20080490 - Decision Notice [As Published] · 112008.490

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

LINTEL 90 X 45 (F17) |
JAMB STUDS 2/90 X 35 (MGP 10) \ =.
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| \ 2 7 | T 2100 2100 8
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| BSUS TR TT TT TTT TTT = | 4 g »
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\ 265 X 65 HYNEBEAM 17C ig i 265 X 65 HYNEBEAM 17C B 6: ie
“= { LAMINATED ROOF BEAM | LAMINATED ROOF BEAM go! ws
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Ka ace DECK | honor ( ee (ie Dour 8 i
| | fvoc7s | DIRECTIONA = <>
| CROCS BRACING | i ADD'L BRACING REQUIRED > 5 kN
eee ee af ee ee SS ADD'L BRACING PROVIDED > 16.6 kN
¥ . i - :
| CROSS BRACING SE ep RY n DIRECTION B.
| BETWEEN POST: | \ Al | ADD'L BRACING REQUIRED N/A
| | | ADD'L BRACING PROVIDED > 11.2 kN
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| | | ; PN | %
CARPORT |p Ms =
\ | | Z i | > 9
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| | 8 x1 £8
| | | | ig =
| |
| | | ° == ; neon! x8
OO - 5.6 KN
~___— Be ws _ T =< wee Pe 200 Ply Oe EN He
CROSS BRACING ‘ \ 2<
BETWEEN POSTS p o a 0 a a4
j
< INDICATES 12 mm DIA TIE-DOWN AND BRACING WALL BOLTS MAIN FLOOR PLAN
XX8XKX INDICATES BRACING WALL PANELS.
See he reucteD wo pone? PLAN-TIE DOWN & BRACING WALLS.
6.4 kN/m 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
BRIAN HILDEBRAND DRAFTING | PROPOSED EXTENSIONS FOR wcbcoeconenengnet de nt scale are donensons
184 GUMBOIL ROAD
TINBEERWAH D JONES & D CLELLAND Ze - a)
LM be As date IBFEBZ008
phone/fax O7 5447 7784 AT No 575 BLACK MOUNTAIN ROAD DRAWING No 20708 - 22
'o -
QBSANo 78055 BLACK MOUNTAIN sheet & of 11 scale1=100