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| 2 5 4 5 6 / | 5
| RevNo | Revision note | Date Signature | Checked
PI PRELIMINARY ISSUE 05.09.15 A
BUILDING P2 PRELIMINARY 19.09 A
P3 PRELIMINARY ISSUE 5. A
A FOR BUILDING APPROVAL 2 A
APPROVAL B FOR BUILDING APPI 28. A
A c FOR BUILDING APPROVAL 3 A
. — NOT FOR CONSTRUCTION
_| EXISTING BUILDING.
Pri O} ( O}rri
FOOTING TO BE FOUNDED THROUGH
ANY FILL MATERIAL MIN 300 INTO
NATURAL GROUND OF MINIMUM
SAFE BEARING CAPACITY 100kPo.
_ BUILD UP WITH MASS CONCRETE IF
NECESSARY.
PFI PFI
(O} (O}
| (O}Prt (O}prt
PFA PFI PFI PFI
ios > on os FOUNDATION DESIGN IS BASED ON REPORT No. 12049 BY GLOBAL TESTING PTY LTD.
\O} ‘\O} \O} \O} REFER TO THIS REPORT FOR SOIL CONDITIONS EXPECTED ON SITE. IF ACTUAL SOIL
D ‘= ‘= ‘= - CONDITIONS VARY SIGNIFICANTLY FROM THOSE IN THE REPORT. CONTACT ENGINEER
FOR RE-APPRAISAL OF FOOTING DESIGN.
ALL FOOTINGS TO BE FOUNDED IN MATERIAL OF MINIMUM SAFE BEARING CAPACITY
100kPa. ANY FILL MATERIAL BENEATH SLABS IS TO BE COMPACTED IN LAYERS TO
ACHIEVE A MINIMUM UNIFORM DENSITY OF 98% STANDARD COMPACTION.
~~ CONFIRM ALL STEPS AND FALLS WITH ARCHITECTS DRAWINGS.
oo ——
. \
F| “\ \ BUILDING AREA IS TO BE PROOF ROLLED FOLLOWING SITE STRIPPING.
Mo \ APPROXIMATELY 600mm OF FILL MATERIAL WAS FOUND TO THE REAR OF THE SITE.
THE EDGE FOOTING EB ARE TO BE PIERED THROUGH ANY FILL MATERIAL WITH 4500
. MASS CONCRETE PIERS AT ENDS AND @2100mm CRS MAX. FOUNDED A MINIMUM
PF al Prt PFI OF 300 INTO NATURAL GROUND. IF PIERS >900mm DEEP REINFORCE WITH 4/N12
EXISTING WATER | 0} (O} O} (O} Aw Ware TaNe VER BARS, 65 COVER.
Ce STORAGE TO OWNERS
FOOTING PL SS
~ a 4 — ™~ \
= 4 = PROPOSED BARN & LINKWAY AREA PROPOSED BARN & LINKWAY ROOF 1:100
[ a = OOTING PLAN \ Seales AW 05 SEP 15
F B U ILDER 56 MAINS STREET, / \
KIN KIN QLD 4571 | \
STEVE FISHER 15005 A4 C
© THESE DRAWINGS ARE COPYRIGHTED © \ ;
/ a _ cc
Use figured dimensions | ; en \ ) JOB NUMBER No. | ISSUE
all dimensions on site. PROJECT NIGEL GARDINER SHOWN ON THIS DRAY \ Y NOOSA SHIRE COUNCIL | A3 \SHEET 4 OF 7
= > ~ +
| 2 | 5 Pf fT 6 | / | 8