SEE ROOF NOTE NO.l SEE ROOF NOTE NO.2 SEE ROOF NOTE NO.3BOUNDARY

~ T

T T

BOUNDARY

NEW CARPORT

NGL>rDPC'

O_)£wz

FFL250mic RM-

IZ□

EX LOUNGE/ KITCH TO

NEWLOUNGE

NEWLAUN

250mic DPM 200x400

DRYEX !wc'

FFL250mic DPM

OPEN YARD

NGLN d p c

230x700 230x700

SECTION A-A 1:10OSEE ROOF NOTE NO.3 SEE ROOF NOTE NO.3 SEE ROOF NOTE NO.3

BOUNDARY

W VNGL

DPC'

BOUNDARY , FLUE FIXED TO CHIMNEY BOUNDARY 1300 D / WITH 12DIAGMS ROD.ROD

TO BE TACK WELDED TO CHIMNEY AND FLUE.

NEWBEDRM

FFL •FL250mic DPM

Qz

&w

. NGL>

A

DPC

0x700 230x700

SECTION B-B 1:10O

T

J L o y\i_ JL

NGLDPC'

?.-'0x7()0-liia t il !c? i.:'i .loioni

I I t lBOUNDARY

’/ •/

Ml i

X

NEWBEDRM

FI-L

NEW KITCHR,N

-MEWw c

EXT.FFL

200x400 250mic DPM 200x400NGL

XDPC

0x700 230x700

SECTION C-C 1 :1 0 0BOUNDARY BOUNDARY

_ _

BOUNDARY

BOUNDARY

130

cPc1

3FOOTING TO DETAIL

B/WALL SECTIONS 1/1002 (0x600

BOUNDARY

SECTION D-D 1:10O

ROOF LEVEL

25MPA CONCRETE CORE FILLED AND TAMPERED WELL IN TWO STAGES

PIER TO BE FULLY BONDED TO AJOIN1NG WALLS

EAST ELEVATION 1:100

230x750x750mmCONCRETEBASE

BRICK PIER DETAIL

ROOF NOTE NO.l85% CLEAR ROOFSHEETS AT 3 DEG PITCH ON 228x50 PURLIN-RAFTERS AT 900 MAX C/C.RAFTERS TO BE WRAPPED IN DPC AND TO BE BUILT INTO WALLS AND TO BE TIED DOWN 600 DEEP INTO WALLS WITH GMS STRAPS .PURLIN RAFTERS TO BE TRUSS HUNG TO 228x50 BEARERS WITH 12 DIA STEEL BOLTS.BEARERS TO BE BUILT INTO WALLS AND TO BE TIED DOWN 600 DEEP INTO WALLS WITH GMS STRAPS .ALL TIMBER TO BE GRADE V5 SAP TO SANS 10400.FLASI IING AND DPC.TO ALL NEW ROOFING.ROOF NOTE NO.2CONCRETE ROOF AT 17 DEG PITCH ON 38x38 BATTERNS AT 300 MIN C/C ON PREFAB TRUSSES AT 760 MAX C/C ON 114x38 WALL PLATES AND TIE DOWN 300 DEEP INTO NEW AND EX BRICKWORK. ALL STUCTURAL TIMBER TO BE GRADE V5 TO SANS 10400 STDS.FLASIIING.INSLUTION AND DPC TO ALL NEW AND F.X ROOFING AND WHERE ELSE NEEDED.6mm CEILING BOARDS NAILED TO 38x38 BRANDERING AT 450 MAX C/C,NAILED TO UNDERSIDE OF TIE BEAMS.CIELINGS TO BE SKIMMED THRU OUT.ROOF NOTE NO.3IBR ME I'AL ROOF SHEETS AT 3 DEG PITCH ON 228x50 PURLIN-RAFTERS AT 900 MAX C/C.RAFTERS TO BE WRAPPED IN DPC AND TO BE BUILT INTO WALLS AND TO BE TIED DOWN 600 DEEP INTO WALLS WITH GMS STRAPS .6mm CEILIND BOARDS NAILED TO 38x38 BRANDERING AT 450 MAX C/C NAILED TO UNDERSIDE OF RAFTERS.FLASHING,DPC AND INSOLUTION TO ALL NEW AND EXISTING ROOFING AND WHERE ELSE NEEDED.ALL TIMBER TO BE GRADE V5 SAP TO SANS 10400 STDS.ROOF NOTE NO.485% CLEAR ROOF’ SHEETS AT 3 DEG PITCH ON 152x50 PURLIN-RAFTERS AT 900 MAX C/C.RAFTERS TO BE WRAPPED IN DPC AND TO BE BUILT INTO WALLS AND TO BE TIED DOWN 600 DEEP INTO WALLS WITH GMS STRAPS ,6mm CEILING BOARDS.FLAS11ING,DPC AND INSOLUTION TO ALL NEW AND EXISTING ROOFING AND WHERE ELSE NEEDED.ALL TIMBER TO BE GRADE V5 SAP TO SANS 10400 STDS.

CLIENT:

4 0^ 3 -

DESIGNER

PROJECT:

P R O P O S E D ALTS AND A D D S T O H SE KING O N ERF 1 5 4 4 9 0 DISCOVERY AVENUE GARDEN VILLAGE MAITLAND

DATE:

MAR. 16

DWG TYPE:

LAYOUT DWGS

N.BALL DIMENSIONS,!IEIGHTS AND LEVELS TO BE CHECKED ON SITE BY REGISTERED CONTRACTORS OR ANY COMPETENT PERSONS INVOLVED WITH THIS BUILDING PROJECT PRIOR TO QUANTITY SURVEYING OF MATERIALS OR THE COMMENCEMENT OF ANY BUILDING WORK.BOUNDARY PEGS TO BE POINTED OUT BY OWNERS PRIOR TO BUILDING WORK COMMENCMENT.IF BOUNDARY PEGS CANNOT BE LOCATED THEN THE OWNER MUST APPOINT A QUALIFIED LAND SURVEYOR TO PLACE NEW BOUNDARY PEGS.IN ADDITION ALL STRUCTURAL AND R.C CONCRETE WORK TO BE CFIECKED BY AN APPOINTED REGISTERED STRUCTURAL ENGINEER.ANY DISCREPANCIES ON THIS PLAN IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGNER OF THIS PLAN FOR RECTIFICATION ON AN AGREED TIME FRAME FOR I IIS INSTRUC TION ON HOW TO PROCEED.FAILURE TO ADHERE TO THE ABOVE MENTIONED STATEMENT WILL EXCLUDE THE DESIGNER OF THIS PLAN OF ANY COSTS INCURRED DUE TO RECTIFICATION OF INCORRECT BUILDING WORK BEING CARRIED OUT BY REGISTERED CONTRACTORS OR ANY OTHER COMPETENT PERSONS.SUCH PERSONS WILL BE HELD LIABLE OF INCORRECT BUILDING WORK BEING CARRIED OU T.

DWG NO.:

IA105

DESIGNER:

l.A DESIGNERS0823605530

PAGE NO.:

20F3

REG. NO.:

T0658