07/1873 - Preliminary Building Works Assessable against planning scheme [As Published] · 172007.1873

 

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, GENERAL NOTES

' - 1 THE CONTRACTOR SHALL VERIFY ALL SETTING OUT DIMENSIONS PRIOR TO
COMMENCEMENT OF WORKS,

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EXISTING CONCRETE ROOF TILES

 

2 THESE, DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE
ARCHITECTURAL DRAWINGS ANO ANY OISCREPANCIES SHALL BE REPORTED
10 THE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PORTION OF

- THE WORK,

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we a4 “ \ POLE PLATE: 00 NOT QBTAIN DIMENSIONS BY SCALING FROM THESE ORAWINGS.
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ROOF SHEETING exagting CONCRETE ROOF TILES

ROOF SHEETING SHALL BE CUSTOM ORB COLORBONO FINISH / ‘
FIXED IN ACCORDANCE WITH MANUFACTURES INSTRUCTIONS, —

ROOF BATTENS @ 900mm CENTRES

 

 

ALL WORKMANSHIP ANO MATERIALS SHALL BE IN ACCORDANCE WITH
THE REQUIREMENTS OF THE CURRENT EDITION OF SAA CODES AND
THE BUILDING CODE OF AUSTRALIA.

 

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EXISTING ROOF BEAM+RB2 eN

 

S THE CONTRACTOR SHALL CHECK THE LOCATION OF ALL UNDERGROUND
we ~ SERVICES FOR ALIGNMENT AND LEVEL PRIOR TO THE COMMENCEMENT OF

 

 

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CONSTRUCTION.
TOPSPAN TS40 AT 900mm CENTRES FIXEO WITH FASCIA PLATE: 22-450 6 ANY DISCREPANCIES BETWEEN THE INFORMATION SHOWN ON THE
2/No 16 TYPE 17 x SOmm TEKS OVER EACH SUPPORT. 7 DRAWINGS AND THOSE DETERMINED ON SITE SHALL BE REFERRED TO
R1-800 c THE ENGINEER BEFORE PROCEEOING WITH THE WORK..
Ee Lh . a
et rm a, a oa TIMBER NOTES
30x0.8mm GALVANISED 1 ALL WORKMANSHIP ANO HATERIALS SHALL BE IN ACCORDANCE WITH
STRAP BRACING. \ . ASI720 AND AS1604,
FASCIA PLATE: vB 2 ALL TIMBER FRAMING AND MINIMUM SIZES UNLESS NOTED OTHERWISE
ROOF FRAMING PLAN | | SHALL BE IN ACCORDANCE WITH AS1684,2 N3 CLASSIFICATION,
No, 14 TYPEI7. (SK HEAD . 2 ALL TIMBER STORED ON SITE SHALL BE PROTECTED FROM THE WEATHER
RAFTER, SoReM AT EACH eck RAFTERS RE 120435 (NGP12) JOIST HANGER AT EACH END AND STACKED CLEAR OF THE GROUND.
\ BEEK hove ara Rey xaten seer? GALVANISED BOLTS AT EACH SUPPORT 4 DURING CONSTRUCTION THE STRUCTURE, SHALL BE MAINTAINEO IN A
R25 DOUBLE SIDED So ° Kine. GROUND FLOOR DECK FRAMING PLAN STABLE CONDITION ANO NO PART SHALL BE OVERSTRESSED, THE
ANTICON INSULATION QECK JOISTS J2: 100R50 {F16) oF 120x35 {F17) JOIST HANGER AT EACH SUPPORT BUILDER SHALL PROVIDE TEMPORARY ‘BRACING ANO SUPPORT TO KEEP
i or 120x35 (F17) THE WORKS STABLE AND IN ALIGNMENT AT ALL TIHES UNTIL ALL
DECK BEARER B2: 150x50 (F14) ar 150x50 (F17) 2/HI2 GALVANISED BOLTS AT EACH SUPPORT DIM ACCORDANCE WITH THE
MEMBERS ARE INSTALLED ANO CONNECTED 1
DECK BEARER B3: 150x50 (F44) or 150x50 (F17) 2/M12 GALVANISED BOLTS AT EACH SUPPORT DETAILS PROVICED ON THE DESIGN GRAMINGS
t Is ERS OR EBGE JOISTS .
CC150x75x5,0 FIXED TO EXISTING ROOF BEAM WITH POLE PLATE PP: 150x50 (F14) FIXED TO TIMBER BEAR
= M2 GALVANISED BOLTS AT 800mm CENTRES. WITH M12 BOLTS AT 900 CENTRES. 5 ALL TIMBER SHALL BE PROTECTED FROM INSECT ANO/OR MOISTURE
ae PROP EXISTING BEAM AT MIDSPAN & DEFLECT UPWARDS ATTACK IM ACCOROANCE WITH THE REQUIREMENTS OF THE BUILOING
GY tOmm WHILE ATTACHING CCIS0 TO EXISTING BEAK, / CODE OF AUSTRALIA ARD AS36860,
i li | 6 ALL TIMBER EXPOSED TO WEATHER SHALL HAVE A OURABILITY
| | CLASS 1 OR 2 OR PRESERVATIVE TREATED TO H3 HAZARO LEVEL,
4.5mm FC LINING FIXED To '
7 WHERE PREFABRICATED ROOF TRUSSES ARE SPECIFIED ON THE DESIGN
BATTENS AS C80 COM | Laem a ee ed | DRAWINGS THEY SHALL BE DESIGHEO AND FABRICATED BY A SPECIALIST
| ! CONTRACTOR. TRUSSES ARE TO BE BRACED IN ACCORDANCE WITH THE
LA POLE PLATE \ MANUFACTURES INSTRUCTIONS.
|
15x38 {F14) BELOW JOIST DECK | g
BRACING FIXED AT EACH JOIST ! s
WITH 1783,15x70mm NAIL OR | TARGET FOUNDATION MATERIAL: DENSE SILTY SANO/ STIFF
BATTEN SCREW, ie | SANDY CLAY: SBV 100 kPa.
'
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a THIS FOOTING & SLAB SYSTEM HAS BEEN DESIGNED FOR;
i | CLASS P/M SITE
450 eo
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LEVEL 1 DECK FRAMING PLAN ENGINEER CERTIFICATION:
A
: J.T, COX CP Eng FIE Aust RPEQ No, 5880
DECK WISTS Jt: 200x50 (F14) or 200xS0 (F17} JOIST HANGER AT EACH EXD
DECK BEARER Bt 200x400 4F17) or 250x50 (F17) 2/H12 GALVANISED BOLTS AT EACH SUPPORT a >
POLE PLATE PP: 120x50 (F14) FIXED TO TIMBER WALL FRAME OR EDGE JOISTS a
WITH M10 BOLTS AT 900 CENTRES. 3600
(PEVEL 1 { Date: 12th JULY 2007
voveutentieeten i i 2/M12 GALVANISED BOLTS
yn 1 BORED PIER LAYOUT
bette et eeee ees - . Pi
BZ] wa EXISTING PLATFORM FLOOR To BULK PIER Pt; 500x500x1000 DEEP CONCRETE STRENGTH, F'c=32MPa DESIGN CRITERIA
POST Pt: 100x100 (FIG) 2/12 GALVARISED BOLTS & S0xS 3
EXISTING FLOOR JOISTS WITH 62.8mm GALVANISED FULL STIRRUP POST ~=BEARER CONNECTION WIND LOAD CLASSIFICATION: N
x 50mm NAILS AT 150mm CENTRES OVER ANCHOR-350mm EMBEOMENT
THREE JOISTS ADJACENT TO DOOR OPENING, . TO POST P1

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PROPOSED DECK FRAMING
£ COJA CONSULTING ENGINEERS PTY (TO AT 52 WOONGAR STEET-BOREEN POINT
CONSULTING STRUCTURAL ENGINEERS FOR NIGEL PILKINGTON.

JOIST HANGERS ARE TO BE CONRECTED TO 263 PRYOR ROAD \VERRIERDALE OLO 4562

RARS AT CACH SUPRORT oorremnoxtOan i TEL: (07) 5671 4385 FAX: (07) S474 1386 DECK FRAMING ARRANGEMENT & DETAILS. - —

SCALE: SHEET “DRAWING NUMBER: REVISION
: TYPICAL JOIST HANGER JT COX CP Eng FIE (Austl, NPER, RPEO . L57 | SIZE: . 0
REVISION DETAILS OATE RPEO Wo.SE80 15100 A3 06-1057