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Proposal Plans
Plans and drawings
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Log in to see the plans as drawn150 MIN FRL 90/90/90 TOP OF BUILDER TO NOTE***
WALL
ALL WINDOW GLASS TO BE
RL 11.6
1#
BICYCLE
1#
BICYCLE
COMMERCIAL GRADE DOUBLE GLAZING
MIN FRL 90/90/90
SPACE SPACE
LEGEND
3000 18.6m FROM
CORNER TO EXIT
190mm CONCRETE BLOCK RETAINING WALLS TO
ENGINEERS DETAILS
DOOR
170mm CONCRETE TILT UP WALLS TO
ENGINEERS DETAILS
150mm CONCRETE TILT UP WALLS TO
ENGINEERS DETAILS
MATT FINISH COLORBOND CUSTOM ORB
WALL CLADDING TO NORTHERN WALL OF
8760
UPPER LEVEL
ROLLER DOOR
5000h x 4000w
B
TENANCY 2 B
100mm STUD WALL TO ENGINEERS DETAILS
8 205.2m2 8
ROOF ABOE
MIN FRL 90/90/90
50mm TIMBER STUD WALL ( FOR SERVICES) TO
ENGINEERS DETAILS
PROPOSED ADMIN /
FFL 9.30 STORAGE MEZZANINE C2 100 x 4 SHS POSTS TO ENGINEERS DETAILS
ABOVE 55.5m2
5144 89 5144 89 5144 C1 SELECT COLUMN TO ENGINEERS
DETAILS (310 UB 4.0)
FE EMERGENCY EXITS (TENANCY UNDER 300m2):
EXIT EXIT SIGN TO COMPLY WITH NCC 2016
CLAUSE E4.5 . ALL EXIT DOORS TO COMPLY
WITH NCC 2016 CLAUSE D2.19, D2.10 & D2.21.
SINK
710
799
16.9m FROM REF SF STANLITE SF10 NON-MAINTAINED (10W
NEW CORNER TO EXIT
NEW SPACE
FE P1 DOOR P1 HALOGEN FIXED
FLUSH WITH CEILING) TO AS/NZS 2293.1.
920
TGSI/s
89
EXIT
2590
POST LOCATION POST LOCATION
DOOR TO BE CONFIRMED TO BE CONFIRMED 920 MECHANICALLY VENTILATED TO AS
BY ENGINEERS BY ENGINEERS EXISTING VAN MV
1668.2 1991, MIN 25L/S
ACCESSIBLE EXHAUST FLOW RATE. CEILING 2400mm HIGH.
3890
NEW STAIR NEW STAIR AMENITIES
3# RISERS @ 190mm HIGH 17# RISERS @ 190mm HIGH SF EXTINGUISHER TYPE: 3A:40B:(E)
3091
3091
FE
1111 SW
2# TREADS @ 250mm WIDE 16# TREADS @ 250mm WIDE MV ENSURE FIRE EXTINGUISHERS ARE WITHIN
4m OF 'EXIT' DOOR.
EXTINGUISHER LOCATION SIGN ABOVE IN
ACCORDANCE WITH AS 2444-1995
150 1300
TGSI/s
LANDING
UP
WC SHW INSTANTANEOUS HWS IN VERMIN PROOF
CABINET UNDER SINK (TYP.)
MIN FRL 90/90/90 SINK
150
150
MIN FRL 90/90/90 TGSI/s TACTILE GROUND SURFACE INDICATORS TO
150
1# 1#
BICYCLE BICYCLE COMPLY WITH AS 1428.4.1
SPACE SPACE
3 PHASE ,
100 AMP TO P1 89 SHS POSTS TO ENGINEERS DETAILS
ROLLER DOOR
2900h x 3000w
TENANCY 2
100 100 100
150 2000 500 1400 4000 3610 1300 2500 150
18.3m FROM
CORNER TO EXIT
DOOR
TENANCY 1
MIN FRL 90/90/90
187.2m2
FFL 9.30
ROLLER DOOR
2900h x 3000w
FIRE RATED CEILING / FLOOR FRAME ABOVE
WATERPROOF TILED DECK LEVEL ABOE
A A
8 (FRL 60/60/60) 8
RESISTANCE TO INCIPIENT SPREAD OF FIRE
(RISF= 60 MINUTES) FE
SINK
REF
GROUND
SPACE
WATERPROOFED DECK
FLOOR ABOVE TO BE
FLOOR PLAN
CONCRETE SLAB TO 920
VAN SCALE: 1:100 @ A3
ENGINEERS DETAILS.
CEILING FIXED TO
SF
UNDERSIDE OF FLOOR
MV
FRAME TO BE FIRE RATED
14.9m FROM
CORNER TO EXIT
DOOR
FIRE RATED CEILING &
WALLS UNDER STAIR-
NORTH
WC SHW REFER TO DETAIL 1 &
2 ON SHEET 8
MIN FRL 90/90/90 STORAGE
920
EXIT
UNDER STAIR
(POINT A)
FIRE UPSTAIRS FIRE RATED CEILING
DOOR UNDER STAIR
ENTRY FOYER 21 RISERS
MIN FRL [email protected]
(POINT B) HIGH
FE
STAIR
(POINT D) 9.1m FROM (POINT B) TO UP
BALUSTRADE WALL
TGSI/s
920 EXIT (POINT D) - (TO
COMPLY WITH NCC 2016
EXIT
DOOR PART D1.4 (b) 5.6m FROM (POINT A)
ENGINEERS DETAILS
DOWNSTAIRS TO (POINT B)
3 PHASE ,
RETAINING WALL &
C WHERE TRAVEL IN 2
SPOON DRAIN TO
DIFFERENT DIRECTIONS
100 AMP TO FE 8 TO 2 EXITS IS AVAILABLE
TENANCY 1 (TO COMPLY WITH NCC
2218 SLIDING 2016 PART D1.4 (b)
GLASS PANEL
EXIT
(POINT C)
2900h x 2500w 3.2m FROM (POINT B) TO
AMENDMENT "Q" ROLLER DOOR EXIT (POINT C) - (TO SECURITY GATES
MIN FRL 90/90/90
COMPLY WITH NCC 2016
PART D1.4 (b) GLASS AWNING ABOVE
FLOOR PLAN NOTES
3000
TGSI/s C
8
ALL CONSTRUCTION TO COMPLY WITH THE NATIONAL CONSTRUCTION CODE OF
AUSTRALIA REQUIRMENTS & RELEVANT AUSTRALIAN STANDARDS. LIGHTING TO AS/NZS 1680.0 & NCC 2016 J6
CONTRACTOR TO CONFIRM ALL DIMENSIONS & LEVELS ON SITE PRIOR TO B 15.09.22 CLIENTS CHANGES TO MEZZ 2 SB DJ
A 14.09.22 SKETCH DWGS ISSUED MEZZ 2 ADDED SB DJ
COMMENCEMENT OF ANY WORK INCLUDING BOUNDARY LINES & PEGS. ALL EXIT DOORS TO COMPLY WITH NCC 2016
CLAUSES D2.10, D2.19 & D2.21 ISSUE DATE SUBJECT INIT AUTH
CONTRACTOR ALSO TO CONFIRM PRESENCE OF ANY EXISTING SERVICES
BEFORE COMMENCING WORKS. DOOR HARDWARE TO ALL EXIT DOORS TO COMPLY WITH NCC 2016 AMENDMENTS
CLAUSE D2.20 6 LORRAINE AVE, MARCOOLA QLD. 4564
DIMENSIONS TAKE PREFERENCE OVER SCALE. DO NOT SCALE OFF DRAWING.
PHONE:(07)54488 500 Mobile: 0418 715 702
REFER TO CONSULTING ENGINEERS DRAWINGS FOR ALL CIVIL, PROVIDE ROOF SAFTEY MESH TO AS/NZS 4389 (1996)
EMAIL: [email protected]
STRUCTURAL DETAILS & HYDRAULIC ENGINEERS DRAWINGS FOR ALL TIMBER/STEEL STUD PARTITIONING TO TOILETS. CEILING HEIGHT 2700mm QBSA LICENCE No. 65942
HYDRAULIC DETAILS. MIN. WALLS AND CEILING LINED WITH WATER PROOF PLASTERBOARD.
Drawn by SB Checked byDJ
SHOULD SITE CONDITIONS DIFFER FROM THOSE INDICATED SEEK FIX PLASTERBOARD CEILING OVER AMENITY AREAS (TYP)
INSTRUCTIONS FROM DESIGNER. WATERPROOF WET AREAS TO AS 3740. Client ALLASTAIR & KELLY MOUAT
WATERPROOFING TO WET AREAS TO COMPLY WITH NCC 2016 CLAUSE F1.7 TOP OF WALL LOT 2 VISION COURT,
REFER FLOOR PLAN FOR POSITIONS OF PORTABLE FIRE EXTINGUISHERS & RL 9.70 NOOSAVILLE, QLD
FIXED EMERGENCY LIGHTING ROOF INSULATION R2.5 "ANTICON" FOIL BACKED FIBRE GLASS INSULATION PROPOSED MEZZANINE 2
PORTABLE FIRE EXTINGUISHERS TO BE INACCORDANCE WITH NCC E1.6
2016. ADDITIONAL EXTINGUISHERS MAY BE REQUIRED DEPENDING ON
PROVIDE NON-COMBUSTIBLE MINERAL FIBRE INSULATION UNDERNEATH Drawing Description
TENANCY LAYOUT & ASSOCIATED BUSINESS USES. ROOF SHEETING TO SEAL ALL FIRE WALLS. GROUND FLOOR PLAN
MECHANICAL VENTILATION TO AS. 1668.2 & AS/NZS 3666.1 AS INDICATED. (CSR BRADFORD FIRE SEAL OR EQUIVALENT)
MIN 25 l/s EXHAUST FLOW RATE TO ALL WC'S.
Scale 1 : 100 Date 14.09.22
UNISEX ACCESSIBLE FACILITIES TO AS 1428.1, 2009
Project No.2022-42 Sheet No. 02 OF 04
PHYSICAL TERMITE BARRIER SYSTEM TO BE USED IN ACCORDANCE WITH FIRE HYDRANTS INSTALLED TO ENGINEERS DETAIL. REFER HYDRAULICS
AS. 3660.1. ALL TIMBER TREATED H2/H3 AGAINST TERMITES. ENGINEER DRAWINGS FOR POSITION OF FIRE HYDRANTS CONCEPT DWGS Issue B
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