Operational Woks Application OPW18-0071, Plans 2 of 2 · OPW18/0071

 

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

r RAFTER/TRUSS

 

 

»_/i TOP PLATE

 

ahh fi

 

ee ee

LINTEL
WINDOW/DOOR OPENING

 

 

 

NOGGIN TO STUD FIXING BY 2/75 x

 

 

3.05mm NAILS SKEWED OR NAILED

 

 

 

 

 

 

 

BOTTOM PLATE

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

T FLoor

TIE DOWN NOTES:
lL

30x0.8 LOOPED STRAP EACH RAFTER/TRUSS WITH 4, 2.80 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
—, 1:25

   

90x35 F8 {1 BOLT) OR
1 20x35 F8 (2 BOLTS}
AS PER TABLE

 

 

 

SHEAR STRENGTH:

MIO BOLT _[M12BOLT _ [2/M10 BOLTS [2/M12 BOLTS
[34 [2.6kN 3.1kN 5.1kN 6.1KN
D4l4.3kN S.1KN 8.4kN 9.8kN

 

 

 

 

 

 

RAFTERS, CEILING JOISTS OR
TRUSSES TO BRACING WALL

BOLTS or NAILS AS PER TABLE -——-;
BELOW. BLOCKING TO BE i
EACH SIDE OF RAFTER/TRUSS
BOTTOM CHORD

   
   
   

BLOCKING PIECES
LARGE ENOUGH

 

 

 

 

TO AVOID
SPLITTING
x
GAP TO
TRUSS
I: BRACING WALL
SHEAR STRENGTH:
473.33 NAILS [M12 BOLT
(34 [2.8kN 3.1kN
[9D4[4.0kN S.1KN

 

 

 

RAFTERS, CEILING JOISTS OR
TRUSSES TO BRACING WALL

BRACING WALL

FRAMING ANCHORS {LEGS NOT BENT}
6/2.8 NAILS EACH FACE

PROVIDE CLEARANCE
WHERE ROOF IS TRUSSED

   
   

po TRUSS, RAFTER OR
' CEILING JOIST

SHEAR STRENGTH:
3.3kN
(JD4| [49kN |

RAFTERS, CEILING JOISTS OR
TRUSSES TO BRACING WALL

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

     
 

INTERNAL

BRACING WALL TOP PLATE

EXTERNAL WALL

SHEAR STRENGTH:

4.4kN
6.6kN

 

RAFTERS, CEILING JOISTS OR
TRUSSES TO BRACING WALL

 

 

bespG6ke
souat viteon building design

Principal Designer/Director

Urangen OLE 4658

    

THESE DRAWINGS AND DESIGN ARE ISSUE} DATE DRWN1CHKD

 

COMMENTS

 

   

COPYRIGHT AND WILL NOT BE USED.

OR REPRODUCED BY ANY MEANS, © F19/12/2017) RW | RW | PRELIMINARY PLANS:

 

  

 

 

PROJECT
PROPOSED RESIDENCE

DESIGN RECEIVED & ACCEPTED

DATE
TYPICAL TIEDOWN DETAILS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Warten CR PISION TRO PRIOR ‘A /H1/01/2018) RW | RW |GENERAL AMENDMENTS CUENT SALES PROJECT STATUS
BESPOKE BUILDING DESIGN 8 31/01/2018, AB | RW | CONSTRUCTION DRAWINGS CONSTRUCTION DRAWINGS
DO_NOT SCALE FROM THIS DRAWING _©_Hs?18)_ RY RY REANING WALL AODED CLIENT LOCATION SCALE SHEET SIZE | BCACLASS | ISSUE
ZEBES VeRIY ALL DIMENSIONS PRIOR TO MACINTOSH, Douglas LOT 37 ON SP254354 INDICATED AS la c
| AND REFER ANY DISCREPANCIES TO BREWERS ROAD DRAWING FiLE NUMBER | PAGE
BESPOKE BUILDING DESIGN COORAN, QLD BI71211 9