ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING ·  · 2017-02-16alterations & additions to administration building at boys avenue, maryborough for aldridge state high school

DRAWING No.

JOB No.

TITLE

PROJECT

ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING BOYS AVENUE, MARYBOROUGH

TITLE PAGE, DRAWING INDEX, GENERAL NOTES & SITE LOCATION

M16-510

DATE

BY

REV.

DESCRIPTION

CONSULTING ENGINEERS

A.C.N 053 696 272

PTY LTD LTDLTD

PH:07 4121 434407 4121 4344

EMAIL:[email protected]@holmesmcleod.com.au

328 ALICE STREET MARYBOROUGH QLD 4650

PH:03 5562 999003 5562 9990

EMAIL:[email protected]@holmesmcleod.com.au

MOB:0427 214 3470427 214 347

451 RAGLAN PDE, WARRNAMBOOL, VIC 3280

DESIGN

SH

DRAWN

CHECK

JR

RPEQ

SCALE

-

SIZE

A3

DATE

15/11/2016

7374

S01

PERFORMANCE CRITERIA DURING EARTHQUAKES, CYCLONES AND STORMS THESE ALTERATIONS & ADDITIONS HAVE BEEN DESIGNED TO WITHSTAND EARTHQUAKE ALTERATIONS & ADDITIONS HAVE BEEN DESIGNED TO WITHSTAND EARTHQUAKE ALTERATIONS & ADDITIONS HAVE BEEN DESIGNED TO WITHSTAND EARTHQUAKE & ADDITIONS HAVE BEEN DESIGNED TO WITHSTAND EARTHQUAKE & ADDITIONS HAVE BEEN DESIGNED TO WITHSTAND EARTHQUAKE ADDITIONS HAVE BEEN DESIGNED TO WITHSTAND EARTHQUAKE ADDITIONS HAVE BEEN DESIGNED TO WITHSTAND EARTHQUAKE HAVE BEEN DESIGNED TO WITHSTAND EARTHQUAKE HAVE BEEN DESIGNED TO WITHSTAND EARTHQUAKE BEEN DESIGNED TO WITHSTAND EARTHQUAKE BEEN DESIGNED TO WITHSTAND EARTHQUAKE DESIGNED TO WITHSTAND EARTHQUAKE DESIGNED TO WITHSTAND EARTHQUAKE TO WITHSTAND EARTHQUAKE TO WITHSTAND EARTHQUAKE WITHSTAND EARTHQUAKE WITHSTAND EARTHQUAKE EARTHQUAKE EARTHQUAKE LOADS AND WIND LOADS AS REQUIRED BY AUSTRALIAN STANDARDS. THE ULTIMATE AND WIND LOADS AS REQUIRED BY AUSTRALIAN STANDARDS. THE ULTIMATE AND WIND LOADS AS REQUIRED BY AUSTRALIAN STANDARDS. THE ULTIMATE WIND LOADS AS REQUIRED BY AUSTRALIAN STANDARDS. THE ULTIMATE WIND LOADS AS REQUIRED BY AUSTRALIAN STANDARDS. THE ULTIMATE LOADS AS REQUIRED BY AUSTRALIAN STANDARDS. THE ULTIMATE LOADS AS REQUIRED BY AUSTRALIAN STANDARDS. THE ULTIMATE AS REQUIRED BY AUSTRALIAN STANDARDS. THE ULTIMATE AS REQUIRED BY AUSTRALIAN STANDARDS. THE ULTIMATE REQUIRED BY AUSTRALIAN STANDARDS. THE ULTIMATE REQUIRED BY AUSTRALIAN STANDARDS. THE ULTIMATE BY AUSTRALIAN STANDARDS. THE ULTIMATE BY AUSTRALIAN STANDARDS. THE ULTIMATE AUSTRALIAN STANDARDS. THE ULTIMATE AUSTRALIAN STANDARDS. THE ULTIMATE STANDARDS. THE ULTIMATE STANDARDS. THE ULTIMATE THE ULTIMATE THE ULTIMATE THE ULTIMATE ULTIMATE ULTIMATE WIND SPEEDS ARE NOTED BELOW (GENERAL NOTE 2) 2) ) THE DESIGN OF STRUCTURES TO AS 1170.4 - 2007 (EARTHQUAKE LOADS) DOES NOT DESIGN OF STRUCTURES TO AS 1170.4 - 2007 (EARTHQUAKE LOADS) DOES NOT DESIGN OF STRUCTURES TO AS 1170.4 - 2007 (EARTHQUAKE LOADS) DOES NOT OF STRUCTURES TO AS 1170.4 - 2007 (EARTHQUAKE LOADS) DOES NOT OF STRUCTURES TO AS 1170.4 - 2007 (EARTHQUAKE LOADS) DOES NOT STRUCTURES TO AS 1170.4 - 2007 (EARTHQUAKE LOADS) DOES NOT STRUCTURES TO AS 1170.4 - 2007 (EARTHQUAKE LOADS) DOES NOT TO AS 1170.4 - 2007 (EARTHQUAKE LOADS) DOES NOT TO AS 1170.4 - 2007 (EARTHQUAKE LOADS) DOES NOT AS 1170.4 - 2007 (EARTHQUAKE LOADS) DOES NOT AS 1170.4 - 2007 (EARTHQUAKE LOADS) DOES NOT 1170.4 - 2007 (EARTHQUAKE LOADS) DOES NOT 1170.4 - 2007 (EARTHQUAKE LOADS) DOES NOT - 2007 (EARTHQUAKE LOADS) DOES NOT - 2007 (EARTHQUAKE LOADS) DOES NOT 2007 (EARTHQUAKE LOADS) DOES NOT 2007 (EARTHQUAKE LOADS) DOES NOT (EARTHQUAKE LOADS) DOES NOT (EARTHQUAKE LOADS) DOES NOT LOADS) DOES NOT LOADS) DOES NOT DOES NOT DOES NOT NOT NOT NECESSARILY PREVENT STRUCTURAL AND NON-STRUCTURAL DAMAGE IN THE EVENT OF PREVENT STRUCTURAL AND NON-STRUCTURAL DAMAGE IN THE EVENT OF PREVENT STRUCTURAL AND NON-STRUCTURAL DAMAGE IN THE EVENT OF STRUCTURAL AND NON-STRUCTURAL DAMAGE IN THE EVENT OF STRUCTURAL AND NON-STRUCTURAL DAMAGE IN THE EVENT OF AND NON-STRUCTURAL DAMAGE IN THE EVENT OF AND NON-STRUCTURAL DAMAGE IN THE EVENT OF NON-STRUCTURAL DAMAGE IN THE EVENT OF NON-STRUCTURAL DAMAGE IN THE EVENT OF DAMAGE IN THE EVENT OF DAMAGE IN THE EVENT OF IN THE EVENT OF IN THE EVENT OF THE EVENT OF THE EVENT OF EVENT OF EVENT OF OF OF AN EARTHQUAKE. DAMAGE TO BRICKWORK AND CONCRETE OR BRITTLE CLADDINGS EARTHQUAKE. DAMAGE TO BRICKWORK AND CONCRETE OR BRITTLE CLADDINGS EARTHQUAKE. DAMAGE TO BRICKWORK AND CONCRETE OR BRITTLE CLADDINGS DAMAGE TO BRICKWORK AND CONCRETE OR BRITTLE CLADDINGS DAMAGE TO BRICKWORK AND CONCRETE OR BRITTLE CLADDINGS DAMAGE TO BRICKWORK AND CONCRETE OR BRITTLE CLADDINGS TO BRICKWORK AND CONCRETE OR BRITTLE CLADDINGS TO BRICKWORK AND CONCRETE OR BRITTLE CLADDINGS BRICKWORK AND CONCRETE OR BRITTLE CLADDINGS BRICKWORK AND CONCRETE OR BRITTLE CLADDINGS AND CONCRETE OR BRITTLE CLADDINGS AND CONCRETE OR BRITTLE CLADDINGS CONCRETE OR BRITTLE CLADDINGS CONCRETE OR BRITTLE CLADDINGS OR BRITTLE CLADDINGS OR BRITTLE CLADDINGS BRITTLE CLADDINGS BRITTLE CLADDINGS CLADDINGS CLADDINGS SUCH AS TILES, PLASTER OR GLASS MUST BE EXPECTED BY THE BUILDING OWNER. AS TILES, PLASTER OR GLASS MUST BE EXPECTED BY THE BUILDING OWNER. AS TILES, PLASTER OR GLASS MUST BE EXPECTED BY THE BUILDING OWNER. TILES, PLASTER OR GLASS MUST BE EXPECTED BY THE BUILDING OWNER. TILES, PLASTER OR GLASS MUST BE EXPECTED BY THE BUILDING OWNER. PLASTER OR GLASS MUST BE EXPECTED BY THE BUILDING OWNER. PLASTER OR GLASS MUST BE EXPECTED BY THE BUILDING OWNER. OR GLASS MUST BE EXPECTED BY THE BUILDING OWNER. OR GLASS MUST BE EXPECTED BY THE BUILDING OWNER. GLASS MUST BE EXPECTED BY THE BUILDING OWNER. GLASS MUST BE EXPECTED BY THE BUILDING OWNER. MUST BE EXPECTED BY THE BUILDING OWNER. MUST BE EXPECTED BY THE BUILDING OWNER. BE EXPECTED BY THE BUILDING OWNER. BE EXPECTED BY THE BUILDING OWNER. EXPECTED BY THE BUILDING OWNER. EXPECTED BY THE BUILDING OWNER. BY THE BUILDING OWNER. BY THE BUILDING OWNER. THE BUILDING OWNER. THE BUILDING OWNER. BUILDING OWNER. BUILDING OWNER. OWNER. OWNER. THE PROVISIONS OF THE STANDARD, COMPLIED WITH IN THIS DESIGN, PROVIDE THE PROVISIONS OF THE STANDARD, COMPLIED WITH IN THIS DESIGN, PROVIDE THE PROVISIONS OF THE STANDARD, COMPLIED WITH IN THIS DESIGN, PROVIDE THE OF THE STANDARD, COMPLIED WITH IN THIS DESIGN, PROVIDE THE OF THE STANDARD, COMPLIED WITH IN THIS DESIGN, PROVIDE THE THE STANDARD, COMPLIED WITH IN THIS DESIGN, PROVIDE THE THE STANDARD, COMPLIED WITH IN THIS DESIGN, PROVIDE THE STANDARD, COMPLIED WITH IN THIS DESIGN, PROVIDE THE STANDARD, COMPLIED WITH IN THIS DESIGN, PROVIDE THE COMPLIED WITH IN THIS DESIGN, PROVIDE THE COMPLIED WITH IN THIS DESIGN, PROVIDE THE WITH IN THIS DESIGN, PROVIDE THE WITH IN THIS DESIGN, PROVIDE THE IN THIS DESIGN, PROVIDE THE IN THIS DESIGN, PROVIDE THE THIS DESIGN, PROVIDE THE THIS DESIGN, PROVIDE THE DESIGN, PROVIDE THE DESIGN, PROVIDE THE PROVIDE THE PROVIDE THE THE THE MINIMUM CRITERIA CONSIDERED TO BE PRUDENT FOR THE PROTECTION OF LIFE BY CRITERIA CONSIDERED TO BE PRUDENT FOR THE PROTECTION OF LIFE BY CRITERIA CONSIDERED TO BE PRUDENT FOR THE PROTECTION OF LIFE BY CONSIDERED TO BE PRUDENT FOR THE PROTECTION OF LIFE BY CONSIDERED TO BE PRUDENT FOR THE PROTECTION OF LIFE BY TO BE PRUDENT FOR THE PROTECTION OF LIFE BY TO BE PRUDENT FOR THE PROTECTION OF LIFE BY BE PRUDENT FOR THE PROTECTION OF LIFE BY BE PRUDENT FOR THE PROTECTION OF LIFE BY PRUDENT FOR THE PROTECTION OF LIFE BY PRUDENT FOR THE PROTECTION OF LIFE BY FOR THE PROTECTION OF LIFE BY FOR THE PROTECTION OF LIFE BY THE PROTECTION OF LIFE BY THE PROTECTION OF LIFE BY PROTECTION OF LIFE BY PROTECTION OF LIFE BY OF LIFE BY OF LIFE BY LIFE BY LIFE BY BY BY MINIMISING THE LIKELIHOOD OF COLLAPSE OF THE STRUCTURE. THE STANDARD, AND THE LIKELIHOOD OF COLLAPSE OF THE STRUCTURE. THE STANDARD, AND THE LIKELIHOOD OF COLLAPSE OF THE STRUCTURE. THE STANDARD, AND LIKELIHOOD OF COLLAPSE OF THE STRUCTURE. THE STANDARD, AND LIKELIHOOD OF COLLAPSE OF THE STRUCTURE. THE STANDARD, AND OF COLLAPSE OF THE STRUCTURE. THE STANDARD, AND OF COLLAPSE OF THE STRUCTURE. THE STANDARD, AND COLLAPSE OF THE STRUCTURE. THE STANDARD, AND COLLAPSE OF THE STRUCTURE. THE STANDARD, AND OF THE STRUCTURE. THE STANDARD, AND OF THE STRUCTURE. THE STANDARD, AND THE STRUCTURE. THE STANDARD, AND THE STRUCTURE. THE STANDARD, AND STRUCTURE. THE STANDARD, AND STRUCTURE. THE STANDARD, AND THE STANDARD, AND THE STANDARD, AND THE STANDARD, AND STANDARD, AND STANDARD, AND AND AND THIS DESIGN, DOES NOT COVER RELATED PHENOMENA SUCH AS SETTLEMENT, SLIDES, DESIGN, DOES NOT COVER RELATED PHENOMENA SUCH AS SETTLEMENT, SLIDES, DESIGN, DOES NOT COVER RELATED PHENOMENA SUCH AS SETTLEMENT, SLIDES, DOES NOT COVER RELATED PHENOMENA SUCH AS SETTLEMENT, SLIDES, DOES NOT COVER RELATED PHENOMENA SUCH AS SETTLEMENT, SLIDES, NOT COVER RELATED PHENOMENA SUCH AS SETTLEMENT, SLIDES, NOT COVER RELATED PHENOMENA SUCH AS SETTLEMENT, SLIDES, COVER RELATED PHENOMENA SUCH AS SETTLEMENT, SLIDES, COVER RELATED PHENOMENA SUCH AS SETTLEMENT, SLIDES, RELATED PHENOMENA SUCH AS SETTLEMENT, SLIDES, RELATED PHENOMENA SUCH AS SETTLEMENT, SLIDES, PHENOMENA SUCH AS SETTLEMENT, SLIDES, PHENOMENA SUCH AS SETTLEMENT, SLIDES, SUCH AS SETTLEMENT, SLIDES, SUCH AS SETTLEMENT, SLIDES, AS SETTLEMENT, SLIDES, AS SETTLEMENT, SLIDES, SETTLEMENT, SLIDES, SETTLEMENT, SLIDES, SLIDES, SLIDES, SUBSIDENCE, LIQUEFACTION OR FAULTING IN THE IMMEDIATE VICINITY OF THE LIQUEFACTION OR FAULTING IN THE IMMEDIATE VICINITY OF THE LIQUEFACTION OR FAULTING IN THE IMMEDIATE VICINITY OF THE OR FAULTING IN THE IMMEDIATE VICINITY OF THE OR FAULTING IN THE IMMEDIATE VICINITY OF THE FAULTING IN THE IMMEDIATE VICINITY OF THE FAULTING IN THE IMMEDIATE VICINITY OF THE IN THE IMMEDIATE VICINITY OF THE IN THE IMMEDIATE VICINITY OF THE THE IMMEDIATE VICINITY OF THE THE IMMEDIATE VICINITY OF THE IMMEDIATE VICINITY OF THE IMMEDIATE VICINITY OF THE VICINITY OF THE VICINITY OF THE OF THE OF THE THE THE STRUCTURE. DURING CYCLONES OR STORMS FLYING DEBRIS MAY CAUSE DAMAGE TO WINDOWS, CYCLONES OR STORMS FLYING DEBRIS MAY CAUSE DAMAGE TO WINDOWS, CYCLONES OR STORMS FLYING DEBRIS MAY CAUSE DAMAGE TO WINDOWS, OR STORMS FLYING DEBRIS MAY CAUSE DAMAGE TO WINDOWS, OR STORMS FLYING DEBRIS MAY CAUSE DAMAGE TO WINDOWS, STORMS FLYING DEBRIS MAY CAUSE DAMAGE TO WINDOWS, STORMS FLYING DEBRIS MAY CAUSE DAMAGE TO WINDOWS, FLYING DEBRIS MAY CAUSE DAMAGE TO WINDOWS, FLYING DEBRIS MAY CAUSE DAMAGE TO WINDOWS, DEBRIS MAY CAUSE DAMAGE TO WINDOWS, DEBRIS MAY CAUSE DAMAGE TO WINDOWS, MAY CAUSE DAMAGE TO WINDOWS, MAY CAUSE DAMAGE TO WINDOWS, CAUSE DAMAGE TO WINDOWS, CAUSE DAMAGE TO WINDOWS, DAMAGE TO WINDOWS, DAMAGE TO WINDOWS, TO WINDOWS, TO WINDOWS, WINDOWS, WINDOWS, PLASTERBOARD, GUTTERS, FASCIAS, SOFFITS, RIDGE CAPPING AND THE LIKE. WATER GUTTERS, FASCIAS, SOFFITS, RIDGE CAPPING AND THE LIKE. WATER GUTTERS, FASCIAS, SOFFITS, RIDGE CAPPING AND THE LIKE. WATER FASCIAS, SOFFITS, RIDGE CAPPING AND THE LIKE. WATER FASCIAS, SOFFITS, RIDGE CAPPING AND THE LIKE. WATER SOFFITS, RIDGE CAPPING AND THE LIKE. WATER SOFFITS, RIDGE CAPPING AND THE LIKE. WATER RIDGE CAPPING AND THE LIKE. WATER RIDGE CAPPING AND THE LIKE. WATER CAPPING AND THE LIKE. WATER CAPPING AND THE LIKE. WATER AND THE LIKE. WATER AND THE LIKE. WATER THE LIKE. WATER THE LIKE. WATER LIKE. WATER LIKE. WATER WATER WATER WATER DAMAGE CAN ALSO OCCUR. THE ENGINEER CANNOT BE RESPONSIBLE FOR DAMAGE AS OUTLINED ABOVE AND AS ENGINEER CANNOT BE RESPONSIBLE FOR DAMAGE AS OUTLINED ABOVE AND AS ENGINEER CANNOT BE RESPONSIBLE FOR DAMAGE AS OUTLINED ABOVE AND AS CANNOT BE RESPONSIBLE FOR DAMAGE AS OUTLINED ABOVE AND AS CANNOT BE RESPONSIBLE FOR DAMAGE AS OUTLINED ABOVE AND AS BE RESPONSIBLE FOR DAMAGE AS OUTLINED ABOVE AND AS BE RESPONSIBLE FOR DAMAGE AS OUTLINED ABOVE AND AS RESPONSIBLE FOR DAMAGE AS OUTLINED ABOVE AND AS RESPONSIBLE FOR DAMAGE AS OUTLINED ABOVE AND AS FOR DAMAGE AS OUTLINED ABOVE AND AS FOR DAMAGE AS OUTLINED ABOVE AND AS DAMAGE AS OUTLINED ABOVE AND AS DAMAGE AS OUTLINED ABOVE AND AS AS OUTLINED ABOVE AND AS AS OUTLINED ABOVE AND AS OUTLINED ABOVE AND AS OUTLINED ABOVE AND AS ABOVE AND AS ABOVE AND AS AND AS AND AS AS AS SUCH THIS DAMAGE IS NOT COVERED BY ANY STRUCTURAL CERTIFICATION OR THIS DAMAGE IS NOT COVERED BY ANY STRUCTURAL CERTIFICATION OR THIS DAMAGE IS NOT COVERED BY ANY STRUCTURAL CERTIFICATION OR DAMAGE IS NOT COVERED BY ANY STRUCTURAL CERTIFICATION OR DAMAGE IS NOT COVERED BY ANY STRUCTURAL CERTIFICATION OR IS NOT COVERED BY ANY STRUCTURAL CERTIFICATION OR IS NOT COVERED BY ANY STRUCTURAL CERTIFICATION OR NOT COVERED BY ANY STRUCTURAL CERTIFICATION OR NOT COVERED BY ANY STRUCTURAL CERTIFICATION OR COVERED BY ANY STRUCTURAL CERTIFICATION OR COVERED BY ANY STRUCTURAL CERTIFICATION OR BY ANY STRUCTURAL CERTIFICATION OR BY ANY STRUCTURAL CERTIFICATION OR ANY STRUCTURAL CERTIFICATION OR ANY STRUCTURAL CERTIFICATION OR STRUCTURAL CERTIFICATION OR STRUCTURAL CERTIFICATION OR CERTIFICATION OR CERTIFICATION OR OR OR GUARANTEE MADE BY THE ENGINEER.

DESIGN DRAWN CHECKED DATE JOB No. PAGE

STEPHEN HEBBLEWHITE RPEQ 7374 JESSE RILEY STEPHEN HEBBLEWHITE RPEQ 7374 15/11/2016 M16-510 1 of 15

DRAWING INDEX

STRUCTURAL S01 S02 S03 S04 S05 S06 S07 S08 S09 S10 S11 S12 S13 S14 S15

M16-510: ENGINEERING: ENGINEERING

TITLE PAGE, DRAWING INDEX, GENERAL NOTES & SITE LOCATION FINISHED LEVELS PLAN SLAB & FOOTING LAYOUT PLAN SLAB & FOOTING SECTIONS SLAB & FOOTING SECTIONS CONCRETE SLAB & FOUNDATION NOTES CONCRETE SLAB & FOUNDATION NOTES CONCRETE SLAB & FOUNDATION NOTES TYPICAL DRAINAGE DETAILS INSTALLATION OF VAPOUR BARRIER BRACING & TIEDOWN PLAN ROOF FRAMING PLAN BRACING, TIEDOWN & CONNECTION DETAILS BRACING, TIEDOWN & CONNECTION DETAILS MASONRY NOTES

GENERAL NOTES 1. THESE COMPUTATIONS ARE TO BE READ IN CONJUNCTION WITH DRAWINGS BY THESE COMPUTATIONS ARE TO BE READ IN CONJUNCTION WITH DRAWINGS BY COMPUTATIONS ARE TO BE READ IN CONJUNCTION WITH DRAWINGS BY COMPUTATIONS ARE TO BE READ IN CONJUNCTION WITH DRAWINGS BY ARE TO BE READ IN CONJUNCTION WITH DRAWINGS BY ARE TO BE READ IN CONJUNCTION WITH DRAWINGS BY TO BE READ IN CONJUNCTION WITH DRAWINGS BY TO BE READ IN CONJUNCTION WITH DRAWINGS BY BE READ IN CONJUNCTION WITH DRAWINGS BY BE READ IN CONJUNCTION WITH DRAWINGS BY READ IN CONJUNCTION WITH DRAWINGS BY READ IN CONJUNCTION WITH DRAWINGS BY IN CONJUNCTION WITH DRAWINGS BY IN CONJUNCTION WITH DRAWINGS BY CONJUNCTION WITH DRAWINGS BY CONJUNCTION WITH DRAWINGS BY WITH DRAWINGS BY WITH DRAWINGS BY DRAWINGS BY DRAWINGS BY BY BY KEYSTONE ARCHITECTS. 2. ULTIMATE DESIGN WIND SPEED IS 46 METRES PER SECOND ULT (N3) ULTIMATE DESIGN WIND SPEED IS 46 METRES PER SECOND ULT (N3) 46 METRES PER SECOND ULT (N3) METRES PER SECOND ULT (N3) ULT (N3) (N3) (N3) CPE = -0.9 CPI = 0.2. -0.9 CPI = 0.2. CPI = 0.2. 0.2. 3. SITE CLASSIFIED HIGHLY REACTIVE - CLASS H1 PER AS 2870.2 - 2011, AS SITE CLASSIFIED HIGHLY REACTIVE - CLASS H1 PER AS 2870.2 - 2011, AS CLASSIFIED HIGHLY REACTIVE - CLASS H1 PER AS 2870.2 - 2011, AS CLASSIFIED HIGHLY REACTIVE - CLASS H1 PER AS 2870.2 - 2011, AS HIGHLY REACTIVE - CLASS H1 PER AS 2870.2 - 2011, AS HIGHLY REACTIVE - CLASS H1 PER AS 2870.2 - 2011, AS REACTIVE - CLASS H1 PER AS 2870.2 - 2011, AS REACTIVE - CLASS H1 PER AS 2870.2 - 2011, AS - CLASS H1 PER AS 2870.2 - 2011, AS - CLASS H1 PER AS 2870.2 - 2011, AS CLASS H1 PER AS 2870.2 - 2011, AS CLASS H1 PER AS 2870.2 - 2011, AS H1 PER AS 2870.2 - 2011, AS H1 PER AS 2870.2 - 2011, AS PER AS 2870.2 - 2011, AS PER AS 2870.2 - 2011, AS AS 2870.2 - 2011, AS AS 2870.2 - 2011, AS 2870.2 - 2011, AS 2870.2 - 2011, AS - 2011, AS - 2011, AS 2011, AS 2011, AS , AS AS AS DETERMINED BY DIRTS QLD. DIRTS QLD. . 4. IF ANY DISCREPANCY IS NOTED ON THE ENGINEER'S DETAILS, OR BETWEEN THE IF ANY DISCREPANCY IS NOTED ON THE ENGINEER'S DETAILS, OR BETWEEN THE ANY DISCREPANCY IS NOTED ON THE ENGINEER'S DETAILS, OR BETWEEN THE ANY DISCREPANCY IS NOTED ON THE ENGINEER'S DETAILS, OR BETWEEN THE DISCREPANCY IS NOTED ON THE ENGINEER'S DETAILS, OR BETWEEN THE DISCREPANCY IS NOTED ON THE ENGINEER'S DETAILS, OR BETWEEN THE IS NOTED ON THE ENGINEER'S DETAILS, OR BETWEEN THE IS NOTED ON THE ENGINEER'S DETAILS, OR BETWEEN THE NOTED ON THE ENGINEER'S DETAILS, OR BETWEEN THE NOTED ON THE ENGINEER'S DETAILS, OR BETWEEN THE ON THE ENGINEER'S DETAILS, OR BETWEEN THE ON THE ENGINEER'S DETAILS, OR BETWEEN THE THE ENGINEER'S DETAILS, OR BETWEEN THE THE ENGINEER'S DETAILS, OR BETWEEN THE ENGINEER'S DETAILS, OR BETWEEN THE ENGINEER'S DETAILS, OR BETWEEN THE DETAILS, OR BETWEEN THE DETAILS, OR BETWEEN THE OR BETWEEN THE OR BETWEEN THE BETWEEN THE BETWEEN THE THE THE ENGINEER'S DRAWINGS & DETAILS, THE BUILDER SHALL REFER THIS DRAWINGS & DETAILS, THE BUILDER SHALL REFER THIS DRAWINGS & DETAILS, THE BUILDER SHALL REFER THIS & DETAILS, THE BUILDER SHALL REFER THIS & DETAILS, THE BUILDER SHALL REFER THIS DETAILS, THE BUILDER SHALL REFER THIS DETAILS, THE BUILDER SHALL REFER THIS THE BUILDER SHALL REFER THIS THE BUILDER SHALL REFER THIS BUILDER SHALL REFER THIS BUILDER SHALL REFER THIS SHALL REFER THIS SHALL REFER THIS REFER THIS REFER THIS THIS THIS DISCREPANCY TO HOLMES MCLEOD CONSULTING ENGINEERS BEFORE PROCEEDING TO HOLMES MCLEOD CONSULTING ENGINEERS BEFORE PROCEEDING TO HOLMES MCLEOD CONSULTING ENGINEERS BEFORE PROCEEDING HOLMES MCLEOD CONSULTING ENGINEERS BEFORE PROCEEDING HOLMES MCLEOD CONSULTING ENGINEERS BEFORE PROCEEDING MCLEOD CONSULTING ENGINEERS BEFORE PROCEEDING MCLEOD CONSULTING ENGINEERS BEFORE PROCEEDING CONSULTING ENGINEERS BEFORE PROCEEDING CONSULTING ENGINEERS BEFORE PROCEEDING ENGINEERS BEFORE PROCEEDING ENGINEERS BEFORE PROCEEDING BEFORE PROCEEDING BEFORE PROCEEDING PROCEEDING PROCEEDING WITH THE WORK. 5. WHERE CONFLICT EXISTS BETWEEN ENGINEERS DETAILS AND ARCHITECTURAL WHERE CONFLICT EXISTS BETWEEN ENGINEERS DETAILS AND ARCHITECTURAL CONFLICT EXISTS BETWEEN ENGINEERS DETAILS AND ARCHITECTURAL CONFLICT EXISTS BETWEEN ENGINEERS DETAILS AND ARCHITECTURAL EXISTS BETWEEN ENGINEERS DETAILS AND ARCHITECTURAL EXISTS BETWEEN ENGINEERS DETAILS AND ARCHITECTURAL BETWEEN ENGINEERS DETAILS AND ARCHITECTURAL BETWEEN ENGINEERS DETAILS AND ARCHITECTURAL ENGINEERS DETAILS AND ARCHITECTURAL ENGINEERS DETAILS AND ARCHITECTURAL DETAILS AND ARCHITECTURAL DETAILS AND ARCHITECTURAL AND ARCHITECTURAL AND ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL DETAILS, REFER BACK TO ENGINEER OR ARCHITECT FOR CLARIFICATION. 6. BUILDER TO BE AWARE OF GEOTECHINCAL TESTING RESULTS AND SITE BUILDER TO BE AWARE OF GEOTECHINCAL TESTING RESULTS AND SITE TO BE AWARE OF GEOTECHINCAL TESTING RESULTS AND SITE TO BE AWARE OF GEOTECHINCAL TESTING RESULTS AND SITE BE AWARE OF GEOTECHINCAL TESTING RESULTS AND SITE BE AWARE OF GEOTECHINCAL TESTING RESULTS AND SITE AWARE OF GEOTECHINCAL TESTING RESULTS AND SITE AWARE OF GEOTECHINCAL TESTING RESULTS AND SITE OF GEOTECHINCAL TESTING RESULTS AND SITE OF GEOTECHINCAL TESTING RESULTS AND SITE GEOTECHINCAL TESTING RESULTS AND SITE GEOTECHINCAL TESTING RESULTS AND SITE TESTING RESULTS AND SITE TESTING RESULTS AND SITE RESULTS AND SITE RESULTS AND SITE AND SITE AND SITE SITE SITE CONDITIONS PRIOR TO COMMENCING WORKS.

SITE LOCATION PLAN SCALE: NTS

PROPERTY BOUNDARY

LOCATION OF NEW WORKS

-

PRELIMINARY ISSUE

SH

15.11.16

-

TENDER ISSUE

SH

29.11.16

FFL 24.180

FFL 24.180

SL24.080

24.105

FFL 24.180

FFL 24.180

24.105

24.105

24.105

SL23.780

SL23.790

SL23.610

SL24.170

24.000

24.000

24.000

23.700

23.950

23.700

23.750

23.800

23.950

23.950

EXISTING ADMINISTRATION BUILDING

APPROXIMATELY 700mm STABLE CONTROLLED FILL TO BE COMPACTED TO A MINIMUM OF 95% STANDARD COMPACTION

EXISTING STORM WATER PIT & LINE UNDER NEW BUILDING TO BE REMOVED

CUT BACK EXISTING PATH TO SUIT NEW BUILDING

APPROXIMATELY 550mm STABLE CONTROLLED FILL TO BE COMPACTED TO A MINIMUM OF 95% STANDARD COMPACTION

EXISTING SEWER LINE UNDER NEW BUILDING TO BE REPLACED

DRAWING No.

JOB No.

TITLE

PROJECT

FINISHED LEVELS PLAN

M16-510

DATE

BY

REV.

DESCRIPTION

CONSULTING ENGINEERS

A.C.N 053 696 272

PTY LTD LTDLTD

PH:07 4121 434407 4121 4344

EMAIL:[email protected]@holmesmcleod.com.au

328 ALICE STREET MARYBOROUGH QLD 4650

PH:03 5562 999003 5562 9990

EMAIL:[email protected]@holmesmcleod.com.au

MOB:0427 214 3470427 214 347

451 RAGLAN PDE, WARRNAMBOOL, VIC 3280

DESIGN

SH

DRAWN

CHECK

JR

RPEQ

SCALE

1:100

SIZE

A3

DATE

15/11/2016

7374

S02

SH

ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING BOYS AVENUE, MARYBOROUGH

-

PRELIMINARY ISSUE

SH

15.11.16

-

TENDER ISSUE

SH

29.11.16

P1/C1

P1/C1

E1

E1

E1

E1

E1

E2

E2

E2

E2

E2

E3

E3

E3

E4

E5

E5

E5

E4

S1

SD1

SD1

SD1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

SD2

SD2

4

A

4

B

5

H

5

F

4

E

5

G

5

J

FALL 50mm

FALL 50mm

EXISTING ADMINISTRATION BUILDING

4

D

E6

E6

E6

E6

4

C

SJ

STEP EDGE REBATE AS REQUIRED TO SUIT FINISHED GROUND LEVEL

DEEPEN BEAMS E1, S1, E4 AND ANY OTHER BEAMS AT 1:3 TO MATCH BASE OF EDGE BEAM E2 (TYP)

STEP 75mm

2/N12 TRIMMER BARS EACH SIDE, LAP MIN 300mm

GENERAL SLAB AND SITE NOTES SLAB AND FOOTING SYSTEM HAS BEEN DESIGNED FOR AN ARTICULATED MASONRY ARTICULATED MASONRY VENEER CONSTRUCTION IN ACCORDANCE WITH AS 2870 - 2011, RESIDENTIAL SLABS CONSTRUCTION IN ACCORDANCE WITH AS 2870 - 2011, RESIDENTIAL SLABS AS 2870 - 2011, RESIDENTIAL SLABS AND FOOTINGS AUSTRALIAN STANDARD. AUSTRALIAN STANDARD. AUSTRALIAN STANDARD. 1. THE SITE HAS BEEN CLASSIFIED AS HIGHLY REACTIVE - CLASS H1, AS THE SITE HAS BEEN CLASSIFIED AS HIGHLY REACTIVE - CLASS H1, AS SITE HAS BEEN CLASSIFIED AS HIGHLY REACTIVE - CLASS H1, AS SITE HAS BEEN CLASSIFIED AS HIGHLY REACTIVE - CLASS H1, AS HAS BEEN CLASSIFIED AS HIGHLY REACTIVE - CLASS H1, AS HAS BEEN CLASSIFIED AS HIGHLY REACTIVE - CLASS H1, AS BEEN CLASSIFIED AS HIGHLY REACTIVE - CLASS H1, AS BEEN CLASSIFIED AS HIGHLY REACTIVE - CLASS H1, AS CLASSIFIED AS HIGHLY REACTIVE - CLASS H1, AS CLASSIFIED AS HIGHLY REACTIVE - CLASS H1, AS AS HIGHLY REACTIVE - CLASS H1, AS AS HIGHLY REACTIVE - CLASS H1, AS HIGHLY REACTIVE - CLASS H1, AS HIGHLY REACTIVE - CLASS H1, AS REACTIVE - CLASS H1, AS REACTIVE - CLASS H1, AS - CLASS H1, AS - CLASS H1, AS CLASS H1, AS CLASS H1, AS H1, AS H1, AS , AS AS AS DETERMINED BY DIRTS QLD. DIRTS QLD. . 2. A SITE VISIT HAS BEEN CARRIED OUT BY A REPRESENTATIVE OF HOLMES A SITE VISIT HAS BEEN CARRIED OUT BY A REPRESENTATIVE OF HOLMES SITE VISIT HAS BEEN CARRIED OUT BY A REPRESENTATIVE OF HOLMES SITE VISIT HAS BEEN CARRIED OUT BY A REPRESENTATIVE OF HOLMES VISIT HAS BEEN CARRIED OUT BY A REPRESENTATIVE OF HOLMES VISIT HAS BEEN CARRIED OUT BY A REPRESENTATIVE OF HOLMES HAS BEEN CARRIED OUT BY A REPRESENTATIVE OF HOLMES HAS BEEN CARRIED OUT BY A REPRESENTATIVE OF HOLMES BEEN CARRIED OUT BY A REPRESENTATIVE OF HOLMES BEEN CARRIED OUT BY A REPRESENTATIVE OF HOLMES CARRIED OUT BY A REPRESENTATIVE OF HOLMES CARRIED OUT BY A REPRESENTATIVE OF HOLMES OUT BY A REPRESENTATIVE OF HOLMES OUT BY A REPRESENTATIVE OF HOLMES BY A REPRESENTATIVE OF HOLMES BY A REPRESENTATIVE OF HOLMES A REPRESENTATIVE OF HOLMES A REPRESENTATIVE OF HOLMES REPRESENTATIVE OF HOLMES REPRESENTATIVE OF HOLMES OF HOLMES OF HOLMES HOLMES HOLMES MCLEOD CONSULTING ENGINEERS PRIOR TO THE DESIGN OF THIS SLAB AND CONSULTING ENGINEERS PRIOR TO THE DESIGN OF THIS SLAB AND CONSULTING ENGINEERS PRIOR TO THE DESIGN OF THIS SLAB AND ENGINEERS PRIOR TO THE DESIGN OF THIS SLAB AND ENGINEERS PRIOR TO THE DESIGN OF THIS SLAB AND PRIOR TO THE DESIGN OF THIS SLAB AND PRIOR TO THE DESIGN OF THIS SLAB AND TO THE DESIGN OF THIS SLAB AND TO THE DESIGN OF THIS SLAB AND THE DESIGN OF THIS SLAB AND THE DESIGN OF THIS SLAB AND DESIGN OF THIS SLAB AND DESIGN OF THIS SLAB AND OF THIS SLAB AND OF THIS SLAB AND THIS SLAB AND THIS SLAB AND SLAB AND SLAB AND AND AND FOOTING SYSTEM. 3. SITE CUT, FILL AND DRAINAGE TO BE IN ACCORDANCE WITH DETAILS SITE CUT, FILL AND DRAINAGE TO BE IN ACCORDANCE WITH DETAILS CUT, FILL AND DRAINAGE TO BE IN ACCORDANCE WITH DETAILS CUT, FILL AND DRAINAGE TO BE IN ACCORDANCE WITH DETAILS FILL AND DRAINAGE TO BE IN ACCORDANCE WITH DETAILS FILL AND DRAINAGE TO BE IN ACCORDANCE WITH DETAILS AND DRAINAGE TO BE IN ACCORDANCE WITH DETAILS AND DRAINAGE TO BE IN ACCORDANCE WITH DETAILS DRAINAGE TO BE IN ACCORDANCE WITH DETAILS DRAINAGE TO BE IN ACCORDANCE WITH DETAILS TO BE IN ACCORDANCE WITH DETAILS TO BE IN ACCORDANCE WITH DETAILS BE IN ACCORDANCE WITH DETAILS BE IN ACCORDANCE WITH DETAILS IN ACCORDANCE WITH DETAILS IN ACCORDANCE WITH DETAILS ACCORDANCE WITH DETAILS ACCORDANCE WITH DETAILS WITH DETAILS WITH DETAILS DETAILS DETAILS CONTAINED IN THIS DESIGN AND CSIRO FOUNDATION MAINTENANCE AND IN THIS DESIGN AND CSIRO FOUNDATION MAINTENANCE AND IN THIS DESIGN AND CSIRO FOUNDATION MAINTENANCE AND THIS DESIGN AND CSIRO FOUNDATION MAINTENANCE AND THIS DESIGN AND CSIRO FOUNDATION MAINTENANCE AND DESIGN AND CSIRO FOUNDATION MAINTENANCE AND DESIGN AND CSIRO FOUNDATION MAINTENANCE AND AND CSIRO FOUNDATION MAINTENANCE AND AND CSIRO FOUNDATION MAINTENANCE AND CSIRO FOUNDATION MAINTENANCE AND CSIRO FOUNDATION MAINTENANCE AND FOUNDATION MAINTENANCE AND FOUNDATION MAINTENANCE AND MAINTENANCE AND MAINTENANCE AND AND AND FOOTING PERFORMANCE - BTF 18-2011. ENSURE WATER DOES NOT POND PERFORMANCE - BTF 18-2011. ENSURE WATER DOES NOT POND PERFORMANCE - BTF 18-2011. ENSURE WATER DOES NOT POND - BTF 18-2011. ENSURE WATER DOES NOT POND - BTF 18-2011. ENSURE WATER DOES NOT POND BTF 18-2011. ENSURE WATER DOES NOT POND BTF 18-2011. ENSURE WATER DOES NOT POND 18-2011. ENSURE WATER DOES NOT POND 18-2011. ENSURE WATER DOES NOT POND . ENSURE WATER DOES NOT POND ENSURE WATER DOES NOT POND ENSURE WATER DOES NOT POND ENSURE WATER DOES NOT POND WATER DOES NOT POND WATER DOES NOT POND DOES NOT POND DOES NOT POND NOT POND NOT POND POND POND AGAINST OR NEAR THE FOOTINGS. FINISHED LEVELS SHOULD GENERALLY OR NEAR THE FOOTINGS. FINISHED LEVELS SHOULD GENERALLY OR NEAR THE FOOTINGS. FINISHED LEVELS SHOULD GENERALLY NEAR THE FOOTINGS. FINISHED LEVELS SHOULD GENERALLY NEAR THE FOOTINGS. FINISHED LEVELS SHOULD GENERALLY THE FOOTINGS. FINISHED LEVELS SHOULD GENERALLY THE FOOTINGS. FINISHED LEVELS SHOULD GENERALLY FOOTINGS. FINISHED LEVELS SHOULD GENERALLY FOOTINGS. FINISHED LEVELS SHOULD GENERALLY FINISHED LEVELS SHOULD GENERALLY FINISHED LEVELS SHOULD GENERALLY LEVELS SHOULD GENERALLY LEVELS SHOULD GENERALLY SHOULD GENERALLY SHOULD GENERALLY GENERALLY GENERALLY FALL AWAY FROM THE BUILDING, MINIMUM 50mm OVER THE FIRST 1000mm AWAY FROM THE BUILDING, MINIMUM 50mm OVER THE FIRST 1000mm AWAY FROM THE BUILDING, MINIMUM 50mm OVER THE FIRST 1000mm FROM THE BUILDING, MINIMUM 50mm OVER THE FIRST 1000mm FROM THE BUILDING, MINIMUM 50mm OVER THE FIRST 1000mm THE BUILDING, MINIMUM 50mm OVER THE FIRST 1000mm THE BUILDING, MINIMUM 50mm OVER THE FIRST 1000mm BUILDING, MINIMUM 50mm OVER THE FIRST 1000mm BUILDING, MINIMUM 50mm OVER THE FIRST 1000mm MINIMUM 50mm OVER THE FIRST 1000mm MINIMUM 50mm OVER THE FIRST 1000mm 50mm OVER THE FIRST 1000mm 50mm OVER THE FIRST 1000mm OVER THE FIRST 1000mm OVER THE FIRST 1000mm THE FIRST 1000mm THE FIRST 1000mm FIRST 1000mm FIRST 1000mm 1000mm 1000mm AND AT NO MORE THAN 1:5 AFTER. 4. PROVIDE TERMITE PROTECTION IN ACCORDANCE WITH AS 3660.1. PROVIDE TERMITE PROTECTION IN ACCORDANCE WITH AS 3660.1. AS 3660.1. . 5. TREES OR SHRUBS ARE NOT TO BE PLANTED CLOSE TO THE BUILDING (REFER TREES OR SHRUBS ARE NOT TO BE PLANTED CLOSE TO THE BUILDING (REFER OR SHRUBS ARE NOT TO BE PLANTED CLOSE TO THE BUILDING (REFER OR SHRUBS ARE NOT TO BE PLANTED CLOSE TO THE BUILDING (REFER SHRUBS ARE NOT TO BE PLANTED CLOSE TO THE BUILDING (REFER SHRUBS ARE NOT TO BE PLANTED CLOSE TO THE BUILDING (REFER ARE NOT TO BE PLANTED CLOSE TO THE BUILDING (REFER ARE NOT TO BE PLANTED CLOSE TO THE BUILDING (REFER NOT TO BE PLANTED CLOSE TO THE BUILDING (REFER NOT TO BE PLANTED CLOSE TO THE BUILDING (REFER TO BE PLANTED CLOSE TO THE BUILDING (REFER TO BE PLANTED CLOSE TO THE BUILDING (REFER BE PLANTED CLOSE TO THE BUILDING (REFER BE PLANTED CLOSE TO THE BUILDING (REFER PLANTED CLOSE TO THE BUILDING (REFER PLANTED CLOSE TO THE BUILDING (REFER CLOSE TO THE BUILDING (REFER CLOSE TO THE BUILDING (REFER TO THE BUILDING (REFER TO THE BUILDING (REFER THE BUILDING (REFER THE BUILDING (REFER BUILDING (REFER BUILDING (REFER (REFER (REFER CSIRO NOTES). ANY EXISTING MEDIUM TO LARGE TREES WITHIN TREE HEIGHT NOTES). ANY EXISTING MEDIUM TO LARGE TREES WITHIN TREE HEIGHT NOTES). ANY EXISTING MEDIUM TO LARGE TREES WITHIN TREE HEIGHT ANY EXISTING MEDIUM TO LARGE TREES WITHIN TREE HEIGHT ANY EXISTING MEDIUM TO LARGE TREES WITHIN TREE HEIGHT EXISTING MEDIUM TO LARGE TREES WITHIN TREE HEIGHT EXISTING MEDIUM TO LARGE TREES WITHIN TREE HEIGHT MEDIUM TO LARGE TREES WITHIN TREE HEIGHT MEDIUM TO LARGE TREES WITHIN TREE HEIGHT TO LARGE TREES WITHIN TREE HEIGHT TO LARGE TREES WITHIN TREE HEIGHT LARGE TREES WITHIN TREE HEIGHT LARGE TREES WITHIN TREE HEIGHT TREES WITHIN TREE HEIGHT TREES WITHIN TREE HEIGHT WITHIN TREE HEIGHT WITHIN TREE HEIGHT TREE HEIGHT TREE HEIGHT HEIGHT HEIGHT OF THE BUILDING ARE TO BE REMOVED. ALTERNATIVELY AN EFFECTIVE ROOT THE BUILDING ARE TO BE REMOVED. ALTERNATIVELY AN EFFECTIVE ROOT THE BUILDING ARE TO BE REMOVED. ALTERNATIVELY AN EFFECTIVE ROOT BUILDING ARE TO BE REMOVED. ALTERNATIVELY AN EFFECTIVE ROOT BUILDING ARE TO BE REMOVED. ALTERNATIVELY AN EFFECTIVE ROOT ARE TO BE REMOVED. ALTERNATIVELY AN EFFECTIVE ROOT ARE TO BE REMOVED. ALTERNATIVELY AN EFFECTIVE ROOT TO BE REMOVED. ALTERNATIVELY AN EFFECTIVE ROOT TO BE REMOVED. ALTERNATIVELY AN EFFECTIVE ROOT BE REMOVED. ALTERNATIVELY AN EFFECTIVE ROOT BE REMOVED. ALTERNATIVELY AN EFFECTIVE ROOT REMOVED. ALTERNATIVELY AN EFFECTIVE ROOT REMOVED. ALTERNATIVELY AN EFFECTIVE ROOT ALTERNATIVELY AN EFFECTIVE ROOT ALTERNATIVELY AN EFFECTIVE ROOT AN EFFECTIVE ROOT AN EFFECTIVE ROOT EFFECTIVE ROOT EFFECTIVE ROOT ROOT ROOT BARRIER TO BE INSTALLED. ROOT BARRIER DETAILS BY OTHERS. 6. COMPACTION TESTS ARE REQUIRED FOR EVERY 500mm OF MATERIAL DEPTH COMPACTION TESTS ARE REQUIRED FOR EVERY 500mm OF MATERIAL DEPTH TESTS ARE REQUIRED FOR EVERY 500mm OF MATERIAL DEPTH TESTS ARE REQUIRED FOR EVERY 500mm OF MATERIAL DEPTH ARE REQUIRED FOR EVERY 500mm OF MATERIAL DEPTH ARE REQUIRED FOR EVERY 500mm OF MATERIAL DEPTH REQUIRED FOR EVERY 500mm OF MATERIAL DEPTH REQUIRED FOR EVERY 500mm OF MATERIAL DEPTH FOR EVERY 500mm OF MATERIAL DEPTH FOR EVERY 500mm OF MATERIAL DEPTH EVERY 500mm OF MATERIAL DEPTH EVERY 500mm OF MATERIAL DEPTH 500mm OF MATERIAL DEPTH 500mm OF MATERIAL DEPTH OF MATERIAL DEPTH OF MATERIAL DEPTH MATERIAL DEPTH MATERIAL DEPTH DEPTH DEPTH IN FILL AREA PRIOR TO SLAB CONSTRUCTION. LEGEND C1 100 x 100 x 3.0 SHS GALV. POST 100 x 100 x 3.0 SHS GALV. POST 3-L11TM x 2000mm TRIMMER BARS (30mm TOP COVER) PLACED DIAGONALLY AT LOCATIONS SHOWN.

SLAB SPECIFICATIONS: MAIN SLAB: 100mm THICK REINFORCED CONCRETE SLAB SL82 SLAB MESH (30mm TOP COVER) N20 (20MPa) CONCRETE GRADE PATH SLAB: 100mm THICK REINFORCED CONCRETE SLAB SL72 SLAB MESH (30mm TOP COVER) N20 (20MPa) CONCRETE GRADE

SLAB & FOOTING LAYOUT PLAN SCALE: 1:100 SCALE: 1:100SCALE: 1:100

DRAWING No.

JOB No.

TITLE

PROJECT

SLAB & FOOTING LAYOUT PLAN

M16-510

DATE

BY

REV.

DESCRIPTION

CONSULTING ENGINEERS

A.C.N 053 696 272

PTY LTD LTDLTD

PH:07 4121 434407 4121 4344

EMAIL:[email protected]@holmesmcleod.com.au

328 ALICE STREET MARYBOROUGH QLD 4650

PH:03 5562 999003 5562 9990

EMAIL:[email protected]@holmesmcleod.com.au

MOB:0427 214 3470427 214 347

451 RAGLAN PDE, WARRNAMBOOL, VIC 3280

DESIGN

SH

DRAWN

CHECK

JR

RPEQ

SH

SCALE

1:100

SIZE

A3

DATE

15/11/2016

7374

S03

ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING BOYS AVENUE, MARYBOROUGH

-

PRELIMINARY ISSUE

SH

15.11.16

-

TENDER ISSUE

SH

29.11.16

FL

3-L11TM 40mm COVER

FALL

SAND BED

0.2mm POLY VAPOUR BARRIER

SL82 MESH TOP 30mm COVER

1/N12 BAR

EDGE BEAM (E1)

3

A

SECTION

SCALE 1:10

EDGE BEAM (E1)

FL

3-L11TM 40mm COVER, 2/3-L11TM 40mm COVER WHERE FOOTING DEPTH IS 500mm OR GREATER

FALL

SAND BED

0.2mm POLY VAPOUR BARRIER

SL82 MESH TOP 30mm COVER

1/N12 BAR

EDGE BEAM (E2)

3

B

SECTION

SCALE 1:10

EDGE BEAM (E2)

N12 BAR x 600mm AT 400mm CRS, CHEMICAL INJECTION 150mm INTO SLAB BEAM

SL72 MESH TOP 30mm COVER

WALL FRAME

SAND BED

3-L11TM 40mm COVER

0.2mm POLY VAPOUR BARRIER

SL82 MESH TOP 30mm COVER

1/N12 BAR

EDGE BEAM (E3) EDGE BEAM (E6)

3

C

SECTION

SCALE 1:10

EDGE BEAM (E3)

EDGE BEAM (E6)

SL82 MESH TOP 30mm COVER

1/N12 BAR

N12 BAR x 600mm AT 400mm CRS, CHEMICAL INJECTION 150mm INTO EXISTING FOOTING

3-L11TM 40mm COVER

EDGE BEAM (E4)

EDGE BEAM (E4) EXISTING FOOTING

3

D

SECTION

SCALE 1:10

EDGE BEAM (E5) EXISTING FOOTING

3

E

SECTION

SCALE 1:10

SL82 MESH TOP 30mm COVER

1/N12 BAR

N12 BAR x 600mm AT 400mm CRS, CHEMICAL INJECTION 150mm INTO EXISTING FOOTING

3-L11TM 40mm COVER

EDGE BEAM (E5)

DRAWING No.

JOB No.

TITLE

PROJECT

SLAB & FOOTING SECTIONS

M16-510

DATE

BY

REV.

DESCRIPTION

CONSULTING ENGINEERS

A.C.N 053 696 272

PTY LTD LTDLTD

PH:07 4121 434407 4121 4344

EMAIL:[email protected]@holmesmcleod.com.au

328 ALICE STREET MARYBOROUGH QLD 4650

PH:03 5562 999003 5562 9990

EMAIL:[email protected]@holmesmcleod.com.au

MOB:0427 214 3470427 214 347

451 RAGLAN PDE, WARRNAMBOOL, VIC 3280

DESIGN

SH

DRAWN

CHECK

JR

RPEQ

SH

SCALE

1:10

SIZE

A3

DATE

15/11/2016

7374

S04

ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING BOYS AVENUE, MARYBOROUGH

-

PRELIMINARY ISSUE

SH

15.11.16

-

TENDER ISSUE

SH

29.11.16

3-L11TM 40mm COVER

0.2mm POLY VAPOUR BARRIER

SAND BED

SL82 MESH TOP 30mm COVER

1/N12 BAR

STIFFENING BEAM (S1)

3

H

SECTION

SCALE 1:10

STIFFENING BEAM (S1)

WALL FRAME

SL82 MESH TOP 30mm COVER

0.2mm POLY VAPOUR BARRIER

SAND BED

3-L11TM 40 COVER

N12 x 1000mm BARS AT 400mm CRS, 450mm LAP WITH SLAB MESH

STEP DOWN (SD2)

3

G

SECTION

SCALE 1:10

STEP DOWN (SD2)

1/N12 BAR

WALL FRAME

SL82 MESH TOP 30mm COVER

0.2mm POLY VAPOUR BARRIER

SAND BED

3-L11TM 40 COVER

N12 x 1000mm BARS AT 400mm CRS, 450mm LAP WITH SLAB MESH

STEP DOWN (SD1)

3

F

SECTION

SCALE 1:10

STEP DOWN (SD1)

1/N12 BAR

WET SAW CUT JOINT, 40 DEEP SAW CUT JOINT, 40 DEEP SAW CUT JOINT, 40 DEEP CUT JOINT, 40 DEEP CUT JOINT, 40 DEEP JOINT, 40 DEEP JOINT, 40 DEEP 40 DEEP 40 DEEP DEEP DEEP x 6 WIDE. CUT EVERY 2ND WIRE.

SAND BED

SL72 MESH TOP 30mm COVER

TYPICAL SAW-CUT CONTRACTION JOINT - SJ SCALE 1:10

0.2mm POLY VAPOUR BARRIER

100x100x3.0 SHS GAL. STEEL POST

6mm END PLATE 4 CFW

MASS CONCRETE FOOTING 20MPa CONCRETE

2 LAYERS OF 0.2mm POLY VAPOUR BARRIER TO SIDES OF FOOTING

FL

FALL

FL

FALL

STEEL COLUMN (C1) FOOTING (P1)

3

J

SECTION

SCALE 1:10

BITUMEN COAT BELOW GROUND LEVEL & 100mm ABOVE CONC. LEVEL

FOOTING (P1)

DRAWING No.

JOB No.

TITLE

PROJECT

SLAB & FOOTING SECTIONS

M16-510

DATE

BY

REV.

DESCRIPTION

CONSULTING ENGINEERS

A.C.N 053 696 272

PTY LTD LTDLTD

PH:07 4121 434407 4121 4344

EMAIL:[email protected]@holmesmcleod.com.au

328 ALICE STREET MARYBOROUGH QLD 4650

PH:03 5562 999003 5562 9990

EMAIL:[email protected]@holmesmcleod.com.au

MOB:0427 214 3470427 214 347

451 RAGLAN PDE, WARRNAMBOOL, VIC 3280

DESIGN

SH

DRAWN

CHECK

JR

RPEQ

SH

SCALE

1:10

SIZE

A3

DATE

15/11/2016

7374

S05

ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING BOYS AVENUE, MARYBOROUGH

-

PRELIMINARY ISSUE

SH

15.11.16

-

TENDER ISSUE

SH

29.11.16

DRAWING No.

JOB No.

TITLE

PROJECT

CONCRETE SLAB & FOUNDATION NOTES

M16-510

DATE

BY

REV.

DESCRIPTION

CONSULTING ENGINEERS

A.C.N 053 696 272

PTY LTD LTDLTD

PH:07 4121 434407 4121 4344

EMAIL:[email protected]@holmesmcleod.com.au

328 ALICE STREET MARYBOROUGH QLD 4650

PH:03 5562 999003 5562 9990

EMAIL:[email protected]@holmesmcleod.com.au

MOB:0427 214 3470427 214 347

451 RAGLAN PDE, WARRNAMBOOL, VIC 3280

DESIGN

SH

DRAWN

CHECK

JR

RPEQ

SH

SCALE

-

SIZE

A3

DATE

15/11/2016

7374

S06

30%%D FOR SAND

45%%D FOR CLAY

EXCAVATION ABOVE CRITICAL DEPTH LINE

FALL

CLAY SURFACE FALL

CONCRETE SLAB AND FOUNDATION NOTES 1. FOUNDATION MAINTENANCE AND PERFORMANCE REQUIREMENTS FOUNDATION MAINTENANCE AND PERFORMANCE REQUIREMENTS IT IS THE RESPONSIBILITY OF THE BUILDER TO MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE IS THE RESPONSIBILITY OF THE BUILDER TO MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE IS THE RESPONSIBILITY OF THE BUILDER TO MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE THE RESPONSIBILITY OF THE BUILDER TO MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE THE RESPONSIBILITY OF THE BUILDER TO MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE RESPONSIBILITY OF THE BUILDER TO MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE RESPONSIBILITY OF THE BUILDER TO MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE OF THE BUILDER TO MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE OF THE BUILDER TO MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE THE BUILDER TO MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE THE BUILDER TO MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE BUILDER TO MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE BUILDER TO MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE TO MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE TO MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE MAKE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE THE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE BUILDING OWNER AWARE OF THE EXPECTED PERFORMANCE OWNER AWARE OF THE EXPECTED PERFORMANCE OWNER AWARE OF THE EXPECTED PERFORMANCE AWARE OF THE EXPECTED PERFORMANCE AWARE OF THE EXPECTED PERFORMANCE OF THE EXPECTED PERFORMANCE OF THE EXPECTED PERFORMANCE THE EXPECTED PERFORMANCE THE EXPECTED PERFORMANCE EXPECTED PERFORMANCE EXPECTED PERFORMANCE PERFORMANCE PERFORMANCE CAPABILITIES OF THIS STRUCTURE'S FOOTINGS AND SLAB. THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN OF THIS STRUCTURE'S FOOTINGS AND SLAB. THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN OF THIS STRUCTURE'S FOOTINGS AND SLAB. THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN THIS STRUCTURE'S FOOTINGS AND SLAB. THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN THIS STRUCTURE'S FOOTINGS AND SLAB. THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN STRUCTURE'S FOOTINGS AND SLAB. THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN STRUCTURE'S FOOTINGS AND SLAB. THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN FOOTINGS AND SLAB. THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN FOOTINGS AND SLAB. THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN AND SLAB. THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN AND SLAB. THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN SLAB. THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN SLAB. THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN THESE FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN FOOTINGS AND SLAB HAVE BEEN DESIGNED TO PERFORM IN AND SLAB HAVE BEEN DESIGNED TO PERFORM IN AND SLAB HAVE BEEN DESIGNED TO PERFORM IN SLAB HAVE BEEN DESIGNED TO PERFORM IN SLAB HAVE BEEN DESIGNED TO PERFORM IN HAVE BEEN DESIGNED TO PERFORM IN HAVE BEEN DESIGNED TO PERFORM IN BEEN DESIGNED TO PERFORM IN BEEN DESIGNED TO PERFORM IN DESIGNED TO PERFORM IN DESIGNED TO PERFORM IN TO PERFORM IN TO PERFORM IN PERFORM IN PERFORM IN IN IN ACCORDANCE WITH AS 2870 - 2011 AND MUST BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME WITH AS 2870 - 2011 AND MUST BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME WITH AS 2870 - 2011 AND MUST BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME AS 2870 - 2011 AND MUST BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME AS 2870 - 2011 AND MUST BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME 2870 - 2011 AND MUST BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME 2870 - 2011 AND MUST BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME - 2011 AND MUST BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME - 2011 AND MUST BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME 2011 AND MUST BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME 2011 AND MUST BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME AND MUST BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME AND MUST BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME MUST BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME MUST BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME BE MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME MAINTAINED IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME IN ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME ACCORDANCE WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME WITH THE CSIRO PAMPHLET 10-91 GUIDE TO HOME THE CSIRO PAMPHLET 10-91 GUIDE TO HOME THE CSIRO PAMPHLET 10-91 GUIDE TO HOME CSIRO PAMPHLET 10-91 GUIDE TO HOME CSIRO PAMPHLET 10-91 GUIDE TO HOME PAMPHLET 10-91 GUIDE TO HOME PAMPHLET 10-91 GUIDE TO HOME 10-91 GUIDE TO HOME 10-91 GUIDE TO HOME GUIDE TO HOME GUIDE TO HOME TO HOME TO HOME HOME HOME OWNERS ON FOUNDATION MAINTENANCE AND FOOTING PERFORMANCE AND APPENDIX B OF AS 2870 - 2011. A SUMMARY OF ON FOUNDATION MAINTENANCE AND FOOTING PERFORMANCE AND APPENDIX B OF AS 2870 - 2011. A SUMMARY OF ON FOUNDATION MAINTENANCE AND FOOTING PERFORMANCE AND APPENDIX B OF AS 2870 - 2011. A SUMMARY OF FOUNDATION MAINTENANCE AND FOOTING PERFORMANCE AND APPENDIX B OF AS 2870 - 2011. A SUMMARY OF FOUNDATION MAINTENANCE AND FOOTING PERFORMANCE AND APPENDIX B OF AS 2870 - 2011. A SUMMARY OF MAINTENANCE AND FOOTING PERFORMANCE AND APPENDIX B OF AS 2870 - 2011. A SUMMARY OF MAINTENANCE AND FOOTING PERFORMANCE AND APPENDIX B OF AS 2870 - 2011. A SUMMARY OF AND FOOTING PERFORMANCE AND APPENDIX B OF AS 2870 - 2011. A SUMMARY OF AND FOOTING PERFORMANCE AND APPENDIX B OF AS 2870 - 2011. A SUMMARY OF FOOTING PERFORMANCE AND APPENDIX B OF AS 2870 - 2011. A SUMMARY OF FOOTING PERFORMANCE AND APPENDIX B OF AS 2870 - 2011. A SUMMARY OF PERFORMANCE AND APPENDIX B OF AS 2870 - 2011. A SUMMARY OF PERFORMANCE AND APPENDIX B OF AS 2870 - 2011. A SUMMARY OF AND APPENDIX B OF AS 2870 - 2011. A SUMMARY OF AND APPENDIX B OF AS 2870 - 2011. A SUMMARY OF APPENDIX B OF AS 2870 - 2011. A SUMMARY OF APPENDIX B OF AS 2870 - 2011. A SUMMARY OF B OF AS 2870 - 2011. A SUMMARY OF B OF AS 2870 - 2011. A SUMMARY OF OF AS 2870 - 2011. A SUMMARY OF OF AS 2870 - 2011. A SUMMARY OF AS 2870 - 2011. A SUMMARY OF AS 2870 - 2011. A SUMMARY OF 2870 - 2011. A SUMMARY OF 2870 - 2011. A SUMMARY OF - 2011. A SUMMARY OF - 2011. A SUMMARY OF 2011. A SUMMARY OF 2011. A SUMMARY OF . A SUMMARY OF A SUMMARY OF A SUMMARY OF A SUMMARY OF SUMMARY OF SUMMARY OF OF OF APPENDIX B HAS BEEN PROVIDED IN THE SITE CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED B HAS BEEN PROVIDED IN THE SITE CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED B HAS BEEN PROVIDED IN THE SITE CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED HAS BEEN PROVIDED IN THE SITE CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED HAS BEEN PROVIDED IN THE SITE CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED BEEN PROVIDED IN THE SITE CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED BEEN PROVIDED IN THE SITE CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED PROVIDED IN THE SITE CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED PROVIDED IN THE SITE CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED IN THE SITE CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED IN THE SITE CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED THE SITE CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED THE SITE CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED SITE CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED SITE CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED CLASSIFICATION NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED NOTES CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED CIVIL AND STRUCTURAL WORKS SPECIFICATION PROVIDED AND STRUCTURAL WORKS SPECIFICATION PROVIDED AND STRUCTURAL WORKS SPECIFICATION PROVIDED STRUCTURAL WORKS SPECIFICATION PROVIDED STRUCTURAL WORKS SPECIFICATION PROVIDED WORKS SPECIFICATION PROVIDED WORKS SPECIFICATION PROVIDED SPECIFICATION PROVIDED SPECIFICATION PROVIDED PROVIDED PROVIDED BY HOLMES MCLEOD CONSULTING ENGINEERS. HOLMES MCLEOD CONSULTING ENGINEERS. . 2. ABNORMAL SITE CONDITIONS ABNORMAL SITE CONDITIONS FOOTING AND SLAB DESIGNS CONTAINED HEREIN DO NOT COVER THE FOLLOWING ABNORMAL SITE CONDITIONS: DO NOT COVER THE FOLLOWING ABNORMAL SITE CONDITIONS: COVER THE FOLLOWING ABNORMAL SITE CONDITIONS: A. RECENT REMOVAL OF AN EXISTING BUILDING OR STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE RECENT REMOVAL OF AN EXISTING BUILDING OR STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE REMOVAL OF AN EXISTING BUILDING OR STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE REMOVAL OF AN EXISTING BUILDING OR STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE OF AN EXISTING BUILDING OR STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE OF AN EXISTING BUILDING OR STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE AN EXISTING BUILDING OR STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE AN EXISTING BUILDING OR STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE EXISTING BUILDING OR STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE EXISTING BUILDING OR STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE BUILDING OR STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE BUILDING OR STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE OR STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE OR STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE STRUCTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE LIKELY TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE TO HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE HAVE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE SIGNIFICANTLY MODIFIED THE SOIL MOISTURE MODIFIED THE SOIL MOISTURE MODIFIED THE SOIL MOISTURE THE SOIL MOISTURE THE SOIL MOISTURE SOIL MOISTURE SOIL MOISTURE MOISTURE MOISTURE CONDITIONS UNDER THE PROPOSED PLAN OF THE BUILDING. B. UNUSUAL MOISTURE CONDITIONS CAUSED BY DRAINS, CHANNELS, PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR UNUSUAL MOISTURE CONDITIONS CAUSED BY DRAINS, CHANNELS, PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR MOISTURE CONDITIONS CAUSED BY DRAINS, CHANNELS, PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR MOISTURE CONDITIONS CAUSED BY DRAINS, CHANNELS, PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR CONDITIONS CAUSED BY DRAINS, CHANNELS, PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR CONDITIONS CAUSED BY DRAINS, CHANNELS, PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR CAUSED BY DRAINS, CHANNELS, PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR CAUSED BY DRAINS, CHANNELS, PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR BY DRAINS, CHANNELS, PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR BY DRAINS, CHANNELS, PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR DRAINS, CHANNELS, PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR DRAINS, CHANNELS, PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR CHANNELS, PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR CHANNELS, PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR PONDS, DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR DAMS OR TANKS WHICH ARE TO BE MAINTAINED OR OR TANKS WHICH ARE TO BE MAINTAINED OR OR TANKS WHICH ARE TO BE MAINTAINED OR TANKS WHICH ARE TO BE MAINTAINED OR TANKS WHICH ARE TO BE MAINTAINED OR WHICH ARE TO BE MAINTAINED OR WHICH ARE TO BE MAINTAINED OR ARE TO BE MAINTAINED OR ARE TO BE MAINTAINED OR TO BE MAINTAINED OR TO BE MAINTAINED OR BE MAINTAINED OR BE MAINTAINED OR MAINTAINED OR MAINTAINED OR OR OR REMOVED FROM THE SITE. C. RECENT REMOVAL OF LARGE TREES PRIOR TO CONSTRUCTION. RECENT REMOVAL OF LARGE TREES PRIOR TO CONSTRUCTION. D. GROWTH OF TREES TOO CLOSE TO A FOOTING. GROWTH OF TREES TOO CLOSE TO A FOOTING. E. EXCESSIVE OR IRREGULAR WATERING OF GARDENS ADJACENT TO THE STRUCTURE. EXCESSIVE OR IRREGULAR WATERING OF GARDENS ADJACENT TO THE STRUCTURE. F. LACK OF MAINTENANCE OF SITE DRAINAGE. LACK OF MAINTENANCE OF SITE DRAINAGE. G. FAILURE TO REPAIR PLUMBING LEAKS. FAILURE TO REPAIR PLUMBING LEAKS. IT IS THE BUILDER'S RESPONSIBILITY TO CHECK THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE IS THE BUILDER'S RESPONSIBILITY TO CHECK THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE IS THE BUILDER'S RESPONSIBILITY TO CHECK THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE THE BUILDER'S RESPONSIBILITY TO CHECK THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE THE BUILDER'S RESPONSIBILITY TO CHECK THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE BUILDER'S RESPONSIBILITY TO CHECK THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE BUILDER'S RESPONSIBILITY TO CHECK THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE RESPONSIBILITY TO CHECK THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE RESPONSIBILITY TO CHECK THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE TO CHECK THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE TO CHECK THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE CHECK THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE CHECK THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE SITE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE AND CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE CONFER WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE WITH THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE BUILDING OWNER TO ASCERTAIN IF ANY OF THE OWNER TO ASCERTAIN IF ANY OF THE OWNER TO ASCERTAIN IF ANY OF THE TO ASCERTAIN IF ANY OF THE TO ASCERTAIN IF ANY OF THE ASCERTAIN IF ANY OF THE ASCERTAIN IF ANY OF THE IF ANY OF THE IF ANY OF THE ANY OF THE ANY OF THE OF THE OF THE THE THE ABOVE CONDITIONS ARE PRESENT ON SITE OR ARE LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR CONDITIONS ARE PRESENT ON SITE OR ARE LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR CONDITIONS ARE PRESENT ON SITE OR ARE LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR ARE PRESENT ON SITE OR ARE LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR ARE PRESENT ON SITE OR ARE LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR PRESENT ON SITE OR ARE LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR PRESENT ON SITE OR ARE LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR ON SITE OR ARE LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR ON SITE OR ARE LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR SITE OR ARE LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR SITE OR ARE LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR OR ARE LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR OR ARE LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR ARE LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR ARE LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR LIKELY TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR TO OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR OCCUR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR IN FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR FUTURE. THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR DESIGN ENGINEER MUST BE NOTIFIED PRIOR DESIGN ENGINEER MUST BE NOTIFIED PRIOR ENGINEER MUST BE NOTIFIED PRIOR ENGINEER MUST BE NOTIFIED PRIOR MUST BE NOTIFIED PRIOR MUST BE NOTIFIED PRIOR BE NOTIFIED PRIOR BE NOTIFIED PRIOR NOTIFIED PRIOR NOTIFIED PRIOR PRIOR PRIOR TO CONSTRUCTION IF THIS IS THE CASE. IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE CONSTRUCTION IF THIS IS THE CASE. IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE CONSTRUCTION IF THIS IS THE CASE. IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE IF THIS IS THE CASE. IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE IF THIS IS THE CASE. IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE THIS IS THE CASE. IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE THIS IS THE CASE. IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE IS THE CASE. IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE IS THE CASE. IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE THE CASE. IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE THE CASE. IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE CASE. IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE CASE. IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE IF NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE NOTIFICATION DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE DOES NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE NOT OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE OCCUR THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE THE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE ENGINEER CANNOT BE HELD LIABLE FOR DAMAGE CANNOT BE HELD LIABLE FOR DAMAGE CANNOT BE HELD LIABLE FOR DAMAGE BE HELD LIABLE FOR DAMAGE BE HELD LIABLE FOR DAMAGE HELD LIABLE FOR DAMAGE HELD LIABLE FOR DAMAGE LIABLE FOR DAMAGE LIABLE FOR DAMAGE FOR DAMAGE FOR DAMAGE DAMAGE DAMAGE TO THE BUILDING CAUSED BY THE ABOVE ABNORMAL CONDITIONS. 3. DRAINAGE DRAINAGE SUITABLE DRAINAGE IN ACCORDANCE WITH CSIRO NOTES ENCLOSED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND DRAINAGE IN ACCORDANCE WITH CSIRO NOTES ENCLOSED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND DRAINAGE IN ACCORDANCE WITH CSIRO NOTES ENCLOSED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND IN ACCORDANCE WITH CSIRO NOTES ENCLOSED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND IN ACCORDANCE WITH CSIRO NOTES ENCLOSED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND ACCORDANCE WITH CSIRO NOTES ENCLOSED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND ACCORDANCE WITH CSIRO NOTES ENCLOSED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND WITH CSIRO NOTES ENCLOSED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND WITH CSIRO NOTES ENCLOSED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND CSIRO NOTES ENCLOSED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND CSIRO NOTES ENCLOSED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND NOTES ENCLOSED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND NOTES ENCLOSED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND ENCLOSED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND ENCLOSED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND AS DETAILED IN THE DESIGN IS TO BE PROVIDED AND DETAILED IN THE DESIGN IS TO BE PROVIDED AND DETAILED IN THE DESIGN IS TO BE PROVIDED AND IN THE DESIGN IS TO BE PROVIDED AND IN THE DESIGN IS TO BE PROVIDED AND THE DESIGN IS TO BE PROVIDED AND THE DESIGN IS TO BE PROVIDED AND DESIGN IS TO BE PROVIDED AND DESIGN IS TO BE PROVIDED AND IS TO BE PROVIDED AND IS TO BE PROVIDED AND TO BE PROVIDED AND TO BE PROVIDED AND BE PROVIDED AND BE PROVIDED AND PROVIDED AND PROVIDED AND AND AND MAINTAINED IN ACCORDANCE WITH APPENDIX A AND B OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER IN ACCORDANCE WITH APPENDIX A AND B OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER IN ACCORDANCE WITH APPENDIX A AND B OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER ACCORDANCE WITH APPENDIX A AND B OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER ACCORDANCE WITH APPENDIX A AND B OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER WITH APPENDIX A AND B OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER WITH APPENDIX A AND B OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER APPENDIX A AND B OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER APPENDIX A AND B OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER A AND B OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER A AND B OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER AND B OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER AND B OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER B OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER B OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER OF AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER AS 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER 2870 - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER - 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER 2011. IT IS THE RESPONSIBILITY OF THE PRESENT OWNER . IT IS THE RESPONSIBILITY OF THE PRESENT OWNER IT IS THE RESPONSIBILITY OF THE PRESENT OWNER IT IS THE RESPONSIBILITY OF THE PRESENT OWNER IT IS THE RESPONSIBILITY OF THE PRESENT OWNER IS THE RESPONSIBILITY OF THE PRESENT OWNER IS THE RESPONSIBILITY OF THE PRESENT OWNER THE RESPONSIBILITY OF THE PRESENT OWNER THE RESPONSIBILITY OF THE PRESENT OWNER RESPONSIBILITY OF THE PRESENT OWNER RESPONSIBILITY OF THE PRESENT OWNER OF THE PRESENT OWNER OF THE PRESENT OWNER THE PRESENT OWNER THE PRESENT OWNER PRESENT OWNER PRESENT OWNER OWNER OWNER TO MAKE ANY FUTURE OWNERS AWARE OF THESE REQUIREMENTS. FOR REACTIVE CLAY SITES, WHERE DRAINAGE IS ACHIEVED BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF REACTIVE CLAY SITES, WHERE DRAINAGE IS ACHIEVED BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF REACTIVE CLAY SITES, WHERE DRAINAGE IS ACHIEVED BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF CLAY SITES, WHERE DRAINAGE IS ACHIEVED BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF CLAY SITES, WHERE DRAINAGE IS ACHIEVED BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF SITES, WHERE DRAINAGE IS ACHIEVED BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF SITES, WHERE DRAINAGE IS ACHIEVED BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF WHERE DRAINAGE IS ACHIEVED BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF WHERE DRAINAGE IS ACHIEVED BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF DRAINAGE IS ACHIEVED BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF DRAINAGE IS ACHIEVED BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF IS ACHIEVED BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF IS ACHIEVED BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF ACHIEVED BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF ACHIEVED BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF BY FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF FILLING, FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF FILL MUST BE OF LOW PERMEABILITY. PLACEMENT OF MUST BE OF LOW PERMEABILITY. PLACEMENT OF MUST BE OF LOW PERMEABILITY. PLACEMENT OF BE OF LOW PERMEABILITY. PLACEMENT OF BE OF LOW PERMEABILITY. PLACEMENT OF OF LOW PERMEABILITY. PLACEMENT OF OF LOW PERMEABILITY. PLACEMENT OF LOW PERMEABILITY. PLACEMENT OF LOW PERMEABILITY. PLACEMENT OF PERMEABILITY. PLACEMENT OF PERMEABILITY. PLACEMENT OF PLACEMENT OF PLACEMENT OF PLACEMENT OF OF OF SAND OVER REACTIVE CLAY TO ACHIEVE DRAINAGE IS NOT PERMITTED. REFER FOLLOWING DETAIL:

4. TEMPORARY EXCAVATIONS TEMPORARY EXCAVATIONS TEMPORARY EXCAVATIONS PARALLEL TO THE EDGE OF A FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE EXCAVATIONS PARALLEL TO THE EDGE OF A FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE EXCAVATIONS PARALLEL TO THE EDGE OF A FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE PARALLEL TO THE EDGE OF A FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE PARALLEL TO THE EDGE OF A FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE TO THE EDGE OF A FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE TO THE EDGE OF A FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE THE EDGE OF A FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE THE EDGE OF A FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE EDGE OF A FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE EDGE OF A FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE OF A FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE OF A FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE A FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE A FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE FOOTINGS SHALL BE CARRIED OUT ONLY AFTER GIVING DUE SHALL BE CARRIED OUT ONLY AFTER GIVING DUE SHALL BE CARRIED OUT ONLY AFTER GIVING DUE BE CARRIED OUT ONLY AFTER GIVING DUE BE CARRIED OUT ONLY AFTER GIVING DUE CARRIED OUT ONLY AFTER GIVING DUE CARRIED OUT ONLY AFTER GIVING DUE OUT ONLY AFTER GIVING DUE OUT ONLY AFTER GIVING DUE ONLY AFTER GIVING DUE ONLY AFTER GIVING DUE AFTER GIVING DUE AFTER GIVING DUE GIVING DUE GIVING DUE DUE DUE CONSIDERATION TO THE STABILITY OF THE SOIL, THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE TO THE STABILITY OF THE SOIL, THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE TO THE STABILITY OF THE SOIL, THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE THE STABILITY OF THE SOIL, THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE THE STABILITY OF THE SOIL, THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE STABILITY OF THE SOIL, THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE STABILITY OF THE SOIL, THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE OF THE SOIL, THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE OF THE SOIL, THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE THE SOIL, THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE THE SOIL, THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE SOIL, THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE SOIL, THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE NEED TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE TO MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE MAINTAIN SUPPORT FOR THE FOOTING, AND MAINTAIN THE SUPPORT FOR THE FOOTING, AND MAINTAIN THE SUPPORT FOR THE FOOTING, AND MAINTAIN THE FOR THE FOOTING, AND MAINTAIN THE FOR THE FOOTING, AND MAINTAIN THE THE FOOTING, AND MAINTAIN THE THE FOOTING, AND MAINTAIN THE FOOTING, AND MAINTAIN THE FOOTING, AND MAINTAIN THE AND MAINTAIN THE AND MAINTAIN THE MAINTAIN THE MAINTAIN THE THE THE NECESSARY STRENGTH AND PERMEABILITY OF THE BACKFILL MATERIAL. NOTE: GENERALLY EXCAVATIONS SHOULD NOT EXTEND BELOW A LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO GENERALLY EXCAVATIONS SHOULD NOT EXTEND BELOW A LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO GENERALLY EXCAVATIONS SHOULD NOT EXTEND BELOW A LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO EXCAVATIONS SHOULD NOT EXTEND BELOW A LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO EXCAVATIONS SHOULD NOT EXTEND BELOW A LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO SHOULD NOT EXTEND BELOW A LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO SHOULD NOT EXTEND BELOW A LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO NOT EXTEND BELOW A LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO NOT EXTEND BELOW A LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO EXTEND BELOW A LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO EXTEND BELOW A LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO BELOW A LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO BELOW A LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO A LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO A LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO LINE DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO DRAWN 30° TO THE HORIZONTAL FOR SAND, OR 45° TO 30° TO THE HORIZONTAL FOR SAND, OR 45° TO 30° TO THE HORIZONTAL FOR SAND, OR 45° TO TO THE HORIZONTAL FOR SAND, OR 45° TO TO THE HORIZONTAL FOR SAND, OR 45° TO THE HORIZONTAL FOR SAND, OR 45° TO THE HORIZONTAL FOR SAND, OR 45° TO HORIZONTAL FOR SAND, OR 45° TO HORIZONTAL FOR SAND, OR 45° TO FOR SAND, OR 45° TO FOR SAND, OR 45° TO SAND, OR 45° TO SAND, OR 45° TO OR 45° TO OR 45° TO 45° TO 45° TO TO TO THE HORIZONTAL FOR CLAY FROM THE BOTTOM EDGE OF THE FOOTING. REFER DETAIL BELOW. 5. PERMANENT EXCAVATIONS PERMANENT EXCAVATIONS ANY PERMANENT EXCAVATION WITHIN 2000mm OF THE BUILDING AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK PERMANENT EXCAVATION WITHIN 2000mm OF THE BUILDING AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK PERMANENT EXCAVATION WITHIN 2000mm OF THE BUILDING AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK EXCAVATION WITHIN 2000mm OF THE BUILDING AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK EXCAVATION WITHIN 2000mm OF THE BUILDING AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK WITHIN 2000mm OF THE BUILDING AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK WITHIN 2000mm OF THE BUILDING AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK 2000mm OF THE BUILDING AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK 2000mm OF THE BUILDING AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK OF THE BUILDING AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK OF THE BUILDING AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK THE BUILDING AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK THE BUILDING AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK BUILDING AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK BUILDING AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK AND DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK DEEPER THAN 600mm IN MATERIAL OTHER THAN ROCK THAN 600mm IN MATERIAL OTHER THAN ROCK THAN 600mm IN MATERIAL OTHER THAN ROCK 600mm IN MATERIAL OTHER THAN ROCK 600mm IN MATERIAL OTHER THAN ROCK IN MATERIAL OTHER THAN ROCK IN MATERIAL OTHER THAN ROCK MATERIAL OTHER THAN ROCK MATERIAL OTHER THAN ROCK OTHER THAN ROCK OTHER THAN ROCK THAN ROCK THAN ROCK ROCK ROCK SHALL BE ADEQUATELY RETAINED OR BATTERED. PERMANENT EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR BE ADEQUATELY RETAINED OR BATTERED. PERMANENT EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR BE ADEQUATELY RETAINED OR BATTERED. PERMANENT EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR ADEQUATELY RETAINED OR BATTERED. PERMANENT EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR ADEQUATELY RETAINED OR BATTERED. PERMANENT EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR RETAINED OR BATTERED. PERMANENT EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR RETAINED OR BATTERED. PERMANENT EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR OR BATTERED. PERMANENT EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR OR BATTERED. PERMANENT EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR BATTERED. PERMANENT EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR BATTERED. PERMANENT EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR PERMANENT EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR PERMANENT EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR PERMANENT EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR EXCAVATIONS SHOULD NOT CAUSE PONDING OF WATER OR SHOULD NOT CAUSE PONDING OF WATER OR SHOULD NOT CAUSE PONDING OF WATER OR NOT CAUSE PONDING OF WATER OR NOT CAUSE PONDING OF WATER OR CAUSE PONDING OF WATER OR CAUSE PONDING OF WATER OR PONDING OF WATER OR PONDING OF WATER OR OF WATER OR OF WATER OR WATER OR WATER OR OR OR EFFECT DRAINAGE AWAY FROM SLAB.

PERMEABLE SAND FILLING OVERLYING CLAY MAY TRAP WATER DESPITE SURFACE FALL AWAY FROM BUILDING

TEMPORARY EXCAVATION FOR SERVICES

SLAB OR STRIP FOOTING

FOOTING DEPTH INCREASED WHERE NECESSARY TO SUIT DEPTH OF TEMPORARY EXCAVATION

ALL TEMPORARY EXCAVATIONS LOCATED ABOVE THE CRITICAL DEPTH LINE

UNSATISFACTORY METHOD OF ACHIEVING SURFACE FALL AWAY FROM BUILDING

ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING BOYS AVENUE, MARYBOROUGH

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PRELIMINARY ISSUE

SH

15.11.16

6. SITE PREPARATION SITE PREPARATION TOP SOIL CONTAINING ROOTS SHALL BE REMOVED FROM THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER SOIL CONTAINING ROOTS SHALL BE REMOVED FROM THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER SOIL CONTAINING ROOTS SHALL BE REMOVED FROM THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER CONTAINING ROOTS SHALL BE REMOVED FROM THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER CONTAINING ROOTS SHALL BE REMOVED FROM THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER ROOTS SHALL BE REMOVED FROM THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER ROOTS SHALL BE REMOVED FROM THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER SHALL BE REMOVED FROM THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER SHALL BE REMOVED FROM THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER BE REMOVED FROM THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER BE REMOVED FROM THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER REMOVED FROM THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER REMOVED FROM THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER FROM THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER FROM THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER THE AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER AREA ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER ON WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER WHICH THE SLAB IS TO REST. TAKE CARE NOT TO OVER THE SLAB IS TO REST. TAKE CARE NOT TO OVER THE SLAB IS TO REST. TAKE CARE NOT TO OVER SLAB IS TO REST. TAKE CARE NOT TO OVER SLAB IS TO REST. TAKE CARE NOT TO OVER IS TO REST. TAKE CARE NOT TO OVER IS TO REST. TAKE CARE NOT TO OVER TO REST. TAKE CARE NOT TO OVER TO REST. TAKE CARE NOT TO OVER REST. TAKE CARE NOT TO OVER REST. TAKE CARE NOT TO OVER TAKE CARE NOT TO OVER TAKE CARE NOT TO OVER TAKE CARE NOT TO OVER CARE NOT TO OVER CARE NOT TO OVER NOT TO OVER NOT TO OVER TO OVER TO OVER OVER OVER EXCAVATE TOPSOIL CAUSING DEPRESSIONS WHERE WATER CAN BE TRAPPED UNDER SLAB. THIS SITE IS THEN TO BE FILLED WITH 700mm STABLE CONTROLLED FILL. 700mm STABLE CONTROLLED FILL. STABLE CONTROLLED FILL. 6.1. CONTROLLED FILL CONTROLLED FILL IF STABLE FILL (GRANULAR OR SAND) HAS BEEN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN STABLE FILL (GRANULAR OR SAND) HAS BEEN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN STABLE FILL (GRANULAR OR SAND) HAS BEEN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN FILL (GRANULAR OR SAND) HAS BEEN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN FILL (GRANULAR OR SAND) HAS BEEN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN (GRANULAR OR SAND) HAS BEEN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN (GRANULAR OR SAND) HAS BEEN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN OR SAND) HAS BEEN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN OR SAND) HAS BEEN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN SAND) HAS BEEN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN SAND) HAS BEEN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN HAS BEEN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN HAS BEEN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN BEEN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN BEEN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN SPECIFIED (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN (SEE ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN ABOVE), IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN IT MAY BE UP TO 800mm DEEP, WELL COMPACTED IN MAY BE UP TO 800mm DEEP, WELL COMPACTED IN MAY BE UP TO 800mm DEEP, WELL COMPACTED IN BE UP TO 800mm DEEP, WELL COMPACTED IN BE UP TO 800mm DEEP, WELL COMPACTED IN UP TO 800mm DEEP, WELL COMPACTED IN UP TO 800mm DEEP, WELL COMPACTED IN TO 800mm DEEP, WELL COMPACTED IN TO 800mm DEEP, WELL COMPACTED IN 800mm DEEP, WELL COMPACTED IN 800mm DEEP, WELL COMPACTED IN DEEP, WELL COMPACTED IN DEEP, WELL COMPACTED IN WELL COMPACTED IN WELL COMPACTED IN COMPACTED IN COMPACTED IN IN IN NOT MORE THAN 300mm LAYERS BY A VIBRATING PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE MORE THAN 300mm LAYERS BY A VIBRATING PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE MORE THAN 300mm LAYERS BY A VIBRATING PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE THAN 300mm LAYERS BY A VIBRATING PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE THAN 300mm LAYERS BY A VIBRATING PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE 300mm LAYERS BY A VIBRATING PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE 300mm LAYERS BY A VIBRATING PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE LAYERS BY A VIBRATING PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE LAYERS BY A VIBRATING PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE BY A VIBRATING PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE BY A VIBRATING PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE A VIBRATING PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE A VIBRATING PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE VIBRATING PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE VIBRATING PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE PLATE, OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE OR VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE VIBRATING ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE ROLLER. (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE (EXCAVATOR, BOBCAT OR DOZER TRACKS ARE BOBCAT OR DOZER TRACKS ARE BOBCAT OR DOZER TRACKS ARE OR DOZER TRACKS ARE OR DOZER TRACKS ARE DOZER TRACKS ARE DOZER TRACKS ARE TRACKS ARE TRACKS ARE ARE ARE NOT SUITABLE FOR THIS). NOTE: DEPTHS OF FILL GIVEN ABOVE ARE DEPTHS MEASURED AFTER COMPACTION. COMPACTION TEST EVERY 500mm OF FILL DEPTH REQUIRED ON FILLED AREA PRIOR TO SLAB CONSTRUCTION

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TENDER ISSUE

SH

29.11.16

DRAWING No.

JOB No.

TITLE

PROJECT

CONCRETE SLAB & FOUNDATION NOTES

M16-510

DATE

BY

REV.

DESCRIPTION

CONSULTING ENGINEERS

A.C.N 053 696 272

PTY LTD LTDLTD

PH:07 4121 434407 4121 4344

EMAIL:[email protected]@holmesmcleod.com.au

328 ALICE STREET MARYBOROUGH QLD 4650

PH:03 5562 999003 5562 9990

EMAIL:[email protected]@holmesmcleod.com.au

MOB:0427 214 3470427 214 347

451 RAGLAN PDE, WARRNAMBOOL, VIC 3280

DESIGN

SH

DRAWN

CHECK

JR

RPEQ

SH

SCALE

-

SIZE

A3

DATE

15/11/2016

7374

S07

7. FOUNDATIONS FOR SLABS FOUNDATIONS FOR SLABS A. ON SITES SUBJECT TO WIND OR WATER EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING ON SITES SUBJECT TO WIND OR WATER EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING SITES SUBJECT TO WIND OR WATER EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING SITES SUBJECT TO WIND OR WATER EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING SUBJECT TO WIND OR WATER EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING SUBJECT TO WIND OR WATER EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING TO WIND OR WATER EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING TO WIND OR WATER EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING WIND OR WATER EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING WIND OR WATER EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING OR WATER EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING OR WATER EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING WATER EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING WATER EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING EROSION, THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING THE MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING MINIMUM DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING DEPTH BELOW GROUND OF THE EDGE BEAM OR FOOTING BELOW GROUND OF THE EDGE BEAM OR FOOTING BELOW GROUND OF THE EDGE BEAM OR FOOTING GROUND OF THE EDGE BEAM OR FOOTING GROUND OF THE EDGE BEAM OR FOOTING OF THE EDGE BEAM OR FOOTING OF THE EDGE BEAM OR FOOTING THE EDGE BEAM OR FOOTING THE EDGE BEAM OR FOOTING EDGE BEAM OR FOOTING EDGE BEAM OR FOOTING BEAM OR FOOTING BEAM OR FOOTING OR FOOTING OR FOOTING FOOTING FOOTING SHALL BE 300mm AND THE SLAB EDGE SHALL BE PROTECTED. OTHERWISE 100mm SHOULD BE ADEQUATE. B. THE SLAB, INCLUDING EDGE AND INTERNAL BEAMS SHALL BE FOUNDED AS FOLLOWS: THE SLAB, INCLUDING EDGE AND INTERNAL BEAMS SHALL BE FOUNDED AS FOLLOWS: SLAB PANELS, EDGE BEAMS, INTERNAL BEAMS ARE TO BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING PANELS, EDGE BEAMS, INTERNAL BEAMS ARE TO BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING PANELS, EDGE BEAMS, INTERNAL BEAMS ARE TO BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING EDGE BEAMS, INTERNAL BEAMS ARE TO BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING EDGE BEAMS, INTERNAL BEAMS ARE TO BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING BEAMS, INTERNAL BEAMS ARE TO BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING BEAMS, INTERNAL BEAMS ARE TO BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING INTERNAL BEAMS ARE TO BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING INTERNAL BEAMS ARE TO BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING BEAMS ARE TO BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING BEAMS ARE TO BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING ARE TO BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING ARE TO BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING TO BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING TO BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING BE SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING SUPPORTED ON MATERIAL WITH AN ALLOWABLE BEARING ON MATERIAL WITH AN ALLOWABLE BEARING ON MATERIAL WITH AN ALLOWABLE BEARING MATERIAL WITH AN ALLOWABLE BEARING MATERIAL WITH AN ALLOWABLE BEARING WITH AN ALLOWABLE BEARING WITH AN ALLOWABLE BEARING AN ALLOWABLE BEARING AN ALLOWABLE BEARING ALLOWABLE BEARING ALLOWABLE BEARING BEARING BEARING PRESSURE NOT LESS THAN 50 KPA. EDGE BEAMS MAY ONLY BE FOUNDED ON NATURAL SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF BEAMS MAY ONLY BE FOUNDED ON NATURAL SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF BEAMS MAY ONLY BE FOUNDED ON NATURAL SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF MAY ONLY BE FOUNDED ON NATURAL SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF MAY ONLY BE FOUNDED ON NATURAL SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF ONLY BE FOUNDED ON NATURAL SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF ONLY BE FOUNDED ON NATURAL SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF BE FOUNDED ON NATURAL SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF BE FOUNDED ON NATURAL SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF FOUNDED ON NATURAL SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF FOUNDED ON NATURAL SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF ON NATURAL SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF ON NATURAL SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF NATURAL SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF NATURAL SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF SOIL OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF OR CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF CONTROLLED FILL WITH A MINIMUM BEARING PRESSURE OF FILL WITH A MINIMUM BEARING PRESSURE OF FILL WITH A MINIMUM BEARING PRESSURE OF WITH A MINIMUM BEARING PRESSURE OF WITH A MINIMUM BEARING PRESSURE OF A MINIMUM BEARING PRESSURE OF A MINIMUM BEARING PRESSURE OF MINIMUM BEARING PRESSURE OF MINIMUM BEARING PRESSURE OF BEARING PRESSURE OF BEARING PRESSURE OF PRESSURE OF PRESSURE OF OF OF 50 KPA. C. THE BASE OF EDGE BEAMS MAY BE SLOPED NOT MORE THAN 1 IN 10. THE BASE OF EDGE BEAMS MAY BE SLOPED NOT MORE THAN 1 IN 10. D. IF THE SAND LAYER IS DEEPER THAN 100mm IT MUST BE COMPACTED AS DETAILED IN ITEM 6. IF THE SAND LAYER IS DEEPER THAN 100mm IT MUST BE COMPACTED AS DETAILED IN ITEM 6. 8. TREATMENT OF ROCK TREATMENT OF ROCK WHERE ALL OR PART OF THE SLAB IS ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER ALL OR PART OF THE SLAB IS ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER ALL OR PART OF THE SLAB IS ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER OR PART OF THE SLAB IS ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER OR PART OF THE SLAB IS ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER PART OF THE SLAB IS ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER PART OF THE SLAB IS ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER OF THE SLAB IS ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER OF THE SLAB IS ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER THE SLAB IS ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER THE SLAB IS ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER SLAB IS ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER SLAB IS ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER IS ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER IS ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER ON ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER ROCK AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER AND PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER PART IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER IS SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER SUPPORTED ON SOIL THE AREA OF ROCK IS TO BE OVER ON SOIL THE AREA OF ROCK IS TO BE OVER ON SOIL THE AREA OF ROCK IS TO BE OVER SOIL THE AREA OF ROCK IS TO BE OVER SOIL THE AREA OF ROCK IS TO BE OVER THE AREA OF ROCK IS TO BE OVER THE AREA OF ROCK IS TO BE OVER AREA OF ROCK IS TO BE OVER AREA OF ROCK IS TO BE OVER OF ROCK IS TO BE OVER OF ROCK IS TO BE OVER ROCK IS TO BE OVER ROCK IS TO BE OVER IS TO BE OVER IS TO BE OVER TO BE OVER TO BE OVER BE OVER BE OVER OVER OVER EXCAVATED. ROLLED SAND FILL IS THEN TO BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE ROLLED SAND FILL IS THEN TO BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE ROLLED SAND FILL IS THEN TO BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE ROLLED SAND FILL IS THEN TO BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE SAND FILL IS THEN TO BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE SAND FILL IS THEN TO BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE FILL IS THEN TO BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE FILL IS THEN TO BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE IS THEN TO BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE IS THEN TO BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE THEN TO BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE THEN TO BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE TO BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE TO BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE BE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE PLACED OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE OVER ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE ROCK AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE AND THE SLAB BEAMS RE-EXCAVATED SO THAT THE THE SLAB BEAMS RE-EXCAVATED SO THAT THE THE SLAB BEAMS RE-EXCAVATED SO THAT THE SLAB BEAMS RE-EXCAVATED SO THAT THE SLAB BEAMS RE-EXCAVATED SO THAT THE BEAMS RE-EXCAVATED SO THAT THE BEAMS RE-EXCAVATED SO THAT THE RE-EXCAVATED SO THAT THE RE-EXCAVATED SO THAT THE SO THAT THE SO THAT THE THAT THE THAT THE THE THE BOTTOM AND EDGE OF EVERY BEAM AND SLAB PANEL IS AT LEAST 50mm CLEAR OF ROCK. 9. LOOSE SOIL AND WATER LOOSE SOIL AND WATER EXCAVATIONS SHALL BE DEWATERED AND CLEANED PRIOR TO PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED SHALL BE DEWATERED AND CLEANED PRIOR TO PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED SHALL BE DEWATERED AND CLEANED PRIOR TO PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED BE DEWATERED AND CLEANED PRIOR TO PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED BE DEWATERED AND CLEANED PRIOR TO PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED DEWATERED AND CLEANED PRIOR TO PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED DEWATERED AND CLEANED PRIOR TO PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED AND CLEANED PRIOR TO PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED AND CLEANED PRIOR TO PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED CLEANED PRIOR TO PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED CLEANED PRIOR TO PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED PRIOR TO PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED PRIOR TO PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED TO PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED TO PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED PLACEMENT OF CONCRETE SO THAT NO SOFTENED OR LOOSENED OF CONCRETE SO THAT NO SOFTENED OR LOOSENED OF CONCRETE SO THAT NO SOFTENED OR LOOSENED CONCRETE SO THAT NO SOFTENED OR LOOSENED CONCRETE SO THAT NO SOFTENED OR LOOSENED SO THAT NO SOFTENED OR LOOSENED SO THAT NO SOFTENED OR LOOSENED THAT NO SOFTENED OR LOOSENED THAT NO SOFTENED OR LOOSENED NO SOFTENED OR LOOSENED NO SOFTENED OR LOOSENED SOFTENED OR LOOSENED SOFTENED OR LOOSENED OR LOOSENED OR LOOSENED LOOSENED LOOSENED MATERIAL REMAINS. 10. TERMITE MANAGEMENT TERMITE MANAGEMENT IF EXPOSED CONCRETE EDGE IS TO BE USED AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO EXPOSED CONCRETE EDGE IS TO BE USED AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO EXPOSED CONCRETE EDGE IS TO BE USED AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO CONCRETE EDGE IS TO BE USED AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO CONCRETE EDGE IS TO BE USED AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO EDGE IS TO BE USED AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO EDGE IS TO BE USED AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO IS TO BE USED AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO IS TO BE USED AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO TO BE USED AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO TO BE USED AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO BE USED AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO BE USED AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO USED AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO USED AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO AS A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO A TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO TERMITE BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO BARRIER IN CONJUNCTION WITH TERMIMESH (OR EQ) TO IN CONJUNCTION WITH TERMIMESH (OR EQ) TO IN CONJUNCTION WITH TERMIMESH (OR EQ) TO CONJUNCTION WITH TERMIMESH (OR EQ) TO CONJUNCTION WITH TERMIMESH (OR EQ) TO WITH TERMIMESH (OR EQ) TO WITH TERMIMESH (OR EQ) TO TERMIMESH (OR EQ) TO TERMIMESH (OR EQ) TO (OR EQ) TO (OR EQ) TO EQ) TO EQ) TO TO TO PENETRATIONS, REFER TO CONCRETE DETAILS ENCLOSED, OTHERWISE PROVIDE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE REFER TO CONCRETE DETAILS ENCLOSED, OTHERWISE PROVIDE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE REFER TO CONCRETE DETAILS ENCLOSED, OTHERWISE PROVIDE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE TO CONCRETE DETAILS ENCLOSED, OTHERWISE PROVIDE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE TO CONCRETE DETAILS ENCLOSED, OTHERWISE PROVIDE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE CONCRETE DETAILS ENCLOSED, OTHERWISE PROVIDE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE CONCRETE DETAILS ENCLOSED, OTHERWISE PROVIDE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE DETAILS ENCLOSED, OTHERWISE PROVIDE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE DETAILS ENCLOSED, OTHERWISE PROVIDE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE ENCLOSED, OTHERWISE PROVIDE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE ENCLOSED, OTHERWISE PROVIDE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE OTHERWISE PROVIDE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE OTHERWISE PROVIDE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE PROVIDE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE PROVIDE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE PHYSICAL OR CHEMICAL BARRIERS IN ACCORDANCE OR CHEMICAL BARRIERS IN ACCORDANCE OR CHEMICAL BARRIERS IN ACCORDANCE CHEMICAL BARRIERS IN ACCORDANCE CHEMICAL BARRIERS IN ACCORDANCE BARRIERS IN ACCORDANCE BARRIERS IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE WITH AS 3660.1. AS 3660.1. . 11. VAPOUR BARRIER VAPOUR BARRIER 11.1 MATERIAL MATERIAL PROVIDE 0.2mm THICK POLYETHYLENE FILM OF MEDIUM IMPACT RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY 0.2mm THICK POLYETHYLENE FILM OF MEDIUM IMPACT RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY 0.2mm THICK POLYETHYLENE FILM OF MEDIUM IMPACT RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY THICK POLYETHYLENE FILM OF MEDIUM IMPACT RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY THICK POLYETHYLENE FILM OF MEDIUM IMPACT RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY POLYETHYLENE FILM OF MEDIUM IMPACT RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY POLYETHYLENE FILM OF MEDIUM IMPACT RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY FILM OF MEDIUM IMPACT RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY FILM OF MEDIUM IMPACT RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY OF MEDIUM IMPACT RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY OF MEDIUM IMPACT RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY MEDIUM IMPACT RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY MEDIUM IMPACT RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY IMPACT RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY IMPACT RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY RESISTANCE UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY UNDER SLABS. FILM TO BE BRANDED CONTINUOUSLY SLABS. FILM TO BE BRANDED CONTINUOUSLY SLABS. FILM TO BE BRANDED CONTINUOUSLY FILM TO BE BRANDED CONTINUOUSLY FILM TO BE BRANDED CONTINUOUSLY FILM TO BE BRANDED CONTINUOUSLY TO BE BRANDED CONTINUOUSLY TO BE BRANDED CONTINUOUSLY BE BRANDED CONTINUOUSLY BE BRANDED CONTINUOUSLY BRANDED CONTINUOUSLY BRANDED CONTINUOUSLY CONTINUOUSLY CONTINUOUSLY AS 2870 CONCRETE UNDERLAY, 0.2mm - MEDIUM IMPACT RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, 2870 CONCRETE UNDERLAY, 0.2mm - MEDIUM IMPACT RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, 2870 CONCRETE UNDERLAY, 0.2mm - MEDIUM IMPACT RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, CONCRETE UNDERLAY, 0.2mm - MEDIUM IMPACT RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, CONCRETE UNDERLAY, 0.2mm - MEDIUM IMPACT RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, UNDERLAY, 0.2mm - MEDIUM IMPACT RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, UNDERLAY, 0.2mm - MEDIUM IMPACT RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, 0.2mm - MEDIUM IMPACT RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, 0.2mm - MEDIUM IMPACT RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, - MEDIUM IMPACT RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, - MEDIUM IMPACT RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, MEDIUM IMPACT RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, MEDIUM IMPACT RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, IMPACT RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, IMPACT RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, RESISTANCE, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, , TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, TOGETHER WITH MANUFACTURER OR DISTRIBUTOR'S NAME, WITH MANUFACTURER OR DISTRIBUTOR'S NAME, WITH MANUFACTURER OR DISTRIBUTOR'S NAME, MANUFACTURER OR DISTRIBUTOR'S NAME, MANUFACTURER OR DISTRIBUTOR'S NAME, OR DISTRIBUTOR'S NAME, OR DISTRIBUTOR'S NAME, DISTRIBUTOR'S NAME, DISTRIBUTOR'S NAME, NAME, NAME, TRADEMARK OR CODE. 11.2 INSTALLATION INSTALLATION THE VAPOUR BARRIER SHALL BE INSTALLED AS FOLLOWS: A. THE SHEET SHALL BE PLACED BENEATH THE SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING THE SHEET SHALL BE PLACED BENEATH THE SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING SHEET SHALL BE PLACED BENEATH THE SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING SHEET SHALL BE PLACED BENEATH THE SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING SHALL BE PLACED BENEATH THE SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING SHALL BE PLACED BENEATH THE SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING BE PLACED BENEATH THE SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING BE PLACED BENEATH THE SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING PLACED BENEATH THE SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING PLACED BENEATH THE SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING BENEATH THE SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING BENEATH THE SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING THE SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING THE SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING SLAB SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING SO THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING THAT THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING THE BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING BOTTOM SURFACE OF THE SLAB AND BEAMS, INCLUDING SURFACE OF THE SLAB AND BEAMS, INCLUDING SURFACE OF THE SLAB AND BEAMS, INCLUDING OF THE SLAB AND BEAMS, INCLUDING OF THE SLAB AND BEAMS, INCLUDING THE SLAB AND BEAMS, INCLUDING THE SLAB AND BEAMS, INCLUDING SLAB AND BEAMS, INCLUDING SLAB AND BEAMS, INCLUDING AND BEAMS, INCLUDING AND BEAMS, INCLUDING BEAMS, INCLUDING BEAMS, INCLUDING INCLUDING INCLUDING INTERNAL BEAMS, IS ENTIRELY UNDERLAID. THE MEMBRANE SHALL EXTEND UNDER THE EDGE BEAM TO GROUND LEVEL. B. LAPPING AT JOINTS SHALL BE NOT LESS THAN 200mm FOR CONTINUITY. LAPPING AT JOINTS SHALL BE NOT LESS THAN 200mm FOR CONTINUITY. C. PENETRATIONS BY PIPES OR PLUMBING FITTINGS SHALL BE TAPED OR SEALED WITH A CLOSE-FITTING SLEEVE. PENETRATIONS BY PIPES OR PLUMBING FITTINGS SHALL BE TAPED OR SEALED WITH A CLOSE-FITTING SLEEVE. 12. SLAB HEIGHT SLAB HEIGHT MINIMUM SLAB HEIGHT ABOVE GROUND IS 150MM WITH A MINIMUM FALL OF 50mm TO BE PROVIDED OVER THE INITIAL 1200mm AWAY FROM STRUCTURE. THESE HEIGHTS MAY BE REDUCED LOCALLY TO 50mm NEAR ADJOINING PAVED AREA THAT SLOPE AWAY FROM BUILDINGS. PROVIDE 250mm SLAB HEIGHT ABOVE GROUND LOCALLY AROUND ORG. NATURAL SURFACE TO DRAIN AWAY FROM ORG IN ACCORDANCE WITH LOCAL GOVERNMENT REGULATIONS. 13. CONCRETE CONCRETE CONCRETE SHALL BE NOT LESS THAN 20 MPA GRADE WITH 20mm NOMINAL MAXIMUM AGGREGATE SIZE AND 80mm SLUMP (DENOTED AS N20 GRADE). THE CONCRETE SHALL BE TRANSPORTED, PLACED AND COMPACTED IN ACCORDANCE WITH GOOD BUILDING PRACTICE. SLABS ARE TO BE POURED IN ONE AND CURED BY ONE OF THE APPROVED METHODS FOR SEVEN (7) DAYS AS SET OUT BELOW:

14. REINFORCEMENT REINFORCEMENT 14.1 COVER COVER TOP REINFORCEMENT IN SLABS TO HAVE MINIMUM 25mm TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED REINFORCEMENT IN SLABS TO HAVE MINIMUM 25mm TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED REINFORCEMENT IN SLABS TO HAVE MINIMUM 25mm TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED IN SLABS TO HAVE MINIMUM 25mm TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED IN SLABS TO HAVE MINIMUM 25mm TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED SLABS TO HAVE MINIMUM 25mm TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED SLABS TO HAVE MINIMUM 25mm TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED TO HAVE MINIMUM 25mm TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED TO HAVE MINIMUM 25mm TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED HAVE MINIMUM 25mm TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED HAVE MINIMUM 25mm TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED MINIMUM 25mm TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED MINIMUM 25mm TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED 25mm TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED 25mm TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED TOP COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED COVER BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED BUT NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED NO MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED MORE THAN 35mm. REINFORCEMENT IN UNPROTECTED THAN 35mm. REINFORCEMENT IN UNPROTECTED THAN 35mm. REINFORCEMENT IN UNPROTECTED 35mm. REINFORCEMENT IN UNPROTECTED 35mm. REINFORCEMENT IN UNPROTECTED REINFORCEMENT IN UNPROTECTED REINFORCEMENT IN UNPROTECTED REINFORCEMENT IN UNPROTECTED IN UNPROTECTED IN UNPROTECTED UNPROTECTED UNPROTECTED GROUND SHALL HAVE 50mm COVER. THIS MAY BE REDUCED TO 40mm IF A MEMBRANE IS USED. 14.2 FABRIC LAPS FOR EDGE AND STIFFENING BEAMS FABRIC LAPS FOR EDGE AND STIFFENING BEAMS AT T INTERSECTIONS FABRIC LAPPED FOR ITS FULL WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF T INTERSECTIONS FABRIC LAPPED FOR ITS FULL WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF T INTERSECTIONS FABRIC LAPPED FOR ITS FULL WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF INTERSECTIONS FABRIC LAPPED FOR ITS FULL WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF INTERSECTIONS FABRIC LAPPED FOR ITS FULL WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF FABRIC LAPPED FOR ITS FULL WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF FABRIC LAPPED FOR ITS FULL WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF LAPPED FOR ITS FULL WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF LAPPED FOR ITS FULL WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF FOR ITS FULL WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF FOR ITS FULL WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF ITS FULL WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF ITS FULL WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF FULL WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF FULL WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF WIDTH. AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF AT L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF L INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF INTERSECTIONS PROVIDE ONE CORNER BAR TO OUTER EDGE OF PROVIDE ONE CORNER BAR TO OUTER EDGE OF PROVIDE ONE CORNER BAR TO OUTER EDGE OF ONE CORNER BAR TO OUTER EDGE OF ONE CORNER BAR TO OUTER EDGE OF CORNER BAR TO OUTER EDGE OF CORNER BAR TO OUTER EDGE OF BAR TO OUTER EDGE OF BAR TO OUTER EDGE OF TO OUTER EDGE OF TO OUTER EDGE OF OUTER EDGE OF OUTER EDGE OF EDGE OF EDGE OF OF OF MESH WITH EACH LEG. WHERE BARS PROVIDED IN TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS WITH EACH LEG. WHERE BARS PROVIDED IN TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS WITH EACH LEG. WHERE BARS PROVIDED IN TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS EACH LEG. WHERE BARS PROVIDED IN TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS EACH LEG. WHERE BARS PROVIDED IN TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS LEG. WHERE BARS PROVIDED IN TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS LEG. WHERE BARS PROVIDED IN TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS WHERE BARS PROVIDED IN TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS WHERE BARS PROVIDED IN TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS BARS PROVIDED IN TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS BARS PROVIDED IN TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS PROVIDED IN TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS PROVIDED IN TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS IN TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS IN TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS TOP OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS OF EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS EDGE BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS BEAMS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS (EG. H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS H & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS & E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS E SITES) PROVIDE EQUAL NUMBER OF 'L' BARS SITES) PROVIDE EQUAL NUMBER OF 'L' BARS SITES) PROVIDE EQUAL NUMBER OF 'L' BARS PROVIDE EQUAL NUMBER OF 'L' BARS PROVIDE EQUAL NUMBER OF 'L' BARS EQUAL NUMBER OF 'L' BARS EQUAL NUMBER OF 'L' BARS NUMBER OF 'L' BARS NUMBER OF 'L' BARS OF 'L' BARS OF 'L' BARS 'L' BARS 'L' BARS L' BARS ' BARS BARS BARS OF SAME SIZE. REFER FIGURE 14.2. AT SPLICES LAPPED FOR NOT LESS THAN 500mm.14.2. AT SPLICES LAPPED FOR NOT LESS THAN 500mm.. AT SPLICES LAPPED FOR NOT LESS THAN 500mm.

13.1 COVERING WITH PLASTIC COVERING WITH PLASTIC A. PLASTIC SHOULD BE PLACED ON THE EXPOSED SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT PLASTIC SHOULD BE PLACED ON THE EXPOSED SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT SHOULD BE PLACED ON THE EXPOSED SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT SHOULD BE PLACED ON THE EXPOSED SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT BE PLACED ON THE EXPOSED SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT BE PLACED ON THE EXPOSED SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT PLACED ON THE EXPOSED SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT PLACED ON THE EXPOSED SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT ON THE EXPOSED SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT ON THE EXPOSED SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT THE EXPOSED SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT THE EXPOSED SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT EXPOSED SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT EXPOSED SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT SURFACE AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT AS SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT SOON AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT AS POSSIBLE AFTER LAYING THE CONCRETE WITHOUT POSSIBLE AFTER LAYING THE CONCRETE WITHOUT POSSIBLE AFTER LAYING THE CONCRETE WITHOUT AFTER LAYING THE CONCRETE WITHOUT AFTER LAYING THE CONCRETE WITHOUT LAYING THE CONCRETE WITHOUT LAYING THE CONCRETE WITHOUT THE CONCRETE WITHOUT THE CONCRETE WITHOUT CONCRETE WITHOUT CONCRETE WITHOUT WITHOUT WITHOUT CAUSING DAMAGE TO THE FINISHED SURFACE. B. PLASTIC TO BE PLACED FLAT AND SMOOTHED OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND PLASTIC TO BE PLACED FLAT AND SMOOTHED OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND TO BE PLACED FLAT AND SMOOTHED OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND TO BE PLACED FLAT AND SMOOTHED OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND BE PLACED FLAT AND SMOOTHED OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND BE PLACED FLAT AND SMOOTHED OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND PLACED FLAT AND SMOOTHED OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND PLACED FLAT AND SMOOTHED OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND FLAT AND SMOOTHED OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND FLAT AND SMOOTHED OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND AND SMOOTHED OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND AND SMOOTHED OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND SMOOTHED OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND SMOOTHED OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND OUT TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND TO PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND PREVENT MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND MOTTLING OF THE SURFACE. SHEETS TO BE LAPPED AND OF THE SURFACE. SHEETS TO BE LAPPED AND OF THE SURFACE. SHEETS TO BE LAPPED AND THE SURFACE. SHEETS TO BE LAPPED AND THE SURFACE. SHEETS TO BE LAPPED AND SURFACE. SHEETS TO BE LAPPED AND SURFACE. SHEETS TO BE LAPPED AND SHEETS TO BE LAPPED AND SHEETS TO BE LAPPED AND TO BE LAPPED AND TO BE LAPPED AND BE LAPPED AND BE LAPPED AND LAPPED AND LAPPED AND AND AND HELD IN PLACE TO PREVENT THE WIND LIFTING IT AND TO MINIMIZE DRYING. C. PLASTIC TO EXTEND PAST THE EDGES OF THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB PLASTIC TO EXTEND PAST THE EDGES OF THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB TO EXTEND PAST THE EDGES OF THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB TO EXTEND PAST THE EDGES OF THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB EXTEND PAST THE EDGES OF THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB EXTEND PAST THE EDGES OF THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB PAST THE EDGES OF THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB PAST THE EDGES OF THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB THE EDGES OF THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB THE EDGES OF THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB EDGES OF THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB EDGES OF THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB OF THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB OF THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB THE SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB MINIMUM TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB TWICE THE SLAB THICKNESS OR TURNED DOWN AT SLAB THE SLAB THICKNESS OR TURNED DOWN AT SLAB THE SLAB THICKNESS OR TURNED DOWN AT SLAB SLAB THICKNESS OR TURNED DOWN AT SLAB SLAB THICKNESS OR TURNED DOWN AT SLAB THICKNESS OR TURNED DOWN AT SLAB THICKNESS OR TURNED DOWN AT SLAB OR TURNED DOWN AT SLAB OR TURNED DOWN AT SLAB TURNED DOWN AT SLAB TURNED DOWN AT SLAB DOWN AT SLAB DOWN AT SLAB AT SLAB AT SLAB SLAB SLAB EDGE AND SEALED. D. PLASTIC SHEETING TO BE 0.01mm THICKNESS IN ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE PLASTIC SHEETING TO BE 0.01mm THICKNESS IN ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE SHEETING TO BE 0.01mm THICKNESS IN ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE SHEETING TO BE 0.01mm THICKNESS IN ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE TO BE 0.01mm THICKNESS IN ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE TO BE 0.01mm THICKNESS IN ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE BE 0.01mm THICKNESS IN ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE BE 0.01mm THICKNESS IN ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE 0.01mm THICKNESS IN ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE 0.01mm THICKNESS IN ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE THICKNESS IN ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE THICKNESS IN ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE IN ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE IN ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE ACCORDANCE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE WITH ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE ASTM C 171 SHEET MATERIALS FOR CURING CONCRETE C 171 SHEET MATERIALS FOR CURING CONCRETE C 171 SHEET MATERIALS FOR CURING CONCRETE 171 SHEET MATERIALS FOR CURING CONCRETE 171 SHEET MATERIALS FOR CURING CONCRETE SHEET MATERIALS FOR CURING CONCRETE SHEET MATERIALS FOR CURING CONCRETE MATERIALS FOR CURING CONCRETE MATERIALS FOR CURING CONCRETE FOR CURING CONCRETE FOR CURING CONCRETE CURING CONCRETE CURING CONCRETE CONCRETE CONCRETE AND CLEAR OR LIGHT COLOURED. 13.2 CURING COMPOUNDS CURING COMPOUNDS A. CURING COMPOUNDS ARE LIQUIDS WHICH ARE USUALLY SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. CURING COMPOUNDS ARE LIQUIDS WHICH ARE USUALLY SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. COMPOUNDS ARE LIQUIDS WHICH ARE USUALLY SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. COMPOUNDS ARE LIQUIDS WHICH ARE USUALLY SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. ARE LIQUIDS WHICH ARE USUALLY SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. ARE LIQUIDS WHICH ARE USUALLY SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. LIQUIDS WHICH ARE USUALLY SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. LIQUIDS WHICH ARE USUALLY SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. WHICH ARE USUALLY SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. WHICH ARE USUALLY SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. ARE USUALLY SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. ARE USUALLY SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. USUALLY SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. USUALLY SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. SPRAYED OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. OR ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. ROLLED DIRECTLY ONTO FRESHLY PLACED CONCRETE. DIRECTLY ONTO FRESHLY PLACED CONCRETE. DIRECTLY ONTO FRESHLY PLACED CONCRETE. ONTO FRESHLY PLACED CONCRETE. ONTO FRESHLY PLACED CONCRETE. FRESHLY PLACED CONCRETE. FRESHLY PLACED CONCRETE. PLACED CONCRETE. PLACED CONCRETE. CONCRETE. CONCRETE. CARE MUST BE TAKEN TO ENSURE EXCESS WATER HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE MUST BE TAKEN TO ENSURE EXCESS WATER HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE MUST BE TAKEN TO ENSURE EXCESS WATER HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE BE TAKEN TO ENSURE EXCESS WATER HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE BE TAKEN TO ENSURE EXCESS WATER HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE TAKEN TO ENSURE EXCESS WATER HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE TAKEN TO ENSURE EXCESS WATER HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE TO ENSURE EXCESS WATER HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE TO ENSURE EXCESS WATER HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE ENSURE EXCESS WATER HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE ENSURE EXCESS WATER HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE EXCESS WATER HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE EXCESS WATER HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE WATER HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE WATER HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE HAS EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE EVAPORATED FROM THE SLAB PRIOR TO APPLICATION OF THE FROM THE SLAB PRIOR TO APPLICATION OF THE FROM THE SLAB PRIOR TO APPLICATION OF THE THE SLAB PRIOR TO APPLICATION OF THE THE SLAB PRIOR TO APPLICATION OF THE SLAB PRIOR TO APPLICATION OF THE SLAB PRIOR TO APPLICATION OF THE PRIOR TO APPLICATION OF THE PRIOR TO APPLICATION OF THE TO APPLICATION OF THE TO APPLICATION OF THE APPLICATION OF THE APPLICATION OF THE OF THE OF THE THE THE CURING COMPOUND BUT BEFORE THE SLAB SURFACE HAS DRIED. B. THEIR USE AND APPLICATION TO BE IN ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR THEIR USE AND APPLICATION TO BE IN ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR USE AND APPLICATION TO BE IN ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR USE AND APPLICATION TO BE IN ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR AND APPLICATION TO BE IN ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR AND APPLICATION TO BE IN ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR APPLICATION TO BE IN ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR APPLICATION TO BE IN ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR TO BE IN ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR TO BE IN ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR BE IN ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR BE IN ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR IN ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR IN ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR ACCORDANCE WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR WITH AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR AS 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR 3799 LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR LIQUID MEMBRANE-FORMING CURING COMPOUNDS FOR MEMBRANE-FORMING CURING COMPOUNDS FOR MEMBRANE-FORMING CURING COMPOUNDS FOR CURING COMPOUNDS FOR CURING COMPOUNDS FOR COMPOUNDS FOR COMPOUNDS FOR FOR FOR CONCRETE. . C. CARE MUST BE TAKEN WHEN SELECTING A CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND CARE MUST BE TAKEN WHEN SELECTING A CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND MUST BE TAKEN WHEN SELECTING A CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND MUST BE TAKEN WHEN SELECTING A CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND BE TAKEN WHEN SELECTING A CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND BE TAKEN WHEN SELECTING A CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND TAKEN WHEN SELECTING A CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND TAKEN WHEN SELECTING A CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND WHEN SELECTING A CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND WHEN SELECTING A CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND SELECTING A CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND SELECTING A CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND A CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND A CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND CURING COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND COMPOUND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND AS IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND IT MAY EFFECT THE BOND BETWEEN THE CONCRETE AND MAY EFFECT THE BOND BETWEEN THE CONCRETE AND MAY EFFECT THE BOND BETWEEN THE CONCRETE AND EFFECT THE BOND BETWEEN THE CONCRETE AND EFFECT THE BOND BETWEEN THE CONCRETE AND THE BOND BETWEEN THE CONCRETE AND THE BOND BETWEEN THE CONCRETE AND BOND BETWEEN THE CONCRETE AND BOND BETWEEN THE CONCRETE AND BETWEEN THE CONCRETE AND BETWEEN THE CONCRETE AND THE CONCRETE AND THE CONCRETE AND CONCRETE AND CONCRETE AND AND AND SUBSEQUENT SURFACE TREATMENTS SUCH AS TILES. D. MANUFACTURERS RECOMMENDATIONS SHOULD BE FOLLOWED TO ENSURE THE CORRECT APPLICATION RATE AND THE TYPE OF MANUFACTURERS RECOMMENDATIONS SHOULD BE FOLLOWED TO ENSURE THE CORRECT APPLICATION RATE AND THE TYPE OF RECOMMENDATIONS SHOULD BE FOLLOWED TO ENSURE THE CORRECT APPLICATION RATE AND THE TYPE OF RECOMMENDATIONS SHOULD BE FOLLOWED TO ENSURE THE CORRECT APPLICATION RATE AND THE TYPE OF SHOULD BE FOLLOWED TO ENSURE THE CORRECT APPLICATION RATE AND THE TYPE OF SHOULD BE FOLLOWED TO ENSURE THE CORRECT APPLICATION RATE AND THE TYPE OF BE FOLLOWED TO ENSURE THE CORRECT APPLICATION RATE AND THE TYPE OF BE FOLLOWED TO ENSURE THE CORRECT APPLICATION RATE AND THE TYPE OF FOLLOWED TO ENSURE THE CORRECT APPLICATION RATE AND THE TYPE OF FOLLOWED TO ENSURE THE CORRECT APPLICATION RATE AND THE TYPE OF TO ENSURE THE CORRECT APPLICATION RATE AND THE TYPE OF TO ENSURE THE CORRECT APPLICATION RATE AND THE TYPE OF ENSURE THE CORRECT APPLICATION RATE AND THE TYPE OF ENSURE THE CORRECT APPLICATION RATE AND THE TYPE OF THE CORRECT APPLICATION RATE AND THE TYPE OF THE CORRECT APPLICATION RATE AND THE TYPE OF CORRECT APPLICATION RATE AND THE TYPE OF CORRECT APPLICATION RATE AND THE TYPE OF APPLICATION RATE AND THE TYPE OF APPLICATION RATE AND THE TYPE OF RATE AND THE TYPE OF RATE AND THE TYPE OF AND THE TYPE OF AND THE TYPE OF THE TYPE OF THE TYPE OF TYPE OF TYPE OF OF OF EQUIPMENT REQUIRED FOR APPLICATION. 13.3 WATER CURING WATER CURING A. WATER CURING IS AN EFFICIENT METHOD OF SLAB CURING AND CAN BE ACHIEVED IN SEVERAL WAYS. WATER CURING IS AN EFFICIENT METHOD OF SLAB CURING AND CAN BE ACHIEVED IN SEVERAL WAYS. B. PONDING REQUIRES THE BUILDING OF A MINI DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF PONDING REQUIRES THE BUILDING OF A MINI DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF REQUIRES THE BUILDING OF A MINI DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF REQUIRES THE BUILDING OF A MINI DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF THE BUILDING OF A MINI DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF THE BUILDING OF A MINI DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF BUILDING OF A MINI DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF BUILDING OF A MINI DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF OF A MINI DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF OF A MINI DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF A MINI DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF A MINI DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF MINI DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF MINI DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF DAM OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF OR DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF DYKE OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF IMPERVIOUS SOIL SUCH AS CLAY AROUND THE PERIMETER OF SOIL SUCH AS CLAY AROUND THE PERIMETER OF SOIL SUCH AS CLAY AROUND THE PERIMETER OF SUCH AS CLAY AROUND THE PERIMETER OF SUCH AS CLAY AROUND THE PERIMETER OF AS CLAY AROUND THE PERIMETER OF AS CLAY AROUND THE PERIMETER OF CLAY AROUND THE PERIMETER OF CLAY AROUND THE PERIMETER OF AROUND THE PERIMETER OF AROUND THE PERIMETER OF THE PERIMETER OF THE PERIMETER OF PERIMETER OF PERIMETER OF OF OF THE SLAB AND THE FILLING IT WITH WATER TO CREATE A SHALLOW POND. C. SPRINKLING OR FOG CURING IS ACHIEVED WHEN SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST SPRINKLING OR FOG CURING IS ACHIEVED WHEN SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST OR FOG CURING IS ACHIEVED WHEN SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST OR FOG CURING IS ACHIEVED WHEN SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST FOG CURING IS ACHIEVED WHEN SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST FOG CURING IS ACHIEVED WHEN SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST CURING IS ACHIEVED WHEN SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST CURING IS ACHIEVED WHEN SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST IS ACHIEVED WHEN SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST IS ACHIEVED WHEN SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST ACHIEVED WHEN SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST ACHIEVED WHEN SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST WHEN SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST WHEN SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST SPRINKLERS ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST ARE USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST USED TO KEEP THE SLAB PERMANENTLY WET. CARE MUST TO KEEP THE SLAB PERMANENTLY WET. CARE MUST TO KEEP THE SLAB PERMANENTLY WET. CARE MUST KEEP THE SLAB PERMANENTLY WET. CARE MUST KEEP THE SLAB PERMANENTLY WET. CARE MUST THE SLAB PERMANENTLY WET. CARE MUST THE SLAB PERMANENTLY WET. CARE MUST SLAB PERMANENTLY WET. CARE MUST SLAB PERMANENTLY WET. CARE MUST PERMANENTLY WET. CARE MUST PERMANENTLY WET. CARE MUST WET. CARE MUST WET. CARE MUST CARE MUST CARE MUST MUST MUST BE TAKEN TO ENSURE THE SURFACE IS KEPT UNIFORMLY WET AND NOT ALLOW INTERMITTENT WETTING AND DRYING. D. WET COVERINGS SUCH AS HESSIAN OR SAND MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING WET COVERINGS SUCH AS HESSIAN OR SAND MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING COVERINGS SUCH AS HESSIAN OR SAND MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING COVERINGS SUCH AS HESSIAN OR SAND MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING SUCH AS HESSIAN OR SAND MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING SUCH AS HESSIAN OR SAND MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING AS HESSIAN OR SAND MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING AS HESSIAN OR SAND MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING HESSIAN OR SAND MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING HESSIAN OR SAND MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING OR SAND MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING OR SAND MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING SAND MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING SAND MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING MAY BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING BE USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING USED. THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING THEY MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING MUST BE PLACED AS SOON AS POSSIBLE AFTER PLACING BE PLACED AS SOON AS POSSIBLE AFTER PLACING BE PLACED AS SOON AS POSSIBLE AFTER PLACING PLACED AS SOON AS POSSIBLE AFTER PLACING PLACED AS SOON AS POSSIBLE AFTER PLACING AS SOON AS POSSIBLE AFTER PLACING AS SOON AS POSSIBLE AFTER PLACING SOON AS POSSIBLE AFTER PLACING SOON AS POSSIBLE AFTER PLACING AS POSSIBLE AFTER PLACING AS POSSIBLE AFTER PLACING POSSIBLE AFTER PLACING POSSIBLE AFTER PLACING AFTER PLACING AFTER PLACING PLACING PLACING CONCRETE WITHOUT DAMAGING THE SURFACE. CARE MUST BE TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT WITHOUT DAMAGING THE SURFACE. CARE MUST BE TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT WITHOUT DAMAGING THE SURFACE. CARE MUST BE TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT DAMAGING THE SURFACE. CARE MUST BE TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT DAMAGING THE SURFACE. CARE MUST BE TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT THE SURFACE. CARE MUST BE TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT THE SURFACE. CARE MUST BE TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT SURFACE. CARE MUST BE TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT SURFACE. CARE MUST BE TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT CARE MUST BE TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT CARE MUST BE TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT MUST BE TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT MUST BE TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT BE TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT BE TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT TAKEN TO ENSURE STAINING DOES NOT OCCUR AND THAT TO ENSURE STAINING DOES NOT OCCUR AND THAT TO ENSURE STAINING DOES NOT OCCUR AND THAT ENSURE STAINING DOES NOT OCCUR AND THAT ENSURE STAINING DOES NOT OCCUR AND THAT STAINING DOES NOT OCCUR AND THAT STAINING DOES NOT OCCUR AND THAT DOES NOT OCCUR AND THAT DOES NOT OCCUR AND THAT NOT OCCUR AND THAT NOT OCCUR AND THAT OCCUR AND THAT OCCUR AND THAT AND THAT AND THAT THAT THAT COVERAGE IS UNIFORM. FABRICS MAY NEED TO BE WEIGHTED DOWN.

'L' BAR LOCATION FOR TRENCH MESH IN SLABS 'L' BAR TO MATCH TRENCH MESH SIZE LAP 500 mm EACH LEG FOR N12 LAP 700 mm EACH LEG FOR N16

'L' BAR LOCATION FOR H & E SITES WITH ONE EXTRA BAR IN TOP OF SLAB 'L' BAR TO MATCH EXTRA BAR SIZE LAP 500 mm EACH LEG FOR N12 LAP 700 mm EACH LEG FOR N16

'L' BAR LOCATION FOR H & E SITES WITH 2 EXTRA BARS IN TOP OF SLAB 'L' BAR TO MATCH EXTRA BAR SIZE LAP 500 mm EACH LEG FOR N12 LAP 700 mm EACH LEG FOR N16

'L' BAR, LAP EACH LEG WITH TRENCH MESH AT CORNERS

'L' BAR, LAP EACH BAR, LAP EACH BAR, LAP EACH LAP EACH LAP EACH EACH EACH LEG WITH EXTRA BAR WITH EXTRA BAR WITH EXTRA BAR EXTRA BAR EXTRA BAR BAR BAR IN TOP OF SLAB AT TOP OF SLAB AT TOP OF SLAB AT OF SLAB AT OF SLAB AT SLAB AT SLAB AT AT AT CORNERS

FIGURE 14.2

'L' BAR, LAP EACH BAR, LAP EACH BAR, LAP EACH LAP EACH LAP EACH EACH EACH LEG WITH EXTRA BAR WITH EXTRA BAR WITH EXTRA BAR EXTRA BAR EXTRA BAR BAR BAR IN TOP OF SLAB AT TOP OF SLAB AT TOP OF SLAB AT OF SLAB AT OF SLAB AT SLAB AT SLAB AT AT AT CORNERS

ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING BOYS AVENUE, MARYBOROUGH

-

PRELIMINARY ISSUE

SH

15.11.16

-

TENDER ISSUE

SH

29.11.16

DRAWING No.

JOB No.

TITLE

PROJECT

CONCRETE SLAB & FOUNDATION NOTES

M16-510

DATE

BY

REV.

DESCRIPTION

CONSULTING ENGINEERS

A.C.N 053 696 272

PTY LTD LTDLTD

PH:07 4121 434407 4121 4344

EMAIL:[email protected]@holmesmcleod.com.au

328 ALICE STREET MARYBOROUGH QLD 4650

PH:03 5562 999003 5562 9990

EMAIL:[email protected]@holmesmcleod.com.au

MOB:0427 214 3470427 214 347

451 RAGLAN PDE, WARRNAMBOOL, VIC 3280

DESIGN

SH

DRAWN

CHECK

JR

RPEQ

SH

SCALE

-

SIZE

A3

DATE

15/11/2016

7374

S08

x

%%UNOT ACCEPTABLE

ALTERNATIVE METHODS OF LAPPING OF FABRIC NOTE: WIRE ORIENTATION IS ILLUSTRATIVE ONLY

14.3 FABRIC FOR SLAB SHALL BE FABRIC FOR SLAB SHALL BE LAPPED FOR A DISTANCE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE FOR A DISTANCE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE FOR A DISTANCE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE A DISTANCE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE A DISTANCE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE DISTANCE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE DISTANCE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE OUTERMOST WIRES OF ONE SHEET OVER LAP THE OUTERMOST WIRES OF ONE SHEET OVER LAP THE WIRES OF ONE SHEET OVER LAP THE WIRES OF ONE SHEET OVER LAP THE OF ONE SHEET OVER LAP THE OF ONE SHEET OVER LAP THE ONE SHEET OVER LAP THE ONE SHEET OVER LAP THE SHEET OVER LAP THE SHEET OVER LAP THE OVER LAP THE OVER LAP THE LAP THE LAP THE THE THE TWO OUTERMOST WIRES OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF OUTERMOST WIRES OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF OUTERMOST WIRES OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF WIRES OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF WIRES OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF MESH ON BAR CHAIRS AT SPACINGS OF MESH ON BAR CHAIRS AT SPACINGS OF ON BAR CHAIRS AT SPACINGS OF ON BAR CHAIRS AT SPACINGS OF BAR CHAIRS AT SPACINGS OF BAR CHAIRS AT SPACINGS OF CHAIRS AT SPACINGS OF CHAIRS AT SPACINGS OF AT SPACINGS OF AT SPACINGS OF SPACINGS OF SPACINGS OF OF OF NOT MORE THAN 800mm IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS MORE THAN 800mm IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS MORE THAN 800mm IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS THAN 800mm IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS THAN 800mm IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS 800mm IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS 800mm IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS TO STIFFENING BEAMS AT L INTERSECTIONS TO STIFFENING BEAMS AT L INTERSECTIONS STIFFENING BEAMS AT L INTERSECTIONS STIFFENING BEAMS AT L INTERSECTIONS BEAMS AT L INTERSECTIONS BEAMS AT L INTERSECTIONS AT L INTERSECTIONS AT L INTERSECTIONS L INTERSECTIONS L INTERSECTIONS INTERSECTIONS INTERSECTIONS PROVIDE ONE N12 CORNER BAR TO OUTER EDGE OF MESH WITH EACH LEG 500mm LONG. 14.4 FIXING OF REINFORCEMENT FIXING OF REINFORCEMENT PRIOR TO THE PLACEMENT OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE TO THE PLACEMENT OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE TO THE PLACEMENT OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE THE PLACEMENT OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE THE PLACEMENT OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE PLACEMENT OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE PLACEMENT OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE REINFORCEMENT SHALL BE MAINTAINED BY THE USE REINFORCEMENT SHALL BE MAINTAINED BY THE USE SHALL BE MAINTAINED BY THE USE SHALL BE MAINTAINED BY THE USE BE MAINTAINED BY THE USE BE MAINTAINED BY THE USE MAINTAINED BY THE USE MAINTAINED BY THE USE BY THE USE BY THE USE THE USE THE USE USE USE OF PROPRIETARY SPACERS AND BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER PROPRIETARY SPACERS AND BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER PROPRIETARY SPACERS AND BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER SPACERS AND BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER SPACERS AND BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER AND BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER AND BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER SHALL NOT BE PLACED OR LOCATED AFTER SHALL NOT BE PLACED OR LOCATED AFTER NOT BE PLACED OR LOCATED AFTER NOT BE PLACED OR LOCATED AFTER BE PLACED OR LOCATED AFTER BE PLACED OR LOCATED AFTER PLACED OR LOCATED AFTER PLACED OR LOCATED AFTER OR LOCATED AFTER OR LOCATED AFTER LOCATED AFTER LOCATED AFTER AFTER AFTER CONCRETING. 14.5 SERVICE PENETRATIONS SERVICE PENETRATIONS SERVICE PENETRATIONS ARE PERMITTED THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE PENETRATIONS ARE PERMITTED THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE PENETRATIONS ARE PERMITTED THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE ARE PERMITTED THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE ARE PERMITTED THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE PERMITTED THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE PERMITTED THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE OR STIFFENING BEAMS IN SLABS. IF THE OR STIFFENING BEAMS IN SLABS. IF THE STIFFENING BEAMS IN SLABS. IF THE STIFFENING BEAMS IN SLABS. IF THE BEAMS IN SLABS. IF THE BEAMS IN SLABS. IF THE IN SLABS. IF THE IN SLABS. IF THE SLABS. IF THE SLABS. IF THE IF THE IF THE IF THE THE THE PENETRATION IS BELOW THE MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH IS BELOW THE MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH IS BELOW THE MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH BELOW THE MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH BELOW THE MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH THE MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH THE MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH AND FOR A DISTANCE OF 300mm EACH AND FOR A DISTANCE OF 300mm EACH FOR A DISTANCE OF 300mm EACH FOR A DISTANCE OF 300mm EACH A DISTANCE OF 300mm EACH A DISTANCE OF 300mm EACH DISTANCE OF 300mm EACH DISTANCE OF 300mm EACH OF 300mm EACH OF 300mm EACH 300mm EACH 300mm EACH EACH EACH SIDE OF PIPE. BEAM REINFORCING MUST CONTINUE UNDER PIPE. (REFER DETAIL BELOW) 15. EDGE REBATES EDGE REBATES EDGE REBATES FOR SLAB ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION REBATES FOR SLAB ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION REBATES FOR SLAB ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION FOR SLAB ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION FOR SLAB ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION SLAB ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION SLAB ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION WITH REINFORCED MASONRY OR VENEER CONSTRUCTION WITH REINFORCED MASONRY OR VENEER CONSTRUCTION REINFORCED MASONRY OR VENEER CONSTRUCTION REINFORCED MASONRY OR VENEER CONSTRUCTION MASONRY OR VENEER CONSTRUCTION MASONRY OR VENEER CONSTRUCTION OR VENEER CONSTRUCTION OR VENEER CONSTRUCTION VENEER CONSTRUCTION VENEER CONSTRUCTION CONSTRUCTION CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: A. THE REBATE DEPTH SHALL BE NOT LESS THAN 20mm. THE EDGE REBATE MAY BE STEPPED ALONG ITS LENGTH. THE REBATE DEPTH SHALL BE NOT LESS THAN 20mm. THE EDGE REBATE MAY BE STEPPED ALONG ITS LENGTH. B. IT SHALL BE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE IT SHALL BE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE SHALL BE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE SHALL BE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE BE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE BE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE PAST THE EDGE OF THE REBATE BUT IN NO CASE PAST THE EDGE OF THE REBATE BUT IN NO CASE THE EDGE OF THE REBATE BUT IN NO CASE THE EDGE OF THE REBATE BUT IN NO CASE EDGE OF THE REBATE BUT IN NO CASE EDGE OF THE REBATE BUT IN NO CASE OF THE REBATE BUT IN NO CASE OF THE REBATE BUT IN NO CASE THE REBATE BUT IN NO CASE THE REBATE BUT IN NO CASE REBATE BUT IN NO CASE REBATE BUT IN NO CASE BUT IN NO CASE BUT IN NO CASE IN NO CASE IN NO CASE NO CASE NO CASE CASE CASE SHALL THE OVERHANG EXCEED 15mm. C. FOR BRICK VENEER CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY FOR BRICK VENEER CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY BRICK VENEER CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY BRICK VENEER CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY VENEER CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY VENEER CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY AND DRAINED. IF WEEP HOLES ARE USED, THEY AND DRAINED. IF WEEP HOLES ARE USED, THEY DRAINED. IF WEEP HOLES ARE USED, THEY DRAINED. IF WEEP HOLES ARE USED, THEY IF WEEP HOLES ARE USED, THEY IF WEEP HOLES ARE USED, THEY IF WEEP HOLES ARE USED, THEY WEEP HOLES ARE USED, THEY WEEP HOLES ARE USED, THEY HOLES ARE USED, THEY HOLES ARE USED, THEY ARE USED, THEY ARE USED, THEY USED, THEY USED, THEY THEY THEY SHALL BE SPACED AT NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF BE SPACED AT NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF BE SPACED AT NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF SPACED AT NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF SPACED AT NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF AT NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF AT NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF THE FINISHED GROUND LEVEL. ANY PORTION OF THE FINISHED GROUND LEVEL. ANY PORTION OF FINISHED GROUND LEVEL. ANY PORTION OF FINISHED GROUND LEVEL. ANY PORTION OF GROUND LEVEL. ANY PORTION OF GROUND LEVEL. ANY PORTION OF LEVEL. ANY PORTION OF LEVEL. ANY PORTION OF ANY PORTION OF ANY PORTION OF ANY PORTION OF PORTION OF PORTION OF OF OF THE DEEPENED REBATE THAT CANNOT BE DRAINED SHALL BE MORTAR FILLED. 16. SHRINKAGE CONTROL SHRINKAGE CONTROL WHERE BRITTLE FLOOR COVERINGS ARE TO BE USED; A. USE FLEXIBLE ADHESIVE FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) USE FLEXIBLE ADHESIVE FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FLEXIBLE ADHESIVE FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FLEXIBLE ADHESIVE FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) ADHESIVE FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) ADHESIVE FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) (OR ENGINEER APPROVED EQUIVALENT) (OR ENGINEER APPROVED EQUIVALENT) ENGINEER APPROVED EQUIVALENT) ENGINEER APPROVED EQUIVALENT) APPROVED EQUIVALENT) APPROVED EQUIVALENT) EQUIVALENT) EQUIVALENT) FOR FIXING CERAMIC TILES). B. THE PLACEMENT OF FLOOR COVERINGS SHALL BE DELAYED FOR THREE (3) MONTHS.THE PLACEMENT OF FLOOR COVERINGS SHALL BE DELAYED FOR THREE (3) MONTHS.

17. ARTICULATION ARTICULATION UNLESS OTHERWISE NOTED, ARTICULATION TO BE PROVIDED TO UNREINFORCED MASONRY AS FOLLOWS: A. ABOVE ALL WINDOWS AND DOORS PROVIDE CLAD FRAMING. ABOVE ALL WINDOWS AND DOORS PROVIDE CLAD FRAMING. 18. VIBRATION OF CONCRETE VIBRATION OF CONCRETE CONCRETE IN BEAMS SHALL BE VIBRATED AND REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR IN BEAMS SHALL BE VIBRATED AND REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR IN BEAMS SHALL BE VIBRATED AND REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR BEAMS SHALL BE VIBRATED AND REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR BEAMS SHALL BE VIBRATED AND REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR SHALL BE VIBRATED AND REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR SHALL BE VIBRATED AND REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR BE VIBRATED AND REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR BE VIBRATED AND REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR VIBRATED AND REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR VIBRATED AND REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR AND REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR AND REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR SHALL BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR BE FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR FIXED IN POSITION BY BAR CHAIRS OR LIGATURES OR IN POSITION BY BAR CHAIRS OR LIGATURES OR IN POSITION BY BAR CHAIRS OR LIGATURES OR POSITION BY BAR CHAIRS OR LIGATURES OR POSITION BY BAR CHAIRS OR LIGATURES OR BY BAR CHAIRS OR LIGATURES OR BY BAR CHAIRS OR LIGATURES OR BAR CHAIRS OR LIGATURES OR BAR CHAIRS OR LIGATURES OR CHAIRS OR LIGATURES OR CHAIRS OR LIGATURES OR OR LIGATURES OR OR LIGATURES OR LIGATURES OR LIGATURES OR OR OR BOTH. 19. INSPECTIONS INSPECTIONS A. ENGINEER TO BE NOTIFIED 48 HOURS PRIOR TO POURING CONCRETE. ENGINEER TO BE NOTIFIED 48 HOURS PRIOR TO POURING CONCRETE. B. ALL REINFORCEMENT FOR ANY ONE POUR SHALL BE COMPLETELY PLACED AND TIED PRIOR TO ALL REINFORCEMENT FOR ANY ONE POUR SHALL BE COMPLETELY PLACED AND TIED PRIOR TO INSPECTION BY THE ENGINEER. NO CONCRETE TO BE POURED UNTIL REINFORCEMENT HAS BEEN INSPECTED AND APPROVED.

20. PLUMBING AND DRAINAGE REQUIREMENTS PLUMBING AND DRAINAGE REQUIREMENTS A. WATER RUN-OFF SHALL BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE WATER RUN-OFF SHALL BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE RUN-OFF SHALL BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE RUN-OFF SHALL BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE SHALL BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE SHALL BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE THE BUILDING DURING CONSTRUCTION. THE DRAINAGE THE BUILDING DURING CONSTRUCTION. THE DRAINAGE BUILDING DURING CONSTRUCTION. THE DRAINAGE BUILDING DURING CONSTRUCTION. THE DRAINAGE DURING CONSTRUCTION. THE DRAINAGE DURING CONSTRUCTION. THE DRAINAGE CONSTRUCTION. THE DRAINAGE CONSTRUCTION. THE DRAINAGE THE DRAINAGE THE DRAINAGE THE DRAINAGE DRAINAGE DRAINAGE SYSTEM SHALL BE COMPLETE BY THE FINISH OF CONSTRUCTION OF THE STRUCTURE. B. SEWER AND STORM WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A SEWER AND STORM WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A AND STORM WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A AND STORM WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A STORM WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A STORM WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A FROM THE BUILDING AND SHALL BE BACKFILLED WITH A FROM THE BUILDING AND SHALL BE BACKFILLED WITH A THE BUILDING AND SHALL BE BACKFILLED WITH A THE BUILDING AND SHALL BE BACKFILLED WITH A BUILDING AND SHALL BE BACKFILLED WITH A BUILDING AND SHALL BE BACKFILLED WITH A AND SHALL BE BACKFILLED WITH A AND SHALL BE BACKFILLED WITH A SHALL BE BACKFILLED WITH A SHALL BE BACKFILLED WITH A BE BACKFILLED WITH A BE BACKFILLED WITH A BACKFILLED WITH A BACKFILLED WITH A WITH A WITH A A A CLAY PLUG TO FULL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL PLUG TO FULL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL PLUG TO FULL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL TO FULL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL TO FULL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL FULL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL FULL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL THE CLAY USED FOR BACKFILLING SHALL THE CLAY USED FOR BACKFILLING SHALL THE CLAY USED FOR BACKFILLING SHALL CLAY USED FOR BACKFILLING SHALL CLAY USED FOR BACKFILLING SHALL USED FOR BACKFILLING SHALL USED FOR BACKFILLING SHALL FOR BACKFILLING SHALL FOR BACKFILLING SHALL BACKFILLING SHALL BACKFILLING SHALL SHALL SHALL BE COMPACTED. WHERE PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR COMPACTED. WHERE PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR COMPACTED. WHERE PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR WHERE PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR WHERE PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR WHERE PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR THE TRENCH SHALL BE PLUGGED WITH CLAY OR THE TRENCH SHALL BE PLUGGED WITH CLAY OR TRENCH SHALL BE PLUGGED WITH CLAY OR TRENCH SHALL BE PLUGGED WITH CLAY OR SHALL BE PLUGGED WITH CLAY OR SHALL BE PLUGGED WITH CLAY OR BE PLUGGED WITH CLAY OR BE PLUGGED WITH CLAY OR PLUGGED WITH CLAY OR PLUGGED WITH CLAY OR WITH CLAY OR WITH CLAY OR CLAY OR CLAY OR OR OR CONCRETE TO RESTRICT THE INGRESS OF WATER BENEATH THE FOOTING SYSTEM. C. WATER SHALL NOT BE ALLOWED TO POND IN THE TRENCHES FOR A LONG PERIOD. WATER SHALL NOT BE ALLOWED TO POND IN THE TRENCHES FOR A LONG PERIOD. D. JOINTS IN STORM WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO JOINTS IN STORM WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO IN STORM WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO IN STORM WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO STORM WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO STORM WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO UNDER CONSTRUCTION SHALL BE ARTICULATED TO UNDER CONSTRUCTION SHALL BE ARTICULATED TO CONSTRUCTION SHALL BE ARTICULATED TO CONSTRUCTION SHALL BE ARTICULATED TO SHALL BE ARTICULATED TO SHALL BE ARTICULATED TO BE ARTICULATED TO BE ARTICULATED TO ARTICULATED TO ARTICULATED TO TO TO ACCOMMODATE GROUND MOVEMENTS WITHOUT LEAKAGE. E. SUB-SURFACE DRAINS SHALL BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS SUB-SURFACE DRAINS SHALL BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS DRAINS SHALL BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS DRAINS SHALL BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS SHALL BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS SHALL BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS AND MAINTAINED, AND PROTECTED BY FILTERS AND MAINTAINED, AND PROTECTED BY FILTERS MAINTAINED, AND PROTECTED BY FILTERS MAINTAINED, AND PROTECTED BY FILTERS AND PROTECTED BY FILTERS AND PROTECTED BY FILTERS PROTECTED BY FILTERS PROTECTED BY FILTERS BY FILTERS BY FILTERS FILTERS FILTERS AND GEOTEXTILES. F. WHEREVER PRACTICABLE, SUBSURFACE DRAINS SHOULD BE AVOIDED NEAR FOOTINGS. WHEREVER PRACTICABLE, SUBSURFACE DRAINS SHOULD BE AVOIDED NEAR FOOTINGS. G. PENETRATIONS OF THE EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR PENETRATIONS OF THE EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR OF THE EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR OF THE EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR THE EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR THE EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR FOOTINGS SHALL BE SLEEVED TO ALLOW FOR FOOTINGS SHALL BE SLEEVED TO ALLOW FOR SHALL BE SLEEVED TO ALLOW FOR SHALL BE SLEEVED TO ALLOW FOR BE SLEEVED TO ALLOW FOR BE SLEEVED TO ALLOW FOR SLEEVED TO ALLOW FOR SLEEVED TO ALLOW FOR TO ALLOW FOR TO ALLOW FOR ALLOW FOR ALLOW FOR FOR FOR MOVEMENT. CLOSED-CELL POLYETHYLENE LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND CLOSED-CELL POLYETHYLENE LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND CLOSED-CELL POLYETHYLENE LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND CLOSED-CELL POLYETHYLENE LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND POLYETHYLENE LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND POLYETHYLENE LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND OF 20mm THICK ON CLASS A, S, M & H SITES AND OF 20mm THICK ON CLASS A, S, M & H SITES AND 20mm THICK ON CLASS A, S, M & H SITES AND 20mm THICK ON CLASS A, S, M & H SITES AND THICK ON CLASS A, S, M & H SITES AND THICK ON CLASS A, S, M & H SITES AND ON CLASS A, S, M & H SITES AND ON CLASS A, S, M & H SITES AND CLASS A, S, M & H SITES AND CLASS A, S, M & H SITES AND A, S, M & H SITES AND A, S, M & H SITES AND S, M & H SITES AND S, M & H SITES AND M & H SITES AND M & H SITES AND & H SITES AND & H SITES AND H SITES AND H SITES AND SITES AND SITES AND AND AND 40mm THICK ON CLASS E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. THICK ON CLASS E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. THICK ON CLASS E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. ON CLASS E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. ON CLASS E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. CLASS E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. CLASS E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. MOVEMENTS MAY BE USED AS AN ALTERNATIVE. MOVEMENTS MAY BE USED AS AN ALTERNATIVE. MAY BE USED AS AN ALTERNATIVE. MAY BE USED AS AN ALTERNATIVE. BE USED AS AN ALTERNATIVE. BE USED AS AN ALTERNATIVE. USED AS AN ALTERNATIVE. USED AS AN ALTERNATIVE. AS AN ALTERNATIVE. AS AN ALTERNATIVE. AN ALTERNATIVE. AN ALTERNATIVE. ALTERNATIVE. ALTERNATIVE. LAGGING IS NOT REQUIRED AROUND VERTICAL PENETRATIONS THROUGH SLAB PANELS. H. ALL SEWER AND STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) ALL SEWER AND STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) SEWER AND STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) SEWER AND STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) AND STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) AND STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) EXPANSIVE (eg. H1, H2, E AND P SITES) EXPANSIVE (eg. H1, H2, E AND P SITES) (eg. H1, H2, E AND P SITES) (eg. H1, H2, E AND P SITES) H1, H2, E AND P SITES) H1, H2, E AND P SITES) H2, E AND P SITES) H2, E AND P SITES) E AND P SITES) E AND P SITES) AND P SITES) AND P SITES) P SITES) P SITES) SITES) SITES) OR WATER CHARGED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED WATER CHARGED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED WATER CHARGED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED CHARGED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED CHARGED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED OF ANY DRAIN SHALL BE CONSTRUCTED OF ANY DRAIN SHALL BE CONSTRUCTED ANY DRAIN SHALL BE CONSTRUCTED ANY DRAIN SHALL BE CONSTRUCTED DRAIN SHALL BE CONSTRUCTED DRAIN SHALL BE CONSTRUCTED SHALL BE CONSTRUCTED SHALL BE CONSTRUCTED BE CONSTRUCTED BE CONSTRUCTED CONSTRUCTED CONSTRUCTED IN ACCORDANCE WITH AS/NZS:3500 AND THE REQUIREMENTS OF AS:2870. I. ON H1, H2, E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL ON H1, H2, E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL H1, H2, E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL H1, H2, E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL H2, E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL H2, E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL PROVIDED TO ACCOMMODATE MOVEMENT IN ALL PROVIDED TO ACCOMMODATE MOVEMENT IN ALL TO ACCOMMODATE MOVEMENT IN ALL TO ACCOMMODATE MOVEMENT IN ALL ACCOMMODATE MOVEMENT IN ALL ACCOMMODATE MOVEMENT IN ALL MOVEMENT IN ALL MOVEMENT IN ALL IN ALL IN ALL ALL ALL PIPE WORK WITHIN THREE (3) METRES OF THE DWELLING AND COMPLY WITH AS:1260. J. ALL EXPANSION AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ALL EXPANSION AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EXPANSION AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EXPANSION AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. WITH MANUFACTURERS RECOMMENDATIONS. WITH MANUFACTURERS RECOMMENDATIONS. MANUFACTURERS RECOMMENDATIONS. MANUFACTURERS RECOMMENDATIONS. RECOMMENDATIONS. RECOMMENDATIONS. ALL JOINTS TO BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS JOINTS TO BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS JOINTS TO BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS TO BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS TO BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS IN EITHER DIRECTION. ARTICULATION JOINTS IN EITHER DIRECTION. ARTICULATION JOINTS EITHER DIRECTION. ARTICULATION JOINTS EITHER DIRECTION. ARTICULATION JOINTS DIRECTION. ARTICULATION JOINTS DIRECTION. ARTICULATION JOINTS ARTICULATION JOINTS ARTICULATION JOINTS JOINTS JOINTS SHALL NOT BE INSTALLED LEVEL SO AS NOT TO ALLOW BACK FALL. K. SEPTIC TANKS AND ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE SEPTIC TANKS AND ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE TANKS AND ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE TANKS AND ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE AND ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE AND ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE MINIMISE SOIL MOISTURE INCREASE WITHIN THE MINIMISE SOIL MOISTURE INCREASE WITHIN THE SOIL MOISTURE INCREASE WITHIN THE SOIL MOISTURE INCREASE WITHIN THE MOISTURE INCREASE WITHIN THE MOISTURE INCREASE WITHIN THE INCREASE WITHIN THE INCREASE WITHIN THE WITHIN THE WITHIN THE THE THE FOUNDATION. L. PLUMBING AND DRAINAGE UNDER A SLAB SHALL BE AVOIDED WHERE PRACTICABLE. PLUMBING AND DRAINAGE UNDER A SLAB SHALL BE AVOIDED WHERE PRACTICABLE. NOTE: METHODS USED SHOULD COMPLY WITH LOCAL PLUMBING AND DRAINAGE REGULATIONS.

DEEPEN SLAB BEAMS AT 1:3. MIN 200mm BELOW SERVICE PENETRATIONS

1

3

300

300

ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING BOYS AVENUE, MARYBOROUGH

-

PRELIMINARY ISSUE

SH

15.11.16

-

TENDER ISSUE

SH

29.11.16

SEWER MAIN OR BRANCH LINE

LOCATION OF PENETRATIONS TO ENGINEERS DESIGN

FOOTING

LAGGING OR SLEEVE

EXPANDA JOINT (LUBRICATED WRAPPED JOINT (LUBRICATED WRAPPED IN 2 LAYERS OF 200 MICRON POLYTHENE AND SEALED WITH PRESSURE SENSITIVE TAPE TO EXCLUDE SOIL PARTICLES)

MIN 15 DEGREE BEND TYPICAL

SELECTED ARTICULATION AND EXPANSION JOINT E.G. STORM PLASTICS SWIVEL SWIVEL EXPANDA JOINT OR OTHER APPROVED OR OTHER APPROVED FLEXIBLE FITTING INSTALLED TO MANUFACTURES RECOMMENDATIONS.

75

150

75mm ABOVE FINISHED GROUND LEVEL

PIPE FROM FIXTURE

ADDITIONAL LAGGING TO ORG. TO LOCAL COUNCIL SPECIFICATIONS.

LAGGING OR SLEEVE

LAGGING THICKNESS- 20mm & 40mm ON 'H2 & E' H2 & E' E' E' ' SITES UNLESS NOTED OTHERWISE

TYPICAL CONNECTION FROM PIPE WORK TO BRANCH LINE

TYPICAL PIPE THROUGH FOOTING

SELECTED ARTICULATION AND EXPANSION JOINT E.G. STORM PLASTICS SWIVEL EXPANDA JOINT OR SWIVEL EXPANDA JOINT OR OR OTHER APPROVED FLEXIBLE FITTING INSTALLED TO MANUFACTURES RECOMMENDATIONS.

FL

FALL

TYPICAL SECTION AT ORG.

SELECTED ARTICULATION AND EXPANSION ARTICULATION AND EXPANSION ARTICULATION AND EXPANSION AND EXPANSION AND EXPANSION EXPANSION EXPANSION JOINT E.G. STORM PLASTICS SWIVEL E.G. STORM PLASTICS SWIVEL E.G. STORM PLASTICS SWIVEL STORM PLASTICS SWIVEL STORM PLASTICS SWIVEL PLASTICS SWIVEL PLASTICS SWIVEL SWIVEL SWIVEL EXPANDA OTHER APPROVED FLEXIBLE OTHER APPROVED FLEXIBLE OTHER APPROVED FLEXIBLE APPROVED FLEXIBLE APPROVED FLEXIBLE APPROVED FLEXIBLE FLEXIBLE FLEXIBLE FITTING INSTALLED TO MANUFACTURES INSTALLED TO MANUFACTURES INSTALLED TO MANUFACTURES TO MANUFACTURES TO MANUFACTURES MANUFACTURES MANUFACTURES RECOMMENDATIONS.

ALLOW PIPEWORK TO MOVE VERTICALLY INDEPENDENT OF BUILDING FOOTINGS

STORMWATER DRAINAGE PIPE 100mm DWV

EXPANDA JOINT

DOWN PIPE

PROVIDE VISUAL SPACE TO COMPLY WITH AS3660.1

TYPICAL STORMWATER DETAIL

DRAWING No.

JOB No.

TITLE

PROJECT

TYPICAL DRAINAGE DETAILS

M16-510

DATE

BY

REV.

DESCRIPTION

CONSULTING ENGINEERS

A.C.N 053 696 272

PTY LTD LTDLTD

PH:07 4121 434407 4121 4344

EMAIL:[email protected]@holmesmcleod.com.au

328 ALICE STREET MARYBOROUGH QLD 4650

PH:03 5562 999003 5562 9990

EMAIL:[email protected]@holmesmcleod.com.au

MOB:0427 214 3470427 214 347

451 RAGLAN PDE, WARRNAMBOOL, VIC 3280

DESIGN

SH

DRAWN

CHECK

JR

RPEQ

SH

SCALE

-

SIZE

A3

DATE

15/11/2016

7374

S09

ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING BOYS AVENUE, MARYBOROUGH

-

PRELIMINARY ISSUE

SH

15.11.16

-

TENDER ISSUE

SH

29.11.16

PEG TO GROUND

PLACE VAPOUR BARRIER IN HOLE. CUT TO GROUND LEVEL EACH SIDE

MIN. 3000mm LENGTH OF VAPOUR BARRIER

FOLD 700 mm BACK ON SELF

FOLD 700 mm BACK ON SELF

FOLD 700 mm BACK ON SELF

METHOD FOR FOLDING/ROLLING VAPOUR BARRIER (450 HOLE)

1

2

3

4

6

FOLD END BACK ON SELF AND TAPE

TAPE END TO HOLD TOGETHER

5

7

PEG TO GROUND

METHOD FOR PLACING VAPOUR BARRIER (450 HOLE)

DRAWING No.

JOB No.

TITLE

PROJECT

INSTALLATION OF VAPOUR BARRIER

M16-510

DATE

BY

REV.

DESCRIPTION

CONSULTING ENGINEERS

A.C.N 053 696 272

PTY LTD LTDLTD

PH:07 4121 434407 4121 4344

EMAIL:[email protected]@holmesmcleod.com.au

328 ALICE STREET MARYBOROUGH QLD 4650

PH:03 5562 999003 5562 9990

EMAIL:[email protected]@holmesmcleod.com.au

MOB:0427 214 3470427 214 347

451 RAGLAN PDE, WARRNAMBOOL, VIC 3280

DESIGN

SH

DRAWN

CHECK

JR

RPEQ

SH

SCALE

-

SIZE

A3

DATE

15/11/2016

7374

S10

ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING BOYS AVENUE, MARYBOROUGH

-

PRELIMINARY ISSUE

SH

15.11.16

-

TENDER ISSUE

SH

29.11.16

EXISTING ADMINISTRATION BUILDING

PLY/1.8

PLY/1.8

PLY/3.9

PLY/3.9

PLY/0.9

PLY/1.7

SB/2.2

SB/2.2

SB/2.2

JS1

JS1

JS1

JS1

JS1

JS1

JS1

LS1

JS1

JS1

JS2

JS1

JS1

JS1

JS1

JS1

JS1

JS1

JS1

JS1

JS1

JS1

L3

L3

L3

L3

L3

L1

L1

L2

L2

L3

L3

RB1

RB1

C1

C1

REMOVE EXISTING WALLS

NEW 90mm TIMBER FRAME WALL

AJ

AJ

AJ

AJ

AJ

PLY/5.7

AJ

PLY/1.6

INFILL REMAINING WINDOW OPENING WITH STUD FRAME ABOVE BRICKWORK

REMOVE EXISTING WALL TO SUIT NEW OPENING

13

4

13

1

13

2

13

3

14

5

14

6

LEGEND SB/2.2 BRACING WALL FITTED WITH A 2.2m LENGTH OF SPEEDBRACE BRACING WALL FITTED WITH A 2.2m LENGTH OF SPEEDBRACE WALL FITTED WITH A 2.2m LENGTH OF SPEEDBRACE WALL FITTED WITH A 2.2m LENGTH OF SPEEDBRACE FITTED WITH A 2.2m LENGTH OF SPEEDBRACE FITTED WITH A 2.2m LENGTH OF SPEEDBRACE WITH A 2.2m LENGTH OF SPEEDBRACE WITH A 2.2m LENGTH OF SPEEDBRACE A 2.2m LENGTH OF SPEEDBRACE A 2.2m LENGTH OF SPEEDBRACE 2.2m LENGTH OF SPEEDBRACE 2.2m LENGTH OF SPEEDBRACE LENGTH OF SPEEDBRACE LENGTH OF SPEEDBRACE OF SPEEDBRACE OF SPEEDBRACE SPEEDBRACE SPEEDBRACE (OR EQUIVALENT ALTERNATIVE). FIX TO MANUFACTURER EQUIVALENT ALTERNATIVE). FIX TO MANUFACTURER EQUIVALENT ALTERNATIVE). FIX TO MANUFACTURER ALTERNATIVE). FIX TO MANUFACTURER ALTERNATIVE). FIX TO MANUFACTURER FIX TO MANUFACTURER FIX TO MANUFACTURER TO MANUFACTURER TO MANUFACTURER MANUFACTURER MANUFACTURER SPECIFICATIONS FOR METHOD TYPE B TO PROVIDE 3kN/m FOR METHOD TYPE B TO PROVIDE 3kN/m FOR METHOD TYPE B TO PROVIDE 3kN/m METHOD TYPE B TO PROVIDE 3kN/m METHOD TYPE B TO PROVIDE 3kN/m TYPE B TO PROVIDE 3kN/m TYPE B TO PROVIDE 3kN/m B TO PROVIDE 3kN/m B TO PROVIDE 3kN/m TO PROVIDE 3kN/m TO PROVIDE 3kN/m PROVIDE 3kN/m PROVIDE 3kN/m 3kN/m 3kN/m RAKING RESISTANCE PLY/1.8 BRACING WALL FITTED WITH A 1.8m LENGTH OF PLYWOOD BRACING WALL FITTED WITH A 1.8m LENGTH OF PLYWOOD WALL FITTED WITH A 1.8m LENGTH OF PLYWOOD WALL FITTED WITH A 1.8m LENGTH OF PLYWOOD FITTED WITH A 1.8m LENGTH OF PLYWOOD FITTED WITH A 1.8m LENGTH OF PLYWOOD WITH A 1.8m LENGTH OF PLYWOOD WITH A 1.8m LENGTH OF PLYWOOD A 1.8m LENGTH OF PLYWOOD A 1.8m LENGTH OF PLYWOOD 1.8m LENGTH OF PLYWOOD 1.8m LENGTH OF PLYWOOD LENGTH OF PLYWOOD LENGTH OF PLYWOOD OF PLYWOOD OF PLYWOOD PLYWOOD PLYWOOD PLYWOOD BRACING. FIX TO MANUFACTURER'S SPECIFICATIONS. REFER FIX TO MANUFACTURER'S SPECIFICATIONS. REFER FIX TO MANUFACTURER'S SPECIFICATIONS. REFER TO MANUFACTURER'S SPECIFICATIONS. REFER TO MANUFACTURER'S SPECIFICATIONS. REFER MANUFACTURER'S SPECIFICATIONS. REFER MANUFACTURER'S SPECIFICATIONS. REFER SPECIFICATIONS. REFER SPECIFICATIONS. REFER REFER REFER REFER TO DETAIL 2 ON PAGE S13 FOR PLY THICKNESS, GRADES DETAIL 2 ON PAGE S13 FOR PLY THICKNESS, GRADES DETAIL 2 ON PAGE S13 FOR PLY THICKNESS, GRADES 2 ON PAGE S13 FOR PLY THICKNESS, GRADES 2 ON PAGE S13 FOR PLY THICKNESS, GRADES ON PAGE S13 FOR PLY THICKNESS, GRADES ON PAGE S13 FOR PLY THICKNESS, GRADES PAGE S13 FOR PLY THICKNESS, GRADES PAGE S13 FOR PLY THICKNESS, GRADES S13 FOR PLY THICKNESS, GRADES S13 FOR PLY THICKNESS, GRADES FOR PLY THICKNESS, GRADES FOR PLY THICKNESS, GRADES PLY THICKNESS, GRADES PLY THICKNESS, GRADES THICKNESS, GRADES THICKNESS, GRADES GRADES GRADES AND NAILING REQUIREMENTS M12 CYCLONE ROD FIXING TOP PLATE TO SLAB AT EACH CYCLONE ROD FIXING TOP PLATE TO SLAB AT EACH CYCLONE ROD FIXING TOP PLATE TO SLAB AT EACH ROD FIXING TOP PLATE TO SLAB AT EACH ROD FIXING TOP PLATE TO SLAB AT EACH FIXING TOP PLATE TO SLAB AT EACH FIXING TOP PLATE TO SLAB AT EACH TOP PLATE TO SLAB AT EACH TOP PLATE TO SLAB AT EACH PLATE TO SLAB AT EACH PLATE TO SLAB AT EACH TO SLAB AT EACH TO SLAB AT EACH SLAB AT EACH SLAB AT EACH AT EACH AT EACH EACH EACH END OF BRACING WALLS AND AS SHOWN OTHERWISE. FIX OF BRACING WALLS AND AS SHOWN OTHERWISE. FIX OF BRACING WALLS AND AS SHOWN OTHERWISE. FIX BRACING WALLS AND AS SHOWN OTHERWISE. FIX BRACING WALLS AND AS SHOWN OTHERWISE. FIX WALLS AND AS SHOWN OTHERWISE. FIX WALLS AND AS SHOWN OTHERWISE. FIX AND AS SHOWN OTHERWISE. FIX AND AS SHOWN OTHERWISE. FIX AS SHOWN OTHERWISE. FIX AS SHOWN OTHERWISE. FIX SHOWN OTHERWISE. FIX SHOWN OTHERWISE. FIX OTHERWISE. FIX OTHERWISE. FIX FIX FIX USING RAMSET CHEMSET INJECTION 801 (OR EQUIVALENT RAMSET CHEMSET INJECTION 801 (OR EQUIVALENT RAMSET CHEMSET INJECTION 801 (OR EQUIVALENT CHEMSET INJECTION 801 (OR EQUIVALENT CHEMSET INJECTION 801 (OR EQUIVALENT INJECTION 801 (OR EQUIVALENT INJECTION 801 (OR EQUIVALENT 801 (OR EQUIVALENT 801 (OR EQUIVALENT (OR EQUIVALENT (OR EQUIVALENT EQUIVALENT EQUIVALENT ALTERNATIVE) WITH 110mm MIN. EMBEDMENT INTO SLAB. WITH 110mm MIN. EMBEDMENT INTO SLAB. WITH 110mm MIN. EMBEDMENT INTO SLAB. 110mm MIN. EMBEDMENT INTO SLAB. 110mm MIN. EMBEDMENT INTO SLAB. MIN. EMBEDMENT INTO SLAB. MIN. EMBEDMENT INTO SLAB. EMBEDMENT INTO SLAB. EMBEDMENT INTO SLAB. INTO SLAB. INTO SLAB. SLAB. SLAB. EDGE DISTANCE TO BE 50mm MIN. M12 CYCLONE ROD FIXING TOP PLATE TO SLAB AT EACH CYCLONE ROD FIXING TOP PLATE TO SLAB AT EACH CYCLONE ROD FIXING TOP PLATE TO SLAB AT EACH ROD FIXING TOP PLATE TO SLAB AT EACH ROD FIXING TOP PLATE TO SLAB AT EACH FIXING TOP PLATE TO SLAB AT EACH FIXING TOP PLATE TO SLAB AT EACH TOP PLATE TO SLAB AT EACH TOP PLATE TO SLAB AT EACH PLATE TO SLAB AT EACH PLATE TO SLAB AT EACH TO SLAB AT EACH TO SLAB AT EACH SLAB AT EACH SLAB AT EACH AT EACH AT EACH EACH EACH END OF BRACING WALLS AND AS SHOWN OTHERWISE. FIX OF BRACING WALLS AND AS SHOWN OTHERWISE. FIX OF BRACING WALLS AND AS SHOWN OTHERWISE. FIX BRACING WALLS AND AS SHOWN OTHERWISE. FIX BRACING WALLS AND AS SHOWN OTHERWISE. FIX WALLS AND AS SHOWN OTHERWISE. FIX WALLS AND AS SHOWN OTHERWISE. FIX AND AS SHOWN OTHERWISE. FIX AND AS SHOWN OTHERWISE. FIX AS SHOWN OTHERWISE. FIX AS SHOWN OTHERWISE. FIX SHOWN OTHERWISE. FIX SHOWN OTHERWISE. FIX OTHERWISE. FIX OTHERWISE. FIX FIX FIX USING RAMSET CHEMSET INJECTION 801 (OR EQUIVALENT RAMSET CHEMSET INJECTION 801 (OR EQUIVALENT RAMSET CHEMSET INJECTION 801 (OR EQUIVALENT CHEMSET INJECTION 801 (OR EQUIVALENT CHEMSET INJECTION 801 (OR EQUIVALENT INJECTION 801 (OR EQUIVALENT INJECTION 801 (OR EQUIVALENT 801 (OR EQUIVALENT 801 (OR EQUIVALENT (OR EQUIVALENT (OR EQUIVALENT EQUIVALENT EQUIVALENT ALTERNATIVE) WITH 80mm MIN. EMBEDMENT INTO SLAB. WITH 80mm MIN. EMBEDMENT INTO SLAB. WITH 80mm MIN. EMBEDMENT INTO SLAB. 80mm MIN. EMBEDMENT INTO SLAB. 80mm MIN. EMBEDMENT INTO SLAB. MIN. EMBEDMENT INTO SLAB. MIN. EMBEDMENT INTO SLAB. EMBEDMENT INTO SLAB. EMBEDMENT INTO SLAB. INTO SLAB. INTO SLAB. SLAB. SLAB. EDGE DISTANCE TO BE 50mm MIN. ARTICULATION CONTROL JOINT IN MASONRY CONTROL JOINT IN MASONRY BRICKWORK. REFER NOTES ON PAGE S15S15

AJ

WALL FRAMING NOTES 1. NOMINALLY FIX EXTERNAL AND INTERNAL WALLS TO FLOOR AT 1200 NOMINALLY FIX EXTERNAL AND INTERNAL WALLS TO FLOOR AT 1200 FIX EXTERNAL AND INTERNAL WALLS TO FLOOR AT 1200 FIX EXTERNAL AND INTERNAL WALLS TO FLOOR AT 1200 EXTERNAL AND INTERNAL WALLS TO FLOOR AT 1200 EXTERNAL AND INTERNAL WALLS TO FLOOR AT 1200 AND INTERNAL WALLS TO FLOOR AT 1200 AND INTERNAL WALLS TO FLOOR AT 1200 INTERNAL WALLS TO FLOOR AT 1200 INTERNAL WALLS TO FLOOR AT 1200 WALLS TO FLOOR AT 1200 WALLS TO FLOOR AT 1200 TO FLOOR AT 1200 TO FLOOR AT 1200 FLOOR AT 1200 FLOOR AT 1200 AT 1200 AT 1200 1200 1200 CRS. BETWEEN CYCLONE RODS. 2. TOP PLATES TO BE JOINED WITH 4T7 TYLOK PLATESTOP PLATES TO BE JOINED WITH 4T7 TYLOK PLATES

BRACING & TIEDOWN PLAN SCALE: 1:100 SCALE: 1:100SCALE: 1:100

DRAWING No.

JOB No.

TITLE

PROJECT

BRACING & TIEDOWN PLAN

M16-510

DATE

BY

REV.

DESCRIPTION

CONSULTING ENGINEERS

A.C.N 053 696 272

PTY LTD LTDLTD

PH:07 4121 434407 4121 4344

EMAIL:[email protected]@holmesmcleod.com.au

328 ALICE STREET MARYBOROUGH QLD 4650

PH:03 5562 999003 5562 9990

EMAIL:[email protected]@holmesmcleod.com.au

MOB:0427 214 3470427 214 347

451 RAGLAN PDE, WARRNAMBOOL, VIC 3280

DESIGN

SH

DRAWN

CHECK

JR

RPEQ

SH

SCALE

1:100

SIZE

A3

DATE

15/11/2016

7374

S11

WALL FRAME SCHEDULE

EXTERNAL & LOAD BEARING FRAMES RAKED GABLE END WALL

MAX HEIGHT: 3035 mm MAX HEIGHT: 3035 mm WITH WALL FRAME FIXED TO TRUSS BOTTOM CHORD AT EACH STUD

TOP PLATE: COMMON STUDS: CORNER STUDS

2 / 35 x 90 MGP12 90 x 35 MGP10 AT 450 mm CRS 2 / 90 x 35 MGP10

JAMB STUDS: (TO OPENINGS)

JS1: : JS2::

2 / 90 x 35 MGP10 3 / 90 x 35 MGP10

CONCENTRATED: LOAD POINT

LS1::

2 / 90 x 35 MGP10

BOTTOM PLATE:

35 x 90 MGP10

INTERNAL NON-LOAD BEARING FRAMES

MAX HEIGHT: 3000 mm

COMMON STUDS:

90 x 35 MGP10 AT 450 mm CRS

BEAMS RB1

200 x 58 SMART LVL 15 ROOF BEAM

LINTELS L1 L2 L3

90 x 35 MGP12 LINTEL TRIMMER 90 x 35 SMART LVL 15 120 x 35 SMART LVL 15

ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING BOYS AVENUE, MARYBOROUGH

-

PRELIMINARY ISSUE

SH

15.11.16

-

TENDER ISSUE

SH

29.11.16

EXISTING ADMINISTRATION BUILDING

HT1

HT1

HT1

HT1

HT1

HT1

HT1

HT1

HT1

HT1

HT1

HT1

HT1

HT1

HT1

HT1

HT1

HT1

HT1

HT1

HT1

R1

R1

R1

R1

R1

R1

CJ1

CJ1

CJ1

CJ1

CJ1

CJ1

CJ1

CJ1

PP1

PP1

PP1

PP1

BR

BR

BR

BR

BR

BR

CB

CB

CB

LBW

LBW

RB1

RB1

RAKED GABLE END WALL TO PICK UP ROOF BEAMS

14

7

ROOF FRAMING PLAN SCALE: 1:100 SCALE: 1:100SCALE: 1:100

DRAWING No.

JOB No.

TITLE

PROJECT

ROOF FRAMING PLAN

M16-510

DATE

BY

REV.

DESCRIPTION

CONSULTING ENGINEERS

A.C.N 053 696 272

PTY LTD LTDLTD

PH:07 4121 434407 4121 4344

EMAIL:[email protected]@holmesmcleod.com.au

328 ALICE STREET MARYBOROUGH QLD 4650

PH:03 5562 999003 5562 9990

EMAIL:[email protected]@holmesmcleod.com.au

MOB:0427 214 3470427 214 347

451 RAGLAN PDE, WARRNAMBOOL, VIC 3280

DESIGN

SH

DRAWN

CHECK

JR

RPEQ

SH

SCALE

1:100

SIZE

A3

DATE

15/11/2016

7374

S12

LEGEND BR SPEEDBRACE DIAGONAL BRACING FIXED TO TOP OF TRUSS TOP CHORDS SPEEDBRACE DIAGONAL BRACING FIXED TO TOP OF TRUSS TOP CHORDS DIAGONAL BRACING FIXED TO TOP OF TRUSS TOP CHORDS DIAGONAL BRACING FIXED TO TOP OF TRUSS TOP CHORDS BRACING FIXED TO TOP OF TRUSS TOP CHORDS BRACING FIXED TO TOP OF TRUSS TOP CHORDS FIXED TO TOP OF TRUSS TOP CHORDS FIXED TO TOP OF TRUSS TOP CHORDS TO TOP OF TRUSS TOP CHORDS TO TOP OF TRUSS TOP CHORDS TOP OF TRUSS TOP CHORDS TOP OF TRUSS TOP CHORDS OF TRUSS TOP CHORDS OF TRUSS TOP CHORDS TRUSS TOP CHORDS TRUSS TOP CHORDS TOP CHORDS TOP CHORDS CHORDS CHORDS IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS LBW LOAD BEARING WALL LOAD BEARING WALL INTERNAL TRUSS SUPPORT ON LOAD BEARING WALL OR BEAM CB CANTILEVER ROOF BRACINGCANTILEVER ROOF BRACING

ROOF FRAMING NOTES 1. TRUSS DESIGN IS THE RESPONSIBILITY OF THE TRUSS MANUFACTURER TRUSS DESIGN IS THE RESPONSIBILITY OF THE TRUSS MANUFACTURER DESIGN IS THE RESPONSIBILITY OF THE TRUSS MANUFACTURER DESIGN IS THE RESPONSIBILITY OF THE TRUSS MANUFACTURER IS THE RESPONSIBILITY OF THE TRUSS MANUFACTURER IS THE RESPONSIBILITY OF THE TRUSS MANUFACTURER THE RESPONSIBILITY OF THE TRUSS MANUFACTURER THE RESPONSIBILITY OF THE TRUSS MANUFACTURER RESPONSIBILITY OF THE TRUSS MANUFACTURER RESPONSIBILITY OF THE TRUSS MANUFACTURER OF THE TRUSS MANUFACTURER OF THE TRUSS MANUFACTURER THE TRUSS MANUFACTURER THE TRUSS MANUFACTURER TRUSS MANUFACTURER TRUSS MANUFACTURER MANUFACTURER MANUFACTURER AND TO BE INSTALLED TO BE IN ACCORDANCE WITH AS4440 - 2004, TO BE INSTALLED TO BE IN ACCORDANCE WITH AS4440 - 2004, TO BE INSTALLED TO BE IN ACCORDANCE WITH AS4440 - 2004, BE INSTALLED TO BE IN ACCORDANCE WITH AS4440 - 2004, BE INSTALLED TO BE IN ACCORDANCE WITH AS4440 - 2004, INSTALLED TO BE IN ACCORDANCE WITH AS4440 - 2004, INSTALLED TO BE IN ACCORDANCE WITH AS4440 - 2004, TO BE IN ACCORDANCE WITH AS4440 - 2004, TO BE IN ACCORDANCE WITH AS4440 - 2004, BE IN ACCORDANCE WITH AS4440 - 2004, BE IN ACCORDANCE WITH AS4440 - 2004, IN ACCORDANCE WITH AS4440 - 2004, IN ACCORDANCE WITH AS4440 - 2004, ACCORDANCE WITH AS4440 - 2004, ACCORDANCE WITH AS4440 - 2004, WITH AS4440 - 2004, WITH AS4440 - 2004, AS4440 - 2004, AS4440 - 2004, - 2004, - 2004, 2004, 2004, INSTALLATION OF NAIL PLATED TRUSSES. . 2. TRUSSES TO BE AT 900 mm CRS MAX TRUSSES TO BE AT 900 mm CRS MAX 3. ULTIMATE DESIGN WIND VELOCITY: 46 m/s (N3) CPE -0.9 CPI +0.2 ULTIMATE DESIGN WIND VELOCITY: 46 m/s (N3) CPE -0.9 CPI +0.2 46 m/s (N3) CPE -0.9 CPI +0.2 CPE -0.9 CPI +0.2 -0.9 CPI +0.2 CPI +0.2 +0.2 4. THIS DESIGN IS FOR A 12 DEGREE SHEET ROOF WITH 10 mm PLASTER THIS DESIGN IS FOR A 12 DEGREE SHEET ROOF WITH 10 mm PLASTER DESIGN IS FOR A 12 DEGREE SHEET ROOF WITH 10 mm PLASTER DESIGN IS FOR A 12 DEGREE SHEET ROOF WITH 10 mm PLASTER IS FOR A 12 DEGREE SHEET ROOF WITH 10 mm PLASTER IS FOR A 12 DEGREE SHEET ROOF WITH 10 mm PLASTER FOR A 12 DEGREE SHEET ROOF WITH 10 mm PLASTER FOR A 12 DEGREE SHEET ROOF WITH 10 mm PLASTER A 12 DEGREE SHEET ROOF WITH 10 mm PLASTER A 12 DEGREE SHEET ROOF WITH 10 mm PLASTER 12 DEGREE SHEET ROOF WITH 10 mm PLASTER 12 DEGREE SHEET ROOF WITH 10 mm PLASTER DEGREE SHEET ROOF WITH 10 mm PLASTER DEGREE SHEET ROOF WITH 10 mm PLASTER SHEET ROOF WITH 10 mm PLASTER SHEET ROOF WITH 10 mm PLASTER ROOF WITH 10 mm PLASTER ROOF WITH 10 mm PLASTER WITH 10 mm PLASTER WITH 10 mm PLASTER 10 mm PLASTER 10 mm PLASTER mm PLASTER mm PLASTER PLASTER PLASTER CEILINGS INTERNALLY. 5. MACHINE DRIVEN 2.5mm NAILS MAY BE USED FOR TIEDOWN STRAPS MACHINE DRIVEN 2.5mm NAILS MAY BE USED FOR TIEDOWN STRAPS DRIVEN 2.5mm NAILS MAY BE USED FOR TIEDOWN STRAPS DRIVEN 2.5mm NAILS MAY BE USED FOR TIEDOWN STRAPS 2.5mm NAILS MAY BE USED FOR TIEDOWN STRAPS 2.5mm NAILS MAY BE USED FOR TIEDOWN STRAPS NAILS MAY BE USED FOR TIEDOWN STRAPS MAY BE USED FOR TIEDOWN STRAPS MAY BE USED FOR TIEDOWN STRAPS BE USED FOR TIEDOWN STRAPS BE USED FOR TIEDOWN STRAPS USED FOR TIEDOWN STRAPS USED FOR TIEDOWN STRAPS FOR TIEDOWN STRAPS FOR TIEDOWN STRAPS TIEDOWN STRAPS TIEDOWN STRAPS STRAPS STRAPS AND CREEPER CONNECTORS ONLY. INCREASE NUMBER OF MACHINE DRIVEN CREEPER CONNECTORS ONLY. INCREASE NUMBER OF MACHINE DRIVEN CREEPER CONNECTORS ONLY. INCREASE NUMBER OF MACHINE DRIVEN CONNECTORS ONLY. INCREASE NUMBER OF MACHINE DRIVEN CONNECTORS ONLY. INCREASE NUMBER OF MACHINE DRIVEN ONLY. INCREASE NUMBER OF MACHINE DRIVEN ONLY. INCREASE NUMBER OF MACHINE DRIVEN INCREASE NUMBER OF MACHINE DRIVEN INCREASE NUMBER OF MACHINE DRIVEN NUMBER OF MACHINE DRIVEN NUMBER OF MACHINE DRIVEN OF MACHINE DRIVEN OF MACHINE DRIVEN MACHINE DRIVEN MACHINE DRIVEN DRIVEN DRIVEN NAILS BY 20% TO THAT SPECIFIED BY TRUSS MANUFACTURER FOR HAND BY 20% TO THAT SPECIFIED BY TRUSS MANUFACTURER FOR HAND BY 20% TO THAT SPECIFIED BY TRUSS MANUFACTURER FOR HAND 20% TO THAT SPECIFIED BY TRUSS MANUFACTURER FOR HAND 20% TO THAT SPECIFIED BY TRUSS MANUFACTURER FOR HAND TO THAT SPECIFIED BY TRUSS MANUFACTURER FOR HAND TO THAT SPECIFIED BY TRUSS MANUFACTURER FOR HAND THAT SPECIFIED BY TRUSS MANUFACTURER FOR HAND THAT SPECIFIED BY TRUSS MANUFACTURER FOR HAND SPECIFIED BY TRUSS MANUFACTURER FOR HAND SPECIFIED BY TRUSS MANUFACTURER FOR HAND BY TRUSS MANUFACTURER FOR HAND BY TRUSS MANUFACTURER FOR HAND TRUSS MANUFACTURER FOR HAND TRUSS MANUFACTURER FOR HAND MANUFACTURER FOR HAND MANUFACTURER FOR HAND FOR HAND FOR HAND HAND HAND DRIVEN NAILS. MACHINE DRIVEN NAILS TO BE MIN 5mm AWAY FROM NAILS. MACHINE DRIVEN NAILS TO BE MIN 5mm AWAY FROM NAILS. MACHINE DRIVEN NAILS TO BE MIN 5mm AWAY FROM MACHINE DRIVEN NAILS TO BE MIN 5mm AWAY FROM MACHINE DRIVEN NAILS TO BE MIN 5mm AWAY FROM DRIVEN NAILS TO BE MIN 5mm AWAY FROM DRIVEN NAILS TO BE MIN 5mm AWAY FROM NAILS TO BE MIN 5mm AWAY FROM NAILS TO BE MIN 5mm AWAY FROM TO BE MIN 5mm AWAY FROM TO BE MIN 5mm AWAY FROM BE MIN 5mm AWAY FROM BE MIN 5mm AWAY FROM MIN 5mm AWAY FROM MIN 5mm AWAY FROM 5mm AWAY FROM 5mm AWAY FROM AWAY FROM AWAY FROM FROM FROM EDGES AND STRAP NAILS HOLES AND MAY NOT BE IN THE SAME AND STRAP NAILS HOLES AND MAY NOT BE IN THE SAME AND STRAP NAILS HOLES AND MAY NOT BE IN THE SAME STRAP NAILS HOLES AND MAY NOT BE IN THE SAME STRAP NAILS HOLES AND MAY NOT BE IN THE SAME NAILS HOLES AND MAY NOT BE IN THE SAME NAILS HOLES AND MAY NOT BE IN THE SAME HOLES AND MAY NOT BE IN THE SAME HOLES AND MAY NOT BE IN THE SAME AND MAY NOT BE IN THE SAME AND MAY NOT BE IN THE SAME MAY NOT BE IN THE SAME MAY NOT BE IN THE SAME NOT BE IN THE SAME NOT BE IN THE SAME BE IN THE SAME BE IN THE SAME IN THE SAME IN THE SAME THE SAME THE SAME SAME SAME HORIZONTAL PLANE AS EXISTING HOLES. SPACE AT SIMILAR NAIL PLANE AS EXISTING HOLES. SPACE AT SIMILAR NAIL PLANE AS EXISTING HOLES. SPACE AT SIMILAR NAIL AS EXISTING HOLES. SPACE AT SIMILAR NAIL AS EXISTING HOLES. SPACE AT SIMILAR NAIL EXISTING HOLES. SPACE AT SIMILAR NAIL EXISTING HOLES. SPACE AT SIMILAR NAIL HOLES. SPACE AT SIMILAR NAIL HOLES. SPACE AT SIMILAR NAIL SPACE AT SIMILAR NAIL SPACE AT SIMILAR NAIL AT SIMILAR NAIL AT SIMILAR NAIL SIMILAR NAIL SIMILAR NAIL NAIL NAIL PATTERN TO EXISTING HOLES ALONG LENGTH OF HOLD DOWN STRAPS

FRAMING AND FIXING SCHEDULE

ROOF BATTENS: CEILING BATTENS:

35 x 70 MGP12 FIXED WITH 1-NO. 14 x 75 mm TYPE 17 SCREW 35 x 42 F4 KD PINE AT 450 mm CRS MAX FIX TO TRUSSES WITH 3.15 mm NAILALTERNATIVELY: USE METAL BATTENS POSITIVELY USE METAL BATTENS POSITIVELY FIXED TO MANUFACTURER SPECS

TRUSSES:

1-CT600 GALVANISED LOOPED STRAP WITH 3-2.8 mm NAILS EACH LEG TO UNDERSIDE OF PLATEOR 6 NAILS TO THE FACE OF BEAMS AND LINTELS 6 NAILS TO THE FACE OF BEAMS AND LINTELS

RAFTER:

FIX WITH 2 TRIPLE GRIPS

BEAMS RB1

200 x 58 SMART LVL 15 ROOF BEAM

RAFTERS R1

2/90 x 42 SMART LVL 15 RAFTERS AT 900 CRS (DEPTH TO MATCH TRUSS TOP CHORDS AND SOFFIT HEIGHT)

POLE PLATE PP1

90 x 35 MGP10 POLE PLATE FIXED TO WALL FRAME

CEILING JOIST CJ1

90 x 35 MGP10 CEILING JOISTS AT 450 MAX CRS

ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING BOYS AVENUE, MARYBOROUGH

-

PRELIMINARY ISSUE

SH

15.11.16

-

TENDER ISSUE

SH

29.11.16

5/No.30 x 2.8 FH NAILS

INTERNAL BRACING FRAME

CYCLONE ROD

EXTERNAL FRAME

2/30 x 0.8 STRAPS 4/No.30 x 2.8 FH NAILS TO EXTERNAL TOP PLATE

SPEEDBRACE OR OTHER INTERNAL BRACING AS SPECIFIED

M12 NUT, 50x50x3.0mm SQUARE WASHER

FIXING OF INTERNAL BRACING WALL TO EXTERNAL WALL

11

1

DETAIL

SCALE 1:10

FASTENER CENTRES: 150mm TOP AND BOTTOM PLATE 150mm VERTICAL EDGES 300mm INTERMEDIATE STUDS

MINIMUM SHEATHING THICKNESS (mm)

9 7 6 4.5

7 6 4 4

F8 F11 F14 F27

450mm

600mm

STUD SPACING

PLYWOOD STRESS GRADE

PLY FIXING

11

2

DETAIL

SCALE 1:10

150

150

300

HORIZONTAL BUTT JOINTS PERMITTED PROVIDED FIXED NOGGING AT 150mm CRS

M12 ROD TOP TO BOTTOM PLATE EACH END OF SHEATHED SECTION AND AT 1200mm CRS BETWEEN (MIN 13Kn CAPACITY CONNECTION)

AS PER AS1684, METHOD A (6.4kN/m RACKING RESISTANCE)

30 x 2.8 GALVANISEDFLAT HEAD NAILS, OR EQUIVALENT

3.15mm NAILS STAGGEREDAT 250mm MAX CRS

DOUBLE STUD

M12 CYCLONE ROD

TOP PLATE

LINTEL

M12 NUT, 50 x 50 x 3.0mm SQUARE WASHER

STANDARD LINTEL (2 STUDS)

11

4

DETAIL

SCALE 1:10

DIAGONAL SPEED BRACE (BRACING TYPE B) BRACING CAPACITY (3KN/m)

M12 CYCLONE ROD WITHIN 100mm OF EACH BRACING SECTION WALL

SPEEDBRACE FITTED WITH 1 NAIL TO EACH STUD AND 4 NAILS TO EACH WALL PLATE

11

3

DETAIL

SCALE NTS

DRAWING No.

JOB No.

TITLE

PROJECT

BRACING, TIEDOWN & CONNECTION DETAILS

M16-510

DATE

BY

REV.

DESCRIPTION

CONSULTING ENGINEERS

A.C.N 053 696 272

PTY LTD LTDLTD

PH:07 4121 434407 4121 4344

EMAIL:[email protected]@holmesmcleod.com.au

328 ALICE STREET MARYBOROUGH QLD 4650

PH:03 5562 999003 5562 9990

EMAIL:[email protected]@holmesmcleod.com.au

MOB:0427 214 3470427 214 347

451 RAGLAN PDE, WARRNAMBOOL, VIC 3280

DESIGN

SH

DRAWN

CHECK

JR

RPEQ

SH

SCALE

1:10

SIZE

A3

DATE

15/11/2016

7374

S13

ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING BOYS AVENUE, MARYBOROUGH

-

PRELIMINARY ISSUE

SH

15.11.16

-

TENDER ISSUE

SH

29.11.16

200x58 SMART LVL 15 ROOF BEAM NOTCHED UNDER TOP PLATE

M12 CYCLONE ROD

3 STUDS (2 UNDER, 1 FULL HEIGHT)

RAKED TOP PLATE

ROOF BEAM TO WALL FRAME CONNECTION

11

5

DETAIL

SCALE 1:10

100x100x3.0 SHS GALV. POST

100x100x10 END PLATE

150x100x8mm CLEAT, 2-M12 BOLTS TO BEAM

ROOF BEAM TO POST CONNECTION

11

6

DETAIL

SCALE 1:10

JH3590 JOIST HANGER

90x35 MGP10 POLE PLATE FIXED TO EACH STUD USING 1-NO.14 TYPE17 SCREW, 100mm LONG

STUD FRAME

90x35 MGP10 CEILING JOISTS AT 450 MAX CRS

CEILING JOIST & POLE PLATE CONNECTION

12

7

DETAIL

SCALE 1:10

DRAWING No.

JOB No.

TITLE

PROJECT

BRACING, TIEDOWN & CONNECTION DETAILS

M16-510

DATE

BY

REV.

DESCRIPTION

CONSULTING ENGINEERS

A.C.N 053 696 272

PTY LTD LTDLTD

PH:07 4121 434407 4121 4344

EMAIL:[email protected]@holmesmcleod.com.au

328 ALICE STREET MARYBOROUGH QLD 4650

PH:03 5562 999003 5562 9990

EMAIL:[email protected]@holmesmcleod.com.au

MOB:0427 214 3470427 214 347

451 RAGLAN PDE, WARRNAMBOOL, VIC 3280

DESIGN

SH

DRAWN

CHECK

JR

RPEQ

SH

SCALE

1:10

SIZE

A3

DATE

15/11/2016

7374

S14

ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING BOYS AVENUE, MARYBOROUGH

-

PRELIMINARY ISSUE

SH

15.11.16

-

TENDER ISSUE

SH

29.11.16

MASTIC SEALANT

MASTIC SEALANT

10

MASONRY

FLEXIBLE ANCHOR

GAP FORMED BY

REMOVABLE SPACER

ARTICULATION

MASONRY NOTES 1. MASONRY TO CONFORM TO AS 3700 & AS 4773. MASONRY TO CONFORM TO AS 3700 & AS 4773. AS 3700 & AS 4773. & AS 4773. & AS 4773. AS 4773. AS 4773. . 2. PROVIDE 60mm COVER TO ALL REINFORCEMENT. PROVIDE 60mm COVER TO ALL REINFORCEMENT. 3. ALL CAVITY TIES TO BE HOT DIP GALVANIZED TO CONFORM WITH AS 2699 & AS 4773 WITH SPACING AS PER AS 3700. CLAUSE 3.1 REPRINTED BELOW: ALL CAVITY TIES TO BE HOT DIP GALVANIZED TO CONFORM WITH AS 2699 & AS 4773 WITH SPACING AS PER AS 3700. CLAUSE 3.1 REPRINTED BELOW: AS 2699 & AS 4773 WITH SPACING AS PER AS 3700. CLAUSE 3.1 REPRINTED BELOW: & AS 4773 WITH SPACING AS PER AS 3700. CLAUSE 3.1 REPRINTED BELOW: AS 4773 WITH SPACING AS PER AS 3700. CLAUSE 3.1 REPRINTED BELOW: AS 4773 WITH SPACING AS PER AS 3700. CLAUSE 3.1 REPRINTED BELOW: WITH SPACING AS PER AS 3700. CLAUSE 3.1 REPRINTED BELOW: AS 3700. CLAUSE 3.1 REPRINTED BELOW: . CLAUSE 3.1 REPRINTED BELOW: 3.1 WALL TIES: WALL TIES FOR CAVITY WALL AND MASONRY VENEER WALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: WALL TIES: WALL TIES FOR CAVITY WALL AND MASONRY VENEER WALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: WALL TIES FOR CAVITY WALL AND MASONRY VENEER WALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: A. BE OF DUTY CLASSIFICATION WIDTH MINIMUM CHARACTERISTIC STRENGTH OF 0.25 kN TENSION AND 0.3 kN COMPRESSION AS PER AS 2699 - 1984. BE OF DUTY CLASSIFICATION WIDTH MINIMUM CHARACTERISTIC STRENGTH OF 0.25 kN TENSION AND 0.3 kN COMPRESSION AS PER AS 2699 - 1984. AS 2699 - 1984. 2699 - 1984. . B. BE SPACED IN THE MASONRY AS FOLLOWS, UNLESS ALTERNATIVE SPACING ARE SPECIFIED & SUBSTANTIATED BY APPROPRIATE CALCULATIONS/TESTS: BE SPACED IN THE MASONRY AS FOLLOWS, UNLESS ALTERNATIVE SPACING ARE SPECIFIED & SUBSTANTIATED BY APPROPRIATE CALCULATIONS/TESTS: IN GENERAL WORK AT NOT MORE THAN 600 mm CRS IN EACH DIRECTION. ADJACENT TO LATERAL SUPPORTS AND CONTROL JOINTS, AND AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm TO LATERAL SUPPORTS AND CONTROL JOINTS, AND AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm TO LATERAL SUPPORTS AND CONTROL JOINTS, AND AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm LATERAL SUPPORTS AND CONTROL JOINTS, AND AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm LATERAL SUPPORTS AND CONTROL JOINTS, AND AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm SUPPORTS AND CONTROL JOINTS, AND AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm SUPPORTS AND CONTROL JOINTS, AND AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm AND CONTROL JOINTS, AND AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm AND CONTROL JOINTS, AND AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm CONTROL JOINTS, AND AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm CONTROL JOINTS, AND AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm JOINTS, AND AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm JOINTS, AND AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm AND AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm AND AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm AROUND OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm OPENINGS IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm IN THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm THE MASONRY AT A SPACING OF NOT MORE THAN 300 mm MASONRY AT A SPACING OF NOT MORE THAN 300 mm MASONRY AT A SPACING OF NOT MORE THAN 300 mm AT A SPACING OF NOT MORE THAN 300 mm AT A SPACING OF NOT MORE THAN 300 mm A SPACING OF NOT MORE THAN 300 mm A SPACING OF NOT MORE THAN 300 mm SPACING OF NOT MORE THAN 300 mm SPACING OF NOT MORE THAN 300 mm OF NOT MORE THAN 300 mm OF NOT MORE THAN 300 mm NOT MORE THAN 300 mm NOT MORE THAN 300 mm MORE THAN 300 mm MORE THAN 300 mm THAN 300 mm THAN 300 mm 300 mm 300 mm mm mm AVERAGE AND 400 mm MAXIMUM ALONG THE LINE OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND AND 400 mm MAXIMUM ALONG THE LINE OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND AND 400 mm MAXIMUM ALONG THE LINE OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND 400 mm MAXIMUM ALONG THE LINE OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND 400 mm MAXIMUM ALONG THE LINE OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND mm MAXIMUM ALONG THE LINE OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND mm MAXIMUM ALONG THE LINE OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND MAXIMUM ALONG THE LINE OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND MAXIMUM ALONG THE LINE OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND ALONG THE LINE OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND ALONG THE LINE OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND THE LINE OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND THE LINE OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND LINE OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND LINE OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND OF THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND THE LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND LATERAL SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND SUPPORT OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND OR CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND CONTROL JOINT OR AROUND THE PERIMETER OF THE OPENING, AND JOINT OR AROUND THE PERIMETER OF THE OPENING, AND JOINT OR AROUND THE PERIMETER OF THE OPENING, AND OR AROUND THE PERIMETER OF THE OPENING, AND OR AROUND THE PERIMETER OF THE OPENING, AND AROUND THE PERIMETER OF THE OPENING, AND AROUND THE PERIMETER OF THE OPENING, AND THE PERIMETER OF THE OPENING, AND THE PERIMETER OF THE OPENING, AND PERIMETER OF THE OPENING, AND PERIMETER OF THE OPENING, AND OF THE OPENING, AND OF THE OPENING, AND THE OPENING, AND THE OPENING, AND OPENING, AND OPENING, AND AND AND LOCATED WITHIN 300 mm FROM THAT LINE OF SUPPORT, CONTROL JOINT OR PERIMETER OF OPENING. 4. VERTICAL ARTICULATION JOINTS VERTICAL ARTICULATION JOINTS A. VERTICAL ARTICULATION JOINTS MUST BE PROVIDED IN UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) VERTICAL ARTICULATION JOINTS MUST BE PROVIDED IN UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) ARTICULATION JOINTS MUST BE PROVIDED IN UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) ARTICULATION JOINTS MUST BE PROVIDED IN UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) JOINTS MUST BE PROVIDED IN UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) JOINTS MUST BE PROVIDED IN UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) MUST BE PROVIDED IN UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) MUST BE PROVIDED IN UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) BE PROVIDED IN UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) BE PROVIDED IN UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) PROVIDED IN UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) PROVIDED IN UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) IN UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) IN UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) UNREINFORCED MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) MASONRY WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) WALLS EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) EXCEPT WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) WHERE THE SITE SOIL CLASSIFICATION IS STABLE (A) THE SITE SOIL CLASSIFICATION IS STABLE (A) THE SITE SOIL CLASSIFICATION IS STABLE (A) SITE SOIL CLASSIFICATION IS STABLE (A) SITE SOIL CLASSIFICATION IS STABLE (A) SOIL CLASSIFICATION IS STABLE (A) SOIL CLASSIFICATION IS STABLE (A) CLASSIFICATION IS STABLE (A) CLASSIFICATION IS STABLE (A) IS STABLE (A) IS STABLE (A) STABLE (A) STABLE (A) (A) (A) OR SLIGHTLY REACTIVE (S). REGARDLESS OF WHETHER SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL SLIGHTLY REACTIVE (S). REGARDLESS OF WHETHER SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL SLIGHTLY REACTIVE (S). REGARDLESS OF WHETHER SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL REACTIVE (S). REGARDLESS OF WHETHER SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL REACTIVE (S). REGARDLESS OF WHETHER SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL (S). REGARDLESS OF WHETHER SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL (S). REGARDLESS OF WHETHER SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL . REGARDLESS OF WHETHER SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL REGARDLESS OF WHETHER SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL REGARDLESS OF WHETHER SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL OF WHETHER SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL OF WHETHER SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL WHETHER SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL WHETHER SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL SPECIFIC ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL ARTICULATION JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL JOINTS ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL ARE REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL REQUIRED CLAD FRAMING IS RECOMMENDED ABOVE ALL CLAD FRAMING IS RECOMMENDED ABOVE ALL CLAD FRAMING IS RECOMMENDED ABOVE ALL FRAMING IS RECOMMENDED ABOVE ALL FRAMING IS RECOMMENDED ABOVE ALL IS RECOMMENDED ABOVE ALL IS RECOMMENDED ABOVE ALL RECOMMENDED ABOVE ALL RECOMMENDED ABOVE ALL ABOVE ALL ABOVE ALL ALL ALL WINDOWS AND DOORS. B. ARTICULATION JOINTS IN BRICKWORK ARE DENOTED AS REFER TO ARTICULATION JOINT LOCATION PLAN FOR JOINT LOCATIONS. ARTICULATION JOINTS IN BRICKWORK ARE DENOTED AS REFER TO ARTICULATION JOINT LOCATION PLAN FOR JOINT LOCATIONS. REFER TO ARTICULATION JOINT LOCATION PLAN FOR JOINT LOCATIONS. C. ARTICULATION JOINTS MUST HAVE A MINIMUM WIDTH OF 10 mm ARTICULATION JOINTS MUST HAVE A MINIMUM WIDTH OF 10 mm WHERE ARTICULATION JOINTS ARE REQUIRED IN UNREINFORCED MASONRY WALLS, THEY SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: IN STRAIGHT, CONTINUOUS WALLS HAVING NO OPENINGS, AT CENTRES NOT MORE THAN THE VALUES GIVEN IN AS 4773.2 TABLE 7.1. AS 4773.2 TABLE 7.1. TABLE 7.1. TABLE 7.1. . WHERE THE HEIGHT OF THE WALL CHANGES ABRUPTLY BY MORE THAN 20% OF ITS LESSER HEIGHT, AT THE POSITION OF CHANGE IN HEIGHT. WHERE OPENINGS MORE THAN 900 x 900 mm OCCUR, AT NOT MORE THAN 5000 mm CENTRES. WHERE WALLS CHANGE THICKNESS. NOTE: ENGAGED PIERS ARE NOT CONSIDERED TO BE A CHANGE OF THICKNESS. CHASES THAT HAVE LESS THAN 75% OF THE LEAF THICKNESS ENGAGED PIERS ARE NOT CONSIDERED TO BE A CHANGE OF THICKNESS. CHASES THAT HAVE LESS THAN 75% OF THE LEAF THICKNESS REMAINING ARE CONSIDERED TO BE CHANGES OF THICKNESS. AT CONTROL OR CONSTRUCTION JOINTS IN FOOTINGS OR SLABS. WITHIN 4500 mm OF ALL CORNERS, BUT NOT CLOSER THAN 470 mm FOR CAVITY WALLS OF 230 mm FOR VENEER WALLS. AT JUNCTIONS OF WALLS CONSTRUCTED OF DIFFERENT MASONRY MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM JUNCTIONS OF WALLS CONSTRUCTED OF DIFFERENT MASONRY MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM JUNCTIONS OF WALLS CONSTRUCTED OF DIFFERENT MASONRY MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM OF WALLS CONSTRUCTED OF DIFFERENT MASONRY MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM OF WALLS CONSTRUCTED OF DIFFERENT MASONRY MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM WALLS CONSTRUCTED OF DIFFERENT MASONRY MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM WALLS CONSTRUCTED OF DIFFERENT MASONRY MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM CONSTRUCTED OF DIFFERENT MASONRY MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM CONSTRUCTED OF DIFFERENT MASONRY MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM OF DIFFERENT MASONRY MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM OF DIFFERENT MASONRY MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM DIFFERENT MASONRY MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM DIFFERENT MASONRY MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM MASONRY MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM MASONRY MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM MATERIALS; AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM AND AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM AND NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM NOT CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM THAN THE HEIGHT OF THE WALL AWAY FROM THAN THE HEIGHT OF THE WALL AWAY FROM THE HEIGHT OF THE WALL AWAY FROM THE HEIGHT OF THE WALL AWAY FROM HEIGHT OF THE WALL AWAY FROM HEIGHT OF THE WALL AWAY FROM OF THE WALL AWAY FROM OF THE WALL AWAY FROM THE WALL AWAY FROM THE WALL AWAY FROM WALL AWAY FROM WALL AWAY FROM AWAY FROM AWAY FROM FROM FROM THE CORNERS. WHERE ARTICULATION JOINTS ARE REQUIRED TO BE WEATHERPROOF OR INSECT-PROOF, THEY SHALL BE CLOSED BY INCORPORATING FLEXIBLE SEALANT AND BACKING ROD. MATERIAL THAT WILL BOTH EXPAND AND CONTRACT A PROPRIETARY SYSTEM DESIGNED FOR THIS APPLICATION D. WHERE ARTICULATION JOINTS ARE ADJACENT TO DOOR OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE WHERE ARTICULATION JOINTS ARE ADJACENT TO DOOR OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE ARTICULATION JOINTS ARE ADJACENT TO DOOR OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE ARTICULATION JOINTS ARE ADJACENT TO DOOR OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE JOINTS ARE ADJACENT TO DOOR OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE JOINTS ARE ADJACENT TO DOOR OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE ARE ADJACENT TO DOOR OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE ARE ADJACENT TO DOOR OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE ADJACENT TO DOOR OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE ADJACENT TO DOOR OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE TO DOOR OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE TO DOOR OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE DOOR OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE DOOR OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE OR WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE WINDOW FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE FRAMES, A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE A 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE 10 mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE mm GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE GAP MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE MUST BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE BE LEFT BETWEEN THE EDGE OF THE FRAME AND THE LEFT BETWEEN THE EDGE OF THE FRAME AND THE LEFT BETWEEN THE EDGE OF THE FRAME AND THE BETWEEN THE EDGE OF THE FRAME AND THE BETWEEN THE EDGE OF THE FRAME AND THE THE EDGE OF THE FRAME AND THE THE EDGE OF THE FRAME AND THE EDGE OF THE FRAME AND THE EDGE OF THE FRAME AND THE OF THE FRAME AND THE OF THE FRAME AND THE THE FRAME AND THE THE FRAME AND THE FRAME AND THE FRAME AND THE AND THE AND THE THE THE MASONRY TO ALLOW FOR MOVEMENT, SEE FIGURE 4.3. CARE MUST BE TAKEN TO ENSURE NO MORTAR PROTRUDES INTO JOINT. E. ALL JOINTS IN SINGLE SKIN MASONRY MUST BE SEALED WITH A FLEXIBLE, COMPRESSIBLE MATERIAL, SEE FIGURE 4.3.ALL JOINTS IN SINGLE SKIN MASONRY MUST BE SEALED WITH A FLEXIBLE, COMPRESSIBLE MATERIAL, SEE FIGURE 4.3.

NOTE: WHERE POSSIBLE ARTICULATION WHERE POSSIBLE ARTICULATION JOINTS SHOULD BE POSITIONED TO MINIMISE TOTAL OPENING OF THE JOINT

OPEN ARTICULATION JOINT BETWEEN MASONRY FENCE AND HOUSE.

SEALED ARTICULATION JOINT BETWEEN SINGLE-STOREY WALL AND TWO-STOREY WALL.

JOINT

COMPRESSIBLE FOAM JOINT FILLER AND MASTIC-BACKING BUILT IN BY BRICKLAYER

TUBULAR POLYTHENE FOAM BACKING INSTALLED IN OPEN JOINT LEFT BY BRICKLAYER.

AJ

FIGURE 4.3 VERTICAL ARTICULATION JOINT DETAILS

FIGURE 4.2 TYPICAL LOCATIONS FOR ARTICULATION JOINTS

ARTICULATION JOINT

STEEL LINTEL WITH VERTICAL LEG IN CAVITY

WINDOW/DOOR FRAME

SLIP JOINT BELOW STEEL LINTEL (EG. TWO LAYERS OF DPC)

ARTICULATION JOINT OFFSET TO END OF STEEL (OR OTHER) JOINT OFFSET TO END OF STEEL (OR OTHER) JOINT OFFSET TO END OF STEEL (OR OTHER) OFFSET TO END OF STEEL (OR OTHER) OFFSET TO END OF STEEL (OR OTHER) TO END OF STEEL (OR OTHER) TO END OF STEEL (OR OTHER) END OF STEEL (OR OTHER) END OF STEEL (OR OTHER) OF STEEL (OR OTHER) OF STEEL (OR OTHER) STEEL (OR OTHER) STEEL (OR OTHER) (OR OTHER) (OR OTHER) OTHER) OTHER) LINTEL OVER OPENING (THIS DETAIL IS RECOMMENDED WHERE OVER OPENING (THIS DETAIL IS RECOMMENDED WHERE OVER OPENING (THIS DETAIL IS RECOMMENDED WHERE OPENING (THIS DETAIL IS RECOMMENDED WHERE OPENING (THIS DETAIL IS RECOMMENDED WHERE (THIS DETAIL IS RECOMMENDED WHERE (THIS DETAIL IS RECOMMENDED WHERE DETAIL IS RECOMMENDED WHERE DETAIL IS RECOMMENDED WHERE IS RECOMMENDED WHERE IS RECOMMENDED WHERE RECOMMENDED WHERE RECOMMENDED WHERE WHERE WHERE POSSIBLE TO ENSURE ARCHING OF MASONRY OVER OPENING)

ARTICULATION JOINT OFFSET AT WINDOW SILL

ARTICULATION JOINT

WINDOW FRAME

SLIP JOINT (EG. 2 LAYERS OF DPC OR COMPRESSIBLE MATERIAL USED IN ARTICULATION JOINT)

ARTICULATION JOINT

WINDOW SILL

ARTICULATION JOINT

STEEL LINTEL WITH VERTICAL LEG IN CAVITY

WINDOW/DOOR FRAME

SLIP JOINT BELOW STEEL LINTEL (EG. TWO LAYERS OF DPC)

ALTERNATIVE IF ARTICULATION JOINT CAN NOT BE OFFSET TO END OF STEEL LINTEL (SIMILAR DETAIL IS APPROPRIATE FOR PRE-STRESSED CONCRETE OR CLAY LINTELS)

EXPANSION MATERIAL AT END OF STEEL LINTEL (WIDTH TO MATCH ARTICULATION JOINT)

SLIP JOINT (EG. TWO LAYERS OF DPC OR COMPRESSIBLE MATERIAL USED IN ARTICULATION JOINT)

LESS THAN

3000

ARTICULATION

JOINT

ARTICULATION

JOINT

ARTICULATION JOINT AT WINDOW SILL EDGE

ARTICULATION JOINT

WINDOW FRAME

ARTICULATION JOINT

WINDOW SILL

WINDOW/DOOR FRAME

ARTICULATION JOINT AT SIDE OF OPENING WITH CLAD FRAMING ABOVE OPENING

CLADDING INFILL

TABLE 7.1 - SPACING OF ARTICULATION JOINTS FOR UNREINFORCED MASONRY WALLS

SITE CLASS

MASONRY WALL CONSTRUCTION & SURFACE FINISH

UP TO 4 m HIGH FOR 10 mm JOINTS

4 m TO 8.5 m HIGH FOR 10 mm JOINTS

4 m TO 8.5 m HIGH FOR 15 mm JOINTS

M, M-D

EXTERNAL FACE FINISH MASONRY

6.0

4.2

6.0

EXTERNAL RENDERED AND/OR PAINTED MASONRY

5.5

3.9

5.5

INTERNAL FACE FINISH OR SHEETED MASONRY

6.0

4.2

6.0

INTERNAL RENDERED AND/OR PAINTED MASONRY

5.5

3.9

5.5

H1, H1-D

EXTERNAL FACE FINISH MASONRY

5.5

3.9

5.5

EXTERNAL RENDERED AND/OR PAINTED MASONRY

5.0

3.5

5.0

INTERNAL FACE FINISH OR SHEETED MASONRY

5.5

3.9

5.5

INTERNAL RENDERED AND/OR PAINTED MASONRY

5.0

3.5

5.0

H2, H2-D

EXTERNAL FACE FINISH MASONRY

5.0

3.5

5.0

EXTERNAL RENDERED AND/OR PAINTED MASONRY

4.5

3.2

4.5

INTERNAL FACE FINISH OR SHEETED MASONRY

5.0

3.5

5.0

INTERNAL RENDERED AND/OR PAINTED MASONRY

4.5

3.2

4.5

FIGURE 4.4 TYPICAL ARTICULATION JOINT CONSTRUCTION DETAILS

DRAWING No.

JOB No.

TITLE

PROJECT

MASONRY NOTES

M16-510

DATE

BY

REV.

DESCRIPTION

CONSULTING ENGINEERS

A.C.N 053 696 272

PTY LTD LTDLTD

PH:07 4121 434407 4121 4344

EMAIL:[email protected]@holmesmcleod.com.au

328 ALICE STREET MARYBOROUGH QLD 4650

PH:03 5562 999003 5562 9990

EMAIL:[email protected]@holmesmcleod.com.au

MOB:0427 214 3470427 214 347

451 RAGLAN PDE, WARRNAMBOOL, VIC 3280

DESIGN

SH

DRAWN

CHECK

JR

RPEQ

SH

SCALE

-

SIZE

A3

DATE

15/11/2016

7374

S15

ALTERATIONS & ADDITIONS TO ADMINISTRATION BUILDING BOYS AVENUE, MARYBOROUGH

-

PRELIMINARY ISSUE

SH

15.11.16

-

TENDER ISSUE

SH

29.11.16