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Villa 1 Existing - Level 3 · 51995.1490.06

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RE 68.54

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

‘Samm mm St
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GABRIEL POOLE

Gabriel Poole ARAIA - Architect CONFIDENTAIL (c)
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CuENT . THE FOUNDATION. GROUP. PIL... ee
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PROVIOE BLOCKING . (‘SCALE parE. MAY "9S
ARTNERS PTY. LTD
MIDSPAN - SUNSHINE BEACH
AGN. 065 711 248 96 - 0625 sos.
CONSULTING ENGINEERS. STRUCTURAL & CIVIL
m 6/29 McDOUGALL STREET, MILTON, 0. 4064 JOB No DRG. No ANMT.
EEL TELEPHONE (07) 3367 0211 FAX (07) 3967 0206 LEVEL 2 FLOOR FRAMING (CHECKED a)
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Trusses JCQSD manners | l | LTRUsses@ [I>>aubn CRS . l
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- NOTE| TIE DOWN To RacteZ4UMGER FLSOR FRAMUG
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SCL STEEL CRUMN 754754 SHS,

SHIRE OF NOOSA

Principal Building Surveyor

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Shire of Noosa
(s : MAY "95 —)

SAUNDERS & PARTNERS PTY. LTD. SCALE [ISO DATE

PARK EDGE ROAD. DRAWN Mgt SHEET OF

SUNSHINE BEACH ,

A.C.N. 065 711 248 95- 0625 SO7
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EAST ELEVATION VILLA 2 GARAGE. WesT ELEVATION VILLA \_GARAG .
(SCALE DATE, MAQ*™95
SAUNDERS & PARTNERS PTY. LTD. PARK EDGE TEACH DRAWN MJH SHEET OF
SUN SHINE .
C.N. 065711 248 - Os
<p Gorsemnsevancers srmcutscmt.| | PLAN & ELEVATIONS oat 025. | SOF | er
L Di] TELEPHONE (07) 3367 0211 FAX (07) 3367 0205 \ CHECKED APP. _)
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TOP & BTM PLATES TO STUDS

 

TIE-DOWN SCHEDULE __WSON

ROOFING TO BATTENS Refer manufacturers specifications.
BATTENS TO TRUSSES 1/90mm N° 14 Type 17 screw.
TRUSSES TO TOP PLATE 2/Framing anchor each end.

Framing anchors to have 4/2.8mm dia. nails each leg.

30x0.8mm Gi [email protected] strap to have 4/2.8mm dia. nails each end.

OR
TOP PLATE TO FLOOR M12 anchor [email protected] PLATES TO FLOOR M12 galv. bolts at each end of bracing walls, at corners, at ends of walls
(LOADBEARING) and [email protected] PLATES TO FLOOR Refer Cl. 2.5 of the TRADAC WS0 Timber Framing Manual.
(INT. NON-LOADBEARING)
ENDS OF LINTELS M12 anchor rods each end of opening.
JOISTS TO BEARERS 1/Framing anchor each end.

Framing anchor to have 4/2.8mm dia. nails each leg.

 

 

 

 

 

 

Doorce
Sroos,

 

6
FRAMING SCHEDULE os
TRUSSES : Engineer designed at 900crs. <
ROOF BATTENS 38x75 HWD @ 900cts<F74) , ae
LEVEL 1 bey
2400 HIGH LOADBEARING WALLS GS
BOTTOM PLATE 35x90 F5(To be continuously supported on floor joists or solid blocking)
TOP PLATE 2/35x90 F5
STUDS 90x35 [email protected] 35x90 F5 @ 1350crs.(Max.)

LEVEL 2 - GARAGE(VILLA 2)
2700 HIGH LOADBEARING WALLS

     
  

BOTTOM PLATE 35x90 F5(To be continuously supported on floor joists or solid blocking)

TOP PLATE 2/35x90 FS

STUDS 90x35 [email protected] 35x90 F5 @ 1350crs.(Max.)

LEVEL 2 - MAIN AREA

UP TO 2700 HIGH WALLS UP TO 3300 HIGH WALLS

BOTTOM PLATE 2/35x90 FS BOTTOM PLATE 2/35x120 F5

TOP PLATE 2/35x90 FS TOP PLATE 2/35x120 F5

STUDS 90x35 F5 @ 450crs. STUDS 120x35 [email protected] 35x90 F5 @ 1350crs.(Max.) NOGGING 35x120 F5 @ 1350crs.(Max.)
LEVEL 3

2400 HIGH LOADBEARING WALLS

BOTTOM PLATE 2/35x90 FS

TOP PLATE 2/35x90 F5

STUDS 90x35 F5 @ 450crs. SHIRE OF NOOSA

NOGGING 35x90 F5 @ 1350crs.(Maxdnian ar

with the rec i +
ame endm: ,

 

INTERNAL NON-LOADBEARING WALLS
(MAX. HEIGHT - 3000)

approved subject to compliance

<onditions

  

 

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SECTION (46) eb ibeh /
| < oS [FF Principal Buicing Sui Zs , L _ Ge
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3 CONSULTING ENGINEERS. STRUCTURAL & CIVIL.
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TELEPHONE (07) 3367 0211 FAX (07) 3367 0205 , ( CHECKED APP. y
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