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20080490 - Decision Notice [As Published] · 112008.490

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LINTEL 2/140 x 45 (F17)

JAMB STUDS 2/80 X 35 (MGP 10)

 

1500 ply - 9.6 kN 800 ply - 5.6 kN

m-

           

2400
$e

200 ply - 5.6 kN

DIRECTION A —_—__>
ADD'L BRACING REQUIRED N/A
ADD'L BRACING PROVIDED > 5.6 kN
| DIRECTION B.

ADD'L BRACING REQUIRED N/A
y ADD'L BRACING PROVIDED > 5.6 kN

900 ply - 5.G kN

   

EXISTING
UTILITY ROOM

 
    

200 ply - 5.G kN

900 ply - 3.6 kN

LOFT FLOOR PLAN

LOWER FLOOR FLAN

DIRECTION A —_>
ADD'L BRACING REQUIRED > 11.5 kN
ADD'L BRACING PROVIDED > 15.2 kN

| DIRECTION B.

 

s INDICATES 12 mm DIA TIE-DOWN AND BRACING WALL BOLTS

 

ADD'L BRACING REQUIRED N/A

ADDL BRACING PROVIDED > 1.2 kN XEXXKX INDICATES BRACING WALL PANELS.
STRUCTURAL PLY BRACING WALLS
TO BE CONSTRUCTED TO PROVIDE
6.4 kNim RESISTANCE (WITH END RODS)
NAILED AT 150 CRS TO TOP & BOTTOM PLATE
AND AT VERTICAL EDGES AND HORIZONTAL JOINTS.
AS PER A S 1684.2 - 1999

PLAN-TIE DOWN & BRACING WALLS.

 

 

 

 

 

 

 

 

 

 

 

BRIAN HILDEBRAND DRAFTING | PROPOSED EXTENSIONS FOR Son et erty ah imersions do nt sate amy de Eratons
184 GUMBOIL ROAD la _
D JONES & D CLELLAND
TINBEERWAH A neece date 18 FEB 2008
phone/fax 07 5447 7784 AT No 575 BLACK MOUNTAIN ROAD |= = 08 = oe —_o
QBSANo78055_| BLACK MOAUNTAIN OA en zen ls 100

 

 

 

 

 

 

 

 

 

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