Villa 1 Existing - Level 3 · 51995.1490.06

 

 

 

 

 

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.

 

 

 

 

 

 

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

approved subject to compliance

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: : Simean TS < WEN MWe BOTTOMPLATE —_35x70 F5
. : @ ANcHOR Rong TOP PLATE 35x70 F5
aT STUDS 70x35 [email protected] 35x70 F5 @ 1350crs, eZ
SECTION (46) eb ibeh /
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at SAUNDERS & PARTNERS PTY. LTD. SCALE 6
290 PR —ae 2 [mca @oUTS DRAWN SHEET OF
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3 CONSULTING ENGINEERS. STRUCTURAL & CIVIL.
ION a 6/29 McDOUGALL STREET, MILTON, Q. 4064 JOB No. DRG. No. AMMT.
TELEPHONE (07) 3367 0211 FAX (07) 3367 0205 , ( CHECKED APP. y
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154€

  
     
   
    
  
   
  
    
 
   
   
  
 
 
   
   
 
   
  
    
 
  

 

 

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