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

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~~ 116 brace {1.-900x45 Hyne LVL ‘ a. ww
= rods A beam to. 1000H5 4
Ee _ x —_ posts SS ——— |
28 == provide nowder Coated 100 CHS
Se Provide powser coated alum slatted screen SSS +50 galv.
Kd = =~ alum slatted screen between posts columns
1° between posts , . step _$—
Rs cone. blockwall a Y16 brace| |
= ——— proposed Carport
Rear (East) Elevation Side (North) Elevation oszbni colatond | for Mr & Mrs Doyl
465 radius } ‘Ultra’ roof isht. at or Mr rs voyle
flat AC to roof sht. provide non-slip grooved 4.69 radius at Lot 15
« she 2 surface to driveway approved roof trusses Plover Street
100 CHS gs 5 2 | 1600 | 3150 | 2.000 45x65 Hyne 18C at 900crs. |
= = = | lam. beam 200x45 Hye LVL PEREGIAN BEACH
posts oD 2 s __ +150 wide galy grate beam to |
_—_—_] = 3 2 _ ~\ to stormwater drain 100 CHS gol :
-_- f S columns
Lo 8 slope 1:8 Ae " — " 190 blockwork reinf. amendments
” slope reinf. conc. slab & footing, to Eng’s ‘eis
. details to Eng.s drawings Pee, |
Side (South) Elevatiori i ’Kordon’ termite protection to |
. ’ all slabs & slab penetrations
mee - on compacted. sand. fill
5 400 .
5d 50 Section A -— A ADRIAN POOLEY
provide powdercoated F260 6 = 0 and
alum slatted screen
between post on nth \ | AMBSOQGATLES.
& east sides dp rOe4S H a : Bracing for Direction A
Y16 brace oe yne LVL ee brace " Resistance in HORIZONTAL directi on ew Rd
Ss rods 100 CHS galv. 5 Code | Type Length} Value |} Total AGH. 010 700 259
= exst | colurnns 2 Mi [etecl rods [26 | 15 (| 15 building Jesiqaecs
a ramp ‘Double Carport 3 g 3 A2 | steel rods 2.6 15 | 30 alex seaside resort
2 2 3s 7 2 Resistance required: 11-2 cnr alexandra parade & mari street
vem a” bald wo Resistance provided: 30 |
+ 245x65 Hyne 18C alexandra headland tFs44a 2173
S| 8 a g fam. beam to design FAX
N 3 1 . .
“ ° 3B in Hs ga Bracing for Direction B odtian pocley 07-54438320
a a ' Resistance In VERTICAL direction drawn h scale
=n 150 wide galv grate e . Code | Type Length] Value ] Total anpemep ;
——| soundry to stormwater drain Bracing Plan Bi [ateel rods [3.4 | 15 [15 date drawing
50 50 B ; Resistance required: 15.4 28/03/09
y 5 300 { . Resistance provided: 15 |
A N Y16 brace rods welded to steel posts - 15kn
5 400
. A B Building Design
(restrictions — nil)
Carport Floor Plan | building designers Licence No — 64684
Working drawing scale 1 : 100 jameson re Lic. under QBSA Act 1991.
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