Reticulated Metal Foam Based Heat Exchangers Introduction ...
MY...ANTI-TERMITE TREATMENT TO BE PROVIDED UNDER THE BUILDING AREAS IN ACCORDANCE WITH AS 2057, AS...
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1.1 ALL DIMENSIONS ON DRAWINGS ARE INDICATIVE ONLY. PRIOR TO STARTING ANY WORK ALL DIMENSIONS TO BE CHECKED ON SITE. 1.2 SCALING SHALL NOT BE MADE FROM DRAWINGS; ANY QUESTIONS, ERRORS, OR OMISSIONS FOUND SHOULD BE NOTIFIED BEFORE STARTING ANY SITE WORK. 1.3 ALL MATERIALS USED TO BE NEW, FIT FOR PURPOSE, AND SHALL COMPLY WITH RELEVANT CURRENT AUSTRALIAN STANDARDS. 1.4 SPECIFICATIONS, SCHEDULES AND CONSULTANTS DRAWINGS THAT FORM PART OF THE CONSTRUCTION DOCUMENTS REFERRED TO IN THE "BUILDING CONTRACT" SHOULD BE USED IN CONJUNCTION, TO INTERPRETE ALL ARCHITECTURAL DRAWINGS. 1.5 ALL WORKMANSHIP SHALL COMPLY WITH RELEVANT CURRENT AUSTRALIAN STANDARDS AND TO GOOD TRADE PRACTICES AND ALL EQUIPMENT TO BE SUPPLIED NECESSARY FOR THE COMPLETION OF RESPECTIVE WORKS. 1.6 ALL WORK SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE RESPECTIVE AUTHORITY HAVING JURISDICTION OVER THE WORKS. 1.7 CONTRACTORS SHALL BE RESPECTFUL OF OTHER WORKS AND SHALL COORDINATE FOR SUCCESFUL COMPLETION OF PROJECT AS NEEDED. CONTRACTORS, AFTER THE COMPLETION OF RESPECTIVE WORKS SHOULD ALSO PROGRESSIVELY CLEAN UP AFTER. 1.8 ENSURE THAT BACKGROUNDS ARE ADEQUATE FOR THE INTENDED SUBSEQUENT FINISHES. COMMENCEMENT OF WORK ON THE BACKGROUNDS IMPLIES ACCEPTANCE BY THE SUBCONTRACTOR OF THE BACKGROUNDS ON WHICH FINISHES ARE APPLIED. 1.0 GENERAL NOTES 2.1 TREAT ALL RETAINING WALLS WITH "BITKOTE" WATERPROOFING AGENT OR SUITABLY APPROVED MATERIAL TO AUSTRALIAN STANDARDS. 2.2 DO NOT EXCAVATE SERVICES TRENCHES WITHIN A 45-DEGREE ANGLE MEASURED FROM BOTTOM OF FOOTING EDGE. 2.3 REMOVE TOPSOIL TO A MINIMUM DEPTH OF 200mm. THIS INCLUDES ALL ROOTS AND OTHER MATTER, AS REQUIRED BY THE BUILDER AND/OR CONDITION OF THE SOIL 2.4 PROVIDE ADEQUATE CLEAN FILLING SAND AND COMPACT IN LAYERS NOT TO EXCEED 300mm TO REDUCE LEVELS AS SHOWN. 2.5 TO OBTAIN MIN. SEVEN (7) BLOWS PER 300mm ON A STANDARDS PERTH SAND PENEFROMETER TEST(AS PER AS 1289 F3.3)COMPACT SAND FILLING AND SANDY SUB GRADES UNDER FOOTINGS AND SLAB. 2.0 EARTHWORKS 3.1 FOOTING AND SLAB CONSTRUCTION SHALL COMPLY WITH AS 2870. 3.2 A PROPRIETARY VAPOR BARRIER IS TO BE PROVIDED CONSISTING OF HIGH IMPACT RESISTANT POLYTHENE FILM MIN. 0.2mm THICK WHICH HAS BEEN PIGMENTED AND BRANDED BY THE MANUFACTURER. 3.3 SLAB IS TO BE CURED FOR 7 DAYS MIN. & SLAB REINFORCEMENT PLACED ON APPROVED CHAIRS FOR CRACK CONTROL IMPROVEMENT. 3.4 ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF AS 3600 CONCRETE STRENGTH GRADE: N20, AGGREGATE 20mm, SLUMP 80mm. 3.5 CONCRETE REINFORCEMENT AND FORMWORK TO COMPLY WITH STRUCTURAL ENGINEERS DETAILS, RELEVANT BUILDING CODES AND STANDARDS 3.0 CONCRETE ANTI-TERMITE TREATMENT TO BE PROVIDED UNDER THE BUILDING AREAS IN ACCORDANCE WITH AS 2057, AS 3660.1 AND APPENDIX D, FOR RETICULATED SYSTEMS.BUILDER TO PROVIDE "DURSBAN" (HAND SPRAYED ORGANO-PHOSPHATE) OR OTHER ANTI-TERMITE TREATMENT SIMILAR APPROVED IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARD CODES. 3.6 TERMITE PROTECTION - 4.1 BRICK WORK SHOULD BE IN COMPLIANCE WITH : - MORTAR FOR MASONRY CONSRUCTION - AS 3700 MASONRY CODE - AS A123 MASONRY CODE 4.2 7 STANDARD COURSES = 600mm IS A GOOD BRICK GAUGE. 4.3 20MPa SHOULD BE THE MIN. COMPRESSIVE STRENGTH FOR ALL BRICKS AND AS FOLLOWS: - EXTERNAL FACE WORK: 230x110x76mm - EXTERNAL RENDER: 305x162x90mm MAXIBRICK OR VERTICORE - WINDOW SILLS: 2c FACE BRICK SPLAYED SILLS - WINDOW HEADS: SOLID FACEBRICK COURSE - INTERNAL WALLS: 305x162x90mm MAXIBRICK OR VERTICORE WITH BED JOINT AND PERPENDS FILLED 305x76x90mm LONGREACH OR JUMBO FOR COURSE ADJUSTMENT 4.4 MORTAR: 1:1:6 CEMENT:LIME:SAND MORTAR (FACE BRICK) COLOR TO MATCH EXISTING AS SELECTED 4.5 TIES SHALL BE 3.5mm DIAMETER GALVANIZED WIRE KINKED FOR AND BUILT IN EVERY 5TH COURSE AT 900mm CENTRES APPROXIMATELY, WITH ADDITIONAL TIES AT THE RATE OF 1 TIE/300mm HEIGHT OF OPENINGS AND VERTICAL CONTROL JOINTS AND WITHIN 150mm OF THE OPENINGS. BUILD TIES INTO EACH LEAF AT LEAST 50mm. VERTICAL CONTROL JOINTS SHALL BE 12mm WIDE FILLED AT COMPLETION WITH 'COMPRIBAND' CONTINUOUS FILLER STRIP 4.6 CAVITIES TO BE KEPT CLEAR OF MORTAR. PROVIDE CAVITY BOARDS. TEMPORARILY OMIT BRICKS TO ALLOW RAKING OUT OF CAVITY BOTTOMS. 4.7 FORM WEEP HOLES EVERY FOURTH PERPEND ABOVE FLASHINGS AND CAVITY 4.0 BRICKWORK MAX SPAN LINTELS SIZE BEARING (mm) (VERT x HORIZ x THICK) EACH END (mm) 900 75x10 150 1200 75x75x8 150 1500 90x90x8 150 1800 100x75x8 230 2100 125x75x8 230 2400 125x75x10 230 2500 100x100x8 230 3000 150x90x10 230 4.8 LINTELS 4.9 ALCOR/PGI FLASHINGS TO BE BUILT IN AS FOLLOWS: -CAVITY WALLS BUILT OF SLAB ON GROUND (WHERE NOT PARGED). -WHEREVER SHOWN ON DRAWINGS. -OVER LINTELS TO EXPOSED OPENINGS: FULL WIDTH OF OUTER LEAF CONTINUOUS ACROSS CAVITY 50mm INTO INNER LEAF 2c ABOVE. -OVER ROOF: FULL WIDTH OF EXTERNAL LEAF, STEPPED TO ROOF SLOPE TURNED DOWN MIN. 50mm OVER BASE FLASHING. TURN UP IN CAVITY SLOPING INWARDS AND BUILT INTO INNER LEAF 1c ABOVE. -STRUCTURE OR SERVICES WITHIN 30mm OF OUTER BRICK LEAF IN CAVITY: VERTICAL FLASHINGS CONTINUOUS 1c BELOW FL TO ABOVE STRUCTURE OR FRAME. NOMINAL 300mm WIDE. FOR HORIZONTAL STRUCTURES / SERVICES: CONTINUOUS FLASHING BUILT IN AS FOR OVER LINTELS -AT CAVITY WALLS WITH GLASS BLOCK 300mm WIDE FIXED TO GLASS BLOCK FRAME AND TURNED AWAY IN CAVITY FROM INNER LEAVE -DOOR / WINDOW STILES: FULL HEIGHT 150mm WIDE FIXED TO FRAMES INTERLEAVED WITH SILL AND HEAD FLASHING AT EACH END. -STRUCTURE OR SERVICES WITHIN 30mm OF OUTER BRICK LEAF IN CAVITY: VERTICAL FLASHINGS CONTINUOUS 1c BELOW FLR TO ABOVE STRUCTURE OR FRAME. NOMINAL 300mm WIDE. FOR HORIZONTAL STRUCTURES / SERVICES: CONTINUOUS FLASHING BUILT IN AS FOR OVER LINTELS. -AT CAVITY WALLS WITH GLASS BLOCK 300mm WIDE FIXED TO GLASS BLOCK FRAME AND TURNED AWAY IN CAVITY FROM INNER LEAVE. 4.10 REINFORCE BELOW AND OVER OPENINGS WHERE NECESSARY WITH GALVANISED WOVEN WIRE FABRIC 75mm WIDE IN CENTRE OF EACH LEAF LOCATED IN 2 COUSES BELOW SILL AND IN THE 2 COURSES ABOVE AN OPENING EXTENDING A MINIMUM OF 600mm BEYOND THE OPENING. 4.11 PROVIDE 12mm PLASTERING MARGIN BETWEEN WINDOW FRAME AND INTERNAL BRICKWORK TO BE PLASTERED. 4.12 MOISTEN ALL EXTRUDED BRICKS BEFORE LAYING 4.13 BRICKWORK SETOUT ACCURATELY, PLUMB, LEVEL AND PROPERLY BONDED. RISING WORK TO BE RAKED BACK, JAMBS, REVEALS, CORNERS, PERPENDS, ETC. TO BE TRUE, PLUMB, AND IN LINE WITH PERPENDS TRUE TO LINE. SETOUT DOOR FRAMES NEAR PERPANDICULAR WALL WITH A MARGIN OF 12mm OR GREATER THAN 50mm. 4.14 PROVIDE DAMP PROOF COURSES (DPC) IN THE BOTTOM 3 COURSES OF BRICKWORK AND SLAB AND/OR FOOTINGS. DPC ADDITIVE SHALL BE CLEAR IN ALL FACEWORK. 5.0 CARPENTRY WORK 5.1 SUPPLY AND FIX ALL BULKHEADS & FALSE CEILINGS AS SHOWN ON THE DRAWINGS. 5.2 ROOF AND CEILING FRAMING SHOULD COMPLY WITH AS 1684 LIGHT TIMBER FRAMING CODE. DRAW STRAP FIRMLY OVER WALL PLATES AND SECURELY FIX TO TOP OF PLATE WITH 2x30mm GALV. CLOUTS/STRAP. 5.3 ROOF AND CEILING FRAMING SHOULD COMPLY WITH AS 1684 LIGHT TIMBER FRAMING 6.0 METAL WORK 6.1 WINDOW FRAMES TO BE RESIDENTIAL OR COMMERCIAL SECTION WITH WINDOWS. REFER TO ANY ADDENDUM. ANGLED WINDOW UNITS TO BE FACTORY MADE POWDERCOAT FINISH AS SELECTED BY OWNER. ALLOW FOR FLYSCREENS TO ALL AND FIXED AND TO BE DELIVERED ON SITE AS A COMPLETE UNIT. 6.2 CLOTHES HOIST: REFER TO ADDENDUM OR CONSULT CLIENT. 6.3 ELECTRIC AND GAS METER BOXES AS SHOWN IN DRAWINGS 7.0 ROOFING 7.1 DOWN PIPES SHALL BE TO MANUFACTURER'S SPECS. 7.2 ALLOW FOR ALL JOINTS AND JOINING MATERIALS, COLLARS, STRAPS & FASTENINGS NECESSARY TO COMPLETE WORK. 7.3 SEAL BETWEEN OVERLAPPING FLASHINGS; FLASHINGS TURNED DOWN OVER BASE OR APRON FLASHINGS; FLASHINGS OVER METAL ROOF; FLASHINGS OVER SECRET GUTTERS; AROUND ROOF PENETRATIONS ETC. 7.4 ALLOW FOR ALL ROOF PENETRATIONS, ROOF COWLS, FLASHINGS, FLUMES THROUGH ROOF. 7.5 SELECTED ROOFING MATERIAL SHALL BE INSTALLED AND FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATION AND RELEVANT BUILDING CODES. 7.6 GUTTER, FASCIA, DOWN PIPES, FLASHINGS SHALL BE IN LONGEST POSSIBLE LENGTHS AND SHALL MATCH EXISTING. 7.7 FIX GUTTERS & FLASHINGS TO PERMIT THERMAL MOVEMENT IN THEIR FULL LENGTH 8.0 JOINERY 8.1 SUPPLY AND BUILD TIMBER DOOR FRAMES TO EXTERNAL LOCATIONS AS SHOWN ON ARCHITECTURAL DRAWINGS. 8.2 ALL JOINERY TO BE OF THE HIGHEST QUALITY MATERIALS TO BEST TRADE PRICES AND HIGH QUALITY FINISH 8.3 EXTERNAL DOOR FRAMES SHALL BE: 110x40 DOUBLE REBATED FRAME WITH 130x40 WEATHERED THRESHOLD U.N.O. APRON FLASHINGS; FLASHINGS OVER METAL ROOF; FLASHINGS 9.0 CEILINGS 9.1 PROVIDE AND FIX ALL FLUSH STOP BEADS & CASING BEADS TO ALL CORNERS AND EDGES. 9.2 PROVIDE ALL SELECTED MOLDINGS AND CORNICES TO ALL CEILINGS AS STATED IN ARCHITECTURAL DOCUMENTS. BEST TRADE PRICES AND HIGH QUALITY FINISH 9.3 CEILINGS SHALL BE RECESSED EDGE, MIN. 8.0mm PLASTERGLASS OR GYPROCK. 9.4 FLUSH JOINTS, SCREW HEADS, AND OTHER BLEMISHES IN THE SHEETS USING APPROVED SYSTEMS TO PROVIDE A FLUSH, SMOOTH, CONTINUOUS SURFACE. 10.0 PLASTERING 10.1 NIBS IN INTERNAL CORNERS ADJACENT TO DOOR FRAMES GREATER THAN 40mm SHALL NOT BE FLUSHED UP WITH FRAMES. 10.2 PROVIDE V-JOINS IN FINISHING AND RENDERPLASTER WHERE BRICK-WORK ABUTS OR JOINS ON TO CONCRETE WORK. 10.3 INTERNAL WALL FINISHES INCLUDING CUPBOARD, BIN, FRIDGE RECESSES, ETC. (OTHER THAN FACE FINISHES OR WHERE COVERED BY FEATURE MATERIALS) FLOAT AND SET IN HARDWALL PLASTER U.N.O. 10.4 EXTERNAL WALL RENDER WHEN APPLICABLE SHALL BE 2-COAT SAND FINISH(FOR PAININTING). 10.5 PLASTERED WALLS SHALL BE NOMINAL12mm THICK CONSISTING OF 1:1:9, CEMENT:LIME:SAND RENDER, AND FINISHED WITH NOMINALLY 3mm HARDWALL PLASTER. 10.6 SUPPLY AND FIX EXTERNAL CORNER BEADS TO ALL EXTERNAL CORNERS. 10.7 PROVIDE STOP BEADS WHERE PLASTERWORK ABUTS TIMBER FRAMES, OR FACEWORK. 11.0 GLAZING 11.1 WHERE GLASS BLOCKS HAVE BEEN NOMINATED, THEY SHALL BE IN FRAMES AND INSTALLED TO MANUFACTURER'S SPECS 11.2 U.N.O CLEAR GLASS TO WINDOWS, OBSCURE GLASS TO BATHROOMS/TOILETS, REFER TO DRAWINGS- TO RELEVANT AUSTRALIAN STANDARDS. 12.0 FLOORING FINISHES 12.1 PROVIDE TIMBER FLOOR FINISHES TO NOMINATED AREAS COMPLETE WITH ALL MATERIALS, ANGLE TRIMS, ETC. TO COMPLETE THE WORKS. 12.2 PROVIDE CARPET FLOOR COVERINGS TO NOMINATED AREAS COMPLETE WITH NEW UNDERLAY SMOOTH EDGE, DIMINISHING STRIPS, ETC, TO COMPLETE THE WORKS: REFER TO DRAWINGS AND FINISHES SCHEDULE. 12.3 PROVIDE TILED FLOOR FINISHES TO NOMINATED AREAS BATHROOMS/TOILETS, REFER TO DRAWINGS- TO RELEVANT AUSTRALIAN STANDARDS. 13.0 SIGNAGE 13.1 "EMMK SERVICES" RESERVES THE RIGHT TO ERECT A BUILDER'S SIGN ON THE PROPERTY FACING THE STREET FRONTAGE IN COMPLIANCE WITH AUTHORITY REQUIREMENTS. 13.2 WHERE NECCESSARY SUPPLY AND FIX NEW UNIT AND HOUSE NUMBERS TO LETTERBOXES AS SCHEDULED. 14.0 PAVING 14.1 AS A GENERAL RULE WHEN PAVING IS PART OF THE BUILDING CONTRACT, AS A MIN. THE FOLLOWING SHALL APPLY: 14.2 PROVIDE 100mm COMPACTED LIMESTONE BASE TO DRIVEWAY TOPPED WITH 50mm CLEAN SAND AND GRADE TO FALLS. 14.3 BRICK PAVERS TO BE:TRAFFICABLE AREAS-MIN. 65mm SOLID CLAY OR CONCRETE &:PEDESTRIAN AREAS-MIN. 43mm SOLID CLAY OR CONCRETE 14.4 FOR PAVING PATTERN: REFER TO ADDENDUM 14.5 SUPPLY AND LAY ALL PAVING TO EXTERNAL AREAS AS SHOWN ON WORKING DRAWINGS. 14.6 PROVIDE BRICK EDGE-RESTRAINING FOOTING EMBEDDED IN MORTAR UNDER THE PAVING BRICK, GENERALLY,TO DRIVEWAY AREAS, PROVIDE NOM. 300x150mm CONC. FOOTING ALONG PERIMETER OF DRIVEWAY AND BED EDGE BRICK IN MORTAR. 14.7 CUT, FILL & COMPACT SAND TO REQUIRED LEVELS. SCREED TO UNIFORM THINNESS AND LEVELS. *All drawings are indicative AS SHOWN A3 STAGE EK JOK PROJECT NUMBER DRAWING NUMBER REVISION DATE DRAWN DRAWING SCALE SHEET SIZE CHECK DESIGNED DRAWN EK All dimensions should be confirmed on site prior to commencement of set-out or construction. Structural Certification is required in full. All construction must adhere to relevant Australian standards and the BCA. Do not scale from drawings. Exact location of all above and underground services to be determined on site. If Engineer is not notified in writing by client or contractor prior to set-out or construction, any costs incurred is the responsibility of the client or contractor. For all structural members -footings, load- bearing walls, please refer to structural engineer's prepared structural documents. GENERAL NOTES BY DATE REV PROPERTY DETAILS CLIENT DETAILS PROJECT DETAILS GENERAL SPECIFICATION HOME RENOVATION & ADDITION NTS A010 GENERAL NOTES 1 07-11-18 A010 QLD 4515 SOMERSET REGIONAL COUNCIL EMMK-7112018 01 A PRELIMINARY ISSUE EK 07.11.18 01 BUILDING APPROVAL EK 31.01.19 MY UNO PTY LTD
Transcript of MY...ANTI-TERMITE TREATMENT TO BE PROVIDED UNDER THE BUILDING AREAS IN ACCORDANCE WITH AS 2057, AS...
1.1 ALL DIMENSIONS ON DRAWINGS ARE INDICATIVE ONLY. PRIOR TO STARTING ANY WORK ALL DIMENSIONS TO BE CHECKED ON SITE.1.2 SCALING SHALL NOT BE MADE FROM DRAWINGS; ANY QUESTIONS, ERRORS, OR OMISSIONS FOUND SHOULD BE NOTIFIED BEFORE STARTING ANY SITE WORK.1.3 ALL MATERIALS USED TO BE NEW, FIT FOR PURPOSE, AND SHALL COMPLY WITH RELEVANT CURRENT AUSTRALIAN STANDARDS.1.4 SPECIFICATIONS, SCHEDULES AND CONSULTANTS DRAWINGS THAT FORM PART OF THE CONSTRUCTION DOCUMENTS REFERRED TO IN THE "BUILDING CONTRACT" SHOULD BE USED IN CONJUNCTION, TO INTERPRETE ALL ARCHITECTURAL DRAWINGS. 1.5 ALL WORKMANSHIP SHALL COMPLY WITH RELEVANT CURRENT AUSTRALIAN STANDARDS AND TO GOOD TRADE PRACTICES AND ALL EQUIPMENT TO BE SUPPLIED NECESSARY FOR THE COMPLETION OF RESPECTIVE WORKS.1.6 ALL WORK SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE RESPECTIVE AUTHORITY HAVING JURISDICTION OVER THE WORKS. 1.7 CONTRACTORS SHALL BE RESPECTFUL OF OTHER WORKS AND SHALL COORDINATE FOR SUCCESFUL COMPLETION OF PROJECT AS NEEDED. CONTRACTORS, AFTER THE COMPLETION OF RESPECTIVE WORKS SHOULD ALSO PROGRESSIVELY CLEAN UP AFTER. 1.8 ENSURE THAT BACKGROUNDS ARE ADEQUATE FOR THE INTENDED SUBSEQUENT FINISHES. COMMENCEMENT OF WORK ON THE BACKGROUNDS IMPLIES ACCEPTANCE BY THE SUBCONTRACTOR OF THE BACKGROUNDS ON WHICH FINISHES ARE APPLIED.
1.0 GENERAL NOTES
2.1 TREAT ALL RETAINING WALLS WITH "BITKOTE" WATERPROOFING AGENT OR SUITABLY APPROVED MATERIAL TO AUSTRALIAN STANDARDS.2.2 DO NOT EXCAVATE SERVICES TRENCHES WITHIN A 45-DEGREE ANGLE MEASURED FROM BOTTOM OF FOOTING EDGE. 2.3 REMOVE TOPSOIL TO A MINIMUM DEPTH OF 200mm. THIS INCLUDES ALL ROOTS AND OTHER MATTER, AS REQUIRED BY THE BUILDER AND/OR CONDITION OF THE SOIL 2.4 PROVIDE ADEQUATE CLEAN FILLING SAND AND COMPACT IN LAYERS NOT TO EXCEED 300mm TO REDUCE LEVELS AS SHOWN.2.5 TO OBTAIN MIN. SEVEN (7) BLOWS PER 300mm ON A STANDARDS PERTH SAND PENEFROMETER TEST(AS PER AS 1289 F3.3)COMPACT SAND FILLING AND SANDY SUB GRADES UNDER FOOTINGS AND SLAB.
2.0 EARTHWORKS
3.1 FOOTING AND SLAB CONSTRUCTION SHALL COMPLY WITH AS 2870. 3.2 A PROPRIETARY VAPOR BARRIER IS TO BE PROVIDED CONSISTING OF HIGH IMPACT RESISTANT POLYTHENE FILM MIN. 0.2mm THICK WHICH HAS BEEN PIGMENTED AND BRANDED BY THE MANUFACTURER.3.3 SLAB IS TO BE CURED FOR 7 DAYS MIN. & SLAB REINFORCEMENT PLACED ON APPROVED CHAIRS FOR CRACK CONTROL IMPROVEMENT.3.4 ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF AS 3600 CONCRETE STRENGTH GRADE: N20, AGGREGATE 20mm, SLUMP 80mm.3.5 CONCRETE REINFORCEMENT AND FORMWORK TO COMPLY WITH STRUCTURAL ENGINEERS DETAILS, RELEVANT BUILDING CODES AND STANDARDS
3.0 CONCRETE
ANTI-TERMITE TREATMENT TO BE PROVIDED UNDER THE BUILDING AREAS IN ACCORDANCE WITH AS 2057, AS 3660.1 AND APPENDIX D, FOR RETICULATED SYSTEMS.BUILDER TO PROVIDE "DURSBAN" (HAND SPRAYED ORGANO-PHOSPHATE) OR OTHER ANTI-TERMITE TREATMENT SIMILAR APPROVED IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARD CODES.
3.6 TERMITE PROTECTION -
4.1 BRICK WORK SHOULD BE IN COMPLIANCE WITH : - MORTAR FOR MASONRY CONSRUCTION - AS 3700 MASONRY CODE - AS A123 MASONRY CODE4.2 7 STANDARD COURSES = 600mm IS A GOOD BRICK GAUGE.4.3 20MPa SHOULD BE THE MIN. COMPRESSIVE STRENGTH FOR ALL BRICKS AND AS FOLLOWS: - EXTERNAL FACE WORK: 230x110x76mm - EXTERNAL RENDER: 305x162x90mm MAXIBRICK OR VERTICORE - WINDOW SILLS: 2c FACE BRICK SPLAYED SILLS - WINDOW HEADS: SOLID FACEBRICK COURSE - INTERNAL WALLS: 305x162x90mm MAXIBRICK OR VERTICORE WITH BED JOINT AND PERPENDS FILLED 305x76x90mm LONGREACH OR JUMBO FOR COURSE ADJUSTMENT4.4 MORTAR: 1:1:6 CEMENT:LIME:SAND MORTAR (FACE BRICK) COLOR TO MATCH EXISTING AS SELECTED4.5 TIES SHALL BE 3.5mm DIAMETER GALVANIZED WIRE KINKED FOR AND BUILT IN EVERY 5TH COURSE AT 900mm CENTRES APPROXIMATELY, WITH ADDITIONAL TIES AT THE RATE OF 1 TIE/300mm HEIGHT OF OPENINGS AND VERTICAL CONTROL JOINTS AND WITHIN 150mm OF THE OPENINGS. BUILD TIES INTO EACH LEAF AT LEAST 50mm. VERTICAL CONTROL JOINTS SHALL BE 12mm WIDE FILLED AT COMPLETION WITH 'COMPRIBAND' CONTINUOUS FILLER STRIP 4.6 CAVITIES TO BE KEPT CLEAR OF MORTAR. PROVIDE CAVITY BOARDS. TEMPORARILY OMIT BRICKS TO ALLOW RAKING OUT OF CAVITY BOTTOMS.4.7 FORM WEEP HOLES EVERY FOURTH PERPEND ABOVE FLASHINGS AND CAVITY
4.0 BRICKWORK
MAX SPAN LINTELS SIZE BEARING(mm) (VERT x HORIZ x THICK) EACH END (mm)900 75x10 1501200 75x75x8 1501500 90x90x8 1501800 100x75x8 2302100 125x75x8 2302400 125x75x10 2302500 100x100x8 2303000 150x90x10 230
4.8 LINTELS
4.9 ALCOR/PGI FLASHINGS TO BE BUILT IN AS FOLLOWS: -CAVITY WALLS BUILT OF SLAB ON GROUND (WHERE NOT PARGED). -WHEREVER SHOWN ON DRAWINGS. -OVER LINTELS TO EXPOSED OPENINGS:
FULL WIDTH OF OUTER LEAF CONTINUOUS ACROSS CAVITY 50mm INTO INNER LEAF 2c ABOVE. -OVER ROOF:
FULL WIDTH OF EXTERNAL LEAF, STEPPED TO ROOF SLOPE TURNED DOWN MIN. 50mm OVER BASE FLASHING. TURN UP IN CAVITY SLOPING INWARDS AND BUILT INTO INNER LEAF 1c ABOVE. -STRUCTURE OR SERVICES WITHIN 30mm OF OUTER BRICK LEAF IN CAVITY: VERTICAL FLASHINGS CONTINUOUS 1c BELOW FL TO ABOVE STRUCTURE OR FRAME. NOMINAL 300mm WIDE. FOR HORIZONTAL STRUCTURES / SERVICES: CONTINUOUS FLASHING BUILT IN AS FOR OVER LINTELS -AT CAVITY WALLS WITH GLASS BLOCK 300mm WIDE FIXED TO GLASS BLOCK FRAME AND TURNED AWAY IN CAVITY FROM INNER LEAVE -DOOR / WINDOW STILES:
FULL HEIGHT 150mm WIDE FIXED TO FRAMES INTERLEAVED WITH SILL AND HEAD FLASHING AT EACH END. -STRUCTURE OR SERVICES WITHIN 30mm OF OUTER BRICK LEAF IN CAVITY:
VERTICAL FLASHINGS CONTINUOUS 1c BELOW FLR TO ABOVE STRUCTURE OR FRAME. NOMINAL 300mm WIDE. FOR HORIZONTAL STRUCTURES / SERVICES:
CONTINUOUS FLASHING BUILT IN AS FOR OVER LINTELS. -AT CAVITY WALLS WITH GLASS BLOCK 300mm WIDE FIXED TO GLASS BLOCK FRAME AND TURNED AWAY IN CAVITY FROM INNER LEAVE.4.10 REINFORCE BELOW AND OVER OPENINGS WHERE NECESSARY WITH GALVANISED WOVEN WIRE FABRIC 75mm WIDE IN CENTRE OF EACH LEAF LOCATED IN 2 COUSES BELOW SILL AND IN THE 2 COURSES ABOVE AN OPENING EXTENDING A MINIMUM OF 600mm BEYOND THE OPENING.4.11 PROVIDE 12mm PLASTERING MARGIN BETWEEN WINDOW FRAME AND INTERNAL BRICKWORK TO BE PLASTERED.4.12 MOISTEN ALL EXTRUDED BRICKS BEFORE LAYING4.13 BRICKWORK SETOUT ACCURATELY, PLUMB, LEVEL AND PROPERLY BONDED. RISING WORK TO BE RAKED BACK, JAMBS, REVEALS, CORNERS, PERPENDS, ETC. TO BE TRUE, PLUMB, AND IN LINE WITH PERPENDS TRUE TO LINE. SETOUT DOOR FRAMES NEAR PERPANDICULAR WALL WITH A MARGIN OF 12mm OR GREATER THAN 50mm.4.14 PROVIDE DAMP PROOF COURSES (DPC) IN THE BOTTOM 3 COURSES OF BRICKWORK AND SLAB AND/OR FOOTINGS. DPC ADDITIVE SHALL BE CLEAR IN ALL FACEWORK.
5.0 CARPENTRY WORK5.1 SUPPLY AND FIX ALL BULKHEADS & FALSE CEILINGS AS SHOWN ON THE DRAWINGS.5.2 ROOF AND CEILING FRAMING SHOULD COMPLY WITH AS 1684 LIGHT TIMBER FRAMING CODE. DRAW STRAP FIRMLY OVER WALL PLATES AND SECURELY FIX TO TOP OF PLATE WITH 2x30mm GALV. CLOUTS/STRAP.5.3 ROOF AND CEILING FRAMING SHOULD COMPLY WITH AS 1684 LIGHT TIMBER FRAMING
6.0 METAL WORK6.1 WINDOW FRAMES TO BE RESIDENTIAL OR COMMERCIAL SECTION WITH WINDOWS. REFER TO ANY ADDENDUM. ANGLED WINDOW UNITS TO BE FACTORY MADE POWDERCOAT FINISH AS SELECTED BY OWNER. ALLOW FOR FLYSCREENS TO ALL AND FIXED AND TO BE DELIVERED ON SITE AS A COMPLETE UNIT.6.2 CLOTHES HOIST: REFER TO ADDENDUM OR CONSULT CLIENT.6.3 ELECTRIC AND GAS METER BOXES AS SHOWN IN DRAWINGS
7.0 ROOFING7.1 DOWN PIPES SHALL BE TO MANUFACTURER'S SPECS.7.2 ALLOW FOR ALL JOINTS AND JOINING MATERIALS, COLLARS, STRAPS & FASTENINGS NECESSARY TO COMPLETE WORK.7.3 SEAL BETWEEN OVERLAPPING FLASHINGS; FLASHINGS TURNED DOWN OVER BASE OR APRON FLASHINGS; FLASHINGS OVER METAL ROOF; FLASHINGS OVER SECRET GUTTERS; AROUND ROOF PENETRATIONS ETC.7.4 ALLOW FOR ALL ROOF PENETRATIONS, ROOF COWLS, FLASHINGS, FLUMES THROUGH ROOF.7.5 SELECTED ROOFING MATERIAL SHALL BE INSTALLED AND FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATION AND RELEVANT BUILDING CODES.7.6 GUTTER, FASCIA, DOWN PIPES, FLASHINGS SHALL BE IN LONGEST POSSIBLE LENGTHS AND SHALL MATCH EXISTING.7.7 FIX GUTTERS & FLASHINGS TO PERMIT THERMAL MOVEMENT IN THEIR FULL LENGTH
8.0 JOINERY8.1 SUPPLY AND BUILD TIMBER DOOR FRAMES TO EXTERNAL LOCATIONS AS SHOWN ON ARCHITECTURAL DRAWINGS.8.2 ALL JOINERY TO BE OF THE HIGHEST QUALITY MATERIALS TO BEST TRADE PRICES AND HIGH QUALITY FINISH8.3 EXTERNAL DOOR FRAMES SHALL BE: 110x40 DOUBLE REBATED FRAME WITH 130x40 WEATHERED THRESHOLD U.N.O. APRON FLASHINGS; FLASHINGS OVER METAL ROOF; FLASHINGS
9.0 CEILINGS9.1 PROVIDE AND FIX ALL FLUSH STOP BEADS & CASING BEADS TO ALL CORNERS AND EDGES.9.2 PROVIDE ALL SELECTED MOLDINGS AND CORNICES TO ALL CEILINGS AS STATED IN ARCHITECTURAL DOCUMENTS. BEST TRADE PRICES AND HIGH QUALITY FINISH9.3 CEILINGS SHALL BE RECESSED EDGE, MIN. 8.0mm PLASTERGLASS OR GYPROCK.9.4 FLUSH JOINTS, SCREW HEADS, AND OTHER BLEMISHES IN THE SHEETS USING APPROVED SYSTEMS TO PROVIDE A FLUSH, SMOOTH, CONTINUOUS SURFACE.
10.0 PLASTERING10.1 NIBS IN INTERNAL CORNERS ADJACENT TO DOOR FRAMES GREATER THAN 40mm SHALL NOT BE FLUSHED UP WITH FRAMES.10.2 PROVIDE V-JOINS IN FINISHING AND RENDERPLASTER WHERE BRICK-WORK ABUTS OR JOINS ON TO CONCRETE WORK.10.3 INTERNAL WALL FINISHES INCLUDING CUPBOARD, BIN, FRIDGE RECESSES, ETC. (OTHER THAN FACE FINISHES OR WHERE COVERED BY FEATURE MATERIALS) FLOAT AND SET IN HARDWALL PLASTER U.N.O. 10.4 EXTERNAL WALL RENDER WHEN APPLICABLE SHALL BE 2-COAT SAND FINISH(FOR PAININTING).10.5 PLASTERED WALLS SHALL BE NOMINAL12mm THICK CONSISTING OF 1:1:9, CEMENT:LIME:SAND RENDER, AND FINISHED WITH NOMINALLY 3mm HARDWALL PLASTER.10.6 SUPPLY AND FIX EXTERNAL CORNER BEADS TO ALL EXTERNAL CORNERS.10.7 PROVIDE STOP BEADS WHERE PLASTERWORK ABUTS TIMBER FRAMES, OR FACEWORK.
11.0 GLAZING11.1 WHERE GLASS BLOCKS HAVE BEEN NOMINATED, THEY SHALL BE IN FRAMES AND INSTALLED TO MANUFACTURER'S SPECS 11.2 U.N.O CLEAR GLASS TO WINDOWS, OBSCURE GLASS TO BATHROOMS/TOILETS, REFER TO DRAWINGS- TO RELEVANT AUSTRALIAN STANDARDS.
12.0 FLOORING FINISHES12.1 PROVIDE TIMBER FLOOR FINISHES TO NOMINATED AREAS COMPLETE WITH ALL MATERIALS, ANGLE TRIMS, ETC. TO COMPLETE THE WORKS. 12.2 PROVIDE CARPET FLOOR COVERINGS TO NOMINATED AREAS COMPLETE WITH NEW UNDERLAY SMOOTH EDGE, DIMINISHING STRIPS, ETC, TO COMPLETE THE WORKS: REFER TO DRAWINGS AND FINISHES SCHEDULE. 12.3 PROVIDE TILED FLOOR FINISHES TO NOMINATED AREAS BATHROOMS/TOILETS, REFER TO DRAWINGS- TO RELEVANT AUSTRALIAN STANDARDS.
13.0 SIGNAGE13.1 "EMMK SERVICES" RESERVES THE RIGHT TO ERECT A BUILDER'S SIGN ON THE PROPERTY FACING THE STREET FRONTAGE IN COMPLIANCE WITH AUTHORITY REQUIREMENTS. 13.2 WHERE NECCESSARY SUPPLY AND FIX NEW UNIT AND HOUSE NUMBERS TO LETTERBOXES AS SCHEDULED.
14.0 PAVING14.1 AS A GENERAL RULE WHEN PAVING IS PART OF THE BUILDING CONTRACT, AS A MIN. THE FOLLOWING SHALL APPLY:14.2 PROVIDE 100mm COMPACTED LIMESTONE BASE TO DRIVEWAY TOPPED WITH 50mm CLEAN SAND AND GRADE TO FALLS. 14.3 BRICK PAVERS TO BE:TRAFFICABLE AREAS-MIN. 65mm SOLID CLAY OR CONCRETE &:PEDESTRIAN AREAS-MIN. 43mm SOLID CLAY OR CONCRETE 14.4 FOR PAVING PATTERN: REFER TO ADDENDUM14.5 SUPPLY AND LAY ALL PAVING TO EXTERNAL AREAS AS SHOWN ON WORKING DRAWINGS. 14.6 PROVIDE BRICK EDGE-RESTRAINING FOOTING EMBEDDED IN MORTAR UNDER THE PAVING BRICK, GENERALLY,TO DRIVEWAY AREAS, PROVIDE NOM. 300x150mm CONC. FOOTING ALONG PERIMETER OF DRIVEWAY AND BED EDGE BRICK IN MORTAR.14.7 CUT, FILL & COMPACT SAND TO REQUIRED LEVELS. SCREED TO UNIFORM THINNESS AND LEVELS.
*All drawings are indicative
AS SHOWN A3
STAGE
EK
JOK
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
EK
All dimensions should be confirmed on site prior to commencement of set-out or construction. StructuralCertification is required in full. All construction must adhere to relevant Australian standards and the BCA.Do not scale from drawings. Exact location of all above and underground services to be determined on site. IfEngineer is not notified in writing by client or contractor prior toset-out or construction, any costs incurred is the responsibility ofthe client or contractor. For all structural members -footings, load-bearing walls, please refer to structural engineer's prepared structural documents.
GENERAL NOTES
BY DATEREV
PROPERTY DETAILS
CLIENT DETAILS
PROJECT DETAILS
GENERAL SPECIFICATION
HOME RENOVATION & ADDITION
NTSA010GENERAL NOTES1
07-11-18
A010
QLD 4515SOMERSET REGIONAL COUNCIL
EMMK-7112018 01
A PRELIMINARY ISSUE EK 07.11.1801 BUILDING APPROVAL EK 31.01.19
MY
UN
OD
esig
n an
d D
rafti
ngM
Y U
NO
Des
ign
and
Dra
fting
MY
UN
OD
esig
n an
d D
rafti
ngM
Y U
NO
Des
ign
and
Dra
fting
MY
UN
OD
esig
n an
d D
rafti
ng
Des
ign
and
Dra
fting
MY
UN
OD
esig
n an
d D
rafti
ng
MY
UN
OD
esig
n an
d D
rafti
ng
MY
UN
OM
Y U
NO
MY UNO PTY LTD
NORTH
148780
143574
121908
122852
MT. KAAAY RD.
NEWSHED
51085
TO OM
P47505
TO O
MP
4664
5
TO OM
P54635
TO O
MP
7509
0
TO O
MP
3419
0
TO OM
P21720
PRO
POSE
DEX
TEN
SIO
N
*All drawings are indicative
AS SHOWN A3
STAGE
EK
JOK
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
EK
All dimensions should be confirmed on site prior to commencement of set-out or construction. StructuralCertification is required in full. All construction must adhere to relevant Australian standards and the BCA.Do not scale from drawings. Exact location of all above and underground services to be determined on site. IfEngineer is not notified in writing by client or contractor prior toset-out or construction, any costs incurred is the responsibility ofthe client or contractor. For all structural members -footings, load-bearing walls, please refer to structural engineer's prepared structural documents.
GENERAL NOTES
BY DATEREV
PROPERTY DETAILS
CLIENT DETAILS
PROJECT DETAILS
PROPOSED SITE PLAN
HOME RENOVATION & ADDITION
07-11-18
A100
QLD 4515SOMERSET REGIONAL COUNCIL
EMMK-7112018 01
A PRELIMINARY ISSUE EK 07.11.1801 BUILDING APPROVAL EK 31.01.19
TOTAL SITE AREA - 17549 SQMTOTAL SITE COVERAGE - 1.58%
EXISTING RESIDENCE - 137.57SQMPROP. EXTENSION - 67.85SQMPROP. SHED - 72.0SQMTOTAL BUILT AREA - 277.42 SQM
SITE INFORMATION
EXISTINGRESIDENCE
Scale 1 : 1000A100PROPOSED SITE PLAN1
MY UNO PTY LTD
UP
DN
9700
6300
BED
02
3000
BEDRM 2
4000
BED 03
2700
BED
03
3000
BED 02
BED 03
EX. LIVING ROOM
TOILET/BATH
EXISTING ENCLOSED VERANDAH
BIR
EXISTING DECK
1500H2100W
1500
H15
00W
1500H1500W
2400W
100
100
820D
R
820D
R
820DR
CPD 820D
R
100
900H
1500
W
2240
3600
100
2400
100
EX. KITCHEN
1500
H15
00W
4800
2400
1220H850W 2100H
1130W
ARCH
FRD
CPD
EXIS
TIN
G
SGD
100 2820 100 3880 100
100
5500 100100
*All drawings are indicative
AS SHOWN A3
STAGE
EK
JOK
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
EK
All dimensions should be confirmed on site prior to commencement of set-out or construction. StructuralCertification is required in full. All construction must adhere to relevant Australian standards and the BCA.Do not scale from drawings. Exact location of all above and underground services to be determined on site. IfEngineer is not notified in writing by client or contractor prior toset-out or construction, any costs incurred is the responsibility ofthe client or contractor. For all structural members -footings, load-bearing walls, please refer to structural engineer's prepared structural documents.
GENERAL NOTES
BY DATEREV
PROPERTY DETAILS
CLIENT DETAILS
PROJECT DETAILS
EXISTING FLOOR PLAN
HOME RENOVATION & ADDITION
QLD 4515SOMERSET REGIONAL COUNCIL
A PRELIMINARY ISSUE EK 07.11.1801 BUILDING APPROVAL EK 31.01.19
01EMMK1170818 A101A
Scale 1 : 100A101AEXISTING FLOOR PLAN1
07.11.18
ABN:
MY UNO PTY LTD
UP
A103
2
A1031A102 2
1
LIVIN
G/D
ININ
G/K
ITCHE
N A
REA
9900
LIVING/DINING/KITCHEN AREA
5800
9700
6300
BED
02
3000
BEDRM 2
4000
BATH
1200
BEDRM 1
4200
BEDRM 3
2700
BED
03
3000
600
100
BED
RM 1
3000
1200
VER
AN
DA
H
2400
2400
9700
15700
15700
LAUN
DRY
2300
3800
BED 02
BED 03
BED 01
TOILET/BATH
LAU
ND
RY
KITCHEN AREA
DINING AREA
PROPOSED VERANDAH
EXISTING VERANDAH
BIR
BIR
BATHLIVING AREA
VERANDAH TO MATCH EXISTING
EXISTING DECKING
DE
CK
ISLAND BENCH 15
00H
1500
W
2000
FR
EN
CH
D
OO
R
1500H2100W
1500
H15
00W
1500H1500W
1500H2400W
100
100100
600H3000W
820D
R
820D
R820DR
1800
H15
00W
1800
H15
00W
4600W STACKER DOOR- TO MANUFACTURER'S SPECS
820D
R
LIN 820D
R
820
CSD
100
TOILET/BATH
2820 100100
LAUNDRY
3880 100
KITCHEN AREA
5800 100
DECK
1200
100
SEWER1100
1500
OPE
NIN
G
100 100
6000
100
100
100
100
100
6000 1200
1200
1200
3000
5000
0
1200
1
E101
EXISTING RESIDENCE(IN GREY)
NEW EXTENSION
*All drawings are indicative
AS SHOWN A3
STAGE
EK
JOK
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
EK
All dimensions should be confirmed on site prior to commencement of set-out or construction. StructuralCertification is required in full. All construction must adhere to relevant Australian standards and the BCA.Do not scale from drawings. Exact location of all above and underground services to be determined on site. IfEngineer is not notified in writing by client or contractor prior toset-out or construction, any costs incurred is the responsibility ofthe client or contractor. For all structural members -footings, load-bearing walls, please refer to structural engineer's prepared structural documents.
GENERAL NOTES
BY DATEREV
PROPERTY DETAILS
CLIENT DETAILS
PROJECT DETAILS
PROPOSED FLOOR PLAN
HOME RENOVATION & ADDITION
01
QLD 4515SOMERSET REGIONAL COUNCIL
EMMK1170818 A101B
Scale 1 : 100A101BGROUND FLOOR PLAN1
A PRELIMINARY ISSUE EK 07.11.1801 BUILDING APPROVAL EK 31.01.19
07.11.18
MY UNO PTY LTD
A102
TRIM DECK ROOFING SHEET 11 DEGREE SLOPE - TO ROOF MANUFACTURER'S SPECS
NEW DECK ROOF
SELECTED ALUMINIUM WINDOWS - TO MANUFACTURER'S SPECS
EXTERNAL CLADDING - TO MANUFACTURER'S SPECS
NEW SHSPOST - TO ENG. SPECS
COLOURBOND QUAD GUTTER - TO MANUFACTURER'S SPECS
EXISTING RESIDENCE
STAINLESS STEEL WIRE BALUSTRADING
NEWEXTENSION
NEW ENTRY ROOF
ALL GUTTERS TO CONNECT TO STORMWATER DRAINAGEAS PER ASNZS-3500 AND AS/NZS 2179.1
UPPER GROUND LEVEL
LOWER GROUND LEVEL
TRIM DECK ROOFING SHEET - TO ROOF MANUFACTURER'S SPECS
EXISTING RESIDENCE
21.64°21.64°
EXISTING CLADDING
BOX CHANNEL - TO ROOF MANUFACTURER'S SPECS
2200 EXISTINGTANKNGL
ALL GUTTERS TO CONNECT TO STORMWATER DRAINAGEAS PER ASNZS-3500 AND AS/NZS 2179.1 NEW
EXTENSION
*All drawings are indicative
AS SHOWN A3
STAGE
EK
JOK
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
EK
All dimensions should be confirmed on site prior to commencement of set-out or construction. StructuralCertification is required in full. All construction must adhere to relevant Australian standards and the BCA.Do not scale from drawings. Exact location of all above and underground services to be determined on site. IfEngineer is not notified in writing by client or contractor prior toset-out or construction, any costs incurred is the responsibility ofthe client or contractor. For all structural members -footings, load-bearing walls, please refer to structural engineer's prepared structural documents.
GENERAL NOTES
BY DATEREV
PROPERTY DETAILS
CLIENT DETAILS
PROJECT DETAILS
PROPOSED ELEVATIONS 1 of 2
HOME RENOVATION & ADDITION
01
QLD 4515
SOMERSET REGIONAL COUNCIL
EMMK1170818 A102
A PRELIMINARY ISSUE EK 07.11.1801 BUILDING APPROVAL EK 31.01.19
Scale 1 : 100A102WEST ELEVATION1
Scale 1 : 100A102NORTH ELEVATION2
07.11.18
MY UNO Design & Drafting
MY UNO PTY LTD
EXTERNAL CLADDING -TO MANUFACTURER'S SPECS
EXISTING CLADDING
TRIM DECK ROOFING SHEET 11 DEGREE SLOPE - TO ROOF MANUFACTURER'S SPECS
SELECTED ALUMINIUM WINDOWS -TO MANUFACTURER'S SPECS
NEW SHS POST- TO ENG'S SPECS
STAINLESS WIRE BALUSTRADING- 80mm CENTRES
EXISTINGWATER TANK
EXISTING SOIL TO BE CUT AND BATTERED DOWN(COMPACTED TO SUIT SLOPE)
NGL
2200
7745
ALL GUTTERS TO CONNECT TO STORMWATER DRAINAGEAS PER ASNZS-3500 AND AS/NZS 2179.1
TRIM DECK ROOFING SHEET - TO ROOF MANUFACTURER'S SPECS
EXTERNAL CLADDING - TO MANUFACTURER'S SPECS
COLOURBOND QUAD GUTTER - TO MANUFACTURER'S SPECS
EXISTING CLADDING
EXISTING ASSYMMETRICAL TRIM DECK GABLE ROOF
NEW EXTENSION
EXISTING RESIDENCE
SELECTED ALUMINIUM WINDOW - TO MANUFACTURER'S SPECS
ALL GUTTERS TO CONNECT TO STORMWATER DRAINAGEAS PER ASNZS-3500 AND AS/NZS 2179.1
TRIM DECK ROOFING SHEET 11 DEGREE SLOPE - TO ROOF MANUFACTURER'S SPECS
*All drawings are indicative
AS SHOWN A3
STAGE
EK
JOK
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
EK
All dimensions should be confirmed on site prior to commencement of set-out or construction. StructuralCertification is required in full. All construction must adhere to relevant Australian standards and the BCA.Do not scale from drawings. Exact location of all above and underground services to be determined on site. IfEngineer is not notified in writing by client or contractor prior toset-out or construction, any costs incurred is the responsibility ofthe client or contractor. For all structural members -footings, load-bearing walls, please refer to structural engineer's prepared structural documents.
GENERAL NOTES
BY DATEREV
PROPERTY DETAILS
CLIENT DETAILS
PROJECT DETAILS
PROPOSED ELEVATIONS 2 of 2
HOME RENOVATION & ADDITION
01
QLD 4515SOMERSET REGIONAL COUNCIL
EMMK1170818 A103
A PRELIMINARY ISSUE EK 07.11.1801 BUILDING APPROVAL EK 31.01.19
Scale 1 : 100A103SOUTH ELEVATION1
Scale 1 : 100A103EAST ELEVATION2
07.11.18
MY UNO PTY LTD
*All drawings are indicative
AS SHOWN A3
STAGE
EK
JOK
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
EK
All dimensions should be confirmed on site prior to commencement of set-out or construction. StructuralCertification is required in full. All construction must adhere to relevant Australian standards and the BCA.Do not scale from drawings. Exact location of all above and underground services to be determined on site. IfEngineer is not notified in writing by client or contractor prior toset-out or construction, any costs incurred is the responsibility ofthe client or contractor. For all structural members -footings, load-bearing walls, please refer to structural engineer's prepared structural documents.
GENERAL NOTES
BY DATEREV
PROPERTY DETAILS
CLIENT DETAILS
PROJECT DETAILS
3D - PROPOSED FRONT & REARVIEWS
HOME RENOVATION & ADDITION
01
QLD 4515SOMERSET REGIONAL COUNCIL
EMMK1170818 A104
A PRELIMINARY ISSUE EK 07.11.1801 BUILDING APPROVAL EK 31.01.19
ScaleA1043D - FRONT VIEW.1
ScaleA1043D - REAR VIEW2
07.11.18
MY UNO PTY LTD
MY UNO PTY LTD
ROOF TUSSES TO ROOF MANUFACTURERS SPECS
ISLAND BENCH
125X45 TIMBER FLOOR JOISTS @ 450 CENTRES
190X75 TIMBER BEARER75X4.0 SHS POSTS IN CONCRETE PIERS
Cei
ling
Heig
ht
3000
200X50 TIMBER BEARER
125X45 TIMBER FLOOR JOISTS @ 450 CENTRES
DETAIL H3
DETAIL H1
DETAIL H2
NEW EXTENSION
AGL
190x45 TIMBER BEARER
TRIMDECK ROOF CLADDING (1200 MAX. SPAN)
COLOURBOND QUAD GUTTER 75x4.0 SHS POST
89X19 TIMBER FLOOR DECK STRIPS TO MANUFACTURERS SPECS
125X45 TIMBER FLOOR JOISTS @ 450CENTRES
200 x 50 TIMBER BEARERS (EXTERNAL DECK AREA)
190 x 75 TIMBER BEARERS (NEW EXTENSION AREA)
450
900
MPa 25 CONCRETE BORED PIER FOOTING
75x4.0 SHS POST IN CONCRETE FOOTING
MIN
IMUM
600
6
E101
R1R1R1R1R1R1R1R1R1R1R1
R1
R1
R1R1R1R1R1R1R1R1R1R1R1
6000
6000
6000
1200
0
R1 - C20012 LIPPED C-CHANNEL
R1
P1 - 75x4.0 SHS POST IN CONCRETE FOOTING
P1 P1
P1
P1 P1
P1
LEGEND
DETAIL S2
RAFTERS TO ENGINEER'S DETAILS
POST TO ENGINEER'S DETAILS
DETAIL S1
450
900
MPa 25 CONCRETE BORED PIER FOOTING
75x4.0 SHS POST IN CONCRETE FOOTING
MIN
IMUM
600
SELECTED TRIMDECK SHEET TO MANUFACTURER'S SPECS
C20012 LIPPED C-CHANNEL BOLTED TO POST & RAFTERS WITH PURLIN BOLTS & BRACKETS - TO MANUFACTURER'S SPECS
C20012 LIPPED C-CHANNEL @ 600 CENTRES
75x4.0 SHS POST
*All drawings are indicative
AS SHOWN A3
STAGE
EK
JOK
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
EK
All dimensions should be confirmed on site prior to commencement of set-out or construction. StructuralCertification is required in full. All construction must adhere to relevant Australian standards and the BCA.Do not scale from drawings. Exact location of all above and underground services to be determined on site. IfEngineer is not notified in writing by client or contractor prior toset-out or construction, any costs incurred is the responsibility ofthe client or contractor. For all structural members -footings, load-bearing walls, please refer to structural engineer's prepared structural documents.
GENERAL NOTES
BY DATEREV
PROPERTY DETAILS
CLIENT DETAILS
PROJECT DETAILS
STRUCTURAL, SECTIONS ANDDETAILS
HOME RENOVATION & ADDITION
Scale 1 : 100E101HOUSE SECTION1
Scale 1 : 25E101DETAIL H12
Scale 1 : 20E101DETAIL H23
Scale 1 : 25E101DETAIL H34
PROPOSED SHED
Scale 1 : 100E101SHED STRUCTURAL PLAN5
Scale 1 : 100E101SHED SECTION6
Scale 1 : 25E101SHED DETAIL S17
Scale 1 : 25E101SHED DETAIL S28
01
QLD 4515SOMERSET REGIONAL COUNCIL
EMMK1170818 E101
A PRELIMINARY ISSUE EK 07.11.1801 BUILDING APPROVAL EK 31.01.19
07.11.18
MY UNO PTY LTD
EXTERNALWALL STUDS
EXTERNALTOP PLATE
2/30 x 0.8 GALVSTRAPS4/• 2.8 NAILSEACH END
TYPE 2 (6.6kN)
BRACE WALLSTUD
BLOCK PIECESLARGE ENOUGHTO PREVENTSPLITTING.
2/No. 14 TYPE 17SCREWS
GAP
TO
TRU
SS
TYPE 1 (6.9kN)
TRUSS
TYPE 3 (6.9kN)
BRACE WALLSTUD
TRUSSBOTTOMCHORD
GAP
TO
TRU
SS
6/• 2.8mm NAILSEACH LEG.1 NAILING PLATEEACH END
BLOCK PIECESLARGE ENOUGHTO PREVENTSPLITTING.2/No. 14
TYPE 17SCREWS
90x 50 (F11) NOGGING.
BRACE WALL BLOCKINGDETAILS.1. INSTALL SUFFICIENT NUMBER OF
BLOCKING CONNECTIONS EQUAL TO ORGREATER THAN THE BRACE WALLCAPACITY.
2. THESE CONNECTIONS ARE BASED ONTIMBER JOINT GROUP JD4.
BRACING FORCES TRANSFERREDTO WALLS IN THIS DIRECTION.(TYPICAL)
S
150
METHOD "A" :M12 TOP TO BOTTOM PLATE EACH END OFSHEATHEDSECTION WITH M10 BOLTS AT 600crs MAX. BETWEEN.BETWEEN FROM BOTTOM PLATE TO FLOORFRAME/SLAB.METHOD "B" :M10 BOLTS EACH END OF SHEATHED SECTION ANDAT600crs MAX. BETWEEN FROM BOTTOM PLATE TOFLOORFRAME/SLAB.CONNECT SHEATHED PANELS TO SUB-FLOOR.
600
HORIZONTAL BUTT JOINTS PERMITTED,PROVIDED NAIL FIXED TO NOGGING ATS = 150mm crs (METHOD "A") ORS = 50mm crs (METHOD "B").
300
F14F11F8
450
STRESSGRADE
F27
STUDSPACING (mm)
MINIMUM PLYWOODTHICKNESS (mm)
PLYWOOD BRACEWALL TYPE "_._PA_" & "_._PB_"REFER TO AS1684.2 TABLE 8.18(h).RATINGS BASED ON 2.7m HIGH WALLS. REDUCTION FACTORS APPLY FOR HIGHER WALLS.NAIL PLYWOOD TO FRAME USING 30 - ∅2.8mm FLATHEAD NAILS OR EQUIVALENT.WALLS SHEATHED BOTH SIDES REQUIRED TIEDOWN TO BE DOUBLED ORINCREASED TO NEXT BOLT SIZE.
_._PA1 = METHOD "A" RATING = 6.4kN/m. PLYWOOD SHEETING ONE SIDE.
_._PA2 = METHOD "A" RATING = 12.8kN/m. PLYWOOD SHEETING BOTH SIDES.
_._PB1 = METHOD "B" RATING = 6.0kN/m. PLYWOOD SHEETING ONE SIDE.
_._PB2 = METHOD "B" RATING = 12.0kN/m. PLYWOOD SHEETING BOTH SIDES.
150
150 50
679 VERTICAL
EDGES
TOP ANDBOTTOM PLATE:- METHOD "A"- METHOD "B"
FASTENER SPACING"S" (mm)
3004.5INTERMEDIATESTUDS
467
4
S
HEIGHT CAPACITY MULTIPLIER
BRACE WALL HEIGHTCAPACITY MULTIPLIER
3.0m 0.903.3m 0.803.6m 0.753.9m 0.704.2m 0.644.5m 0.60
LENGTH CAPACITY MULTIPLIER
BRACE WALL LENGTHCAPACITY MULTIPLIER
0.60m 0.500.65m 0.580.70m 0.670.75m 0.750.80m 0.830.85m 0.92
TIE DOWN TOFLOOR (NOMINALFIXING ONLY)
30 x 0.8mm OR EQUALTENSIONEDGALVANISED STRAPS.LOOP AROUND ANDNAIL TO EACH PLATEWITH 4/30 x 2.8mm∅GALVANIZED FLATHEADNAILS.
30 x 0.8mm GALVANIZEDSTRAPS LOOPED OVERPLATE AND NAILED TOEACH SIDE OF STUDWITH 4/30 x 2.8mm∅NAILS.
1800mm MIN. to 2700mm MAX.
BRACEWALL TYPE "_._MS"METAL STRAP BRACES RATING = 3.0kN/m (2750 HIGH WALLS)REFER TO AS1684.2 TABLE 8.18(d).
30° to 60°
L
'WT' Wall TrussCFW vertical Wall Truss frame.L = 0.9m : 20kN bracing capacityL = 0.6m : 15kN bracing capacityL = 0.45m : 10kN bracing capacity
Verticals 75 x 4 SHSHorizontals 50 x 4 SHS spaced at 1.2m
crsDiagonals 50 x 4 SHS (L = 0.9m only)
10mm top & bottom plates, 2M12 chemsetbolts to slab, 2M12 bolts to floor frameover.
2980
830( 10kN )
350
( 2kN
)
'3583MC' MASONRY COLUMN.N20 concrete corefill. 2N12 verticals lapped 500with matching starter bars cogged 300 intoconcrete.
*All drawings are indicative
AS SHOWN A3
STAGE
EK
JOK
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
EK
All dimensions should be confirmed on site prior to commencement of set-out or construction. StructuralCertification is required in full. All construction must adhere to relevant Australian standards and the BCA.Do not scale from drawings. Exact location of all above and underground services to be determined on site. IfEngineer is not notified in writing by client or contractor prior toset-out or construction, any costs incurred is the responsibility ofthe client or contractor. For all structural members -footings, load-bearing walls, please refer to structural engineer's prepared structural documents.
GENERAL NOTES
BY DATEREV
PROPERTY DETAILS
CLIENT DETAILS
PROJECT DETAILS
STRUCTURAL BRACING NOTES
HOME RENOVATION & ADDITION
01
QLD 4515SOMERSET REGIONAL COUNCIL
EMMK1170818 E102
A PRELIMINARY ISSUE EK 07.11.1801 BUILDING APPROVAL EK 31.01.19
NTSE102STRUCTURAL NOTES1
07.11.18
MY UNO PTY LTD
BDIR
RACKING FORCE
BRACING STRENGTHAPPLIED =
PROVIDED =
ADIR
BRACING STRENGTH
RACKING FORCEAPPLIED =
PROVIDED =
EXISTING RESIDENCE
NEW EXTENSION
37.3kN
27.0kN
20.3kN
43.2kN
**SEE ENGINEERING SHEET E102 FOR PA1 INFORMATION
0.9PA1
0.9P
A1
0.9PA1
0.45PA1
0.9PA1
0.45PA1
0.45PA1
0.45PA1
0.9P
A10.
9PA1
0.45
PA1
0.9P
A10.
9PA1
0.9P
A1
0.45
PA1
0.9P
A1
N3
*All drawings are indicative
AS SHOWN A3
STAGE
EK
JOK
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
EK
All dimensions should be confirmed on site prior to commencement of set-out or construction. StructuralCertification is required in full. All construction must adhere to relevant Australian standards and the BCA.Do not scale from drawings. Exact location of all above and underground services to be determined on site. IfEngineer is not notified in writing by client or contractor prior toset-out or construction, any costs incurred is the responsibility ofthe client or contractor. For all structural members -footings, load-bearing walls, please refer to structural engineer's prepared structural documents.
GENERAL NOTES
BY DATEREV
PROPERTY DETAILS
CLIENT DETAILS
PROJECT DETAILS
STRUCTURAL BRACING PLAN
HOME RENOVATION & ADDITION
01
QLD 4515
SOMERSET REGIONAL COUNCIL
E103
A PRELIMINARY ISSUE EK 07.11.1801 BUILDING APPROVAL EK 31.01.19
Scale 1 : 100E103BRACING PLAN1
MY UNO PTY LTD
