j5430613 s-00 - adrian price - architectadrianpricearchitect.com.au/apa/13burnsave_files/j5430613...

GENERAL NOTES:1. CHECK ALL DIMENSIONS ON SITE.2. READ ALL ENGINEERING DRAWINGS IN CONJUNCTION WITH ARCHITECTURAL

DRAWINGS. ANY DISCREPANCIES BETWEEN ENGINEERING DRAWINGS ANDARCHITECTURAL DRAWINGS SHALL BE CONFIRMED PRIOR TO COMMENCINGCONSTRUCTION. DO NOT SCALE FROM DRAWINGS.

3. ALL REFERENCED STANDARDS TO BE THE CURRENT VERSION AT TIME OFCONSTRUCTION.

4. LOAD BEARING WALLS AND WET AREAS SHOWN SHADED. WALLS ONSUSPENDED FLOOR SHOWN DASHED.

5. ALL WORK TO CONFORM WITH THE PROVISIONS OF THE BUILDING CODE OFAUSTRALIA.

EARTHWORKS:1. REMOVE ALL TOPSOIL, VEGETATION AND DELETERIOUS FILL

MATERIAL FORM THE BUILDING AREA.2. DRAIN ROOF & SURFACE WATER AWAY FROM FOOTINGS.3. ALL FILLING TO BE COMPACTED IN WELL WATERED 300mm LAYERS USING

CLEAN WELL GRADED SAND TO PROVIDE STANDARD PENETROMETER READINGS OF 7 BLOWS PER 300mm. COMPACT BOTTOMS OF ALL FOOTINGTRENCHES WHERE NATURAL SAND PROVIDES PENETROMETER READINGS LESS THAN 6 BLOWS PER 300mm.

CONCRETE AND FORMWORK:1. ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE CONCRETE

STRUCTURES CODE AS 3600. BLENDED CEMENT (TYPE GB) SHALL CONFORMWITH AS 3972..

2. REFER TO TABLE BELOW FOR 28 DAY CYLINDER STRENGTH AND SLUMP VALUES.

3. ALL GALVANIZED ITEMS WHICH ARE CAST INTO CONCRETE ARE TO BE PASSIVATED IN A 0.2% SODIUM DICHROMATE SOLUTION OR EQUIVALENT.

4. UNLESS OTHERWISE SHOWN, CONSTRUCTION JOINTS IN CONCRETE SHALL ONLY BE MADE WITH THE APPROVAL OF THE ENGINEER.

5. ALL CONCRETE SHALL BE CURED CONTINUOUSLY BY APPROVED METHODS AFTER PLACING, FOR PERIODS SHOWN IN TABLE BELOW.

REINFORCING:1. REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWING

STANDARDS:R INDICATES PLAIN REINFORCING BAR R250 TO AS/NZ 4671.L INDICATES PLAIN OR DEFORMED WIRE R500 OR D500L TO AS/NZ 4671.RL INDICATES DEFORMED RECTANGULAR MESH D500L TO AS/NZ 4671.SL INDICATES DEFORMED SQUARE MESH D500L TO AS/NZ 4671.N INDICATES DEFORMED BARS D500N TO AS/NZ 4671.S INDICATES DEFORMED BARS D250N TO AS/NZ 4671.TM SUFFIX INDICATES TRENCH MESH USING DEFORMED BARS D500L TO AS/NZ 4671.

2. REINFORCEMENT SHALL BE PLACED WITH ACCURATE COVER AS PER TABLEABOVE. ALL SUSPENDED SLAB FLOOR REINFORCEMENT SHOULD BEINSPECTED AND APPROVED BY THE ENGINEER BEFORE COMMENCEMENT OFTHE POUR.

3. MAIN REINFORCEMENT IN CONVENTIONALLY REINFORCED SLABS SHALL NOTBE SPLICED UNLESS SPECIFICALLY SHOWN ON THE DRAWING.

3.1.1. DISTRIBUTION STEEL IN CONVENTIONALLY REINFORCED MAY BE SPLICEDAS NECESSARY WITH A LAP OF 38 x DIAMETER.

3.1.2. MESH TO BE LAPPED AS SHOWN ON DRAWINGS4. UNLESS SHOWN OTHERWISE, THE CONCRETE TOPPING SHALL BE

REINFORCED WITH SL62 MESH. THE MESH SHALL HAVE MINIMUM 225mmLAPS.

ANCHOR NOTES:1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S

PRINTED SPECIFICATIONS.2. ANCHORS GENERALLY SHALL BE MEDIUM DUTY, THROUGH FASTENING,

EXPANSION TYPE UNLESS NOTED OTHERWISE.3. ALL METAL PARTS SHALL BE GALVANISED: 5 MICROMETERS MIN FOR

INTERNAL ANCHORS, 60 MICROMETERS MIN FOR EXTERNAL ANCHORS.4. MINIMUM SPACING AND EDGE DISTANCE SHALL BE 1.0 TIMES THE

MINIMUM EMBEDMENT FOR EXPANSION ANCHORS AND 0.5 TIMES THEMINIMUM EMBEDMENT FOR CHEMICAL ANCHORS.

5. WHERE ANCHOR REQUIREMENTS ARE NOT SPECIFIED ON DRAWINGS, ANCHORS USED SHALL HAVE THE FOLLOWING MINIMUM EMBEDMENTSAND SAFE LOADS, USING A SAFETY FACTOR OF 3, WHEN INSTALLED SINGLY IN

25MPu CONCRETE: M12 M16 M20

MEDIUM DUTY ANCHORS: (SUCH AS HILTI HSA STUD ANCHOR)PULL OUT (KN) 8 12 18SHEAR (KN) 9 14 20MIN. EMBEDMENT (mm) 80 95 115HEAVY DUTY ANCHORS: (SUCH AS HILTI HSL HEAVY DUTY)PULL OUT (KN) 15 25 37SHEAR (KN) 24 42 59MIN. EMBEDMENT (mm) 80 105 130CHEMICAL ANCHORS: (SUCH AS HILTI HVA ADHESIVE)PULL OUT (KN) 8 15 26SHEAR (KN) 8 14 22MIN. EMBEDMENT (mm) 110 125 170

MASONRY:1. ALL MASONRY SHALL COMPLY WITH AS 3700. MORTAR TO BE MIN M3

CLASSIFICATION. CEMENTS OTHER THAN TYPE GP PORTLAND CEMENT &100% WHITE PORTLAND CEMENT SHALL NOT BE USED.

2. MINIMUM CHARACTERISTIC UNCONFINED COMPRESSIVE STRENGTH OFBRICKS IN WALLS SUPPORTING SUSPENDED SLABS TO BE 12 MPa.

3. HORIZONTAL CHASING NOT PERMITTED IN BRICKWORK WITHOUT PRIORAPPROVAL FROM ENGINEER.

4. PROVIDE 2 LAYERS OF PGI OVER ALL WALLS SUPPORTING CONVENTIONALLYFORMED SUSPENDED SLABS.

5. A BRICK COURSE, AS REFERRED TO IN THIS DOCUMENT IS 86mm HIGH.

STEELWORK NOTES:1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS

4100 AND AS 1554.PT1 - WELDING OF STEEL STRUCTURES.2. DO NOT SCALE FROM ENGINEERING DRAWINGS, BUILDER TO VERIFY ALL

DIMENSIONS WITH ARCHITECTURAL DRAWINGS.3. SHOP DRAWINGS SHOULD BE SUBMITTED AND APPROVED BY THE ENGINEER

TO COMPLY WITH ENGINEERING DRAWINGS BEFORE FABRICATION.4. ALL HOLLOW SECTIONS SHALL BE FULLY SEALED WITH 5mm PLATES UNLESS

NOTED OTHERWISE.5. MEMBERS SHALL BE IN ONE LENGTH UNLESS APPROVED OTHERWISE.6. ERECTION OF STEELWORK SHALL BE COMMENCED WITH BRACED BAYS AND

ERECTOR SHALL PROVIDE ALL TEMPORARY BRACING REQUIRED FOR THESAFE COMPLETION OF THE WORK.

7. ALL COLD FORMED STEEL MEMBERS, CONNECTIONS, BRACING ETC, SHALLCONFORM WITH AS4600 AND THE MANUFACTURER'S WRITTENINSTRUCTIONS. ALL STEEL MEMBERS TO HAVE MINIMUM GRADE OF350MPa.

8. ALL SUSPENSION FIXINGS TO ROOF PURLINS SHALL BE TO THE PURLIN WEBONLY, UNLESS NOTED OTHERWISE.

9. WELDED CONNECTIONS SHALL DEVELOP THE FULL STRENGTH OF THEMEMBERS JOINED. MINIMUM WELD TO BE 6mm CONTINUOUS FILLETUNLESS NOTED OTHERWISE.

10. MINIMUM BOLTED CONNECTION SHALL BE 10mm CLEAT AND END PLATESAND 2/M16 BOLTS GRADE 8.8/S BOLTS. UNO

11. ALL HIGH STRENGTH BOLTS TO BE GRADE 8.8/S IN ACCORDANCE WITH AS1252 UNO

12. PACK UNDER ALL BASE PLATES WITH 1:2 CEMENT/SAND GROUT.13. ALL BOLTS, NUTS AND WASHERS TO BE CADMIUM PLATED. ALL H.D. BOLTS,

NUTS AND WASHERS TO BE HOT DIPPED GALVANIZED UNLESS NOTEDOTHERWISE.

14. MINIMUM STEELWORK FINISHES SHALL BE (U.N.O.):BLAST CLEAN TO CLASS 2.5.75 MICRONS OF INORGANIC ZINC SILICATESTEELWORK BELOW GROUND TO HAVE AN EXTRA 2 COATS OF COAL TAR EPOXY. MIN THICKNESS 400 MICRONS

15. ALL STEEL COLUMNS ADJACENT TO MASONRY TO HAVE ONE R63 ROD EACHSIDE, CRIMPED AND WELDED 50mm TO COLUMN AT 400mm c/c VERTICALLY.STANDARD 03.16 WIRE TIE COLUMN TO BRICKWORK AT 343mm c/cVERTICALLY.

16. TREATMENT AFTER SITE WELDING TO BE AS FOLLOWS:FINISHED WELDING SURFACE TO BE NEAT AND SMOOTH WITH NO ROUGHEDGES.GRIND TO ACHIEVE THIS IF NECESSARYTHOROUGHLY CLEAN AND WIRE BRUSH ALL WELDED AREAS.APPLY TWO COATS OF ZINC RICH EPOXY PAINT (MIN 100 D.F.T.)IF REQUIRED AN ALUMINUM PAINT SHOULD BE APPLIED OVER THE HARDENED ZINC RICH PAINT TO MATCH GALVANISING.

LINTEL NOTES:1. LINTELS OVER OPENINGS U.N.O.

OPENING LINTEL MIN. END BEARINGUP TO 1200mm 100x75x8.0 UA 150mmUP TO 1800mm 100x100x8.0 EA 200mmUP TO 2800mm 150x90x8.0 UA 250mmUP TO 3300mm 150x100x10 UA 250mmOVER 3300mm T-LINTELS (SEE DWGS) 250mm

2. HOT DIP GALVANIZED ALL LINTELS WITHIN 1KM OF THE COAST ALL OTHER LINTELS SEE NOTE 14 (ABOVE)

3. 180 X 10 BOTTOM FLANGE AT 190 BRICKWORK LOCATIONS4. 2-L6 GALV HD WIRES IN FIRST 2 BED JOINTS OF EACH LEAF. 500 LAPS. 20 SIDE

COVER.5. ALL OTHER LINTELS TO MANUFACTURER'S SPECIFICATIONS.6. 100 x 100 x 8 EA LINTELS FOR 110 BRICKWORK7. LINTEL TO COLUMN & LINTEL TO LINTEL CONNECTION TO HAVE MIN 10mm

FIN PLATE WITH 2/M16 8.8S BOLTS

TIMBER NOTES:1. ALL TIMBERWORK TO BE IN ACCORDANCE WITH:

(A) AS1684 - SAA TIMBER FRAMING CODE(B) AS1720 - SAA TIMBER STRUCTURES CODE.(C) BUILDING CODE OF AUSTRALIA.

2. FIX WALL FRAMES TO FLOOR FRAME WITH M10 BOLTS AT:ONE EACH SIDE OF WALL INTERSECTIONSTWO EACH END OF BRACED WALL FRAMESONE EACH SIDE OF STUD AT SIDES OF OPENINGSMAXIMUM 1200 c/c ELSEWHERE U.N.O.

3. FIX WALL FRAMES TO FLOOR FRAME IN STRICT ACCORDANCE WITHAS 1684.

4. SPECIFIC STRUCTURAL BRACING IS NOMINATED AS BW ON PLANS.5. BRACING TO BE 30 x 0.8 PGI STRAP OR PLYWOOD SHEETING IN

ACCORDANCE WITH AS168.6. DO NOT STRUT ROOF FRAME ONTO WALLS WHICH ARE NOT SUPPORTED

BY WALLS OR BEAMS OR DOUBLE JOISTS DIRECTLY BELOW, UNLESS NOTED OTHERWISE. REFER TO ROOF PLAN.

7. LOCATE DOUBLE STUD (DS) UNDER ROOF STRUTTING BEAMS.8. TIE DOWN ROOF FRAME TO AS16849. TIE DOWN FLOOR FRAME TO AS168410. ALL ROOF FRAMING TO BE TIMBER TRUSSES DESIGNED BY OTHERS(UNO)

TIE DOWN NOTES:1. DESIGN CRITERIA RELEVANT AUSTRALIAN STANDARDS

A54055 - WIND LOADS FOR HOUSING.AS1170.2 - LOADING CODE - WIND LOADSAS1288 - GLASS IN BUILDINGS

2. DESIGN GUST WIND SPEED = 41M/s (PERMISSIBLE STRENGTH METHOD).2.3 DESIGN WIND PRESSURE FOR ROOF MEMBERS (PP) = 1.0KPo

3. DESIGN WIND PRESSURE FOR GLAZING = 1.50PP = 1.50KPa4. HOLDING DOWN DETAILS OF ROOF AND FLOOR FRAMES TO AS1684.

DESIGN CRITERIA (AS1170.2)

1. SUPERIMPOSED LOADS IN ACCORDANCE WITH AS1170.1 &2. WIND REGION A (V100=41m/s)3. TERRAIN CATEGORY 3.04. PARTIAL SHIELDING5. TOPOGRAPHIC CLASSIFICATION T1 IN ACCORDANCE WITH AS40556. RESIDENTIAL WIND CLASSIFICATION N17. SOIL CLASSIFICATION : A as per AS2870.

REV DESCRIPTION DATE

DRAWING TITLEJOB REVDESIGNED

CHECKEDDRAWN

SCALE

DWG NO.

RFRF

PROJECT

CLIENT32 BACKWATER CIRCLE BURNS BEACH WA 6028PH: (08) 9304 7642 FAX: (08) 9305 6931MOBILE: 0432 944 316

EMAIL: [email protected]

STRUCTURAL ENGINEERS PROJECT MANAGERS DEVELOPMENT MANAGERS

NUMBER

LOCATION CONCRETE TYPE OFCEMENT COVER TO REINF. MIN CURE

GROUND SLAB N20/20/80 GB OR GP 30 3 DAYSFOOTINGS N20/20/80 GB OR GP 70 3 DAYS

S-00N/A

GENERAL NOTESDATE

2

1

0

ADDED LIMESTONE RETAINING WALL NOTES

ISSUED FOR BUILDING LICENSE

ISSUED FOR COMMENT

23.09.13

16.08.13

20.07.13

J5430613 TG

20.07.13ADRIAN PRICE ARCHITECT

YOKINE WA13 BURNS AVENUERAPHAELY & BERMAN 2

LIMESTONE RETAINING WALL NOTES:1. THIS WALL IS DESIGNED FOR THE USE IN STABLE SAND OR ROCK SOILS WITH

FREE DRAINING GRANULAR BACKFIL. MAXIMUM WATER TABLE TO BE BELOW BOTTOM OF WALL. IF OTHER CONDITIONS ENCOUNTERED ON SITE CONTACT THE ENGINEER.

2. REMOVE ALL TOPSOIL, VEGETATION & DELETERIOUS FILL MATERIAL FROM FOUNDATION AREA.

3. MINIMUM BASE COMPACTION TO BE 7 BLOWS/ 300mm FOR A DEPTH OF 750mm

4. MINIMUM DENSITY OF LIMESTONE TO BE 1800kg/m FACING BLOCKS MUST BE CROSS BONDED AS SHOWN INTO WALL MASS.

5. LIMESTONE TO BE NON-FRIABLE.6. ALL JOINTS TO BE MORTARED WITH 1:1:6 OR 1:0:5 (CEMENT: LIME: SAND)

MORTAR.7. NO BACK FILL TO BE PLACED AGAINST WALL UNTIL A MINIMUM OF 7 DAYS

FOLLOWING COMPLETION OF WORK.8. WIDTH OF LIMESTONE TO BE DETERMINE BY BATTER OF 10 HORIZONTAL

TO 17 VERTICAL. ALL LIMESTONE MUST EXTEND OUTSIDE REAR BATTER LINE AS SHOWN.

9. NO SURCHARGE LOADING APPLIES.10. DO NOT BUILD OVER OR ADJACENT TO ANY WATER AUTHORITY SEWERS

WITHOUT WATER CORPORATION APPROVAL.



CHECKEDDRAWNDATESCALE

DWG NO.

RFRF

PROJECT




NUMBER

S-011:100

GROUND FLOOR & FOOTINGS

2

1

0

ADDED POOL RETAINING WALL (RW2)


ISSUED FOR COMMENT

23.09.13

16.08.13

20.07.13

J5430613 TG






DWG NO.

RFRF

PROJECT




NUMBER

S-02.11:100

1ST FLOOR LAYOUT

2

1

0

REMOVED FB8 FROM MEMBER SCHEDULE


ISSUED FOR COMMENT

23.09.13

16.08.13

20.07.13

J5430613 TG



LOWER ROOF PLAN




DWG NO.

RFRF

PROJECT




NUMBER

S-02.21:20

STEEL DETAILS

1

0


ISSUED FOR COMMENT

16.08.13

20.07.13

J5430613 TG






DWG NO.

RFRF

PROJECT




NUMBER

S-02.31:20

STEEL DETAILS

1

0


ISSUED FOR COMMENT

16.08.13

20.07.13

J5430613 TG






DWG NO.

RFRF

PROJECT




NUMBER

S-031:100

UPPER ROOF PLAN

1

0


ISSUED FOR COMMENT

16.08.13

20.07.13

J5430613 TG






DWG NO.

RFRF

PROJECT




NUMBER

S-04.11:20

FOOTING DETAILS

1

0


ISSUED FOR COMMENT

16.08.13

20.07.13

J5430613 TG






DWG NO.

RFRF

PROJECT




NUMBER

S-04.21:20

FOOTING DETAILS

2

1

0

ADDED RW3


ISSUED FOR COMMENT

23.09.13

16.08.13

20.07.13

W2 TG






DWG NO.

RFRF

PROJECT




NUMBER

S-051:100

UPPER ROOF PLAN

1

0


ISSUED FOR COMMENT

16.08.13

20.07.13

J5430613 TG



j5430613 s-00 - adrian price - architectadrianpricearchitect.com.au/apa/13burnsave_files/j5430613...

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