07/1993 - Op Works - landscaping, carparking, access, frontage works, stormwater, erosion & sediment control [As Published] · 142007.1993

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

REFER ENGINEER'S = : S SA S
DETAILS se RC BLOCK PARTITION WALL =‘, Ss S Ss
fT REFER ENGINEER'S fF
DETAILS
| FRAMING PLAN - TYPICAL ROOF
| SCALE 1:100
NOTE: UNIT 2 MIRRORED
REFER
ENGINEER'S: RC BLOCK WALL TO ENGINEERS
DETAILS —- DESIGN AND DETAIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a
REFER ENGINEER'S ~~),

DETAILS ed RC BLOCK PARTITION WALL

TRIMMER

FRAMING PLAN - TYPICAL FLOOR

| SCALE 1:100
NOTE: UNIT 2 MIRRORED

 

 
  
   
 
 
  

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

PBD LINING TO BLOCK WALL

   
   
     
 

CARPET FLOOR AS
PER BUILDER'S
CONTRACT

P41 PI
anced

 

 

   
 

  
  

 

Is | / LOWER FLOOR
mts “el FB TN | one
Bt. : TS
ena 7! | | - : 7 | | | Yqnove,” é Quem
Pi gee Pls tidy sl |. xi \\/ z| FLOOR BEARER +
- . “ cone 3S
- | | | . | | UNIT 1 1: | : | | li ze /\ E F14 HWD POLE PLATE FIXED TO
— _ Fe = __ st | Nes \ $ RC BLOCK RETAINING
__@  : =T Fo) — -2 t 2b @ w WALL TO ENGINEERS DETAIL
Pip OM Pl | { { | | | yon os uc mo \ 5|
-—3I 5. . to Is . \

  
     

   

   

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L-

f
REFER ENGINEER'S ———},

$ SAAS SANSA ANANS ROGGE
DETAIL! “e@- RC BLOCK PARTITION WALL
BES
RRR

FRAMING PLAN - TYPICAL SUB FLOOR

DETAIL SECTION

 

Rimboard

Fiooring to be continuous over top edge of
Rimboard and under bottom walt plate. Use
a continuous glue-line strip along the top of
the rimboard prior to fixing the flooring. Nail
Rimboard to end of joists using 1/76%x3.15 nait
to each top and bottom flange.

17mm F11 Pty Rimboard for
full depth of Hyne--Beams.

 
  
   
 
 
 

Bottom edge of rimboard to be
skew nailed to lower wall plate or
bearer at 200mm centres. Use
75x3.15mm nails.

HYNE-1-BEAM
Joists

For correctly supported rimboard, with fixings as
detailed above, the bottom wall plate of the upper
storey frame may be sized as fully supported.

TYPICAL RIMBOARD DETAIL

N.T.S.
REFER DESIGN-IN-HYNE DETAILS

 

STRUCTURAL DESIGN BASED UPON
NON-CYCLONIC N3 FOR WIND SPEEDS TO 41 ms.

FOR FURTHER STRUCTURAL & FOOTING DETAILS
REFER STRUCTURAL ENGINEERS REPORT.
WHERE NO LINTEL SPECIFIED OVER OPENING
MINIMUM 90 x 35 F17 APPLIES.

WHERE GIRDER TRUSSES OR OTHER
POINT LOADS ARE TO 6E SUPPORTED
OVER LINTELS & VERANDAH PLATES
SIZES ARE TO BE CONFIRMED BY A
STRUCTURAL ENGINEER PRIORTO
CONSTRUCTION & PLANS AMENDED
ACCORDINGLY

 

SELECT CR FINISH TO BLOCK WALL

OPC TO MANUF. SPECIFICATIONS.

TERRACE SLAB @ RL 20.89

RC SLAB AND BLOCK RETAINING
WALL TO ENGINEERS DESIGN
AND DETAIL

AG. DRAINAGE PIPE. MIN.
100mm COVER OF 206mm
AGGREGATE. BACKFILL WITH
RUBBLE

RC FOOTING TO ENGINEERS
DESIGN AND DETAIL

 

SCALE 1:100
NOTE: UNIT 2 MIRRORED

 

SCALE 1:20

  
 

~ Southern Cross
Design & Drafting

Commercial * Industrial * residenti

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

 

 
  
  
    

POST FOOTING DETAILS

 

FRAMING SCHEDULE LEGEND

BT1 £14 HWD ROOF BATTENS @ 900CRS P2 75x 75mm SHS
CB1 F14 HWD CARPORT BEAM OR SIMILAR PP1 F14 HWD POLE PLATE
CB2 F14HWD CARPORT BEAM OR SIMILAR R1  F14 HWD TIMBER RAFTER @ 900CRS

DJ1 F14 HWD DECK JOISTS @ 450CRS OR SIMILAR

FB1 FLOOR BEARER TO R2 TIMBER RAFTERS @ 900CRS
ENGINEER'S DETAIL TO ENGINEER'S DETAIL

FJ1 HYNE I-BEAM FLOOR JOISTS R314 HWD TIMBER RAFTER @ 900CRS
@ 450CRS R4 HYNEI-BEAM RAFTERS @ 900CRS

L1F17 KD HWO TIMBER LINTEL RB1 F14 HWD ROOF BEAM OR SIMILAR

L2  BESSER LINTEL BLOCK RB2 TIMBER ROOF BEAM TO

P1 = 100 x 100 F14 HWD ENGINEER'S DETAIL

VB1 F14 HWD VERANDAH BEAM OR SIMILAR

REFER TO STRUCTURAL ENGINEERS DWGS & SPEC
FOR FURTHER STRUCTURAL DETAIL

STUDS AT SIDES OF OPENINGS

 

2400 HIGH CEILING
WIDTH OF No, OF STUDS
OPENING EACH SIDE
900 1
1200 2
1500 2
4800 2
2100 2
2400 3
2700 3
3000 3
3600 3
48000 4
TIMBER SCHEDULE
TOP PLATES EXTERNAL — 1/35x70 + 1/45x70 MGP12
INTERNAL 35x70 MGP10
STUDS EXTERNAL & 70x35 MGP12 @ 450 CRS
INTERNAL
BOTTOM PLATE 35x70 MGP12 - ONLY IF SOLID BLOCKED BELOW
OTHERWISE 45x70 MGP12
TERMITE PROTECTION

AS PER AUSTRALIAN STANDARDS AS3660. 1/2000

NOTE:
FOR BRACING, TIE-DOWN AND
FURTHER TIMBER SCHEDULE

DETAILS REFER STRUCTURAL
ENGINEER'S SPECIFICATION
AND DESIGN

 

  
   
  

400x100mm HWD POST 7§ x 75 SHS POST
TOP OF FOOTING SLOPED
AWAY FROM POST

GROUND

HOT DIP GALVANISED

STIRRUP CONCRETE PAD
FOOTING

‘MIN 20MPa MASS:

CONCRETE FOOTING.

TERMITE PROTECTION

AS PER AS 3660

 

SCALE 1:20

For further detail & information refer engineers spec

Notes:

These drawings have baen prepared for Building Permit application only. itis the Builders‘owners responsibility
to further interpret the design and drawings to detail the project for construction

building designers’

queensiand Inc.
Member

Builder shall 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.
Amend satout if necessary to comply with council by-laws and setback distances. STREET:
During construction the building shall be maintained in a stable condition and no part shall be overstressed.

AMENDMENTS

19.09.07 Raise Unit 200mm.

Changed truss roof to rafter
and purlins with raked ceiling.
Changed wall and lintels
between Bed 2 & Terrace from
timber frame to RC block.
Amend framing and

timber schedule.

ite: FRAMING PLAN/DETS.

PROJECT INFORMATION
Drawn: JL

PROJECT TYPE: RESIDENTIAL Signed:
CLIENT:

LOT NUMBER: Date: 19/9/07
Scale: As Shown A1_| 6 of 8

 

(SUBURB: | BURB: Noosa Heads