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Application Receival Checklist, Forms and Plans
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawnEXTENSION TO EXISTING BUILDING EXISTING BUILDING & AWNING ; - + ap LL a 55 - (DECK 1.10(NOM) OA IN CI ly fh aa I IL Te waroson a “MHWS030m 8 eS i ' — nena ee ll Se | Mans 022m A | oo LAT 034m — yg ELEVATION 4:50 PLES COLUANS — Pt - 2250 HWD ct-20x00F8 U' DRIVE HIRE BOATS BEARERS WALL PLATES EXTENSIONS Bt -180x 75F14 WP! - 140 x45 FB TO BUILDING JorsTs ROOF BeAsS P| | Jt = 150.x78 F14 @ 450 MAX CRS wri R81 «140x485 FB LOT 158 E ' oe | R= 40x45 F0.@ 9ODMAK RS NOOSAVILLE | ROOF BATTENS RABRINK PTY LTD T/A tL DESIGN IMPOSED | S570 78 @ sO MAK CRS ey John Norden onsesan—7\ e Be \ ay mmesk wearer & Associates 25 ck wo Deca. — \ | Ret TOCI -2Mt2 IY 24 010 263.877 STAINLESS STEEL FDONGS <I an Rat ‘ R1 - ONE FRAMING ANCHOR EACH END = Structural / Civd Design Engineers © B Oo. 4 BATTENS - ONE No.14 SCREW Seta 16 -Tewaren Plaza’ \. J o\ & ' AX Poiniana Avenue / PO Bor 206 \ | A [| = morsuora 07 54497172 . ee (eee. eC \L = \ ——_ Email: [email protected] —™ ee 1800 DRAWN DATE + EASTING Fe00 Er 8 ASHTON JUNE 2010 L y OECK wom / AS \ . MiEAust, RPEQ. DECK FRAMING LAYOUT 1:60 ROOF FRAMING LAYOUT 1:50 = WORKING DRG “"40/90-1 |
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