Original source · versioned page text
Archs and Structurals
PROPOSED
EXTENSIONS/RENOVATIONS
AT
66 SOUTHERN CROSS PARADE,
SUNSHINE BEACH, QLD
FOR
MR & MRS KOTZEE
ISSUE DESCRIPTION DATE GRAHAM GREEN DRAWING TITLE: PROJECT: PROJECT No. REV
THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NOT BE REPRODUCED
A
B
ORIGINAL ISSUE
CLIENT REVIEW CHANGES
25.08.20
25.08.20
(B.Tech, A.D.C. Eng.,QBCC656975)
14 Aquila Court
TITLE SHEET EXTENSION/RENOVATIONS IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. c 2020. 220-132 C
Bli Bli Qld 4561
C MODIFIED TO SUIT ENGINEERING 15.09.20 SCALE: DATE: SITE ADDRESS: OWNER/S: SHEET No.:
Mob 0438786080 MR & MRS KOTZEE
66 SOUTHERN CROSS PARADE
DESIGN DRAFTING
Gagman Pty Ltd
QBCC No 1261742 Email - [email protected]
N.T.S AUG 2020
SUNSHINE BEACH QLD C/- ST ANDREWS CONSTRUCTION 1 OF 17
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Page 2
GENERAL NOTES:
TH 1. This structure has been designed in accordance with the
NOR current editions of the Building Code of Australia (NCC-2020)
and the Queensland Building Act - Standard Building Law,
2. All building work shall comply with the current editions of
the relevant Australian and New Zealand Standards and other
documents as called up in the NCC-2020.
3. Unless stated otherwise, all materials shall be as listed in
the Accredited Building Products Register.
4. The builder shall check and verify all dimensions, fixings,
fittings and finishes before commencement of works.
5. Reduced levels (RL's) and ground contours as shown have
not been measured by the author of these documents and may
EXISTING VILLA 2 only indicate the approximate general shape of the terrain and
heights of the various building elements. Unless stated other-
wise, actual accurate levels shall be determined either by the
PROPOSED COVERED
LINK EXTENDING builder or a land surveyor prior to commencement.
EXISTING
6. Written dimensions as show on the drawings take pre-
cedence. DO NOT SCALE DIRECT FROM THE DRAWINGS!. In the
event that questions arise, discrepancies or errors are
noticed, please do not proceed with the work without
requesting further instructions from the builder and/or the
building designer.
7. Construction must not vary from these drawings without
the written approval of the owner/s, licensed certifier and
the building designer.
EXISTING VILLA 1 8, Unless stated otherwise, these drawings have been prep-
ared either for client approval, planning approval or building
permit approval only. No responsibilty will be accepted by
the building designer for drawings or further construction (shop)
drawings prepared by others.
9. Any anchor rods/bolts and roof truss tie-down details
shown are for standard trusses only. The builder shall obtain
tie-down details for any non-standard trusses such as hips,
girders, valleys etc. from the truss manufacturer or struct-
ural engineer. This information shall be made available to
the Local Government or Licensed Certifier at the time of
lodgement of the Building Permit Application.
LOT 64 on RP 225122
PARISH OF WEYBA
COUNTY OF MARCH
AREA = 870m2
SITE PLAN 10. Refer to the structural and/or geochemical engineering
report/s for footings and slab details not shown.
1:200 (A3)
11. Unless stated otherwise, rainwater discharge either shall
SITE COVERAGE be directed to the road kerb or dispersed within the prop-
SITE AREA = 870 m2 erty boundaries to Local Government requirements.
MAX SITE COVERAGE = 40%
BUILDING AREA AFTER LINK ROOF = 347.85m2
THEREFORE SITE COVERAGE = 40%
ISSUE DESCRIPTION DATE GRAHAM GREEN DRAWING TITLE: PROJECT: PROJECT No. REV
THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NOT BE REPRODUCED
A
B
ORIGINAL ISSUE
CLIENT REVIEW CHANGES
25.08.20
25.08.20
(B.Tech, A.D.C. Eng.,QBCC656975)
14 Aquila Court
SITE PLAN EXTENSION/RENOVATIONS IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. c 2020. 220-132 C
Bli Bli Qld 4561
C MODIFIED TO SUIT ENGINEERING 15.09.20 SCALE: DATE: SITE ADDRESS: OWNER/S: SHEET No.:
Mob 0438786080 MR & MRS KOTZEE
DESIGN DRAFTING
Gagman Pty Ltd
QBCC No 1261742 Email - [email protected]
1:200 (A3) AUG 2020
66 SOUTHERN CROSS PARADE
SUNSHINE BEACH QLD C/- ST ANDREWS CONSTRUCTION 2 OF 17
Page 3
VILLA 2 Ground Floor 1
SHEET 09
ALFRESCO
TH
NOR POOL
ENTRY FOYER
LOUNGE DINING KITCHEN
GARAGE
ref
LIN
LDY WC WIP
mw
EXISTING BLOCK MASONRY
FENCE
LINE OF UPPER LEVEL ABOVE
STORE ROOM
ART GRASSED
COURTYARD
AREA
SHS STEEL POSTS
VILLA 1 Ground Floor LDY BED 3
BATH
UP UP
LINK
GARAGE
RUMPUS
POOL BED 2 BED 4
EXISTING GROUND FLOOR PLAN
SCALE 1:100(A3)
ISSUE DESCRIPTION DATE GRAHAM GREEN DRAWING TITLE: PROJECT: PROJECT No. REV
THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NOT BE REPRODUCED
A
B
ORIGINAL ISSUE
CLIENT REVIEW CHANGES
25.08.20
25.08.20
(B.Tech, A.D.C. Eng.,QBCC656975)
14 Aquila Court EXISTING GROUND FLOOR EXTENSION/RENOVATIONS IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. c 2020. 220-132 C
Bli Bli Qld 4561
C MODIFIED TO SUIT ENGINEERING 15.09.20 SCALE: DATE: SITE ADDRESS: OWNER/S: SHEET No.:
Mob 0438786080 MR & MRS KOTZEE
66 SOUTHERN CROSS PARADE
DESIGN DRAFTING
Gagman Pty Ltd
QBCC No 1261742 Email - [email protected]
1:100 (A3) AUG 2020
SUNSHINE BEACH QLD C/- ST ANDREWS CONSTRUCTION 3 OF 17
Page 4
1
SHEET 09
VILLA 2 Level 2
TH
NOR
BED 3 BATH BED 2 ENS BED 1
BED 4
DECK
WIR
ENS
POWDER
DINING
BED 1
VILLA 1 Level 2
WIR WIR
UP STUDY NOOK
ENTRY
FOYER
ROOFTOP GARDEN
UP
LIVING
KITCHEN ALFRESCO
DECK
HOME OFFICE/STORE
EXISTING UPPER FLOOR PLAN
SCALE 1:100(A3)
ISSUE DESCRIPTION DATE GRAHAM GREEN DRAWING TITLE: PROJECT: PROJECT No. REV
THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NOT BE REPRODUCED
A
B
ORIGINAL ISSUE
CLIENT REVIEW CHANGES
25.08.20
25.08.20
(B.Tech, A.D.C. Eng.,QBCC656975)
14 Aquila Court EXISTING UPPER FLOOR EXTENSION/RENOVATIONS IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. c 2020. 220-132 C
Bli Bli Qld 4561
C MODIFIED TO SUIT ENGINEERING 15.09.20 SCALE: DATE: SITE ADDRESS: OWNER/S: SHEET No.:
Mob 0438786080 MR & MRS KOTZEE
66 SOUTHERN CROSS PARADE
DESIGN DRAFTING
Gagman Pty Ltd
QBCC No 1261742 Email - [email protected]
1:100 (A3) AUG 2020
SUNSHINE BEACH QLD C/- ST ANDREWS CONSTRUCTION 4 OF 17
Page 5
NORTH VIEW
SOUTH VIEW
ISSUE DESCRIPTION DATE GRAHAM GREEN DRAWING TITLE: PROJECT: PROJECT No. REV
THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NOT BE REPRODUCED
A
B
ORIGINAL ISSUE
CLIENT REVIEW CHANGES
25.08.20
25.08.20
(B.Tech, A.D.C. Eng.,QBCC656975)
14 Aquila Court EXISTING ELEVATIONS EXTENSION/RENOVATIONS IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. c 2020. 220-132 C
Bli Bli Qld 4561
C MODIFIED TO SUIT ENGINEERING 15.09.20 SCALE: DATE: SITE ADDRESS: OWNER/S: SHEET No.:
Mob 0438786080 MR & MRS KOTZEE
66 SOUTHERN CROSS PARADE
DESIGN DRAFTING
Gagman Pty Ltd
QBCC No 1261742 Email - [email protected]
1:100 (A3) AUG 2020
SUNSHINE BEACH QLD C/- ST ANDREWS CONSTRUCTION 5 OF 17
Page 6
EAST VIEW
WEST VIEW
ISSUE DESCRIPTION DATE GRAHAM GREEN DRAWING TITLE: PROJECT: PROJECT No. REV
THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NOT BE REPRODUCED
A
B
ORIGINAL ISSUE
CLIENT REVIEW CHANGES
25.08.20
25.08.20
(B.Tech, A.D.C. Eng.,QBCC656975)
14 Aquila Court EXISTING ELEVATIONS EXTENSION/RENOVATIONS IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. c 2020. 220-132 C
Bli Bli Qld 4561
C MODIFIED TO SUIT ENGINEERING 15.09.20 SCALE: DATE: SITE ADDRESS: OWNER/S: SHEET No.:
Mob 0438786080 MR & MRS KOTZEE
66 SOUTHERN CROSS PARADE
DESIGN DRAFTING
Gagman Pty Ltd
QBCC No 1261742 Email - [email protected]
1:100 (A3) AUG 2020
SUNSHINE BEACH QLD C/- ST ANDREWS CONSTRUCTION 6 OF 17
Page 7
3
SHEET 09
ALFRESCO
POOL
ENTRY FOYER
TH
NOR
PROPOSED LINK BREEZEWAY ROOF
LOUNGE DINING KITCHEN TO SPAN FROM VILLA 1 TO VILLA 2 UPPER
WALL/ROOF LINES WITH TIMBER
DECK FLOOR UNDER AND THROUGH
GARAGE NEW OPENING IS PARTY WALL. EXISTING
JOIN NEATLY WITH EXISTING
ALFRESCO SLAB AS PRACTICAL FEATURE PORTAL FRAMES TO BE REMOVED
AS POSSIBLE TBC ON SITE OR MODIFIED TO SUIT
LIN
PROPOSED DECK OVER PREVIOUSLY ART GRASSED
COURTYARD AREA. END OF DECK TO SUIT LDY WC WIP
STEPUP IN GROUND LEVEL TBC ON SITE
CUT OPENING IN EXISTING BLOCK WALL
(3.0m WIDE) WITH SLIDING SCREEN 3000 EXISTING BLOCK PARTY WALL
DOOR TO SUIT LOCATION APPROX ONLY
2 STORE ROOM
SHEET 09
LINE OF EXISTING FLOOR
PROPOSED ABOVE
TIMBER DECK
555mm STEPDOWN APPROX DECK TO SUIT
DECK EXTENDED TO MATCHING LEVEL OF FLOOR WITH
STEP IN GROUND LEVEL VILLA 2 IF PRACTICAL
LDY BED 3
BATH
RELOCATE/CONCEAL
EXISTING AIR CONDITIONER
UNITS TO SUIT DECK
LINK
GARAGE
RUMPUS
POOL BED 2 BED 4
EXPOSED PLUMBING ABOVE TO BE CONCEALED WITHIN
NEW BULKHEAD SOFFIT LINING TBC BY BUILDER
PROPOSED GROUNDFLOOR PLAN
SCALE 1:100(A3)
ISSUE DESCRIPTION DATE GRAHAM GREEN DRAWING TITLE: PROJECT: PROJECT No. REV
THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NOT BE REPRODUCED
A
B
ORIGINAL ISSUE
CLIENT REVIEW CHANGES
25.08.20
25.08.20
(B.Tech, A.D.C. Eng.,QBCC656975)
14 Aquila Court PROPOSED GRD FLOOR EXTENSION/RENOVATIONS IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. c 2020. 220-132 C
Bli Bli Qld 4561
C MODIFIED TO SUIT ENGINEERING 15.09.20 SCALE: DATE: SITE ADDRESS: OWNER/S: SHEET No.:
Mob 0438786080 MR & MRS KOTZEE
66 SOUTHERN CROSS PARADE
DESIGN DRAFTING
Gagman Pty Ltd
QBCC No 1261742 Email - [email protected]
1:100 (A3) AUG 2020
SUNSHINE BEACH QLD C/- ST ANDREWS CONSTRUCTION 7 OF 17
Page 8
3
SHEET 09
REFER VILLA 2 BATHROOM
DETAILED PLAN
VILLA 2 Level 2
TH
NOR
NEW BTH
RELOCATED
SHR
BED 3 BED 2 ENS BED 1
BED 4
RENO
BATH
WIR PROPOSED
COVERED
90
LINK ROOF
90
1000 2090 90 4714 90 1265 4000 165
1600 90 1490 90 4714 90 1175 90 4000 165
2
SHEET 09
NEW RENOVATED ENSUITE
1800
RELOCATED NEW SHR
POWDER BTH
ROOM
OPTIONAL OBS GLASS TO
90 1245 90
90
EXISTIGN LVR GLAZING
EXISTING
VILLA 1 Level 2 BED 1
NEW
2190
820
RENOVATED
NEW WIR
820
RELOC
REF/CAB
90
ENTRY NEW
FOYER 820
ROOFTOP GARDEN
KITCHEN
HOME OFFICE/STORE
REFER BED 1 ENSUITE WIR
DETAILED PLAN
PROPOSED UPPER FLOOR PLAN DUCTED AIR VERTICAL DUCT AND CEILING BULKHEADS
TO BE ADJUSTED AS REQURIED TO SUIT NEW LAYOUT
SCALE 1:100(A3)
ISSUE DESCRIPTION DATE GRAHAM GREEN DRAWING TITLE: PROJECT: PROJECT No. REV
THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NOT BE REPRODUCED
A
B
ORIGINAL ISSUE
CLIENT REVIEW CHANGES
25.08.20
25.08.20
(B.Tech, A.D.C. Eng.,QBCC656975)
14 Aquila Court PROPOSED UPPER FLOOR EXTENSION/RENOVATIONS IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. c 2020. 220-132 C
Bli Bli Qld 4561
C MODIFIED TO SUIT ENGINEERING 15.09.20 SCALE: DATE: SITE ADDRESS: OWNER/S: SHEET No.:
Mob 0438786080 MR & MRS KOTZEE
66 SOUTHERN CROSS PARADE
DESIGN DRAFTING
Gagman Pty Ltd
QBCC No 1261742 Email - [email protected]
1:100 (A3) AUG 2020
SUNSHINE BEACH QLD C/- ST ANDREWS CONSTRUCTION 8 OF 17
Page 9
VILLA 2 VILLA 1
600
Section 1 EXISTING PARTY WALL
BETWEEN VILLAS
NEW BED 1 WIR RENOTAVIONS
WITH AIR CON DUCTING MODIFIED TO SUIT
1 1 : 100 NEW BED 1 ENSUITE RENOVATIONS
NEW BREEZEWAY LINK ROOF NEW BREEZEWAY LINK ROOF
2 DEG TRIMDEK PITCH TO BRIDGE BETWEEN VILLA 2 DEG TRIMDEK PITCH TO BRIDGE BETWEEN VILLA
WALL FACES GUTTER AND DOWNPIPE VILLA 1 WALL FACES
TO DISCHARGE TO EXISTING
VILLA 2
EXISTING SUPPORT FRAME FOR
ROOF ABOVE TO BE REMOVED TO SUIT
ACCESS REQUIREMENTS BETWEEN
VILLAS - NEW BEAM ABOVE
3000
EXISTING ROOF AND
LINKING DECK LEVEL TO SUIT FEATURE POSTS REMOVED
AND MATCH VILLA 2 FLOOR LEVEL AND NEW ROOF BEAMS
SPANNING BETWEEN
600
VILLA FRAMING
NEW OPENING CUT INTO EXISTING
Section 2 BLOCK PARTY WALL WITH SLIDING PRIVACY GATE
AS REQUIRED Section 3 STEPS AS REQUIRED
LINKING DECK LEVEL TO SUIT
AND MATCH VILLA 2 FLOOR LEVEL
2 1 : 100
STEPS AS REQUIRED
NEW TIMBER DECK FRAMED OVER
3 1 : 100
PREVIOUSLY ART GRASSED COURTYARD AREA NEW OPENING CUT INTO EXISTING
BLOCK PARTY WALL WITH SLIDING PRIVACY GATE
AS REQUIRED
ISSUE DESCRIPTION DATE GRAHAM GREEN DRAWING TITLE: PROJECT: PROJECT No. REV
THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NOT BE REPRODUCED
A
B
ORIGINAL ISSUE
CLIENT REVIEW CHANGES
25.08.20
25.08.20
(B.Tech, A.D.C. Eng.,QBCC656975)
14 Aquila Court SECTIONS EXTENSION/RENOVATIONS IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. c 2020. 220-132 C
Bli Bli Qld 4561
C MODIFIED TO SUIT ENGINEERING 15.09.20 SCALE: DATE: SITE ADDRESS: OWNER/S: SHEET No.:
Mob 0438786080 MR & MRS KOTZEE
66 SOUTHERN CROSS PARADE
DESIGN DRAFTING
Gagman Pty Ltd
QBCC No 1261742 Email - [email protected]
1:100 (A3) AUG 2020
SUNSHINE BEACH QLD C/- ST ANDREWS CONSTRUCTION 9 OF 17
Page 10
1000 90 510 90 1490 90 4714 90 1265 4000 165
1600 90 1490 90 4714 90 1175 90 4000 165
EXISTING ROOF STRUCTURE ON PORTAL FRAMES. FRAMES CUT BACK
AND DOORWAY LOCATION AND SUPPORTED WITH NEW
CROSS BEAM TBC ON SITE
NEW BREEZEWAY ROOF LAPPING
OVER EXISTING VILLA 2 ROOF LINE
NEW FRAMELESS FIXED GLASS
EXISTING GLAZING SHOWER SCREEN WITH OPEN
ADJUSTED TO SUIT WALL ENTRY FROM EACH END
BETWEEN NEW SHOWER LOCATION WITH NEW LONGER DOUBLE VANITY UNIT AND BASINS
FLOOR GRADED TO WASTE
AS REQUIRED 2370 5189
NEW FREE STANDING
BATH TBC
NEW TILED FLOORS AND RENOVATED ENSUITE
WALLS WITH WETSEAL AS NEW
1800
REQUIRED NEW NEW WC IN EXISTING WC LOCATION
BTH
SHR
RELOCATED
POWDER ROOM
EXISTING LVRS FIXED WITH
OBS GLASS (OPTIONAL)
90
90
90
EXISTING
BED 1
500
500
1245
1245
NEW POWEDER
VANITY
745
NEW
820
1190
2190
RENOVATED
WIR
90
90
NEW
820
855
RELOC
REF/CAB
500
90
90
NEW
820
EXISTING WALLS REMOVED
AND PLASTER SET TO MAKE GOOD
CUT IN NEW DOORWAY
RELOCATED REF RECESS
ACCESS TO BED 1
WITH CABINETWORK TO SUIT
EXISTING AIR CON DUCTING IN CUPBOARD
AND CEILING TO BE MODIFIED TO SUIT NEW LAYOUT
PROPOSED BED 1
ENSUITE/WIR/POWDER
ROOM DETAILED PLAN
SCALE 1:50(A3)
ISSUE DESCRIPTION DATE GRAHAM GREEN DRAWING TITLE: PROJECT: PROJECT No. REV
THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NOT BE REPRODUCED
A
B
ORIGINAL ISSUE
CLIENT REVIEW CHANGES
25.08.20
25.08.20
(B.Tech, A.D.C. Eng.,QBCC656975)
14 Aquila Court BED 1 DETAILED PLAN EXTENSION/RENOVATIONS IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. c 2020. 220-132 C
Bli Bli Qld 4561
C MODIFIED TO SUIT ENGINEERING 15.09.20 SCALE: DATE: SITE ADDRESS: OWNER/S: SHEET No.:
Mob 0438786080 MR & MRS KOTZEE
66 SOUTHERN CROSS PARADE
DESIGN DRAFTING
Gagman Pty Ltd
QBCC No 1261742 Email - [email protected]
1:50 (A3) AUG 2020
SUNSHINE BEACH QLD C/- ST ANDREWS CONSTRUCTION 10 OF 17
Page 11
SHOWER REMOVED
BASE ADJUSTED TO SUIT
VILLA 2 Level 2
SHOWER RELOCATION AND INSTALLATION
OF NEW BATH
NEW BTH
NEW TAPEWARE TO NEW
BATH AND RELOCATED
NEW FIXED GLASS SHOWER LOCATION
FRAMELESS
RELOCATED
SHR
NEW FULL HEIGHT WALL
TILING TO ALL WALLS FLOOR GRADED TO SINGLE
WASTE OUTLET
RENO
BATH
NEW FLOOR TILING AND
WETSEAL TO SUIT NEW VANITY AND BASIN
NEW WORKS LENGTH TO SUIT REDUCED
WALL LENGTH
EXISTING WC
PROPOSED VILLA 2 BATHROOM
DETAILED FLOOR PLAN
SCALE 1:50(A3)
NEW SKILLION BREEZEWAY ROOF
BRIDGING BETWEEN VILLAS (EXISTING REMOVED)
GATEWAY TO VILLA 2 NEW TIMBER DECK
NEW OPENING IN BLOCK WALL
WITH PRIVACY SLIDING SCREEN DOOR
(3.0m WIDE APPROX)
EXISTING FEATURE COLUMNS FOR EXISTING ROOF
NEW LINKING DECK FLOOR TO BE MODIFIED TO SUIT ACCESS BETWEEN VILLAS TBC BY BUILDER WITH OWNERS
ISSUE DESCRIPTION DATE GRAHAM GREEN DRAWING TITLE: PROJECT: PROJECT No. REV
THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NOT BE REPRODUCED
A
B
ORIGINAL ISSUE
CLIENT REVIEW CHANGES
25.08.20
25.08.20
(B.Tech, A.D.C. Eng.,QBCC656975)
14 Aquila Court VILLA 2 BATHROOM EXTENSION/RENOVATIONS IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. c 2020. 220-132 C
Bli Bli Qld 4561
C MODIFIED TO SUIT ENGINEERING 15.09.20 SCALE: DATE: SITE ADDRESS: OWNER/S: SHEET No.:
Mob 0438786080 MR & MRS KOTZEE
66 SOUTHERN CROSS PARADE
DESIGN DRAFTING
Gagman Pty Ltd
QBCC No 1261742 Email - [email protected]
1:50 (A3) AUG 2020
SUNSHINE BEACH QLD C/- ST ANDREWS CONSTRUCTION 11 OF 17
Page 12
GENERAL 1, THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS DRAWINGS AND SPECIFICATIONS. 2. BEFORE PROCEEDING WITH THE WORKS ANY DISCREPANCIES IN THE ENGINEERING DRAWINGS SHALL BE REFERRED FOR DECISION TO THE ENGINEER. 3. SETTING OUT DIMENSIONS AND SIZES OF STRUCTURAL MEMBERS OR ELEMENTS SHALL NOT BE OBTAINED BY SCALING THE STRUCTURAL DRAWINGS 4, ANY SETTING OUT DIMENSIONS SHOWN ON THE ENGINEERING DRAWINGS SHALL BE CHECKED BY THE CONTRACTOR BEFORE CONSTRUCTION WORKS COMMENCES. 5. DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTANED IN A STABLE CONDITION. CONSTRUCTION LOADS MUST NOT EXCEED THE CAPACITY OF THE STRUCTURE AT THE TIME OF LOADING. IF IN DOUBT ASK THE ENGINEER. 6. _ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE THE REQUIREMENTS OF THE CURRENT EDITIONS INCLUDING AMENDMENTS OF THE RELEVANT SAA CODES OF PRACTICE, EXCEPT AS VARIED BY THE CONTRACT DOCUMENTS AND OF THE BY-LAWS OF THE LOCAL GOVERNMENT AUTHORITY. 7. WIND LOADS FOR THIS PROJECT HAVE BEEN DETERMINED IN ACCORDANCE WITH AS1170.1 - 2002 8 PERMANENT, IMPOSED AND OTHER LOADS (DEAD & LIVE) FOR THIS PROJECT HAVE BEEN DETERMINED IN ACCORDANCE WITH AS1170.2 - 2002. 9. A SITE CLASSIFICATION FOR THIS PROJECT WAS DETERMINED IN ACCORDANCE WITH AS2870 - 1996 SITE CLASS FOUNDATIONS ‘Surface Movement (ys) 7 SUGHTLY REACINE CLAY SITES, WITH. ONLY SUGHT GROUND CUSS ~ S WOVEMENT FROM MOISTURE CHANGES oeys<zo ~ MODERATELY REACIVE CLAY OR SILT STES WHICH CAV EXPERIENCE CUSS = M MODERATE GROUND MOVEMENT FROM MOISTURE CHANGES, do<1S<40 ~ HIGHLY REACINE CIAY SITES, WHICH CAN EXPERIENCE. HGH CUSS ~ P| GROUND MOVEMENT FROM MOISTURE. CHANGES. 40<¥S<60 HIGHLY REACTIVE CLAY SITES, WHICH CAN EXPERIENCE. HIGH GUSS ~ H2 | GROUND MOVENENT FROM MOISTURE CHANGES. S0<¥S<75 _ ATREWELY REACTVE. SITES, WHICH CAN EXPERIENCE. EXTREME GLASS - E GROUND MOVEMENT FROM MOSSTURE CHANGES, 75 CUSS = Ato P_| FILED STES. WARES STES WHICH INCLUDE SOFT SOLS SUCH AS SOFT CLAY OR SIT OR CLASS - P LOOSE SDS, UNDSL, Me SUBSIDENCE: COLLAPSING _ SOILS: SOIL SUBJECT TO TO EROSION; REACTIVE SHES SUBJECT 0 ABNORMAL WT COMDMONS OR SES WHGR-CAWOT BE CLSSPLD EARTHWORKS NOTES: WHERE. ANY FILLING IS CARRIED OUT ON THE SITE AFTER THE COMPLETION OF THE SITE INVESTIGATION, THE FOLLOWING RECOMMENDATION SHALL BE FOLLOWED:— 1. THE SITE SHALL BE STRIPPED OF ALL VEGETATION PRIOR TO THE PLACEMENT OF ANY FILLING MATERIAL. 2. COMPACTION STANDARDS FOR FILLING MATERIAL A. Controlled Filling (A) SAND FILLING UP TO 800 DEEP, PLACED IN MAXIMUM 300 THICK LAYERS AND COMPACTED WITH A VIBRATING ROLLER TO ACHIEVE A MINIMUM DYNAMIC CONE PENETROMETER READING OF 5 BLOWS PER 300 PENETRATION (REFER AS 1289,F3.3). SAND FILL MAY BE FLOODED IF NECESSARY TO ACHIEVE THIS COMPACTION STANDARD, PROVIDED THE WATER CAN SUBSEQUENTLY BE DRANED FROM THE SITE. (8) NON-SAND FILUNG UP TO 400 DEEP, PLACED IN MAXIMUM 150 THICK LAYERS AND COMPACTED WITH A MECHANICAL ROLLER. CLAY FILL SHALL BE MOIST DURING COMPACTION. (C) CONTROLLED FILUNG SHALL CONTINUE FOR AT LEAST 1 METRE PAST THE EDGE OF THE FOOTING BEAM AND SHALL BE BATTERED BACK TO THE ORIGINAL SURFACE WITH A SLOPE OF NO MORE THAN 1:2 (VERT : HOR). (0) WHERE THE DEPTH OF FILUNG MATERIAL EXCEEDS THAT SPECIFIED ABOVE, THE FILLING MATERIAL SHALL BE COMPACTED AS FOLLOWS:— ‘SAND FILL TO 65% DENSITY INDEX IN ACCORDANCE WITH AS1289.66.1 NON-SAND FILL TO 95% MAXIMUM DRY DENSITY (STANDARD COMPACTION) IN ACCORDANCE WITH AS1289 - 5.4.1 COMPACTION TESTS SHALL BE CARRIED OUT ON EACH LAYER AS THE FILLING IS PLACED. IF THE COMPACTION STANDARD SPECIFIED IS NOT ACHIEVED, THEN A "PIER AND SLAB” AND “PIER AND BEAM” FOOTING DESIGN SHALL BE ADOPTED WITH ALL PIERS FOUNDED ON THE UNDERLYING NATURAL MATERIAL. B._Track or Rolled Filling (A) SAND FILLING UP TO 600 DEEP, PLACED IN MAXIMUM 300 THICK LAYERS AND COMPACTED BY REPEATED ROLLING WITH AN EXCAVATOR. (B) NON-SAND FILING UP TO 600 DEEP, PLACED IN MAXIMUM 150 THICK LAYERS AND COMPACTED BY REPEATED ROLLING WITH AN EXCAVATOR, OR ITEM OF COMPACTION PLANT. (C) WHERE THE DEPTH OF FILLING MATERIAL EXCEEDS THAT SPECIFIED ABOVE, THE FILLING MATERIAL SHALL BE COMPACTED AS FOLLOWS:— SAND FILL TO 65% DENSITY INDEX IN ACCORDANCE WITH AS1289.E6.1 NON-SAND FILL TO 95% MAXIMUM DRY DENSITY (STANDARD COMPACTION) IN ACCORDANCE WITH AS1289 - 5.4.1 COMPACTION TESTS SHALL BE CARRIED OUT ON EACH LAYER AS THE FILLING IS PLACED. IF THE COMPACTION STANDARD SPECIFIED IS NOT ACHIEVED, THEN A “PIER AND SLAB” AND “PIER AND BEAM” FOOTING DESIGN SHALL BE ADOPTED WITH ‘ALL PIERS FOUNDED ON THE NATURAL UNDERLYING MATERIAL. FORM 15 CERTIFYING RPEQ ENGINEER BLACKALL_ RANGE CONSULTING ENGINEER Consulting Civil, Structural and Geotechnical Engineer Po Box 342 Campbell J Foster Wenlion OLD, 4550, BEng(Civil), MIEAust., (60975), CPEng, RPEQ (7728) (07) 5: 7332 (Fax) 0419 140465 (Mobile) RESIDENTIAL & LIGHT COMMERCIAL FOOTINGS — CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WH THE REQUIREMENTS OF THE RELEVANT CURRENT AUSTRALAN STANDARD CODES (AS3600-2001 & AS2870-1996), BUILDING BY-LANS AND THE ORDINANCES OF THE RELEVANT LOCAL AUTHORITY. 2. CONCRETE FOOTINGS AND SLAB (DUE TO EXPOSURE) 1) CONCRETE CLASS ~ MINIMUM 20 MPA AT 28 OAYS SLAB ON GROUND WITH — 20 NOMINAL WAXINUM AGGREGATE SIZE DAMP-PROOF NEMBRANE — 80 WAXINUM SLUMP +/—10MM ll) CONCRETE CLASS — MINIMUM 25 MPA AT 28 DAYS FOOTING NON-AGGRESSNE — 20 NOMINAL MAXIMUM AGGREGATE SIZE So = 80 MAXIMUM SLUMP +/—1ONM Il) CONCRETE. CLASS — MINIMUM 32 MPA AT 28 DAYS FOOTING-AGGRESSNE SOIL (1KM - 50 KM FROM COASTLINE) IV) CONCRETE CLASS FOOTING-AGGRESSNE SOIL (UPTO 1KM FROM COASTLINE) V) CONCRETE CLASS SUSPENDED SLAB — 20 NOMINAL MAXIMUM AGGREGATE SIZE ~ 80 MAXIMUM SLUMP +/—10WM — MINIMUM 40 MPA AT 28 DAYS — 20 NOMINAL MAXIMUM AGGREGATE SIZE 80 MAXIMUM SLUMP +/—-10WM — MINIMUM 32 MPA AT 28 DAYS FOR INTERNAL SLABS — MINIMUM 40 MPA AT 28 DAYS FOR EXTERNAL SLABS — 20 NOMINAL MAXIMUM AGGREGATE SIZE ~ 80 MAXIMUM SLUMP +/-10WM — MINIMUM 20 MPA AT 28 DAYS ~ MINIMUM 25 MPA AT 28 DAYS — MINIMUM 25 MPA AT 28 DAYS ~ MINIMUM 32 MPA AT 28 DAYS ~ MINIMUM 40 MPA AT 28 DAYS — 25 TO UPPER FACE OF INTERNAL SLABS -0 +5MM — 45 FOR EXTERNAL EXPOSURE — 30 TO A MEMBRANE IN CONTACT WITH THE GROUND 5. _ MINIMUM LAPS AND SPLICES FOR REINFORCEMENT ~ 40 TO UNPROTECTED GROUND (A) SLAB FABRIC — 225 WINIMUM OVERLAP OF TRANSVERSE BARS AT ALL EDGES (8) TRENCH MESH — 500 SPLICES IN ALL FOOTING BEAMS — LAPS AT INTERSECTIONS AS PER THE DESIGN DRAWINGS — 500 SPLICES IN ALL FOOTING BEAMS PROVIDE “L” BARS AT ALL BEAM INTERSECTIONS WITH 500 LAP TO EACH LEG 6. REPLACES SHALL BE SUPPORTED ON SLAB THICKENING EXTENDING 300 PAST THE EDGES OF THE MASONRY, AND REINFORCED WITH F72 MESH TOP AND BOTTOM. SLAB THICKENING SHALL BE 150 THICK FOR SINGLE STOREY CONSTRUCTION "AND 200 THICK FOR TWO STOREY CONSTRUCTION. 7. REINFORCING MESH MAY BE REDUCED TO F72 FOR SLABS UNDER 18M IN LENGTH ON "S” SITES 8. WHERE THE FLOOR SLAB IS TO BE TILED, THE FOLLOWING RECOMMENDATIONS ARE MADE, IN ORDER TO WINIMISE THE EFFECT OF SHRINKAGE:— — F92 SLAB MESH (OR EQUIVALENT) SHOULD BE PROMIDED 3. CONCRETE SLAB (DUE TO ABRASION) |) FOOTPATHS & RESIDENTIAL DRNEWAYS ll) COWMERCIAL/INDUSTRAL FLOORS NO VEHICULAR TRAFFIC IM) LIGHT PNEUMATIC TYRED TRAFFIC UP TO 3 T IM) OTHER PNEUMATIC TYRED TRAFFIC OVER 3 T V) NON-PNEUMATIC TYRED TRAFFIC 4, MINIMUM COVER TO REINFORCEMENT (0) REINFORCING BARS Construction Joints & Penetrations 9, CONSTRUCTIONS JOINTS OR POUR BREAKS WHERE NOT SHOWN ON THE APPROVED PLANS OR DETALS SHALL BE LOCATED AND FORMED TO THE APPROVAL OF THE ENGINEER. 10. NO PENETRATIONS, RECESSES OR CHASES OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT THE APPROVAL OF THE ENGINEER. 11. AT PENETRATIONS IN SLABS UNLESS OTHERWISE DETALED REINFORCEMENT MUST NOT BE CUT BUT SHALL BE GATHERED EQUALLY TO EACH SIDE OF THE PENETRATIONS AND EXTRA REINFORCEMENT PROVIDED BETWEEN THE PENETRATIONS AS DIRECTED BY THE ENGINEER. Reinforcement Placement 12. REINFORCEMENT IS PRESENTED DIAGRAMMATICALLY. IT IS NOT NECESSARILY SHOWN IN TRUE PROJECTION. 13. PROVIDE THE ENGINEER WITH 24 HOURS NOTICE OF REINFORCEMENT BEING READY FOR INSPECTION. NO CONCRETE IS TO BE POURED WITHOUT THE APPROVAL OF THE ENGINEER. 14. SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE POSITIONS SHOWN WHERE LAP LENGTH IS NOT SHOWN IT SHALL BE SUFFICIENT TO DEVELOP THE FULL STRENGTH OF THE REINFORCEMENT. 15. WELDING OF REINFORCEMENT WILL ONLY BE PERMITTED WITH THE PRIOR APPROVAL OF THE ENGINEER. 16. REINFORCEMENT MUST NOT BE CONTINUOUS THROUGH CONSTRUCTION JOINTS. 17, SPACEMENT OF SUFFICIENT “STOOLS” UNDER MAN BOTTOM REINFORCEMENT BAR AND TOP CROSS BAR IN SLABS TO ALLOW ADEQUATE SUPPORT IN CORRECT POSITION DURING CONCRETING (NOT GREATER THAN 900MM SPACING'S). . SUPPLY AND LAY STEEL FABRIC IN FLAT SHEETS AT SPLICES, FABRIC SHALL BE LAPPED AS SPECIFIED OF IN ACCORDANCE WITH AS3600. = 1 xs Reinforcement 49. REINFORCEMENT SYMBOLS: N GRADE 500 MPA DEFORMED BAR SL GRADE 500 MPA DEFORMED SLAB MESH Y GRADE 410 MPA DEFORMED BAR ‘A GRADE 250 MPA DEFORMED BAR - POOLS CONSTRUCTION R GRADE 250 MPA PLAN BAR Curing & Placement of Concrete 20, SLABS TO BE CURED AND KEPT MOIST FOR 7 DAYS (MIN.) 21. NO CONCRETE TO BE POURED WHEN SITE TEMPERATURE EXCEEDS 35° C OR FALLS BELOW 5 C. Grouting 21. GROUTING UNDER BASE PLATES SHALL BE THE RESPONSIBILTY OF THE STEELWORK ERECTION CONTRACTOR, ROUTING THICKNESS SHALL BE NOMINALLY 40MM UN.O 22. GROUT FOR BASE PLATES SHALL BE MINIMUM SOMPA COMPRESSNE STRENGTH, AND BE A PROPRIETARY PRODUCE SUCH AS FOSROC, CONBEXTRA HF OR EMBERCON MASTERFLOW, OR EQUNALENT AND APPROVED. 23, BASE PLATES SHALL BE SUPPORTED BEFORE GROUTING BY GALVANISED STEEL PACKERS COVERING NOT LESS THAN 10% OF THE BEARING AREA. ACCESS FOR GROUTING MUST NOT BE BLOCKED BY PACKERS. THE STEEL ERECTION CONTRACTOR SHALL PROMIDE ALL FASTENERS, SITE CLEATS, PACKERS, SHIMS, WEDGES AND LANDING STOOLS, AND THE LIKE NECESSARY FOR THE EFFICIENT AND SAFE ERECTION OF THE STEEL WORKS. TIMBER NOTES: 1, ALL TIMBER DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH AS1720 & AS1684 U.N.O. 2. SOFTWOOD SHALL BE MIN. STRESS GRADE F5 U.N.0. HARDWOOD SHALL BE MIN. STRESS GRADE F14 U.N.O. 3. EXTERNAL TIMBER SHALL BE EITHER HARDWOOD - DURABILITY CLASS | OR ll, OR IMPREGNATED PINE GRADE 7, PRESSURE TREATED TO AS1604 AND RE-DRIED PRIOR TO USE. SUPPLEMENTARY TREATMENT SHALL BE APPLIED TO ALL CUT SURFACES. DETAILS OF PRESERVATIVE TREATMENT SHALL BE PROVIDED TO THE ENGINEER. 4, TIMBER TRUSSES SHALL SUPPLIED BE PRE-CAMBERED AN AMOUNT EQUAL TO THE APPLIED DEAD LOAD DEFLECTION. THEE (3) COPIES OF THE “SHOP” DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER FOR CHECKING AND FOR SUBMISSION TO THE LOCAL GOV. AUTHORITY. THE DESIGN LOADS ON ROOF, CEILING, TRUSS NODE POINTS AND ‘AMOUNT OF PRE-CAMBER PROVIDED ARE TO BE CLEARLY SHOWING ON DRAWINGS. 5. ALL BOLTS IN TIMBER CONSTRUCTION SHALL BE MINIMUM M12 U.N.O AND BOLTS, NUTS AND WASHERS SHALL BE HOT DIP GALVANISED. BOLT HOLES DRILLED IN TIMBER SHALL BE EXACT SIZE FOR BOLTS. WASHERS UNDER BOLT HEAD AND NUTS SHALL BE AT LEAST 2.5 TIMES BOLT DIAMETER. 6. TIMBER DIMENSIONS ON THE FINISH WIDTH AND THICKNESS OF TIMBER TO BE: A. SEASONED SOFTWOOD = +5.0, -0 MM B. UNSEASONED SOFTWOOD —>F7 +5.0, -3 WM, <F7 +2.0, -4.0 MM C. SEASONED HARDWOOD = +2.0, -0 WM D. —UNSEASONED HARDWOOD = +3.0, -3 MM (REFERENCE ALSO CLAUSE 1.6.2 IN AS2082) 7, ALL TIMBER JOINTS AND NOTCHES SHALL BE 100MM MINIMUM AWAY FROM LOOSE KNOTS, SEVERE SLOPING GRAIN GUM VEINS OR OTHER MINOR DEFECTS. 8. ALL DETAILS NOT SHOWN ON THE ENGINEERING DRAWINGS SHALL BE IN ACCORDANCE WITH AS1684 - 1996 RESIDENTIAL TIMBER FRAMING CODE AND BEST PRACTICES. 9. ROOF TRUSSES ‘A DESIGN CERTIFICATE IS T0 BE PROVIDED PRIOR TO TRUSS MANUFACTURE AND SIGNED BY TRUSS ENGINEER (RPEQ). ONCE THE TRUSSES ARE INSTALLED THE TRUSS ENGINEER SHALL PROVIDE A CERTIFICATE INDICATING THAT THE TRUSSES HAVE BEEN INSTALLED AS REQUIRED. THE CERTIFICATE SHOULS ALSO INDICATE AND COVER ALL BRACING AND TIE-DOWN REQ'D. R RAI WOR 1. ALL STEELWORK AND MATERIALS SHALL BE IN ACCORDANCE WITH AS4100 UNO. 2. ALL WELDING TO BE IN ACCORDANCE WITH AS1554 EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS, OR PROJECT DRAWINGS. ALL WELDS SHALL BE UNDERTAKEN BY A QUALIFIED AND CERTIFIED WELDER IN ACCORDANCE WITH AS 1554. ALL WELDING SHALL BE 6MM CONTINUOUS FILLET WELDS UN.O USING E48XX ELECTRODES, STRUCTURAL PURPOSE (S.P) WELDS. BUTT WELDS SHALL BE QUALIFIED, COMPLETE PENETRATION FULL STRENGTH BUTT WELDS TO AS 1554 PART 1 UNLESS NOTED OTHERWISE, ALL HOT ROLLER STEEL SECTIONS SHALL BE GRADE 300 IN ACCORDANCE WITH AS 3678 & 3679.1. AS 1163 FOR RHS SECTIONS - GRADE 350 MINIMUM ‘AS 1163 FOR CHS SECTIONS - GRADE 350 MINIMUM THE BUILDER SHALL PREPARE FABRICATION DRAWINGS AND SHALL SUBMIT THREE (3) COPIES OF EACH DRAWING FOR APPROVAL. FABRICATION SHALL NOT COMMENCE UNTIL DRAWINGS HAVE BEEN SUBMITTED. . ALL STEELWORK THAT WILL BE EXPOSED TO VIEW SHALL HAVE WELD SPLATTER, FLUX, DAGS AND BURRS REMOVED, AND ALL SEALING AND BUTT WELDS GROUND FLUSH. 1. THE BUILDER SHALL PROVIDE ALL CLEATS AND HOLES FOR FIXING STEEL AND TIMBER TO STEEL AS REQUIRED BY THE DRAWINGS WHETHER OR NOT SHOWN. ‘SURFACE TREATMENT OR COATINGS oe ~ e ~ @ ELEMENT SURFACE PREPARATION TREATMENT OR COATING FINISH (4S 1627 - PART) ALL INTERNAL ELEMENTS ABRASIVE BLAST, HAND CLEAN — /ALKYD ZINC PHOSPHATE PRIMER-TYPE 1 ISEE ARCHITECTS SPECS. EXCEPT GALV. PURLINS |AND POWER WIRE BRUSH TO (AS 4089) THICKNESS 0.075MM (INTERNAL) CLASS 1 AS1627 EXPOSED STEELWORK ABRASIVE BLAST, HAND CLEAN — ALKYD ZINC PHOSPHATE PRIMER-TYPE 1 ISEE ARCHITECTS SPECS. (INTERNAL) ‘AND POWER WIRE BRUSH TO (AS 4089) THICKNESS 0.075MM CLASS 1 AS1627 TWO COATS FULL GLOSS (AS4025.1) THICKNESS 0.050MM EACH COAT EXPOSED STEELWORK CHEMICAL DEGREASE & ACID HOT DIPPED GALVANIZED ISEE ARCHITECTS SPECS. (EXTERNAL) DESCALE THICKNESS - 350GMS/M2 8 COLD FORMED SECTIONS SHALL COMPLY WITH AS/NZS 4600, ASI594 & ASI595. 9, MINIMUM STEEL YIELD STRESS - PURUNS & GIRTS SHALL BE 450 MPA. 10, ALL PURLINS & GIRTS SECTIONS SHALL HAVE A MINIMUM GALVANIZED STEEL COATING - 350GMS/M2 11. ALL LAPS & BRIDGING SHALL BE IN ACCORDANCE WITH THE MANUFACTURE'S INSTRUCTIONS. 12. UNLESS NOTED, ALL WELDS SHALL BE 6MM CONTINUOUS FILLET (NOTED CFW) CATEGORY GP USING E41XX OR E48XX ELECTRODES. 13. UNLESS NOTED, ALL GUSSET PLATES SHALL BE 10MM. 14. ALL HOLDING DOWN BOLTS SHALL BE EITHER COMMERCIAL BOLTS OR BE MADE FROM MILD STEEL BAR GRADE 250 MPA U.N.O. 15. BOLT DESIGNATION - TYPICAL U.N.O BOLT TYPE COMMENTS 4.6/5 COMMERCIAL BOLTS GRADE 4.6 TO AS1111 - SNUG TIGHTENED 88/S HIGH STRENGTH STRUCTURAL BOLTS GRADE 8.8 10 AS1252 - SNUG TIGHTENED 88/1B HIGH STRENGTH STRUCTURAL BOLTS GRADE 8.8 10 AS1252 - FULLY TENSIONED TO ASIS11 & BEARING JOINT. 88/TF HIGH STRENGTH STRUCTURAL BOLTS GRADE 8.8 TO AS1252 - FULLY TENSIONED TO ASIS11 AS A FRICTION JOINT WITH FACING SURFACE LEFT UNCOATED 16. CONCRETE ENCASED STEELWORK SHALL BE UNPAINTED, FREE FROM ALL LOOSE RUST, LOOSE MILL SCALE, DIRT, OIL, GREASE, ETC. AND THE ENCASEMENT CONCRETE STRENGTH SHALL BE MINIMUM 25 MPA AND COVER OF SSMM. CONCRETE ENCASING SHALL BE CENTRALLY REINFORCED WITH 5 MM WIRE TO AS15303 OR 6 MM STRUCTURAL GRADE BARS TO AS1302 AT 1SOMM PITCH, 17. ALL STEELWORK SHALL BE SECURED USING TEMPORARY BRACING TO STABILISE THE STRUCTURE DURING ERECTION. ISSUE GRAHAM GREEN DESIGN DRAFTING DESCRIPTION DATE ISSUED FOR FORM 15 15.09.20 (B.Tech, A.0.C. Eng, QBCC 656975.) 14 Aquila Court, Bli Bll Qld 4561 = Sj Gagman Pty Ltd Mob 0438786080 QBCC No 1261742 [email protected] DRAWING TITLE: PROJECT: THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NOT BE_REPRODUCED PROJECT No. REV STRUCTURAL NOTES EXTENSIONS/RENOTAVIONS IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. (c) 2020. 220-132 A SCALE: DATE: SITE ADDRESS: 6 SOUTHERN CROSS PARADE| OWNER/S: MR & MRS KOTZEE SHEET No.: 1:100 (a3) | SEPT 2020 SUNSHINE BEACH, QLD C/- ST ANDREWS CONSTRUCTION 12 OF 17
Page 13
LOWER ROOF MEMBERS:-
NO. MGP12 F14 or F17 SPANS
H3 HWD H3
VB1 190x45 175x50 SINGLE
R1 120x45 125x38 SINGLE
RB1 240x45 200x75 SINGLE
Page 14
FLOOR MEMBERS:-
NO. MGP12 F14 or F17 SPANS
H3 HWD H3
B1 175x75 F14 CONTINUOUS
B2 175x50 F14 CONTINUOUS
FJ1 175x50 F14 SINGLE
FJ2 100x50 F14 CONTor SINGLE
PP1 150x50 F14 CONTINUOUS
PP2 150x50 F14 CONTINUOUS
PP3 150x50 F14 CONTINUOUS
[OCR of page images]
FLOOR MEMBERS:-
NO. MGP12 F14 or F17 SPANS
H3 HWD H3
B1 175x75 F14 CONTINUOUS
B2 175x50 F14 CONTINUOUS
FUL 175x50 F14 SINGLE
Fu2 100x50 F14_| CONTor SINGLE
PPi 150x50 F14 CONTINUOUS
PP2 150x50 F14 CONTINUOUS
PP3 150x50 F14 CONTINUOUS
TIMBER FRAMING & CONNECTION NOTE
ALL TIMBER FRAMING CONNECTIONS SHALL
COMPLY WITH THE REQUIREMENTS OF 'AS1684 — N3
TIMBER FRAMING MANUAL. ALTERNATIVE TIMBER SIZES
AND EQUIVALENT CONNECTIONS CONTAINED IN N3
FRAMING MANUAL MAY BE USED IN LIEU OF DETAILS
SHOWN ON PLAN WITH THE COUNCIL INSPECTORS
& ENGINEERS PRIOR APPROVAL.
FORM 15 CERTIFYING RPEQ ENGINEER
BLACKALL RANGE CONSULTING ENGINEER
Consulting Civil, Structural and Geotechnical Engineer
Campbell J Foster
BEng(Civil), MiEAust. (60973), CPEng, RPEQ (7728)
ABN 36 088 070 202
Po Box 342
Mapleton, QLD, 4560
(07) 5445 7375 (Office)
(07) 5445 7332 (Fox)
0419 140465 (Mobile)
VILLA 2 Level 1
|
=
——I
LEVEL & FIXING TBC
ON SITE BY BUILDER
T T T T T T
. EXISTING LOAD BEARING BLOCK WALL PPS EXISTING LOAD BEARING BLOCK WALL
I ]
TTT TTT Prater
i, PR2 | LL et | Fue 450 ors
Bii i Blii i iBT iy |} tig P11 1a continuous span
a ff tt °
Pl rt re | B21 1) B21 |
Bl) || Flee inl ||| LLL OPS.
rd | CONTINUOUS span | | | | Id l
ee
VILLA 1 Level 1 PP Ra
td Pride
= pe PT lo
a
FLOOR FRAMING PLAN
e INDICATES M12 TIE DOWN @ 1200 CTS FASTENED TO FOUNDATIONS OR LOWER STORY BEARERS.
© INDICATES M16 TIE DOWN THAT IS FASTENED TO FOUNDATIONS OR LOWER STORY BEARERS.
x INDICATES M16 BOLT
ISSUE | _ DESCRIPTION DATE f aE ORETING DRAWING TITLE: PROJECT: THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST Nor BE REPRODUCED | PROJECT No. REV
A ISSUED FOR FORM 15 15.09.20 (B.Tech, AD.C. Eng, OBCC 656975.) FLOOR FRAMING PLAN EXTENSIONS/RENOTAVIONS IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. (¢) 2020. 220-132 A
14 Aquila Court,
Se sees SCALE: DATE: SITE ADDRESS: g SOUTHERN CROSS PARADE] OWNER/S: MR. & MRS KOTZEE SHEET No.:
Mob 0438786080 : . 14 0F 17
Ga mon Py tg Hee ratgepcretcom.au 1:100 (A3) SEPT 2020 SUNSHINE BEACH, QLD C/- ST ANDREWS CONSTRUCTION
Page 15
BEFORE YOU DIG
SERVICE LOCATIONS
It is the responsibility of the Foreman to
contact the relevant service authorities
to ascertain the exact location of
services prior to construction.
ENERGY SERVICE PROVIDERS
ERGON.
energex
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS.
Page 16
Horizontal edges
and joins.
Studs to be uD4 &
spaced at 450mm
Inter.
(A
ma
(typical)
1800 min to 2700 max.
Vertical edges
and joins.
each
M12 anchor bolts
at 1200 max. crs.
M12 anchor rods at each end —
and at 1200 max. ctrs.
100
Max.
2-50 x
\ strap
Fix with 6/30x
2.8mm¢ nails
aa
DN Ky * interface.
2-30x0.8 Galvanised strap
Fixed with 6/28 dia. nails
to each end
leg (Typical)
Bracing Wall
2.86 nails
6/3.05mm nails with
blocks to be both sides
of rafter, truss bottom
chord or joist
X
SHEET BRACING (NO RODS
Capacity — Refer Table
Approved Galv.
steel angle brace
75mm masonry nail
(hand driven at slab edge),
screw or bolt at not more
SHEAR BLOCK Si — 1 STRAP — CAPACITY 4.9kN
SHEAR BLOCK S2 — 2 STRAPS — CAPACITY 9.8 kN
(BRACING WALL TO EXTERNAL WALL)
TECO METAL BRACE DETAIL
than
Capacity - 1.5kN/m
Horizontal edges
land joins.
Studs to be JD4 &
spaced at 450mm
(typical)
Inter.
KJ]
ng
ty
Vertical edges
side of nogging
Gap to truss
and joins.
M12 anchor bolts _
at 1200 max. crs.
Gap to ZN
Threaded Truss
1 connector
M12 cast
to slab
Shear blocks fixed using
6/3.05mm nails either
1200mm max crs.
Framing anchors
(legs not bent)
eke rae
90 x 35mm
Top plate
SHEAR BLOCK S6 — CAPACITY 5.0 kN
(BRACING WALL PARALLEL TO TRUSSES,
RAFTERS, OR FLOOR JOISTS)
FRAMING SCHEDULE — N3_é& N3 WIND CONDITIONS
SHEAR BLOCK S4 — CAPACITY 5.1_kN
(BRACING WALL PARALLEL TO TRUSSES,
nails each end. or
dia nails screws at each end.
Rafters, truss bottom
chord or floor joist Cap to_truss
Bracing Wall
RAFTERS, OR FLOOR JOISTS)
Naling plate or framing anchor
to both ends of at 6/2.8mm dia.
jo. 14 type
Bracing
legs not bent)
battern
wall
TIMBER FRAMING NOTES
1.
SHEAR BLOCK S3 — CAPACITY 5.0 kN
(BRACING WALL PERPENDICULAR TO
TRUSSES, RAFTERS OR FLOOR JOISTS)
All Structural Timber to be either Hardwood Stree Grade
F14 (minimum), Jint Group J2, or Stres Grade F8, Joint
Group JD4, U.N.O. All size Refer to Finished sizes. Timber
Design for all Structural Timber is based on initial moisture
Content of 15% or less. If timber to be used for construction
does not comply with the above limits, alternative sizing or
precautions are to be refered to the Design Engineer for
approval.
. Shear Walls:
Sheet Ply Bracing to internal shear walls to be constructed
as indicated to achieve adequate ranking resistance
nominated, including nailing plates and hold down bolts at
maximum 1200 Ctrs spacing U.N.O.
. Cyclone Anchors:
Cyclone anchors (M12 Threaded Rod) at 1200 Ctrs spacing
within wall framing, at all corners, adjacent all openings where
Rafter, truss bottom
chord or floor joist
SHEAR BLOCK SS - CAPACITY 5.0 kN
(BRACING WALL PARALLEL TO TRUSSES,
RAFTERS, OR FLOOR JOISTS)
cyclone tie-downs to be used either side of all openings
greater than 3000mm and roof load width of >5000mm, U.N.O.
cyclone tie-downs to be used either side of all openings
Roof Truss
90x35 nogging | 100
meee OV UNTEL
M12 Tie-down +
Rod as Spec. 7 ‘
en Connector Window /Opening
u
L
ALT. LINTEL TO STUD WALL CONNECTION DETAIL
timber lintels are provided, passing through lintel beams. M16
Roof Truss/Rafter/Lintel Tie-
down - Gil Strap fix with 6/30x
Max. 2.8mm nails each led (Typ.)
PLY BRACING (WITH M12 TIE-RODS Sm NTERNAL, LOAD. BEARING WALLS lp.to 27 Top /OTION PLATE & INTERNAL LBW TIE DOWN BRACING WALL FIXING DETAILS
°, Am
Capacity - Refer Table ere te 8 igh cis hi. sBy = 6m" Ma SBE OF OPENINGS’ ONNERS: MARK) CAPACITY] nae mui (rm) Er eR
M12 Tie-down Bolt /Rod = 8B f 3 MOT OSS RBH? SESES"eR erick Veneer) NOGGING Be SONS | RL: JOINS? | PME
Roof Truss or Gl Strap fix with 6/30x 1550 mm CRS MAX PLY | Bam | 10 300 S0U_| YES
Hine 2.8mmé nails each led (Typ.) NON-LOAD BEARING AND NON BRACING FRAMING PLY | 6.0kN/m 50 300 300 [NO
Max. - 90 x 35 or 70x35 F5 @ 450 CIRS LINTELS HB_[6.6kN/m | 100 TOO T50_| YES
PLATES AS FER FLAN (FIT UNO) FC_[ 5.3kN/m | 150 150 1501 YES
Thr EXTERNAL & INTERNAL LOAD BEARING ALL STUDS NOT NOTCH VB_[5.3kN/m | 150 150 150_[_YES
LINTEL TOP Se: 55 of 2/70 x 45 WGPI2 ribbon plat STUDS. AT OPENINGS _10_UNTEL BEAMS NEL BEAMS SC} 64KN/m [150 300 300_[_YES
_ x or xX ridbbon plates .
velo sorb pgs 2/70 1 p 20 SC_| 6.0kN/m [50 300 300_|__NO
= x or xX
eon Soe MER oR ee ee Tp paT PORTED BOTTOM PLATE: — 1500 2 re Fam FOR 4.5mm $7 STRUCTURAL PLY CRN
= x or x . .
INTERNAL NON-LOAD BEARING: $800 ; HB | 5mm "HARDIEBRACE” SHEET 6.6kN/m
~ 90 x 35 or 70 x 55 FS 5400 3 FC |75mm “HARDITEX”, 6mm “HARDIFLEX” OR 6mm “PANELCLAD™ | 5.3kN/m
ROOE BATENS TENG FIED IN ACCORDANCE 5700 5 EXTERNAL F.C. FULL HEIGHT SHEET CLADDING,
M12 Te-down _| METAL ROOF 5000 5 ve] 6mm “WELABOARD 5.3kN/m
Rod as Spec. \/75mm masonry nol Q WITH MANUF, SEECS. OVER ROOF TRUSSES ONLY. >3000 4 or 75x4mm SHS SC|7mm FIT STRUCTURAL, PLY OR “SHADOWCLAD” EXTERNAL |-6.4kN/m
aed Connector 300mm Max. ctrs, (or Equiv.), or | 70x35 F7 BATTERNS OVER RAFTERED ROOF AREAS, mom FT a RUC TURAL FLT
Nut M12 Chemical Anchor or bolt RAFTERS & ROOF TRUSSES SHALL TECO | METAL ANGLE BRACE (MIN 18x16x1.2mm) T5kN/m
- @ >11200mm max ctrs. BE TIED DOWN WITH 1/30 x 0.8 mm Gl :
ee a come AL GROER TRUSS TIE-DOWN SHALL BLACKALL RANGE CONSULTING ENGINEER
UINTEL TO STUD WALL CONNECTION DETAIL BE IN ACCORDANCE WITH TRUSS. Consulting Civil, Structural and Geotechnical Engineer
MANUFACTURER'S SPECIFICATIONS Campbell J Foster Fo Bo 32 oan
BEng( Givi), MIEAust, (60973), CPEng, RPEQ (7728) as eae Jae (price)
0419 140465 (Mobile)
{Sa ” L DESIGN DRAFTING DRAWING TITLE: PROJECT: THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NoT BE REPRODUCED | PROVECT No. REV
A | 1SSURD FOR FORM 15 15.0020 (ated, Ao. ty bce e860) | FRAMING DETAILS EXTENSIONS/RENOTAVIONS | 'N WHOLE OR IN PART WITHOUT WRITTEN PERMSSION. —@) 2020. 220-132 A
14 Aquila Court,
Se Br Ba 4961 SCALE: DATE: SITE ADDRESS: §§ SOUTHERN CROSS PARADE | OWNER/S: MR & MRS KOTZEE SHEET No.:
Mob 0438786080 ; 16 OF 17
CBBC No THsi%42 ——_gagman71Qoptusnet.com.ay SEPT 2020 SUNSHINE BEACH, QLD C/- ST ANDREWS CONSTRUCTION
Page 17
1. FALLS, SLIPS, TRIPS 2. FALLING OBJECTS 5. MANUAL TASKS 7. CONFINED SPACES
a) WORKING AT HEIGHTS LOOSE MATERIALS OR SMALL OBJECTS EXCAVATION
1.
2.
3.
4. ENCLOSED SPACES
BUILDING COMPONENTS
6. HAZARDOUS SUBSTANCES
ASBESTOS SMALL SPACES
3. TRAFFIC MANAGEMENT
POWDERED MATERIALS
8. PUBLIC ACCESS
b) SLIPPERY OR UNEVEN SURFACES
TREATED TIMBER
9. OPERATIONAL USE OF BUILDING
RESIDENTIAL BUILDINGS
4. SERVICES
NON-RESIDENTIAL BUILDINGS
VOLATILE ORGANIC COMPOUNDS
SYNTHETIC MINERAL FIBRE
10.OTHER HIGH RISK ACTIVITY
TIMBER FLOORS
THESE NOTES MUST BE READ AND UNDERSTOOD BY ALL INVOLVED IN THE PROJECT.
THIS INCLUDES (but is not excluded to): OWNER, BUILDER, SUB-CONTRACTORS, CONSULTANTS, RENOVATORS, OPERATORS, MAINTAINERS, DEMOLISHERS.