G.J - Final Plans

 

1/75mm x 3.75 GROOVED NAIL DESIGN
STRENGTH 0.85Kn, REQ. STRENGTH 0.75Kn

RAFTER/TRUSS
t

A A TOP PLATE A A AM

LINTEL
WINDOW/DOOR OPENING

 

 

 

 

 

 

NOGGIN TO STUD FIXING BY 2/75 x
T 3.05mm NAILS SKEWED OR NAILED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BOTTOM PLATE A
T Floor T

TIE DOWN NOTES:
]

- 30x0.8 LOOPED STRAP EACH RAFTER/TRUSS WITH 4, 2.8@ NAILS EACH END
DESIGN STRENGTH - 13kN, REQUIRED STRENGTH 8.9kN
(2 LOOPED STRENGTH TO GIRDER TRUSS AND TRUNCATED GIRDER TRUSS)

 

 

2, 30x0.8 LOOPED STRAP @900CTRS (MAX) FROM LINTEL WITH 4 NAILS EACH END
DESIGN STRENGTH - 12kN, REQUIRED STRENGTH 6.2kN

3. M12 ANCHOR RODS @1800CTRS (MAX) WITHIN 100mm OF CORNERS AND
OPENINGS
DESIGN STRENGTH - 20KN, REQUIRED STRENGTH 12.0kN

4, UNDER WINDOW, NOMINAL FIXINGS 1/75mm MASONRY NAIL, SCREW OR BOLT @
1200CTRS {MAX)

5. ROOF LOAD WIDTH AND UPLIFT LOAD WIDTH ARE DESCRIBED IN CLAUSE 2.6.4 &
9.6.2 OF AS 1684.2

6. LINTELS SUPPORTING GIRDER AND TRUNCATED TRUSSES TO BE SIZED BY BUILDER

TYPICAL TIE DOWN DETAILS

 

}}— PLATE TO STUD FIXING (PLATE TO 38mm) BY 2/75x3.05mm NAILS
THROUGH PLATE (PLATE 38 TO 50mm) BY 2/90x3.05mm NAILS THROUGH
PLATEOR 2/75x3.05mm NAILS SKEWED THROUGH STUD INTO PLATE

90x35 F8 (1 BOLT) OR -
120x35 F8 (2 BOLTS)
AS PER TABLE

 
   
 
  

6/2.8 NAILS EACH FACE

PROVIDE CLEARANCE

BRACING WALL

 

 

 

SHEAR STRENGTH:

M10 BOLT [M12 BOLT __]2/M10 BOLTS ]2/M12 BOLTS.
[74 }2.6kN 3.1kN 5.1KN 6.1kN
Up4]4.3kN S.1KN B.4kN 9.8kN

 

 

 

 

 

 

RAFTERS, CEILING JOISTS OR
TRUSSES TO BRACING WALL

BOLTS or NAILS AS PER TABLE
BELOW. BLOCKING TO BE
EACH SIDE OF RAFTER/TRUSS

BOT

BLO

LARGE ENOUGH
TO AVOID
SPLITTING

SHEAR STRENGTH:

  
 
 
 
  
  
   

TOM CHORD

CKING PIECES

INTERNAL -

TRUSS
BRACING WALL

 

4/3.33 NAILS [M12 BOLT

 

fa

2.8kN 3.1KN

 

 

pa

S.1KN

 

 

4.0kN

 

RAFTERS, CEILING JOISTS OR

TRU

SSES TO BRACING WALL

WHERE ROOF IS TRUSSED

 

BRACING WALL

EXTERNAL WALL

-—— FRAMING ANCHORS (LEGS NOT BENT)

TRUSS, RAFTER OR
CEILING JOIST

SHEAR STRENGTH:
J
Lp4}4.9kN

 
 

RAFTERS, CEILING JOISTS OR
TRUSSES TO BRACING WALL

    
 

 

TOP PLATE

SHEAR STRENGTH:

 

RAFTERS, CEILING JOISTS OR
TRUSSES TO BRACING WALL

2/30x0.8mm G.I. STRAPS
WITH 4/2.8 NAILS EACH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1:25
THESE DRAWINGS AND DESIGN ARE ISSUE | DATE [ORWH|CHED| COMMENTS DATE
PROJECT JOB SPECIFICATION BY BUILDER TAKES
Dk REEROBUCER AIRE ARO + [izmovzoie] aK | ew |Peenmaer Plans PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS TYPICAL TIEDOWN DETAILS
———— WHOLLY OR PARTLY WITHOUT PRIOR A | 22/10/2018) AK | RW | RELOCATED, WIDTH REDUCED, EAVES ADDED CLIENT SALES CHRIS MeNEIL PROJECT STATUS
GJ. Gardner, tones WaT reese 63a) ax | [GEL NOMEN CUSTOM fo . CONSTRUCTION DRAWINGS
. C | L2/ 1/2018) AK | RW | GENERAL AMENDMENTS
HEET ss | WIND | ISSUE
Sunshine Coast North DO_NOT SCALE FROM THIS DRAWING] p fisyiii20ie) ax | aw [oRart ConstaUCTON pRAWWGs CLIENT Lo€ATION ne | ca 7
2/171 Noosa Eumundi Rd PH: 07 54 702324 VERIFY ALL DIMENSIONS PRIOR TO & | 17/01/2019] AK | RW | AMENDED CONSIRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318
Noosaville , Qld. COMMENCEMENT OF ANY SITE WORKS 10 OPAL LANE DRAWING FILE NUMBER | PAGE
AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN COOROY, QLD GJGSCN190173 9