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Appendix B - Existing Approval Documents

of 28

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Concrete block

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

150 x 38 F14 HW/600 CRS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

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x 215 N RPOR 150 x 34 [F149 Na B00 ERs no
2 ;
a N8 Ne MU a 150 x 38 RaFters/600
RReoe ( Ok WIS A300 x 50 F8 Oregon
ARPORT ome
7 m ‘ x f
200 uB }) m2a $ ;
S 1+
x ¢ Oregon
* 1
175 x 73414
w : ~ Lh) \ . oe
jangin [= 2 ne eee ernenenernrne
175 x $0 F14 HW Continuous BE 2 L NOOSA SHIRE COUNCIL
ai liad PLAN AND SPECIFICATIONS, IF ANY, ARE
G AcdRUVED SUSSECT TO COMPLIANCE WITH FHE
a UIREMENTS OF THE BUILDING AGT 1975,
foe * TS EG Oregon 1 bk fal) i S WNDARD BUILDING BY-LAW 1975, COUNCIL'S
Y C7 TBY-LAWS AND ANY CONDITIONS SHOWN ON THE

 

Roof Bracing:

30 x 0.8mm Galvanised steel strap
fixed to each rafter. Loop around
and and fix to top Plates or beams
at each end.

ELLING UNITS

ate

laa aa wy

 

 

 

 

150 x 38 F14 HW Rafters/1200 CR

Indicates one M12 galvanised ms.
holding down bolt u.n.o extend

600 mm min. into bond beams,
reinforced concrete floor or footing.

Working | ‘ROOF. FRAMING _ 5
Drawings |. . f

TUTTI In int tna

§ O..411° 112-113-114 “115 116. 718: 18-2)

een ttyl jHeneerepene Hyena iiyinygaay
2

3

6

Jan 1985

AF rROVED PLANS AND BUILDING PERMIT.

NDER NO CIRCUMSTANCES MAY THE PLAN AND
SPECIFICATIONS BE DEPARTED FROM Wil HOUF ThE
WRITTEN APPROVAL OF THE SHIRE BUILDING

SURVEYOR. ;
sess CML BUILDING PERMIT No. EE

  

 

 

aS
P sHiRE BUILDING SURVEYOR DATED <2. 1.08119.

Learners sau arate sera oenenenmnnne 9

 

SIMON .
Suite 19 Tewantin Plaza am

[npn jonny APPLICA

 
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