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Trusted by locals. Built for Noosa.

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2018-01-15 General Committee Agenda

of 135

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Page 98 of 135

REAL PROPERTY DESCRIPTION                                                                                                                                                                                                                                 Storm Water
 Lot: 63 On:   RP200339                                                                                                                                                                                                                                      Surface water drainage must be prevented from
 Lot / Site Area (m?): 10080 m          .                                                                                                                                                                                                                    entering the building with fgl sloping 50mm over
 Local Government:    Noosa Shire Council                                                                                                                                                                                                                    the first Im away from the building & the finished
                           .                                                                                                                                                                                                                                 slab height at a minimum FFL 150mm above FGL or
  STATUTORY INFORMATION:                                                                                                                                                                                                                                     minimum 100mm above FGL in sandy, well drained
  Building Classification: la                                                                                                                                                                                                                                areas of low rainfall intensity (Q20 125mm), or 50mm
  Storeys: 1                                                                                                                                                                                                                                                 above impermeable paved or concreted areas all
  Climate Zone:  5                                                                                                                                                                                                                                           in accordance with BCA Vol 2 P3.1.2.3
  Wind Category:   N3
                                                        |                                                                                       -—— Carpark to Gemeral Store                                                                                 Domestic driveway design requirements :
General                                                                                                                                                                                                                                                      *   3m minimum width (AS 2890:2004 Amdt, $2.6.1)
 Do not scale from these drawings, figured                                                                                     pr                                                                    baw                                                     *   Maximum 1 in 4 (25%) gradient (AS 2870:2004
 dimensions take precedence at all times -                                                                             + e                                                                                                                                       Amdt, $2.6.2)
 when in doubt consult the designer  prior to                                                                      a                  /
 commencing construction. It isthe °                                                                        59                        \                                                                                                                      Changes in grade for straight driveways to prevent
 builders responsibility to:                                                                      ing                              - 7                                   7                                                                                   vehicle scraping driveway require grade transitions
                                                                                                                            —_—     \  ~~            ~ \-\-— biisting General Store                                                                          of 2m in length when:
 *    Verify all dimensions and levels on site.                                                                     - T                            Z                                                                                                         *   Summit changes in grade is over 1 in 8 (12.5%)
 *    Ensure all boundary setbacks are strictly                                                                     \    |          }              ’                                                                                                         *   Sag changes in grade is over 1 in 6.7 (15%)
      adhered to.                                                                                                    \   \        /              /       LN                                                                                                      (AS 2890:2004 Amdt1, $2.5.3(d)
 .    Verify location and levels of all services on site.                                                            \    \       SN                             \                                                                                                  .                       .
 *    Verity that floors and finished levels enable                              Existing Crossover and                   \           a)                                  Ww                                                                                Bulger is to lollow the best practice
      connection to required services on site.                                   Gravel Driveway                      \    \                                                                                                                                 guidelines for controlling stormwater
 * — Real property information to be confirmed by                                                                     \    \                                                Cc                                                                               pollution from building sites by local council
      licensed surveyor prior to construction.                                                                  \      \    \                        Residence                                                                                                                   |                 a
 e    Bearings have been corrected by modelling                                                                  \     \    \                                         \                                                                                      The builder is responsible to check all existing
      software to read in a clockwise direction.                                                                        \    |                                          \     A,                                                                             services prior to beginning construction
      This may cause discrepancies of 180 deg from                                                                      \    \                                                 ~
      original survey information.                                                                                       \    \                                                w
 *    Site levels, driveway design & site works to                                                                       \    \                                                  0
      detail by others.                                                                                               \   \    ‘
 ton oe to            bomn emt tg                                                                                      \                                                     \\%
 permit application only. It is the builder's / proprietor's                                                                   N                                              \       oO                                                                       Drawing Schedule
 responsibility to further interpret the design and                                                                              -                        .                                                                                                                            |     Current Revision
 drawings to detail the project for construction.                                                                                                     Existing Structure        \                                                      Sheet No.            Sheet Name            [Revision       Date
 Termites          cub           termites tov                                                                               \                                                      \                                                   | Aer      fre PLAN                            A          TSN
   rotection against subterranean termites to be                                                                                                                                                                                                                                  t
 in accordance with A.S. 3660 Part 1. (protection                                                                            \                                                       \                                                            FLOOR PLAN                          A          IS/MIN6
 of buildings from subterranean termites).                                                                                                                                                                                           [__A.03     [ELEVATIONS                          A          IS/MIN6
 Protection against subterranean termites to
 apply to all primary
5	1	1	1	42	5	402	1180	70	19	96	building
5	1	1	1	42	6	479	1180	92	15	75	elements’.
4	1	1	1	43	0	212	1203	392	18	-1	
5	1	1	1	43	1	212	1203	31	15	96	The
5	1	1	1	43	2	250	1203	61	15	96	builder
5	1	1	1	43	3	318	1203	10	15	96	is
5	1	1	1	43	4	335	1204	17	14	96	to
5	1	1	1	43	5	359	1203	69	18	96	provide
5	1	1	1	43	6	434	1203	73	18	96	physical
5	1	1	1	43	7	515	1203	64	15	96	barriers
5	1	1	1	43	8	586	1204	18	14	96	to
4	1	1	1	44	0	213	1213	1766	41	-1	
5	1	1	1	44	1	213	1226	29	14	96	the
5	1	1	1	44	2	249	1226	45	19	96	entry
5	1	1	1	44	3	300	1226	22	18	96	by
5	1	1	1	44	4	328	1226	120	14	96	subterranean
5	1	1	1	44	5	455	1226	71	14	96	termites
5	1	1	1	44	6	534	1226	21	19	97	by
5	1	1	1	44	7	1432	1213	11	25	93	\
5	1	1	1	44	8	1967	1231	12	23	93	\
4	1	1	1	45	0	213	1248	1243	23	-1	
5	1	1	1	45	1	213	1249	110	14	95	construction
5	1	1	1	45	2	331	1249	16	14	96	of
5	1	1	1	45	3	355	1249	18	14	96	all
5	1	1	1	45	4	382	1249	43	14	93	slabs
5	1	1	1	45	5	432	1249	12	14	93	&
5	1	1	1	45	6	451	1249	57	14	96	timber
5	1	1	1	45	7	515	1249	39	14	96	floor
5	1	1	1	45	8	560	1249	69	18	96	framing
5	1	1	1	45	9	636	1249	13	14	96	in
5	1	1	1	45	10	1445	1248	11	23	93	\
4	1	1	1	46	0	213	1264	1781	25	-1	
5	1	1	1	46	1	213	1271	115	15	94	accordance
5	1	1	1	46	2	335	1271	36	15	93	with
5	1	1	1	46	3	378	1272	32	14	92	A.S.
5	1	1	1	46	4	418	1272	51	14	79	2870.1
5	1	1	1	46	5	482	1271	102	18	96	(Residential
5	1	1	1	46	6	592	1271	63	18	96	footing
5	1	1	1	46	7	1981	1264	13	24	93	\
4	1	1	1	47	0	213	1294	439	18	-1	
5	1	1	1	47	1	213	1294	35	15	92	and
5	1	1	1	47	2	255	1294	36	15	96	slab
5	1	1	1	47	3	299	1294	124	18	96	construction).
5	1	1	1	47	4	430	1294	36	15	92	and
5	1	1	1	47	5	473	1294	30	15	89	A.S.
5	1	1	1	47	6	511	1294	41	15	92	3600
5	1	1	1	47	7	560	1294	92	18	93	(Concrete
4	1	1	1	48	0	213	1317	444	18	-1	
5	1	1	1	48	1	213	1318	85	14	96	structures
5	1	1	1	48	2	305	1317	59	18	89	code).
5	1	1	1	48	3	372	1318	13	14	96	In
5	1	1	1	48	4	393	1317	73	15	96	addition
5	1	1	1	48	5	474	1318	19	14	94	all
5	1	1	1	48	6	501	1318	35	14	75	slab
5	1	1	1	48	7	544	1318	113	17	96	penetrations
4	1	1	1	49	0	213	1339	419	19	-1	
5	1	1	1	49	1	213	1344	29	10	96	are
5	1	1	1	49	2	248	1340	18	14	96	to
5	1	1	1	49	3	273	1340	23	14	96	be
5	1	1	1	49	4	303	1339	93	18	96	protected
5	1	1	1	49	5	403	1339	43	19	96	using
5	1	1	1	49	6	453	1339	72	15	96	stainless
5	1	1	1	49	7	532	1340	41	14	96	steel
5	1	1	1	49	8	581	1340	51	14	94	mesh.
4	1	1	1	50	0	215	1362	1285	24	-1	
5	1	1	1	50	1	215	1362	98	19	77	(Termimesh
5	1	1	1	50	2	321	1367	17	10	94	or
5	1	1	1	50	3	345	1362	96	18	96	equivalent
5	1	1	1	50	4	448	1362	47	15	96	fitted
5	1	1	1	50	5	501	1362	19	15	93	to
5	1	1	1	50	6	526	1362	63	15	93	manuf.
5	1	1	1	50	7	596	1363	60	18	79	spec.).
5	1	1	1	50	8	1488	1363	12	23	93	\
4	1	1	1	51	0	214	1377	1828	27	-1	
5	1	1	1	51	1	214	1386	69	14	80	External
5	1	1	1	51	2	291	1386	86	17	91	perimeter
5	1	1	1	51	3	384	1386	57	14	94	barrier
5	1	1	1	51	4	448	1386	18	14	94	to
5	1	1	1	51	5	472	1385	24	15	96	be
5	1	1	1	51	6	502	1385	74	15	93	installed
5	1	1	1	51	7	583	1386	22	18	96	by
5	1	1	1	51	8	2030	1377	12	23	93	\
4	1	1	1	52	0	213	1397	1844	37	-1	
5	1	1	1	52	1	213	1407	101	15	96	excavation
5	1	1	1	52	2	322	1408	83	15	96	trenches,
5	1	1	1	52	3	412	1408	70	18	95	treating
5	1	1	1	52	4	489	1408	30	14	96	the
5	1	1	1	52	5	526	1408	77	17	96	exposed
5	1	1	1	52	6	1501	1397	11	23	93	\
5	1	1	1	52	7	2044	1410	13	24	92	\
4	1	1	1	53	0	213	1431	416	18	-1	
5	1	1	1	53	1	213	1431	57	14	96	trench
5	1	1	1	53	2	278	1431	35	14	95	and
5	1	1	1	53	3	320	1431	92	18	95	backfilling
5	1	1	1	53	4	419	1431	28	14	96	the
5	1	1	1	53	5	454	1431	57	14	96	trench
5	1	1	1	53	6	519	1431	36	14	97	with
5	1	1	1	53	7	562	1431	67	14	96	treated
4	1	1	1	54	0	213	1453	380	19	-1	
5	1	1	1	54	1	213	1454	74	14	96	material
5	1	1	1	54	2	295	1453	35	15	96	and
5	1	1	1	54	3	337	1454	94	18	96	protecting
5	1	1	1	54	4	437	1454	30	14	96	the
5	1	1	1	54	5	474	1454	57	14	96	trench
5	1	1	1	54	6	538	1453	36	15	96	with
5	1	1	1	54	7	582	1458	11	10	96	a
4	1	1	1	55	0	213	1476	381	19	-1	
5	1	1	1	55	1	213	1476	54	15	95	50mm
5	1	1	1	55	2	275	1476	41	15	95	thick
5	1	1	1	55	3	324	1476	83	15	96	concrete
5	1	1	1	55	4	414	1480	52	11	96	cover
5	1	1	1	55	5	473	1476	33	19	95	strip
5	1	1	1	55	6	514	1480	7	11	96	x
5	1	1	1	55	7	529	1477	65	14	78	300mm
4	1	1	1	56	0	212	1499	404	14	-1	
5	1	1	1	56	1	212	1499	43	14	96	wide
5	1	1	1	56	2	262	1499	90	14	96	measured
5	1	1	1	56	3	359	1499	40	14	96	from
5	1	1	1	56	4	407	1499	28	14	96	the
5	1	1	1	56	5	442	1499	72	14	96	external
5	1	1	1	56	6	521	1499	35	14	96	wall
5	1	1	1	56	7	564	1499	17	14	96	of
5	1	1	1	56	8	588	1499	28	14	96	the
4	1	1	1	57	0	213	1511	1812	29	-1	
5	1	1	1	57	1	213	1521	75	19	96	building.
5	1	1	1	57	2	296	1522	9	14	96	2
5	1	1	1	57	3	311	1522	71	14	96	durable
5	1	1	1	57	4	389	1521	63	15	96	notices
5	1	1	1	57	5	460	1521	38	15	96	shall
5	1	1	1	57	6	505	1521	24	15	96	be
5	1	1	1	57	7	536	1521	75	15	96	installed
5	1	1	1	57	8	1544	1511	11	24	93	\
5	1	1	1	57	9	2002	1526	23	12	63	-
4	1	1	1	58	0	213	1539	1779	31	-1	
5	1	1	1	58	1	213	1544	13	15	96	in
5	1	1	1	58	2	234	1544	92	19	96	prominent
5	1	1	1	58	3	333	1544	81	15	96	locations
5	1	1	1	58	4	421	1544	59	19	96	stating
5	1	1	1	58	5	488	1544	71	15	96	method
5	1	1	1	58	6	566	1544	17	15	96	of
5	1	1	1	58	7	1557	1545	11	25	93	\
5	1	1	1	58	8	1968	1539	24	12	13	-
4	1	1	1	59	0	213	1552	1745	33	-1	
5	1	1	1	59	1	213	1567	98	18	96	protection,
5	1	1	1	59	2	318	1567	43	15	96	date
5	1	1	1	59	3	368	1567	16	15	96	of
5	1	1	1	59	4	392	1567	100	16	95	installation,
5	1	1	1	59	5	500	1567	25	15	95	life
5	1	1	1	59	6	532	1567	110	18	95	expectancy
5	1	1	1	59	7	1887	1552	71	30	69	—
4	1	1	1	60	0	213	1583	1664	25	-1	
5	1	1	1	60	1	213	1590	35	14	80	and
5	1	1	1	60	2	255	1593	55	14	96	scope
5	1	1	1	60	3	318	1590	36	14	96	and
5	1	1	1	60	4	361	1589	74	15	96	duration
5	1	1	1	60	5	443	1589	17	15	96	of
5	1	1	1	60	6	467	1589	52	15	96	future
5	1	1	1	60	7	526	1589	104	18	95	inspections.
5	1	1	1	60	8	1820	1583	57	25	0	-~
4	1	1	1	61	0	214	1609	1596	30	-1	
5	1	1	1	61	1	214	1613	68	19	94	Regular
5	1	1	1	61	2	289	1613	99	19	96	inspections
5	1	1	1	61	3	395	1613	16	15	96	of
5	1	1	1	61	4	419	1613	28	15	96	the
5	1	1	1	61	5	455	1613	71	19	95	building
5	1	1	1	61	6	533	1618	29	10	96	are
5	1	1	1	61	7	569	1613	17	15	95	to
5	1	1	1	61	8	594	1613	23	15	91	be
5	1	1	1	61	9	1738	1609	72	30	58	—
4	1	1	1	62	0	213	1635	1515	17	-1	
5	1	1	1	62	1	213	1635	64	15	94	carried
5	1	1	1	62	2	284	1636	28	14	96	out
5	1	1	1	62	3	318	1636	18	14	96	to
5	1	1	1	62	4	343	1640	59	10	96	ensure
5	1	1	1	62	5	409	1636	28	14	96	the
5	1	1	1	62	6	445	1636	57	14	96	barrier
5	1	1	1	62	7	508	1636	31	14	96	has
5	1	1	1	62	8	546	1636	28	14	96	not
5	1	1	1	62	9	1704	1640	24	12	57	-
4	1	1	1	63	0	213	1653	1482	24	-1	
5	1	1	1	63	1	213	1658	46	15	95	been
5	1	1	1	63	2	267	1658	71	19	96	bridged
5	1	1	1	63	3	346	1658	21	19	96	by
5	1	1	1	63	4	373	1658	76	15	96	termites.
5	1	1	1	63	5	1671	1653	24	12	31	-
4	1	1	1	64	0	214	1681	435	18	-1	
5	1	1	1	64	1	214	1681	99	18	96	Inspections
5	1	1	1	64	2	320	1685	30	10	96	are
5	1	1	1	64	3	357	1681	16	15	96	to
5	1	1	1	64	4	381	1681	23	15	96	be
5	1	1	1	64	5	412	1681	63	15	96	carried
5	1	1	1	64	6	482	1681	28	14	96	out
5	1	1	1	64	7	518	1685	18	10	96	as
5	1	1	1	64	8	544	1685	28	14	96	per
5	1	1	1	64	9	580	1681	69	15	96	notices.
4	1	1	1	65	0	1148	1823	172	18	-1	
5	1	1	1	65	1	1148	1823	62	18	95	Scale
5	1	1	1	65	2	1236	1823	23	17	0	1:
5	1	1	1	65	3	1269	1823	51	17	0	1000
4	1	1	1	66	0	735	1914	1975	37	-1	
5	1	1	1	66	1	735	1914	55	37	93	AS
5	1	1	1	66	2	804	1914	282	37	93	CONTRUCTED
5	1	1	1	66	3	1100	1914	196	37	96	GENERAL
5	1	1	1	66	4	1310	1914	138	37	96	STORE
5	1	1	1	66	5	2704	1935	83	8	18	tae
5	1	1	1	66	6	2843	1935	90	8	17	em
5	1	1	1	66	7	2988	1934	91	9	18	me
4	1	1	1	67	0	1097	1956	1597	20	-1	
5	1	1	1	67	1	1097	1974	2	2	67	-
5	1	1	1	67	2	1633	1974	43	2	82	—
5	1	1	1	67	3	2593	1957	56	14	86	SCALE
5	1	1	1	67	4	2655	1956	39	15	86	@A3
4	1	1	1	68	0	735	1974	2001	19	-1	
5	1	1	1	68	1	735	1974	38	14	93	ZEST
5	1	1	1	68	2	780	1974	84	14	91	BUIDLING
5	1	1	1	68	3	871	1974	66	14	96	DESIGN
5	1	1	1	68	4	945	1974	64	14	96	STUDIO
5	1	1	1	68	5	1068	1974	62	18	96	Project
5	1	1	1	68	6	1138	1974	69	15	96	Address
5	1	1	1	68	7	1586	1974	72	19	95	Drawing
5	1	1	1	68	8	1665	1974	34	15	95	Title
5	1	1	1	68	9	2711	1980	25	10	53	1:200
4	1	1	1	69	0	735	2003	537	33	-1	
5	1	1	1	69	1	735	2007	101	18	96	Sunshine
5	1	1	1	69	2	844	2007	67	18	96	Coast
5	1	1	1	69	3	1100	2003	13	33	80	ii
5	1	1	1	69	4	1267	2008	5	5	92	i
4	1	1	1	70	0	735	2008	1059	43	-1	
5	1	1	1	70	1	735	2032	91	18	66	Sunshins
5	1	1	1	70	2	964	2047	2	4	8	—_
5	1	1	1	70	3	1067	2008	8	21	96	1
5	1	1	1	70	4	1091	2008	136	26	95	Kingsgate
5	1	1	1	70	5	1239	2008	67	21	95	Drive
5	1	1	1	70	6	1316	2008	106	26	95	Orange
5	1	1	1	70	7	1432	2014	34	15	96	on
5	1	1	1	70	8	1586	2010	87	38	96	SITE
5	1	1	1	70	9	1688	2011	106	36	96	PLAN
4	1	1	1	71	0	735	2041	678	30	-1	
5	1	1	1	71	1	735	2050	7	20	7	2
5	1	1	1	71	2	740	2040	20	38	77	|
5	1	1	1	71	3	761	2047	161	24	0	Sidoneore
5	1	1	1	71	4	844	2040	20	38	37	uve
5	1	1	1	71	5	873	2047	48	24	21	Sooners
5	1	1	1	71	6	928	2046	25	24	52	cub
5	1	1	1	71	7	957	2040	25	38	0	sose
5	1	1	1	71	8	1065	2041	95	22	93	Sunrise
5	1	1	1	71	9	1169	2042	170	21	92	TINBEERWAH
5	1	1	1	71	10	1350	2041	63	22	96	4563
4	1	1	1	72	0	735	2068	2249	18	-1	
5	1	1	1	72	1	735	2075	8	9	83	W
5	1	1	1	72	2	741	2066	14	26	91	|
5	1	1	1	72	3	761	2078	28	6	63	www
5	1	1	1	72	4	793	2076	153	10	17	2estbuldingdesign.com.au
5	1	1	1	72	5	2973	2068	11	14	0	:
4	1	1	1	73	0	737	2097	111	8	-1	
5	1	1	1	73	1	737	2097	13	8	77	ABN:
5	1	1	1	73	2	764	2084	13	31	77	37
5	1	1	1	73	3	783	2084	16	31	65	601
5	1	1	1	73	4	807	2097	15	8	73	151
5	1	1	1	73	5	829	2097	19	8	76	508
4	1	1	1	74	0	735	2110	2344	28	-1	
5	1	1	1	74	1	735	2112	45	8	0	oes
5	1	1	1	74	2	789	2114	36	6	5	evo
5	1	1	1	74	3	1068	2110	51	15	79	Client
5	1	1	1	74	4	1128	2111	54	14	88	Name
5	1	1	1	74	5	2875	2124	53	14	93	Phase
5	1	1	1	74	6	2928	2115	18	33	93	|
5	1	1	1	74	7	2959	2123	25	15	72	Bld
5	1	1	1	74	8	2989	2115	6	33	72	#
5	1	1	1	74	9	3005	2123	1	14	96	|
5	1	1	1	74	10	3039	2125	40	13	95	Issue
4	1	1	1	75	0	400	2124	2621	62	-1	
5	1	1	1	75	1	400	2135	129	14	96	BUILDING
5	1	1	1	75	2	539	2135	102	14	93	DESIGN
5	1	1	1	75	3	736	2140	70	15	66	Detigner
5	1	1	1	75	4	814	2140	14	15	57	(
5	1	1	1	75	5	1066	2135	128	26	96	Margaret
5	1	1	1	75	6	1203	2135	147	21	96	McFarland
5	1	1	1	75	7	1360	2135	58	24	96	C/O
5	1	1	1	75	8	1430	2135	38	21	96	RG
5	1	1	1	75	9	2169	2159	69	6	0	Se
5	1	1	1	75	10	2566	2158	38	8	29	soon
5	1	1	1	75	11	2694	2134	108	36	95	16072
5	1	1	1	75	12	2940	2124	2	62	96	|
5	1	1	1	75	13	3019	2124	2	62	96	|
4	1	1	1	76	0	736	2149	2334	43	-1	
5	1	1	1	76	1	736	2163	7	12	71	|.
5	1	1	1	76	2	751	2162	65	13	83	Brundell
5	1	1	1	76	3	1065	2168	121	23	95	Strategic
5	1	1	1	76	4	2158	2176	27	9	49	tue
5	1	1	1	76	5	2252	2165	4	2	0	.
5	1	1	1	76	6	2334	2162	73	28	88	Description
5	1	1	1	76	7	2565	2163	37	27	77	Dote
5	1	1	1	76	8	2872	2154	24	28	96	A
5	1	1	1	76	9	2898	2149	22	43	45	Cc
5	1	1	1	76	10	2960	2153	39	30	95	00
5	1	1	1	76	11	3046	2154	24	28	96	A
4	1	1	1	77	0	193	2195	2455	47	-1	
5	1	1	1	77	1	193	2208	41	11	21	Oxgnal
5	1	1	1	77	2	238	2195	32	31	92	sheet
5	1	1	1	77	3	275	2210	18	6	84	ize
5	1	1	1	77	4	294	2195	17	31	58	AS
5	1	1	1	77	5	320	2208	45	8	61	(2974420
5	1	1	1	77	6	622	2208	19	8	95	Plot
5	1	1	1	77	7	648	2208	25	8	40	date:
5	1	1	1	77	8	707	2208	112	8	0	1S-Now16.4.2359
5	1	1	1	77	9	798	2195	22	31	84	PM
5	1	1	1	77	10	2455	2209	59	29	96	AS
5	1	1	1	77	11	2534	2195	25	47	61	Cc
5	1	1	1	77	12	2586	2195	13	47	65	oO
5	1	1	1	77	13	2620	2210	28	27	92	N
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