LONG SPAN JOISTS AND FOOTING SYSTEM IS SPECIFICALLY

90 X 45 MM F7 TREATED PINE PLATE FIXED TO B15 TO SUPPORT DECK JOISTS

B15 - 190 X 45 F7 TREATED PINE B16 - 2/ 190 X 45 F7 TREATED PINE

SUB FLOOR FRAMING PLAN

SCALE 1:50

COLUMN C1 ECCENTRICALLY LOCATION ON F1 PAD FOOTING. REFER ALSO TO ENGINEERS DETAILS

C1 - 90 X 90 X 6 MM SHS COLUMN BOLTED TO PAD FOOTING OVER F1 - 700 X 700 X 400 MM THICKNESS CONCRETE STUMP PAD FOOTING BOTTOM WITH SL 81 MESH 100 X 100 CONCRETE STUMP F2 - 500 X 500 X 400 MM THICKNESS CONCRETE STUMP PAD FOOTING WITH SL82 MESH BOTTOM B16 - 2/ 190 X 45 F7 TREATED PINE

L'DY DECK FRAMING NOMINAL 100MM BELOW FLOOR FRAME

B14 - 190 X 45 F17 KDHW DIAL BEFORE YOU DIG: CONTRACTOR MUST DIAL 1100 TO CONFIRM LOCATION OF EXISTING SERVICES AND COMPLY WITH ANY AUTHORITY REQUIREMENTS REGARDING EXISTING SERVICES PRIOR TO COMMENCEMENT OF ANY WORKS.

THESE DRAWING SHALL BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEERING FRAMING PLAN AND OTHER CONSULTANTS' DRAWING AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ALL THE DISCREPANCIES SHALL BE REFERRED TO THE ARCHITECT FOR DESIGN BEFORE PROCESSING WITH THE WORK.

ALL WORKS TO BE IN ACCORDANCE WITH NCC ALL WORKS TO COMPLY WITH AS 2870 ALL FRAMING TO COMPLY WITH AS 1684-4-2010

MAKE GOOD TO REAR STUMP UNDER EXISTING BUILDING WHERE NECESSARY

DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION AND ENSURING NO PART SHALL BE OVERSTRESSED UNDER CONSTRUCTION ACTIVITIES.

FOOTING ARE TO BE FOUNDED IN ORIGINAL UNDISTURBED GROUND HAVING A SAFE BEARING CAPACITY AS NOTED.

EXCAVATED SUB FLOOR SPACE AS NECESSARY TO PROVIDE MINIMUM 450 MM CLEARANCE UNDER FRAME

CONFIRM SETOUT WITH SITE FORMER PRIOR TO COMMENCEMENT OF ANY WORKS

UNDERTAKE NO WORK LIKELY TO IMPACT ON ANY EXISTING ADJOINING PROPERTY

FOOTING NOTES: 1. ALL FOOTING HAVE BEEN DESIGNED IN ACCORDANCE WITH SOIL REPORT NO. 20120539 BY D.M. LAWRANCE SOIL TESTING PTY.LTD 2. SITE CLASSIFICATION - CLASS 'P' 3. LONG SPAN JOISTS AND FOOTING SYSTEM IS SPECIFICALLY DESIGNED BY A QUALIFIED ENGINEER. 4. ALL FOOTINGS ARE TO BE FOUNDED ON NATURAL CLAY AT A DEPTH OF 1500MM OR ON NATURAL COMPETENT ROCK (WHICHEVER IS SHALLOWER), WHERE AN ALLOWABLE BEARING CAPACITY OF 200 kPa (MIN) EXISTS. 5. FOR FUTURE RECOMMENDATION REFER TO SOIL REPORT & RELEVANT ENGINEERING DRAWING.

NORTH POINT

LEGEND

100 X100 CONCRETE STUMP F2 - 500 X 500 X 400MM THICKNESS CONCRETE STUMP PAD FOOTING WITH SL82 MESH BOTTOM

90 X 90 X 6.0MM SHS COLUMN BOLTED TO PAD FOOTING F1 - 700 X 700 X 400MM THICKNESS CONCRETE STUMP PAD FOOTING WITH SL81 MESH BOTTOM J - FLOOR JOIST J1 - 190 X 45 F17 KDHW @ 450 CTS MAX J2 - 190 X 45 F7 TREATED PINE @ 450 CTS MAX

B - BEARER B14 - 190 X 45 F17 KDHW B15 - 190 X 45 F17 KDHW TREATED PINE TO DECK AREA B16 - 2/190 X 45 F17 KDHW TREATED PINE TO DECK AREA CL - CENTER LINE C.O.S - CHECK ON SITE