A1-1 D O R S E T A V E N U E SITE PLAN SITE PLAN

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Piers Francis
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2 -2,000 MORNING PATIO ±0 D O R S E T A V E N U E -2,800 SITE PLAN SCALE 1:200 CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO CONSTRUCTION, REPORT ANY DISCREPANCIES TO THE ER SK SITE PLAN :200 SK A1-1

3 19,410 5, , , , , , , 90 7, , CONSTRUCTION KEY: 90x45mm TIMBER FRAMING AT 600 MAX CRS, UNLESS NOTED OTHERWISE NEW WINDOWS, SIZES AS LISTED. W01 = WINDOW NUMBER 1,400 x 1,800 = WIN. SIZE (hxw) W06 1,200 x 2,000 NEW DOORS, SIZES AS LISTED. D01 = WINDOW NUMBER = DOOR SIZE 14,440 5, , , ,690 7, , , , , , , , ,400 W08 W09 W10 D07 2,000 x 2,200 MASTER BEDROOM D19 ENSUITE TILED SHOWER W11 2,000 x 1,200 W12 1,200 x 1,600 D06 2,000 x 1,600 W'ROBE NO POST FB30M FLITCH BEAM LINTEL BEDROOM 2 D19 BEDROOM 3 D05 2,000 x 3,800 LOUNGE 2/710 W13 1,200 x 1, WC W07 1,200 x 700 W x 600 BATH'RM ONE PEICE ACRYLIC W02 1,200 x 1,600 DINING 2/710 ENTRY D01 2,000 x 1,400 W03 W05 1,200 x 700 D04 2,000 x 2,200 KITCHEN GARAGE D02 2,000 x 4,800 W04 1,200 x 1,987 LAUNDRY D03 2,000 x , , , , , , , , ,400 3, , , 90 1, ,440 SM CONSTRUCTION NOTES: SMOKE DETECTORS TO COMPLY WITH NZBC F7/AS1 ALL WORKS TO COMPLY WITH RELEVANT LOCAL AUTHORITY, NZS (LATEST AMENDMENTS), & THE NEW ZEALAND BUILDING CODE. CONTRACTOR TO CONFIRM ALL DIMENSIONS ON SITE PRIOR TO WORK COMMENCEMENT. DRAWINGS TO BE READ IN CONJUNCTION WITH THE ARCHITECTURAL SPECIFICATION. ALLOW FOR SOLID BLOCKING BEHIND WALL HUNG BATHROOM VANITYS / TOILETS / RANGE HOODS / DRYERS / TOILET ROLL HOLDERS ETC. CONFIRM WITH OWNER PRIOR TO CONSTRUCTION 90 3, , , , , , , , , , , , , , ,410 Zone Categories Areas 01 - HOUSE FLOOR AREA Total: Total: 0.00 Grand Total: SK FLOOR PLAN CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO CONSTRUCTION, REPORT ANY DISCREPANCIES TO THE ER FLOOR PLAN A2-1

4 TOP OF BANK ALL SUBFLOOR FIXINGS WITHIN 600mm FROM GROUND LEVEL TO BE TYPE 304 STAINLESS STEEL, OVER 600mm TO BE HOT DIPPED GALVANIZED. 175mm SED H5 TREATED TIMBER PILES IN 450x450 WIDE x 450mm DEEP CONCRETE FOOTINGS. 175mm SED H5 TREATED TIMBER D PILES IN 450x450 WIDE x 450mm DEEP CONCRETE FOOTINGS. 140x45mm MSG8 H1.2 TIMBER STRINGER BOLTED TO EXISTING FOUNDATION USING M12 DYNA BOLTS AT 900 CRS MAX. 140x45mm SG8 H1.2 TIMBER FLOOR JOISTS AT 400 MAX CRS. 175 SED TIMBER POLES DRIVEN 2.5m INTO FIRM GROUND UNDER BLOCK FOUNDATION WALL. 2/190x45mm SG8 H1.2 TIMBER BEARERS, FIX TO PILES USING MITEK 12kN PILE FIXING, ATTACHED. 140x45mm SG8 H1.2 TIMBER SOLID BLOCKING AT MID-SPAN AND OVER SUPPORTS. NOTE: EXPOL UNDERFLOOR INSULATION TO TIMBER FLOOR AREA. TOP OF BANK 100mm CONCRETE SLAB, 500E MESH 35mm TOP COVER, ON 0.25mm POLYTHENE DPM ON 25mm MAX. SAND BLINDING ON 150mm MIN. COMPACTED HARDFILL WHERE REQUIRED (600mm MAX.) 300 SED TIMBER RETAINING POLES AT 1.0m MAX CRS, POLES DRIVEN 2.7m INTO GOOD GROUND. FILL SK FOUNDATION PLAN CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO CONSTRUCTION, REPORT ANY DISCREPANCIES TO THE ER FOUNDATION PLAN A2-3

5 NORTH ELEVATION EAST ELEVATION A BOUNDARYS DELETED SK CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO CONSTRUCTION, REPORT ANY DISCREPANCIES TO THE ER ELEVATIONS A3-1

6 SOUTH ELEVATION WEST ELEVATION CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO CONSTRUCTION, REPORT ANY DISCREPANCIES TO THE ER SK ELEVATIONS A3-2

7 ROOF PITCH25 N MASTER BEDROOM W'ROBE LOUNGE 21mm PLYWOOD FLOORING ON 140x45mm SG8 H1.2 TIMBER FLOOR JOISTS AT 400 MAX CRS. EXPOL UNDERFLOOR INSULATION. 45 2,777 CROSS SECTION SCALE 1:50 -CORRUGATE COLORSTEEL ROOFING. -SELF SUPPORTING ROOF UNDERLAY. -70x45mm SG8 H1.2 TIMBER PURLINS AT 900 MAX CRS. -TIMBER TRUSSES AT 900 CRS BY APPROVED MANUFACTURER. 13mm GIB PLASTERBOARD CEILING LININGS ON DIRECT FIXED 'GIB RHONDO' CEILING BATTENS AT 600 MAX CRS, 170mm R3.2 BATTS INSULATION CUT TO FIT SNUGGLY BETWEEN TRUSSES. 100mm CONCRETE SLAB, 500E MESH 35mm TOP COVER, ON 0.25mm POLYTHENE DPM ON 25mm MAX. SAND BLINDING ON 150mm MIN. COMPACTED HARDFILL WHERE REQUIRED (600mm MAX.) GARAGE 2,460 TO U/S OF TRUSSES 2,412 ceiling height 48 COLORSTEEL SPOUTING AND DOWNPIPES ON 140x32mm H3.2 TIMBER FASCIA. HARDIFLEX SOFFIT LINING 90x45mm SG8 H1.2 EXTERNAL TIMBER FRAME, STUDS AT 600CRS MAX, DWANGS / NOGS AT 800CRS MAX. LINEA WEATHERBOARD CLADDING ON CAVITY SYSTEM OVER BUILDING WRAP TO TIMBER FRAME. A GROUND LINE AMENDED SK :50 SK CROSS SECTION SCALE 1:50 CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO CONSTRUCTION, REPORT ANY DISCREPANCIES TO THE ER CROSS SECTION

Garage Design Guide. October 2018

Garage Design Guide. October 2018 Garage Design Guide October 2018 The Corporation of the Township of Hamilton 8235 Majestic Hills Drive, P.O. Box 1060, Cobourg Ontario K9A 4W5 Tel: 905-342-2810 Fax: 905-342-2818 Email: Tim Jeronimus (Chief