL WALL
PP2 — 125x50Fi1
MI2 BOLTS @ 600 CRS.
TO EXISTING BEARER
FLOOR JOISTS :
Ful — 125x 50 FI1 @ 450 CRS.
SCALE 1:100 JOB DESCRIPTION DRAWING TITLE
AEEROUED NEIL McKENZIE & ASSOCIATES PTY. LTD. tama PROPOSED SMINMING POOL | SHIMMING POOL OUTLINE PLAN
CONSULTING ENGINEERS CHECKED NM 580 COLES CREEK ROAD
14/699a SANDGATE ROAD DESIGNED N COORAN
THIS Same ame ae olde, EO ole roe r CLIENT DRAWING REVISION
No. | REVISION DATE | DWN |NEIL McKENZIE & ASSOCIATES (C) Copyright FAX. ey 73802 1397 DATE UY 21 ‘ wueer —- Q2I-209-S01 NUMBER