Appendix A - Proposal Plans

 

 

General Notes

 

 

    
     

 

      
   
   
   

 

 

 
    

 

 

 

 

 

     
 

 

 

  

 

      
   
   

   
     
   
  

 

  
  
  

 

 

    

 

 

 

 

     

 

 
   
 
    
   
  
 

 

     
 
  
    
   

       
      

 

F] POSTS IN NORMAL POSITION FOR 1. DO NOT SCALE DRAWINGS.
MIN 5° WALL Spoon DRAN ew / = \\ TOP OF THE WALL TO DIVERT SURFACE WATER BUILDER PRIOR TO PROJECT COMMENCEMENT.
BACKSPACE / = 3. ENSURE THE BUILDING PLATFORM IS PROOF
I A @— roomes ROLLED TO OBTAIN A FIRM FOUNDATION BASE
\ SS TO SUPPORT THE SLAB AND FOOTING LOADS.
\ y ] im ALL FOOTINGS ARE TO BE DEEPENED THROUGH
\ XG ANY SOFT SPOTS TO BEAR INTO NATURAL
NATURAL SAND BACKFILL. ~ Xx. GROUND, OR CERTIFIED COMPACTED FILL
POSTS K MATERIAL, A MIN. 300mm.
IF REAR WALL IS LESS THAN H Xs 4, CONCRETE SLAB DETAILS: —
12 TO 19mm GRAVEL BACKFILL AWAY FROM THE FRONT WALL, = y a. MINIMUM THICKNESS = 100mm
AGAINST WALL. CONTACT THIS OFFICE FOR A x b. REINFORCEMENT = SL82 MESH TO COMPLY
WALL RE-DESIGN. vx WITH AS1304, SUPPORTED ON BAR CHAIRS
Ns SPACED ON A MAXIMUM 800mm GRID.
EI a c. WATERPROOF MEMBRANE = MIN 0.2mm
F] POSTS TO BE TURNED 90° ys THICK POLYTHENE PLACED UNDER THE SLAB
EF} FOR WALL HEIGHTS OF 1800mm. J AREA WITH ALL PENETRATIONS TO BE
VISQUEEN BARRIER BEHIND WALERS. oT SEALED WTH TAPE OR ANOTHER APPROVED
/ EIN z / d. CONCRETE - N20 AFTER 28 DAYS WITH A
kK | Z NOMINAL AGGREGATE SIZE OF 20mm. THE
I t > FOOTINGS SLUMP SHOULD BE NO MORE THAN 100mm.
\ ALL CONCRETE PLACED IS TO BE VIBRATED
WALERS — SEE TABLE \ / x TO REMOVE ENTRAPPED AIR.
SL 5, TERMITE PROTECTION:— THIS BUILDING IS TO
BE PROTECTED FROM SUB-TERRANEAN TERMITES
POSTS ZS REAR WALL FOOTING DEEPENED IN ACCORDANCE WITH THE BUILDING CODE OF
A TO NOT PLACE ANY EXTRA LOADING
eK ys AUSTRALIA AND THE RELEVANT AUSTRALIAN
XR RR DYN | ON FRONT WALL. PAD FOOTINGS TO STANDARD.
QR. RR. RRRRRRRG Z SULT BE A MIN 400mm PAST THE 6. THE FINISHED GROUND LEVEL IS TO BE
= SK S J INFLUENCE LINE. SLOPED SUCH THAT WATER IS NOT ALLOWED TO
a RR RK 1000. AG PIPE CONNECTED To POND NEAR THE FOUNDATIONS. A POSITIVE
a SS : . S
wl 2 x STORMWATER DRAINAGE. A GRADENT IS TO BE MANTANED ACROSS THE
= S A R 45° LINE OF INFLUENCE PB PRELIMINARY 25.03.15
ty A Ss FROM FRONT WALL
i Z ise N20 CONCRETE BACKFILL PA PRELIMINARY 27.01.15
SES SS
SY SS
NY Ww ISSUE REVISION /ISSUE DATE J
LY
SRY. KG a.
R RR

 

CONSULTIN
INCORPORATING

Geo Structural & Geo Investigations

NOTE: WIDEN TO 450¢ FOR WALL HEIGHTS
2000mm AND HIGHER

 

 

 

 

 

 

 

 

 

 

f . Ph: 5351 1011 or 5351 1555
WALL HEIGHT POST SIZE AND SPACING WALER SIZE Footing Depth Fax: 5351 1044
(mm) (mm) 19/25 Quanda Road, Coolum Beach QLD 4573
Email: [email protected]
1200 200x75-F14 HWD © 2400mm crs 200x50-F14 HWD 1000 cer
—————m
200x50-F14 HWD TO A DEPTH OF 1200mm, THEN 200x75-F14 HWD CuENT:
1500 2/200x50-F14 HWD @ 2400mm crs, ~ mm, an R. MEAD / C. BASTOCK
or 200%75-F14 HWD @ 180mm ers, FOR BOTTOM 300mm DEPTH FOR 2400mm POST SPACING. ALTERNATIVLY, 1200 PROUECT:
USE 200x50-F14 HWD FOR THE FULL DEPTH FOR 1800mm POST SPACING. .
Proposed Residence at
1800 2/200x50-F14 HWD © 1800mm crs 200x50-F14 HWD TO 1500mm DEPTH THEN 1500
(POSTS TO BE TURNED 90°) 200x75-F14 HWD FOR BOTTOM 300mm DEPTH. 44 Seaview Terrace
Sunshine Beach QLD 4567
2000 2/200x50-F14 HWD © 1500mm crs 200x50-F14 HWD TO 1500mm DEPTH THEN > ~
. | 1800 fate Trew by Dangned by
(POSTS TO BE TURNED 90’) 200x75-F14 HWD FOR BOTTOM 500mm DEPTH. Mor. 2015 TW. cE
Seale Corio’ by
>400 2/200x75-F14 HWD @ 1500mm crs 200x50-F14 HWD TO 1400mm DEPTH THEN 2000 N.S. __ | S.Brimelow RPEQ(4942]
(POSTS TO BE TURNED 90°) 200x75-F14 HWD FOR BOTTOM 1000mm DEPTH. Sheet vob Number
J 4-03 $8492
Issue

 

 

 

 

 

 

 

 

 

 

 

V
FOUNDATIONS PB
Nd

NOTE: ALL DOUBLE POST MEMBERS TO BE NAILED TOGETHER WITH 90x3.15mm GROOVED NOTE: ALL HWD TO BE DURABILITY CLASS 1 TIMBER, FREE OF SAPWOOD,
NAILS AT MAXIMUM 150mm crs, STAGGERD FROM ONE SIDE.. OR TREATED TO HS LEVEL. —,