07/1992 - Op Works - Landscaping, carparking, access forntage works, stormwater & erosion & sediment control [As Published] · 142007.1992

 

 

 

 

 

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REFER ENGINEER'S
DETAILS Me

 

RC BLOCK PARTITION WALL ai

REFER ENGINEER'S

 

DETAILS
FRAMING PLAN - TYPICAL ROOF
SCALE 1:100
NOTE: UNIT 2 MIRRORED
REFER
ENGINEER'S RC BLOCK WALL TO ENGINEERS
— DESIGN AND DETAIL

DETAILS ——-— |

 

    

 

 

 

 

 

 

 

     
 

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REFER ENGINEER'S —x
DETAILS “=

FRAMING PLAN - TYPICAL FLOOR

 

SCALE 1:100
NOTE: UNIT 2 MIRRORED

 
  
   
 
  

RIMBOARD TO ENDS OF
CANTILEVERED FLOOR JOISTS.
REFER ENGINEER'S DETAILS.

P®D LINING TO BLOCK WALL

  
 
 

 

CARPET FLOOR AS
PER BUILDER'S
| CONTRACT
/ LOWER FLOOR
/ | @Ri 20.94
\TERRACE/ HYNE I-BEAM FLOOR

JOISTS @ 450crs

   
  
 

 
   

RC BLOCK
RETAINING WALL
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FRAMING SCHEDULE LEGEND

 
 
 
   
 

BT1 F14HWD ROOF BATTENS @ 900CRS P2 75x 75mm SHS
CB1 F14 HWD CARPORT BEAM OR SIMILAR PP1 F14 HWD POLE PLATE
DJ1 F14 HWOD DECK JOISTS @ 450CRS R1  F14 HWD TIMBER RAFTER @ 900CRS
FB1 FLOOR BEARER TO OR SIMILAR
Rimboard ENGINEER'S DETAIL R2 TIMBER RAFTERS @ 900CRS
ear FJ1 HYNE i-BEAM FLOOR JOISTS TO ENGINEER'S DETAIL
450CRS R3 _F14 HWD TIMBER RAFTER @ 900CRS
Flooring to be continuous over top edge of Lt F17 KD HWO TIMBER LINTEL R4  HYNE |-BEAM RAFTERS @ 900CRS
Rimooard and juncior otiom wal Coon se L2  BESSER LINTEL BLOCK RB1 F14 HWD ROOF BEAM OR SIMILAR
the rimboard orion to fixing the eoring Nail P41 100 x 100 F14 HWD RB2 CAMBER ROOF BEAM TO

foeach pand bettas ee VB1_ F14 HWD VERANDAH BEAM OR SIMILAR

17mm F11 Ply Rimboard for
full depth of Hyne-l-Beams. REFER TO STRUCTURAL ENGINEERS DWGS & SPEC

FOR FURTHER STRUCTURAL DETAIL

Bottom edge of rimboard to be
skew nailed to lower wali plate or
HYNE-1-BEAM bearer at 200mm centres. Use
Joists 75x3.15mm nails.

STUDS AT SIDES OF OPENINGS
2400 HIGH CEILING
Fog comer supported inboard wih ings RACH SIDE.

WIDTH OF

storey frame may be sized as fulty supported. OPENING

 

 

900 1
1200 2
TYPICAL RIMBOARD DETAIL tenn ;
1800 2
N.T.S. 2100 2
REFER DESIGN-IN-HYNE DETAILS 2400 3
2700 3
3000 3
3600 3
48000 4
TIMBER SCHEDULE
N OT E Ss TOP PLATES EXTERNAL 1/35x70 + 1/45x70 MGP12
INTERNAL 35x70 MGP10
STRUCTURAL DESIGN BASED UPON STUDS EXTERNAL & 70x35 MGP12 @ 450 CRS
NON-CYCLONIC N3 FOR WIND SPEEDS TO 41 mis. INTERNAL
FOR FURTHER STRUCTURAL & FOOTING DETAILS BOTTOM PLATE 35x70 MGP12 - ONLY IF SOLID BLOCKED BELOW
REFER STRUCTURAL ENGINEERS REPORT. OTHERWISE 45x70 MGP12
WHERE NO LINTEL SPECIFIED OVER OPENING
MINIMUM 90 x 35 F17 APPLIES.
WHERE GIRDER TRUSSES OR OTHER
POINT LOADS ARE TO BE SUPPORTED TERMITE PROTECTION.

AS PER AUSTRALIAN STANDARDS AS3660. 1/2000

OVER LINTELS & VERANDAH PLATES
SIZES ARE TO BE CONFIRMED BY A
STRUCTURAL ENGINEER PRIORTO
CONSTRUCTION & PLANS AMENDED
ACCORDINGLY

NOTE:

FOR BRACING, TIE-DOWN AND
FURTHER TIMBER SCHEDULE

 

DETAILS REFER STRUCTURAL
ENGINEER'S SPECIFICATION
AND DESIGN

 

SELECT CR FINISH TO BLOCK WALL

 
    

 
    
 
      
   

100x100mm HWD POST 75x 75 SHS POST

TOP OF FOOTING SLOPED
AWAY FROM POST

TERRACE SLAB @ RL 20.89 ‘ OUND

OPC TO MANUF. SPECIFICATIONS

   

GROUND
a" X
HOT DIP GALVANISED
STIRRUP CONCRETE PAD

RC SLAB AND BLOCK RETAINING FOOTING

MIN 20MPa MASS

 

 

 

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5 - i | F144 HWD POLE PLATE FIXED TO mo DESIGN CONCRETE FOOTING.
_ : = eo) \ j WALL TO ENGINEERS DETAIL AG. DRAINAGE PIPE. MIN. K AS PER AS 3660
pie oe He | I | jexamussie \ necREENTE BCR WT A ss
“Tc dy ‘\ nesogTis suoneers SSIKIS
REFER ENGINEER'S —ix& : ey I 7 4 OY,
DETAILS RG BLOCK PARTITION WALL y SS SIS TYPE P1
FRAMING PLAN - TYPICAL SUB FLOOR DETAIL SECTION POST FOOTING DETAILS
SCALE 1:100 SCALE 1:20 SCALE 1:20
. . . AMENDMENTS
NOTE: UNIT 2 MIRRORED For further detail & information refer engineers spec 19.09.07 Raise Unit 200mm.

Southern Cross
Design & Drafting

Commercial * Industrial * residenti

Suite/4 80 Sixth Ave Maroochydore
Ph: 5479 5313 Fax: 5479 5314
QBSA Lic 1110414

 

 

 

 

Changed truss roof to rafter

and purlins with raked ceiling.

Changed wall and lintels
tween Bed 2 & Terrace from

timber frame to RC block.

Amend framing and

timber schedule.

SL
PROJECT TYPE: Signod:
igned:
[ CuENT: | | Matthew & Joanne Exiey | & Joanne Exley

These drawings have been prepared for Building Permit application Only. It is the Builders/owners responsibility
to further interpret the design and drawings to detail the project for construction.

Builder shail verify all locations of services, dimensions and levels prior to construction

Setout dimensions on site shall be confirmed by builder before commencement of construction and ordering. LOT NUMBER: 10 Date: 19/9/07

Amend setout if necessary to comply with council by-laws and setback distances. STREET: Grant St Scale: As Shown A1 | 6of8

During construction the building shall be maintained in a stable condition and no part shall be overstressed. ‘SUBURB:

 

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