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Plans - NOOSA MARINA - 12.10
Plans and drawings
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Log in to see the plans as drawn NEW CEILING JOISTS TO STRUCTURAL ENG. SPEC
BETWEEN EXISTING ROOF BEAMS (190x35 LVL @
600CTRS NOMINAL - CONFIRM WITH ENGINEER)
EXISTING ROOF STRUCTURE (CONFIRM
ON SITE)
EXISTING RIDGE 7.150 (ASSUMED)
COS
PROVIDE CEILING BATTS TO
RENOVATED AREAS IN ACCORDANCE EXISTING JACK RAFTERS TO BE REMOVED
WITH BCA SECTION J REQUIREMENTS
(CONFIRM WITH CERTIFIER)
EXISTING STEEL ROOF BEAM (CONFIRM ON
SITE) POLISHED S/S CHS POST SUPPORTING
EXISTING ROOF SHEETING TO REMAIN FASCIA BEAM ABOVE TO STRUCTURAL
ROOF SHEETING TO MATCH EXISTING ENG. DETAIL & SPEC.
SELECTED CEILING LINING
7° WITH FOIL FACED BLANKET UNDER
EXISTING AWNING TO BE EXTENDED. EXISTING ROOF STRUCTURE (CONFIRM
DETAIL TO MATCH EXISTING. ON SITE) GUTTER TO MATCH EXISTING POLISHED S/S CIRCULAR PLATE AS
CAPPING TO EXISTING TIMBER POST
TO MATCH
5150
EXISTING
PROVIDE CEILING BATTS TO FASCIA BEAM TO STRUCTURAL ENG.
RENOVATED AREAS IN ACCORDANCE SPEC.
WITH BCA SECTION J REQUIREMENTS POLISHED S/S TUBE WELDED TO TOP
(CONFIRM WITH CERTIFIER) CAP. HEIGHT TO MATCH EXISTING
NEW RAFTERS TO STRUCTURAL ENG. DETAIL ON PIER (COS).
SPEC.
NEW DOORWAY IN EXISTING WALL. EXISTING POSTS & ROOF BEAM
PROVIDE LINTEL OVER TO STRUCTURAL SELECTED EAVE LINING (CONFIRM S/S FLAT BAR WELDED TO CAPPING
ENG. SPEC. WITH CLIENT) PIECE, INSERTED INTO CENTRE OF
NEW DOOR AS SCHEDULED EXISTING TIMBER POST
SERVICE HALLWAY Restaurant
FUNCTION CENTRE DECK
THRESHOLD STRIPS AT CHANGES IN S/S BOLTS THROUGH POST
FLOOR FINISH TO COMPLY WITH NEW FLOOR FINISH TO CLIENT'S NEW STAINLESS STEEL POST &
AS1428.1 CLAUSE 7 SELECTION. ENSURE A CONTINUOUS CAPPING AS DETAILED
ACCESSIBLE PATH OF TRAVEL IN
ACCORDANCE WITH AS1428.1 CLAUSE EXISTING TIMBER POST
7. EXISTING GLASS BALUSTRADE
EXISTING FLOOR LEVEL 2.000 (ASSUMED)
NEW GUTTER DISCHARGING TO RIVER
EXISTING POST
EXISTING BI-FOLD DOORS
EXISTING TIMBER PIERS AWNING POST FIXING
SCALE 1:10
SECTION A-A
SCALE 1:50
ROOF SHEETING OVER TO MATCH EXISTING,
WITH FOIL FACED BLANKET UNDER
EXISTING RIDGE 7.150 (ASSUMED) NEW ROOF BEAM TO STRUCTURAL ENG.
SPEC.
TRUSS ROOF TO MANUFACTURER'S
SPECIFICATIONS
NEW ROOF BEAM TO STRUCTURAL ENG.
SPEC.
ROOF SHEETING TO MATCH EXISTING
WITH FOIL FACED BLANKET UNDER
PROVIDE INSULATION TO NEW STRUCTURE
IN ACCORDANCE WITH BCA SECTION J 7°
REQUIREMENTS (CONFIRM WITH CERTIFIER)
GUTTER TO MATCH EXISTING
STUD WALL WITH WEATHERBOARD LINING
5150
FASCIA BEAM TO STRUCTURAL ENG.
SPEC.
NEW RAFTERS TO STRUCTURAL ENG.
SPEC.
EXISTING WEATHERBOARD LINING NEW TIMBER STUD WALL INSIDE EXISTING
FENCE. ENSURE CONTINUOUS MEMBRANE
IS PROVIDED AROUND BUILDING ENVELOPE SELECTED EAVE LINING (CONFIRM
NEW STUD WALL WITH WEATHERBOARD WITH CLIENT)
LINING
NEW POST TO STRUCTURAL ENG. Restaurant
STORE SPEC FUNCTION CENTRE DECK
NEW FLOOR FINISH TO CLIENT'S NEW STAINLESS STEEL POST &
SELECTION. ENSURE A CONTINUOUS CAPPING AS DETAILED
ACCESSIBLE PATH OF TRAVEL IN
ACCORDANCE WITH AS1428.1 CLAUSE 7.
EXISTING GLASS BALUSTRADE
EXISTING FLOOR LEVEL 2.000 (ASSUMED)
EXISTING POST
REOLCATED BI-FOLD DOORS
EXISTING TIMBER PIERS
SECTION B-B
SCALE 1:50
COPYRIGHT: NOTES: CLIENT: DRAWING TITLE:
THIS DRAWING AND THE INFORMATION SHOWN HEREON IS * ALL WORK TO BE DONE IN ACCORDANCE WITH B.C.A. & QUADRANT HOLDINGS SECTIONS A-A & B-B
THE PROPERTY OF T.O.Z. PTY LTD AND MAY NOT BE USED ANY OTHER AUTHORITY HAVING JURISDICTION OVER THE
FOR ANY OTHER PURPOSE THAN THAT FOR WHICH THIS WORKS & PAY ALL FEES.
DRAWING IS SUPPLIED. ANY OTHER USE, COPYING OR -
REPRODUCTION OF ALL OR ANY PART OF THIS DRAWING IS * ALL RELEVANT DIMENSIONS TO BE CHECKED ON SITE -
PROJECT:
DATE: 03/06/20
PROHIBITED WITHOUT THE WRITTEN CONSENT OF T.O.Z. PTY. PRIOR TO COMMENCING ANY WORK. NO ALLOWANCE WILL
-
ALTERATIONS & ADDITIONS
LTD. BE MADE FOR FAILURE TO DO THIS
- LOT 388 MCH839039 SCALE: 1:50, 1:10
* THESE DRAWINGS TO BE READ IN CONJUCTION WITH
CONSULTANTS DRAWINGS.
B - CLIENT AMENDMENTS 01/07/20 NOOSA HARBOUR MARINA VILLAGE DRAWING No: 2260-A05
A - FOR INFORMATION 26/06/20 TEWANTIN, QLD
AMENDMENT: ISSUE: B
GSPublisherVersion 0.0.100.100
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