09/1474 - Preliminary Building Works [As Published] · 172009.1474

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 
    

             

       
 

 

 

 

 

 
       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

  

 

 

 

     

 

 

 

 

~~ -- 716 brace | 200%45 Hyne LVL Zo
— FX toss Tl] beam to 100CHS q
. ——* — posts =
; 8 == provide nowder Coated 100 CHS
, 2) 2 provide powder coated alum slatted screen galv.
. ae => = ram slotted screen between posts i columns
= etween posts = ep
Siz conc. blockwall ae Y16 brace |
= — proposed Carport
Rear (East) Elevation Side (North) Elevation o42bmt codtord | toe Mr & Mrs Dov!
4.65. radi ‘Ultra’ roof sht. at or Wr rs Uoyle
.65 radius . . i
flat ACs to roof sht. provide non-slip grooved 4.85, rads | at Lot 15
2 surface to! drivewa approved roof trusses
4 sht ——> yg 900crs Plover Street
s s @ 1 1600 | 3 150 { 42 000 45x65 Hyne 18C at Crs.
100 CHS = = = i lam. bear 200x485 Hyne LVL PEREGIAN BEACH
posts 2 5 L150 wide galv grat eam to
‘o 2 & > qrate
O _—_ z z 5 8 } to stormwater drain 100 CHS galv.
ee, a = slope 1:4 . columns — |
| 3 slope 1:8 . — 190 blockwerk reinf. amendments Ne
9 { slope rein conc. slab & footing. to Eng’s dejals
* j details to Eng.s drawings = Gee
Side (South) Elevation Kordon’ termite protection to |
all slabs & slab penetrations
A on compacted sand fill
5 400 Jo Te _ ee pee ge eee ee
; ; | > Section A— A ADRIAN PECIEY -
provide powdercoated k 2 650 § 2 650 : aa d
alum slatted screen ———
between post on nth 4 aN | Al A2 ANSSOICIAMESE
& east sides P , ae Bracing for Direction A |
Y16. brace "ee brace Resletance In HORIZONTAL direction Pky kd
rods > ACK. O10 700 259
° 100 CHS ga. WS Code | Type Length] Value | Total
= exst _| columns g BI Al |steel rods [2.6 | 15 15 building desigaear
oO s ” ramp Double Carport 3B g 3 A2 |steel rods 2.6 15 30 alex seaside resort
® o 3 7 2 eo aaa at cnr alexandra parade & mari street
“Prk : —e—_—=—eveorerrmrr— alexandra headland tel.
al co a 245x65 Hyne 18C ' 07-5443 2173
i S S a oB im oe ic { design fi FAX
NON a 3 columns ga. i Bracing for Direction B ( oan paolsy  Q7-54438920
1 = (ee 3 : Resistance In VERTICAL direction drawn , scale
3 150 wide galy grate ° Code | Type Length] Value | Total anpimep :
== SOOTY to stormwater drain Bracing Flan BI |steel rode [3.4 | 15 | 15 date drawing
50 Resistance required: 15.4 28/09/09
' r 5 300 ye B : Resistance provided: 15 9/2087/2a-3
‘ | A Al Y16 brace rods welded to steel posts - 15kn |
5 400 i
B ' ase Design
. restrictions ~ nil
Carport Floor Plan I 1 ] baling. {esigners Licence No — 64684
Working drawing scale 1: 100 . i omen ine. J Lic. under QBSA Act 1991.
i ife_member

 

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