Item # 13 Ward #5 File: A026/17

Transcription

1 Item # 13 Ward #5 File: A026/17 Applicant: ARKADI BRETGOLTZ Address: Agent: 28 Thornridge Drive, Thornhill PETER JARUCZIK ARC Design Group Comments/Conditions: Commenting Comment Department Planning request adjournment Building Building - Septic Engineering Finance Fire By-Law & Compliance Forestry Powerstream TRCA Region of York Letter of objection Legend: - Positive Comment - Negative Comment Condition of Approval Prepared by: Lenore Providence

2 COMMITTEE OF ADJUSTMENT 2141 MAJOR MACKENZIE DRIVE, VAUGHAN, ONTARIO L6A 1T1 PHONE: (905) FAX: (905) NOTICE OF APPLICATION MINOR VARIANCE FILE NUMBER: A026/17 APPLICANT: ARKADI BRETGOLTZ PROPERTY: Part of Lot 30 of Concession 1 (Lot 5 of Registered Plan 4061), municipally known as 28 Thornridge Road, Thornhill. ZONING: PURPOSE: BY-LAW PROPOSAL: BY-LAW REQUIREMENT: The subject lands are zoned R1V 9(662) under By-law 1-88 as amended To permit the construction of a proposed two-storey single detached dwelling. 1. To permit a maximum building height of 13.0 metres. 2. To permit a maximum lot coverage of 28.0% (dwelling 24.0%, porches/decks 4.0%). 3. To permit a maximum driveway width of 10.5 metres. 1. A maximum building height of 9.5 metres is permitted. 2. A maximum lot coverage of 20.0% is permitted. 3. A maximum driveway width of 9.0 metres is permitted. A sketch is attached illustrating the request. This application will be heard by the Committee of Adjustment on the date and time shown below. DATE: THURSDAY, JANUARY 26, 2017 TIME: 6:00 PM LOCATION: COMMITTEE ROOM 242/243 (2nd Floor) VAUGHAN CITY HALL 2141 MAJOR MACKENZIE DRIVE VAUGHAN, ONTARIO L6A 1T1 You are invited to attend this public hearing in person to express your views about this application or you may be represented by counsel for that purpose. If you do not attend at the hearing it may proceed in your absence and, except as otherwise provided in the Planning Act, you will not be entitled to any further notice of the proceedings. If you wish to be notified of the decision of the Committee of Adjustment with respect to this application, you must complete the attached Request for Decision form and submit it to the Secretary-Treasurer. Additional information is available from the Committee of Adjustment staff between 8:30 a.m. and 4:30 p.m. Monday to Friday at the Committee of Adjustment, Clerks Department: Tel:(905) /Fax:(905) If you wish to make written comments on this application they may be forwarded to the Secretary - Treasurer of the Committee of Adjustment PRIOR TO THE MEETING. Your comments are collected under the legal authority of the Planning Act, R.S.O. 1990, Chapter c. P.13, as amended. Your comments in respect to this application becomes the property of the City of Vaughan and will become part of the decision making process of the application as noted on this form. Pursuant to Section 27 of the Municipal Freedom of Information and Protection of Privacy Act, R.S.O. 1990, c. M.56, as amended, public feedback to planning proposals is considered to be a public record and will be disclosed to any individual (including being posted on the internet) upon request in accordance with Section 27 of the Municipal Freedom of Information and Protection Privacy Act, R.S.O. 1990, c. M.56, as amended. Questions about this collection should be directed to the Secretary-Treasurer, Vaughan Committee of Adjustment, Clerk s Department, 2141 Major Mackenzie Drive, Vaughan, Ontario; L6A 1T1 (905) x DATED THIS WEDNESDAY, JANUARY 11, 2017 Todd Coles, BES, ACST(A), MCIP, RPP Manager of Development Services and Secretary-Treasurer to Committee of Adjustment Agenda packages will be available prior to the hearing at: Vaughan.ca/CofA

3 A026/17 1. To permit a maximum building height of 13.0m. 2. To permit a maximum lot coverage of 28.0% (dwelling 24.0%, porches/decks 4.0%). Combined driveway width = 10.5m

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5 On Jan. 2/17, the agent amended the application and sketch

6 On Jan. 2/17, the agent amended the application and sketch 1. To permit a maximum building height of 13.0 metres. 2. To permit a maximum lot coverage of 28.0% (dwelling 24.0%, porches/decks 4.0%). 3. To permit a maximum driveway width of 10.5 metres.

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12 CONSTRUCTION NOTES 11 SB-12 COMPLIANCE PACKAGE "J" (Unless otherwise noted) ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND SPEC'S AND TO CONFORM TO THE ONTARIO BUILDING CODE AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. THESE REQUIREMENTS ARE TO BE TAKEN AS MINIMUM SPECIFICATIONS. ONT. REG. 332/12 2A 2B 2C 3A 3B ROOF CONSTRUCTION ASPHALT SHINGLES (CONFORMING TO SECTION OF THE O.B.C.), 10mm (3/8") PLYWOOD SHEATHING WITH "H" CLIPS. APPROVED WOOD mm (24") O.C. MAX. OR CONVENTIONAL FRAMING, APPROVED EAVES PROTECTION TO EXTEND 900mm (3'-0") FROM EDGE OF ROOF AND MIN. 300mm (12") BEYOND INNER FACE OF EXTERIOR WALL, (EAVES PROTECTION NOT REQ'D FOR ROOF SLOPES 8:12 OR GREATER), 38x89 (2"x4") TRUSS 1830mm (6'-0") O.C. AT BOTTOM CHORD. PREFIN. ALUM. EAVESTROUGH, FASCIA, RWL & VENTED SOFFIT. ATTIC VENTILATION 1:300 OF INSULATED 13 CEILING AREA WITH MIN 25% AT EAVES & MIN. 25% AT RIDGE (O.B.C ) SIDING FRAME WALL CONSTRUCTION (2"x6") SIDING AS PER ELEVATION, TYVEK OR EQUIVALENT AIR BARRIER, 9.5mm (3/8") EXTERIOR TYPE SHEATHING, 38x140 (2"x6") 400mm (16") O.C., RSI 3.87 (R22) INSULATION AND APPROVED VAPOUR BARRIER AND APPROVED CONT. AIR BARRIER, 13mm (1/2") INT. DRYWALL FINISH. SIDING TO BE MIN mm (8") ABOVE FINISH GRADE. SIDING FRAME WALL CONSTRUCTION (2"x4") SIDING AS PER ELEVATION, TYVEK OR EQUIVALENT AIR BARRIER, RSI 0.9 (R5) EXTERIOR RIGID INSULATION BOARD, 38x89 (2"x4") 400mm (16") O.C., WITH APPROVED DIAGONAL WALL BRACING, RSI 2.1 (R12) AND APPROVED CONT. AIR BARRIER, 13mm (1/2") INT. DRYWALL FINISH. SIDING TO BE MIN. 200mm (8") ABOVE FINISH GRADE. 15 SIDING FRAME WALL CONSTRUCTION (2"x4")- GARAGE WALLS SIDING AS PER ELEVATION, TYVEK OR EQUIVALENT AIR BARRIER, 9.5mm (3/8") EXTERIOR TYPE SHEATHING, 38x89 (2"x4") 400mm (16") O.C. (MAX. HEIGHT 3000mm (9'-10"), WITH APPROVED DIAGONAL WALL BRACING. REFER TO NOTE 19 WHERE FLOOR EXISTS ABOVE GARAGE. SIDING TO BE MIN. 200mm 15A (8") ABOVE FINISH GRADE. STUCCO FRAME WALL CONSTRUCTION (2"x6") STUCCO AS PER ELEVATION, TYVEK OR EQUIVALENT AIR BARRIER, 9.5mm (3/8") EXTERIOR TYPE SHEATHING, 38x140 (2"x6") 400mm (16") O.C., RSI 3.87 (R22) INSULATION AND APPROVED VAPOUR BARRIER AND APPROVED CONT. AIR BARRIER, 13mm (1/2") INT. DRYWALL FINISH. STUCCO TO BE MIN. 200mm (8") ABOVE FINISH GRADE. 15B BRICK VENEER CONSTRUCTION (2"x6") 90mm (4") FACE BRICK, 25mm (1") AIR SPACE, 22x180x0.76mm (7/8"x7"x0.03") GALV. METAL 400mm (16") O.C. HORIZONTAL 600mm (24") O.C. VERTICAL. TYVEK OR EQUIVALENT AIR BARRIER, 9.5mm (3/8") EXTERIOR TYPE 16 SHEATHING, 38x140 (2"x6") 400mm (16") O.C., RSI 3.87 (R22) INSULATION AND APPROVED VAPOUR BARRIER WITH APPROVED CONTIN. AIR BARRIER. 13mm (1/2") INT. DRYWALL FINISH. PROVIDE WEEP 800mm 17 (32") O.C. BOTTOM COURSE AND OVER OPENINGS. PROVIDE BASE FLASHING UP MIN. 150mm (6") BEHIND BUILDING PAPER. BRICK TO BE MIN. 150mm (6") ABOVE FINISH GRADE. 18 BRICK VENEER CONSTRUCTION (2"x4") 90mm (4") FACE BRICK, 25mm (1") AIR SPACE, 22x180x0.76mm (7/8"x7"x0.03") GALV. METAL 400mm (16") O.C. HORIZONTAL 600mm (24") O.C. VERTICAL. TYVEK OR EQUIVALENT AIR BARRIER, RSI 0.9 (R5) EXT. RIGID 19 INSUL. BD., 38x89 (2"x4") 400mm (16") O.C. WITH APPROVED DIAGONAL WALL BRACING, RSI 2.45(R14) INSULATION AND APPROVED VAPOUR BARRIER WITH APPROVED CONT. AIR BARRIER, 13mm (1/2") INT. 20 DRYWALL FINISH. PROVIDE WEEP 800mm (32") O.C. BOTTOM COURSE AND OVER OPENINGS. PROVIDE BASE FLASHING UP MIN. 150mm (6") BEHIND BUILDING PAPER. BRICK TO BE MIN. 150mm (6") ABOVE FINISH GRADE. 21 BRICK VENEER CONSTRUCTION (2"x4")- GARAGE WALLS 90mm (4") FACE BRICK, 25mm (1") AIR SPACE, 22x180x0.76mm (7/8"x7"x0.03") 22 GALV. METAL 400mm (16") O.C. HORIZONTAL 600mm (24") O.C. VERTICAL. TYVEK OR EQUIVALENT AIR BARRIER, 9.5mm (3/8") EXTERIOR TYPE SHEATHING, 38x89 (2"x4") 400mm (16") O.C. (MAX. HEIGHT 3000mm 23 9'-10") WITH APPROVED DIAGONAL WALL BRACING. REFER TO NOTE 19 WHERE FLOOR EXISTS ABOVE GARAGE. PROVIDE WEEP 800mm (32") O.C. BOTTOM COURSE AND OVER OPENINGS. PROVIDE BASE FLASHING 24 UP MIN. 150mm (6") BEHIND BUILDING PAPER. BRICK TO BE MIN. 150mm (6") ABOVE FINISH GRADE. INTERIOR STUD PARTITIONS FOR BEARING PARTITIONS 38x mm (16") O.C. FOR 2 STOREYS 25 AND 300mm (12") O.C. FOR 3 STOREYS, NON-BEARING PARTITIONS 38x89 600mm (24") O.C. PROVIDE 38x89 (2"x4") BOTTOM PLATE AND 2/38x89 (2/2"x4") TOP PLATE. 13mm (1/2") INT. DRYWALL BOTH SIDES OF STUDS, 26 PROVIDE 38x140 (2"x6") STUDS/PLATES WHERE NOTED. FOUNDATION WALL/FOOTINGS: -SEE OBC mm (10") POURED CONC. FDTN. WALL 25MPa (3600psi) WITH BITUMINOUS DAMPPROOFING AND OPT. DRAINAGE LAYER. DRAINAGE LAYER REQ. WHEN BASEMENT INSUL. EXTENDS 900 (2'-11") BELOW FIN. GRADE. ON 500x155 (22"x6") CONTINUOUS KEYED CONC. FTG. R/W 2-15M BARS CONT. BRACE FDTN. WALL PRIOR TO BACKFILLING. ALL FOOTINGS SHALL REST ON NATURAL UNDISTURBED SOIL OR COMPACTED ENGINEERED FILL, WITH MIN. BEARING CAPACITY OF 150kPa OR GREATER. IF SOIL BEARING DOES NOT MEET MINIMUM CAPACITY, ENGINEERED FOOTINGS ARE REQUIRED. FINISHED RAILING ON PICKETS SPACED MAXIMUM 100mm (4") BETWEEN PICKETS. CLEARANCE BETWEEN HANDRAIL AND SURFACE BEHIND IT TO BE 50 MM (2") MIN. HANDRAILS TO BE CONTINUOUS EXCEPT AT NEWEL POST AT CHANGES OF DIRECTION. GUARDS -OBC INTERIOR GUARDS: 900mm (2'-11") MIN. EXTERIOR GUARDS: 1070mm (3'-6") MIN. EXTERIOR RAILINGS 810mm (32") HIGH WHERE DISTANCE FROM PORCH TO FIN. GRADE IS LESS THAN 600mm (24"). 900mm (36") WHERE DISTANCE EXCEEDS 600mm (24"). 1070mm (42") HIGH RAILINGS IS REQUIRED WHERE DISTANCE EXCEEDS 1800mm (71"). 38x89 (2"x4") SILL PLATE WITH 13mm (1/2") DIA. ANCHOR BOLTS 200mm (8") LONG, EMBEDDED MIN. 100mm (4") INTO 2400mm (7'-10") O.C., CAULKING OR 25 (1") MIN. MINERAL WOOL BETWEEN PLATE AND TOP OF FDTN. WALL. USE NON-SHRINK GROUT TO LEVEL SILL PLATE WHEN REQUIRED. RSI 2.11 (R12) MINERAL FIBRE BLANKET INSULATION w/ 6 mil. AIR/VAPOUR BARRIER (MAX. 150 FLAME SPREAD RATING) OR RSI 2.11 (R12) INSULATION WITH 38x89 600mm (2'-0") O.C. WOOD STRAPPING AND 6 mil. AIR/ VAPOUR BARRIER (MAX 150 FLAME SPREAD RATING) TO 200mm (8") MAX. ABOVE BASEMENT SLAB. PROVIDE 0.7 kg/m³ (No. 15) BLDG. PAPER BETWEEN FOUNDATION WALL AND INSULATION. BEARING STUD PARTITION 38x140 (2"x6") 400mm (16") O.C. 38x140 (2"x6") SILL PLATE ON DAMPPROOFING MATERIAL, 13mm (1/2") DIA. ANCHOR BOLTS 200mm (8") LONG, EMBEDDED MIN. 100mm (4") INTO 2400mm (7'-10") O.C. 100mm (4") HIGH CONC. CURB ON 350x155 (14"x6") CONC. FOOTING. ADD HORIZ. BLOCKING AT MID-HEIGHT IF WALL IS UNFINISHED. STEEL BASEMENT COLUMN (SEE O.B.C ) 89mm(3-1/2") DIA x 3.0mm(0.118) SINGLE WALL TUBE TYPE 2 ADJUSTABLE STL. COL. W/ MAX. ALLOWABLE LOAD OF 71.2kN (16,000lbs.) AT A MAX. EXTENSION OF 2318mm (7'-7 1/2") CONFORMING TO CAN/CGSB , AND WITH 150x150x9.5 (6"x6"x3/8") STL. PLATE TOP & BOTTOM. 870x870x410 (34"x34"x16") CONC. FOOTING ON UNDISTURBED SOIL OR ENGINEERED FILL CAPABLE OF SUSTAINING A PRESSURE OF 150 Kpa. MINIMUM AND AS PER SOILS REPORT. STEEL BASEMENT COLUMN (SEE O.B.C ) 89mm(3-1/2") DIA x 4.78mm(.188) FIXED STL. COL. OR ADJUSTABLE STL. COL. WITH A MAX. ALLOWABLE LOAD OF 108.6kN (24,000lbs.) WITH 150x150x9.5 (6"x6"x3/8") STL. TOP & BOTTOM PLATE ON 1070x1070x460 (42"x42"x18"). CONC. FOOTING ON UNDISTURBED SOIL OR ENGINEERED FILL CAPABLE OF SUSTAINING A PRESSURE OF 150 Kpa. MIN. AND AS PER SOILS REPORT. STEEL COLUMN 90mm(3-1/2") DIA x 4.78mm(.188) NON-ADJUSTABLE STL. COL. TO BE ON 150x150x9.5 (6"x6"x3/8") STEEL TOP PLATE, & BOTTOM PLATE. BASE PLATE 120x250x12.5 (4 1/2"x10"x1/2") WITH 2-12mm DIA. x 300mm LONG x50mm HOOK ANCHORS (2-1/2"x12"x2") FIELD WELD COL. TO BASE PLATE. BEAM POCKET OR 300x150 (12"x6") POURED CONC. NIB WALLS. MIN. BEARING 90mm (3-1/2") 19x89 (1"x4") CONTINUOUS WOOD STRAPPING BOTH SIDES OF STEEL BEAM. GARAGE SLAB 100mm (4") 32MPa (4640psi) CONC. SLAB WITH 5-8 % AIR ENTRAINMENT ON OPT. 100 (4") COARSE GRANULAR FILL WITH COMPACTED SUB-BASE OR COMPACTED NATIVE FILL. SLOPE TO FRONT AT 1 % MIN. 13mm (1/2") GYPSUM BD. ON WALL AND CEILING BETWEEN HOUSE AND GARAGE, RSI 3.87 (R22) IN WALLS, RSI 5.46 (R31) IN CEILING. TAPE AND SEAL ALL JOINTS GAS TIGHT. DOOR AND FRAME GASPROOFED. DOOR EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. PER OBC PRECAST CONCRETE STEP OR WOOD STEP WHERE NOT EXPOSED TO WEATHER. MAX. RISE 200mm (7-7/8") MIN. TREAD 250mm (9-1/2") CAPPED DRYER EXHAUST VENTED TO EXTERIOR. (USE 100mm 4" Ø SMOOTH WALL METAL VENT PIPE OBC (7)) ATTIC ACCESS HATCH 545x610 (21 1/2"x24") & MIN. AREA OF 0.32 sq.m. (3.44 sq.ft.) WITH WEATHERSTRIPPING. RSI 8.8 (R50) RIGID INSUL. BACKING. FIREPLACE CHIMNEYS -OBC TOP OF FIREPLACE CHIMNEY SHALL BE 915mm (3'-0") ABOVE THE HIGHEST POINT AT WHICH IT COMES IN CONTACT WITH THE ROOF AND 610mm (2'-0") ABOVE THE ROOF SURFACE WITHIN A HORIZ. DISTANCE OF 3050mm (10'-0") FROM THE CHIMNEY. LINEN CLOSET, 4 SHELVES MIN. 350mm (14") DEEP. MECHANICAL EXHAUST FAN, VENTED TO EXTERIOR, TO PROVIDE AT LEAST ONE AIR CHANGE PER HOUR. STEEL BEARING PLATE FOR MASONRY WALLS 280x280x16 (11"x11"x5/8") STL. PLATE FOR STL BEAMS AND 280x280x12 (11"x11"x1/2") STL. PLATE FOR WOOD BEAMS BEARING ON CONC. BLOCK PARTYWALL, ANCHORED WITH 2-19mm (3/4") x 200mm (8") LONG GALV. ANCHORS WITHIN SOLID BLOCK COURSE. LEVEL WITH NON-SHRINK GROUT. OR SOLID WOOD BEARING FOR WOOD STUD WALLS SOLID BEARING TO BE AT LEAST AS WIDE AS THE SUPPORTED MEMBER. SOLID WOOD BEARING COMPRISED OF BUILT-UP WOOD STUDS TO BE CONSTRUCTED IN ACCORDANCE WITH OBC (2). FOUNDATION UNSUPPORTED OPENINGS U.L.C. RATED CLASS "B" VENT 610mm (2'-0") ABOVE THE POINT IN CONTACT 5a M BARS IN TOP PORTION OF WALL (UP TO 8'-0" OPENING) WITH THE ROOF FOR SLOPES UP TO 9/12, REFER TO THE ONTARIO GAS -3-20M BARS IN TOP PORTION OF WALL (UP TO 8'-0" TO 10'-0" OPENING) UTILIZATION CODE M BARS IN TOP PORTION OF WALL (UP TO 10'-0" TO 15'-0" OPENING) BEARING WOOD POST (BASEMENT) -BARS STACKED VERTICALLY AT INTERIOR FACE OF WALL 29 -BARS TO HAVE MIN. 2" (50mm) CONCRETE COVER 3-38x140 (3-2"x6") BUILT-UP-POST ON METAL BASE SHOE ANCHORED -BARS TO EXTEND 2'-0" (600mm) BEYOND BOTH SIDES OF OPENING TO CONC. WITH 12.7 DIA. BOLT, 610x610x300 (24"x24"x12") CONC. FTG. 10 STEPPED FOOTINGS OBC mm (4") DIA. WEEPING TILE 150mm (6") CRUSHED 30 STONE OVER AND AROUND WEEPING TILES. MIN. HORIZ. STEP = 610mm (24"). MAX. VERT. STEP = 610mm (24") FOR FIRM SOILS. 400mm (16") MAX. STEP FOR SAND AND GRAVEL. BASEMENT SLAB SLAB ON GRADE 80mm (3")MIN. 25MPa (3600psi) CONC. SLAB ON 100mm (4") COARSE GRANULAR 31 MIN. 100mm (4") CONCRETE SLAB ON GRADE ON 100mm (4") COARSE FILL, OR 20MPa. (3000psi) CONC. WITH DAMPPROOFING BELOW SLAB. GRANULAR FILL. REINFORCED WITH 6x6-W2.9xW2.9 MESH PLACED NEAR MID-DEPTH OF SLAB. CONC. STRENGTH 32 MPa (4640 psi) WITH 5-8 % AIR EXPOSED FLOOR TO EXTERIOR ENTRAINMENT ON COMPACTED SUB-GRADE. PROVIDE RSI 5.46 (R31) INSULATION, APPROVED VAPOUR BARRIER AND DIRECT VENTING GAS FURNACE VENT CONTINUOUS AIR BARRIER, FINISHED SOFFIT. 32 DIRECT VENT FURNACE TERMINAL MIN. 900mm (36") FROM A GAS ATTIC INSULATION REGULATOR. MIN. 300mm (12") ABOVE FIN. GRADE, FROM ALL OPENINGS, EXHAUST AND INTAKE VENTS. HRV INTAKE TO BE A MIN. OF 1830mm (6'-0") RSI 8.81 (R50) ROOF INSULATION AND APPROVED VAPOUR BARRIER, 16mm FROM ALL EXHAUST TERMINALS. REFER TO GAS UTILIZATION CODE. (5/8") INT. DRYWALL FINISH OR APPROVED EQUAL. DIRECT VENTING GAS FIREPLACE VENT ALL STAIRS/EXTERIOR STAIRS -OBC DIRECT VENT GAS FIREPLACE. VENT TO BE A MINIMUM 300mm (12") FROM ANY OPENING AND ABOVE FIN. GRADE. REFER TO GAS UTILIZATION CODE. (UNIFORM RISE & RUN IN A GIVEN RUN TO WITHIN 5mm (3/16")) MAX. RISE = 200 (7-7/8") LANDING = 900 (2'-11") SUBFLOOR, JOIST STRAPPING AND BRIDGING 34 MIN. RUN = 210 (8-1/4") STAIR = 800 (2'-8") 20mm (3/4") T & G SUBFLOOR ON WOOD FLOOR JOISTS. FOR CERAMIC TILE MIN. TREAD = 235 (9-1/4") MIN. STAIR WIDTH = 860 (2'-10") APPLICATION (* SEE OBC *) 6mm (1/4") PANEL TYPE UNDERLAY UNDER MAX. NOSING = 25 (1") FOR CURVED STAIRS RESILIENT & PARQUET FLOORING. (-* SEE OBC *) ALL JOISTS TO BE BRIDGED WITH 38x38 (2"x2") CROSS BRACING OR SOLID 2100mm MIN. HEADROOM = 1950 (6'-5") MIN. RUN = 150 (6") (6'-11") O.C. MAX. ALL JOISTS TO BE STRAPPED WITH 19x mm MIN. AVG. RUN = 200 (8") (6'-11") O.C. UNLESS A PANEL TYPE CEILING FINISH IS APPLIED. EXPOSED BUILDING FACE -OBC EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 45 min. WHERE LIMITING DISTANCE IS LESS THAN 1.2M (3'-11"). WHERE THE LIMITING DISTANCE IS LESS THAN 600mm (1'-11") THE EXPOSING FACE SHALL BE CLAD IN NON-COMBUSTIBLE MATERIAL. COLD CELLAR PORCH SLAB 36 FOR MAX mm (8'-2") PORCH DEPTH(SHORTEST DIM.), 125mm (4 7/8") 32MPa (4640psi) CONC. SLAB WITH 5-8 % AIR ENTRAINMENT. REINF. WITH 10M 200mm (7 7/8") O.C. EACH WAY IN BOTTOM THIRD OF SLAB, MIN. 30mm (1 1/4") COVER, 600x600 (23 5/8" x23 5/8") 600mm (23 5/8") O.C., ANCHORED IN PERIMETER FDTN. WALLS. SLOPE SLAB MIN. 1.0 % FROM WALL. SLAB TO HAVE MIN. 75mm 3" BEARING ON FDTN WALL. PROVIDE (L7) LINTELS OVER CELLAR DOOR. WITH 100mm (4") END BEARING OBC 2012 Contractor must verify all dimensions on the job and report any discrepancy to ADG prior to proceeding with the work. Drawings are copyrighted and shall not be reproduced, sited or used in any way without the permission of ADG. Drawings are NOT to be scaled. THE FDTN. WALL SHALL NOT BE REDUCED TO LESS THAN 90mm (3-1/2") 37 THICK TO A MAX. DEPTH OF 600mm (24") AND SHALL BE TIED TO THE FACING MATERIAL WITH METAL TIES SPACED 200mm (8") O.C. VERTICALLY AND 900mm (36") O.C. HORIZONTALLY. FILL SPACE BETWEEN WALL AND FACING SOLID WITH MORTAR. CONVENTIONAL ROOF FRAMING 38 38x140 (2"x6") 400mm (16"O.C.), FOR MAX 11'7" SPAN, 38x184 (2"x8") RIDGE BOARD. 38x89 (2"x4") COLLAR TIES AT MIDSPANS. CEILING JOISTS TO BE 38x89 400mm (16") O.C. FOR MAX. 2830mm (9'-3") SPAN & 38x mm (16") O.C. FOR MAX. 4450mm (14'-7") SPAN. RAFTERS FOR BUILT-UP ROOF TO BE 38x89 600mm (24") O.C. WITH A 38x89 (2"x4") CENTRE POST TO THE TRUSS BELOW, LATERALLY BRACED AT 1800mm (6'-0") O.C. VERTICALLY. TWO STOREY WALLS - DOUBLE VOLUME 39 FOR A MAXIMUM 5300 mm (17'-4") STUD LENGTH, AND MAXIMUM SUPPORTED ROOF TRUSS LENGTH OF 6.0m. PROVIDE 2-38x140 (2-2"x6") SPR.#2 CONTIN. 300mm (12") O.C. (TRIPLE UP AT EVERY THIRD DOUBLE STUD FOR BRICK) C/W 9.6 (3/8") THICK EXT. PLYWOOD SHEATHING. PROVIDE SOLID WOOD BLOCKING BETWEEN WOOD 1220 mm (4'-0") O.C. VERTICALLY. -FOR HORIZ. DISTANCES NOT EXCEEDING 2900 mm (9'-6"), PROVIDE 38x140 (2"x6") 400 (16") O.C. WITH CONTINUOUS 2-38x140 (2-2"x6")TOP PLATE x140 (1-2"x6") BOTTOM PLATE & MINIMUM OF 3-38x184 (3-2"x8") CONT. HEADER AT GRND. CEILING LEVEL TOE-NAILED & GLUED AT TOP, BOTTOM PLATES AND HEADERS. 40 TYPICAL 1 HOUR RATED PARTYWALL. REFER TO DETAILS FOR TYPE AND SPECIFICATIONS. FOUNDATION WALL (W.O.D./W.O.B.) 41 FOR LATERAL SUPPORT WHERE GRADE TO T/O BASEMENT SLAB EXCEEDS 1200mm (3'-11") FOR 200mm (8") or 1400mm (4'-7") FOR 250mm (10") POURED CONC. FOUNDATION WALL PROVIDE VERTICAL 38x140 (2"x6") WOOD 400 (16") o.c. MATCH FLOOR JOIST SPACING WHEN PARALLEL WITH FLOOR JOISTS. [RAMSET BOTTOM PLATE TO SLAB & FASTEN TOP OF WALL TO FLOOR JOIST AND ALSO TIED TO 38x (12") o.c. KNEE WALL]. REFER TO DETAIL 2 pg.d1 FOR CLARITY. EXTERIOR WALLS FOR WALK-OUT CONDITIONS 42 THE EXTERIOR BASEMENT STUD WALL TO BE 38x140 (2"x6") 400mm (16") o.c. WINDOWS MINIMUM BEDROOM WINDOW -OBC AT LEAST ONE BEDROOM WINDOW ON A GIVEN FLOOR IS TO HAVE MIN. 0.35m2 UNOBSTRUCTED GLAZED OR OPENABLE AREA WITH MIN. CLEAR WIDTH OF 380 mm (1'-3"). EACH BEDROOM TO HAVE UNOBSTRUCTED GLAZED AREA NO LESS THAN 5% OF ROOM AREA. WINDOW GUARDS -OBC A GUARD IS REQUIRED WHERE THE TOP OF THE WINDOW SILL IS LOCATED LESS THAN 480mm (1'-7") ABOVE FIN. FLOOR AND THE DISTANCE FROM THE FIN. FLOOR TO THE ADJACENT GRADE IS GREATER THAN 1800mm (5'-11") SOIL GAS CONTROL (OBC 9.13) PROVIDE CONSTRUCTION TO PREVENT LEAKAGE OF SOIL GAS INTO THE BUILDING IF REQUIRED. STUD WALL REINFORCEMENT FOR FUTURE GRAB BARS IN MAIN 43 BATHROOM. REINFORCEMENT TO STUD WALLS SHALL BE INSTALLED ADJACENT TO WATER CLOSET AND SHOWER OR BATHTUB IN MAIN BATHROOM. REFER TO OBC , (1)(d) & (1)(f) INSULATE EDGE OF BELOW GRADE CONC. SLAB TO A MINIMUM OF mm (24") BELOW GRADE. w/ MIN RSI (R10) (ie. 2" RIGID INSULATION) DOOR SCHEDULE EXT. DOOR 815 x 2030 x 45 (2'-8" x 6'-8" x 1-3/4") INSULATED MIN. RSI 0.7 (R4) 1A EXT. DOOR 865 x 2030 x 45 (2'-10" x 6'-8" x 1-3/4") INSULATED MIN. RSI 0.7 (R4) 915 x 2030 x 45 (3'-0" x 6'-8" x 1-3/4") 1B EXT. DOOR INSULATED MIN. RSI 0.7 (R4) 760 x 2335 x 45 (2'-6" x 6'-8" x 1-3/4") 1C EXT. DOOR INSULATED MIN. RSI 0.7 (R4) 815 x 2030 x 45 (2'-8" x 6'-8" x 1-3/4") 1D EXT. DOOR INSULATED MIN. RSI 0.7 (R4), DOOR & FRAME GASPROOFED, DOOR EQUIPPED w/ SELF CLOSING DEVICE & WEATHERSTRIPPING INT. DOOR 815 x 2030 x 35 (2'-8" x 6'-8" x 1-3/8") 815 x 2030 x 45 (2'-8" x 6'-8" x 1-3/4") 20 2A EXT. DOOR MIN. RATED DOOR AND FRAME, WITH APPROVED SELF CLOSING DEVICE. 2B EXT. DOOR 815 x 2030 x 45 (2'-8" x 6'-8" x 1-3/4") INT. DOOR 760 x 2030 x 35 (2'-6" x 6'-8" x 1-3/8") 3A INT. DOOR 710 x 2030 x 35 (2'-4" x 6'-8" x 1-3/8") INT. DOOR 610 x 2030 x 35 (2'-0" x 6'-8" x 1-3/8") 4A INT. DOOR 660 x 2030 x 35 (2'-2" x 6'-8" x 1-3/8") INT. DOOR 460 x 2030 x 35 (1'-6" x 6'-8" x 1-3/8") LINTEL / BEAM SCHEDULE L1 2/2"x8" (2/38x184) SPR.#2 L5 2/2"x12" (2/38x286) SPR.#2 B1 3/2"x8" (3/38x184) SPR.#2 B5 3/2"x12" (3/38x286) SPR.#2 B2 4/2"x8" (4/38x184) SPR.#2 B6 4/2"x12" (4/38x286) SPR.#2 B7 5/2"x8" (5/38x184) SPR.#2 B9 5/2"x12" (5/38x286) SPR.#2 L3 2/2"x10" (2/38x235) SPR.#2 L7 90 x 90 x 6.0 (3 1/2 x 3 1/2 x 1/4 L) B3 3/2"x10" (3/38x235) SPR.#2 L8 90 x 90 x 8.0 (3 1/2 x 3 1/2 x 5/16 L) B4 4/2"x10" (4/38x235) SPR.#2 L9 100 x 90 x 6.0 (4 x 3 1/2 x 1/4 L) B8 5/2"x10" (5/38x235) SPR.#2 L x 90 x 8.0 (5 x 3 1/2 x 5/16 L) L x 90 x 10.0 (5 x 3 1/2 x 3/8 L) L x 100 x 10.0 (6 x 4 x 3/8 L) LAMINATED VENEER LUMBER (LVL) BEAM SCHEDULE LVL2 2.0E 1-1 3/4" x 9 1/2" (1-45x240) LVL7 2.0E 3-1 3/4" x 11 7/8" (3-45x300) LVL4 2.0E 2-1 3/4" x 9 1/2" (2-45x240) LVL9 2.0E 4-1 3/4" x 11 7/8" (4-45x300) LVL5 2.0E 3-1 3/4" x 9 1/2" (3-45x240) LVL10 2.0E 1-1 3/4" x 14" (1-45x355) LVL8 2.0E 4-1 3/4" x 9 1/2" (4-45x240) LVL11 2.0E 2-1 3/4" x 14" (1-45x355) LVL3 2.0E 1-1 3/4" x 11 7/8" (1-45x300) LVL12 2.0E 3-1 3/4" x 14" (1-45x355) LVL6 2.0E 2-1 3/4" x 11 7/8" (2-45x300) LVL13 2.0E 4-1 3/4" x 14" (1-45x355) LEGEND: FLOOR DRAIN FLAT ARCH HOSE BIB MEDICINE CABINET DOUBLE JOIST CONCRETE BLOCK WALL TRIPLE JOIST DOUBLE VOLUME LAMINATED VENEER WALL. SEE NOTE LUMBER SOLID BEARING FROM ABOVE POINT LOAD FROM CENTRAL VACUUM ABOVE OUTLET PRESSURE TREATED SOLID WOOD BEARING LUMBER GIRDER TRUSS BY ROOF TRUSS MANUF. SMOKE ALARM -O.B.C PROVIDE AT LEAST ONE PER FLOOR, ONE IN EACH SLEEPING AREA, AND IN A LOCATION BETWEEN THE SLEEPING ROOMS AND THE REMAINDER OF THE STOREY (ie. HALLWAY). ALARMS TO BE CONNECTED TO AN ELECTRICAL CIRCUIT AND SUPPLIED WITH BATTERY BACKUP, AND INTERCONNECTED TO ACTIVATE ALL ALARMS IF ONE SOUNDS. CARBON MONOXIDE DETECTOR -O.B.C ** CHECK LOCAL BY-LAWS FOR REQUIREMENTS ** CARBON MONOXIDE DETECTOR(S) CONFORMING TO CAN/CGA-6.19 SHALL BE INSTALLED ON OR NEAR THE CEILING OF EACH FLOOR IN EACH DWELLING UNIT ADJACENT TO EACH SLEEPING AREA. CARBON MONOXIDE DETECTOR(S) SHALL BE PERMANENTLY WIRED WITH NO DISCONNECT SWITCH, WITH AN ALARM THAT IS AUDIBLE WITHIN BEDROOMS WHEN THE INTERVENING DOORS ARE CLOSED. TABLE A COMPLIANCE PACKAGE COMPONENT CEILING WITH ATTIC SPACE MINIMUM RSI (R)-VALUE CEILING WITHOUT ATTIC SPACE MINIMUM RSI (R)-VALUE EXPOSED FLOOR MINIMUM RSI (R)-VALUE WALLS ABOVE GRADE MINIMUM RSI (R)-VALUE BASEMENT WALLS MINIMUM RSI (R)-VALUE BELOW GRADE SLAB ENTIRE SURFACE >600 mm BELOW GRADE MINIMUM RSI (R)-VALUE EDGE OF BELOW GRADE SLAB <600 mm BELOW GRADE MINIMUM RSI (R)-VALUE HEATED SLAB OR SLAB < 600 mm BELOW GRADE MINIMUM RSI (R)-VALUE WINDOWS AND SIDING GLASS DOORS MAXIMUM U-VALUE SKYLIGHTS MAXIMUM U-VALUE SPACE HEATING EQUIPMENT MINIMUM AFUE HRV MINIMUM EFFICIENCY DOMESTIC HOT WATER HEATER MINIMUM EF 8.81 (R50) 5.46 (R31) 5.46 (R31) 3.87 (R22) 2.11 (R12) 1.76 (R10) 1.76 (R10) % 60% THORNRIDGE THORNHILL, ONTARIO BUILDING AREAS AREA SF AREA m2 GROUND FLOOR AREA 3524 SF SECOND FLOOR AREA 4354 SF (327.4 m2) (404.5 m2) SUBTOTAL 7878 SF (731.9 m2) DEDUCT ALL OPEN AREAS 150 SF (13.9 m2) TOTAL NET AREA 7728 SF (717.9 m2) COVERAGE FRONT PORCH AREA 130 SF REAR DECK AREA 586 SF 4335 SF (402.7 m2) (12.1 m2) (54.4 m2) TOTAL NET COVERAGE 5051 SF (469.2 m2) LIST OF DRAWINGS 1. BASEMENT FLOOR PLAN 2. GROUND FLOOR PLAN 3. SECOND FLOOR PLAN 4. FRONT & REAR ELEVATION 5. RIGHT & LEFT ELEVATION 7800 SF 28 THORNRIDGE GENERAL NOTES 1. ALL DRAWINGS AND SPECIFICATIONS IS AN INSTRUMENT OF SERVICE AND REMAIN THE EXCLUSIVE PROPERTY OF ARC DESIGN GROUP DEVELOPMENT SERVICES INC. AND ARE PROTECTED UNDER THE COPYRIGHT ACT. THEY MAY NOT BE REPRODUCED, DISTRIBUTED, ALTERED OR SUBMITTED FOR APPROVALS WITHOUT WRITTEN PERMISSION OF THE DESIGNER. 2. ONLY VERIFIED FINAL DRAWINGS BEARING THE STAMP "FOR CONSTRUCTION PURPOSE" SHALL BE USED ON THE JOB SITE. DRAWINGS WITHOUT THE STAMP ARE CONSIDERED PRELIMINARY DRAWINGS ONLY. 3. ALL WORK INHERENT TO THIS PROJECT SHALL BE PERFORMED ACCORDING TO THE ONTARIO BUILDING CODE, THE NATIONAL BUILDING CODE AND OTHER GOVERNING BODIES HAVING JURISDICTION. 4. ALL DIMENSIONS ARE TAKEN FROM FACES OF EXTERIOR WALLS AND ALL MASONRY WALLS. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS & DIMENSIONS, ANY DISCREPANCIES ARE TO BE REPORTED TO ARC DESIGN GROUP DEVELOPMENT SERVICES INC. BEFORE COMMENCING THE WORK. 6. NO MODIFICATION OF THE PLANS SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF ARC DESIGN GROUP DEVELOPMENT SERVICES INC. 7. DIMENSIONS ON DRAWINGS SHALL PREVAIL OVER SCALE. 8. THE APPROVAL OF SHOP DRAWINGS IS NOT INTENDED FOR THE PROTECTION OF THE CONTRACTOR OR SUBCONTRACTOR; THEREFORE, IT DOES NOT RELIEVE THE CONTRACTOR OR SUBCONTRACTOR FROM THE NECESSITY OF CONFORMING TO THE INFORMATION CONTAINED IN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS, ELECTRICAL AND MECHANICAL DRAWINGS, SPECIFICATIONS AND THE REQUIREMENTS OF THE ONTARIO BUILDING CODE OR OTHER GOVERNING BODY HAVING JURISDICTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE ORIGINAL DRAWINGS, IF NOT AUTHORIZED WITH A WRITTEN CHANGE ORDER BY THE ARCHITECT REVISED HEIGHT ISSUED FOR C OF A ISSUED FOR REVIEW PROJECT ARBINT SIGNATURE HOMES 28 THORNRIDGE THORNHILL, ONTARIO adg Arc Design Group a r c h i t e c t u r a l m e c h a n i c a l p l a n n i n g tel: fax: arcdesign@rogers.com I, PETER JARUCZIK DECLARE THAT I HAVE REVIEWED AND TAKE DESIGN RESPONSIBILITY FOR THE DESIGN WORK ON BEHALF OF ARC DESIGN GROUP DEVELOPMENT SERVICES LTD. UNDER DIVISION C, PART 3, SUBSECTION OF THE BULDING CODE. I AM QUALIFIED, AND THE FIRM IS REGISTERED, IN THE APPROPRIATE CLASSES/CATEGORIES. Qualified Designer BCIN: Firm BCIN: Date: NOVEMBER, 2016 Signature: DRAWN BY: SCALE: JE CHECKED BY: DATE: PJJ SHEET TITLE TITLEPAGE AS NOTED DEC 2016 PROJECT NO.: DRAWING NO.: T J - REVISED December 27, 2016 A026/17

13 GROUND FLOOR PLAN 3/16" = 1'-0" 7800 SF 28 THORNRIDGE GENERAL NOTES 1. ALL DRAWINGS AND SPECIFICATIONS IS AN INSTRUMENT OF SERVICE AND REMAIN THE EXCLUSIVE PROPERTY OF ARC DESIGN GROUP DEVELOPMENT SERVICES INC. AND ARE PROTECTED UNDER THE COPYRIGHT ACT. THEY MAY NOT BE REPRODUCED, DISTRIBUTED, ALTERED OR SUBMITTED FOR APPROVALS WITHOUT WRITTEN PERMISSION OF THE DESIGNER. 2. ONLY VERIFIED FINAL DRAWINGS BEARING THE STAMP "FOR CONSTRUCTION PURPOSE" SHALL BE USED ON THE JOB SITE. DRAWINGS WITHOUT THE STAMP ARE CONSIDERED PRELIMINARY DRAWINGS ONLY. 3. ALL WORK INHERENT TO THIS PROJECT SHALL BE PERFORMED ACCORDING TO THE ONTARIO BUILDING CODE, THE NATIONAL BUILDING CODE AND OTHER GOVERNING BODIES HAVING JURISDICTION. 4. ALL DIMENSIONS ARE TAKEN FROM FACES OF EXTERIOR WALLS AND ALL MASONRY WALLS. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS & DIMENSIONS, ANY DISCREPANCIES ARE TO BE REPORTED TO ARC DESIGN GROUP DEVELOPMENT SERVICES INC. BEFORE COMMENCING THE WORK. 6. NO MODIFICATION OF THE PLANS SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF ARC DESIGN GROUP DEVELOPMENT SERVICES INC. 7. DIMENSIONS ON DRAWINGS SHALL PREVAIL OVER SCALE. 8. THE APPROVAL OF SHOP DRAWINGS IS NOT INTENDED FOR THE PROTECTION OF THE CONTRACTOR OR SUBCONTRACTOR; THEREFORE, IT DOES NOT RELIEVE THE CONTRACTOR OR SUBCONTRACTOR FROM THE NECESSITY OF CONFORMING TO THE INFORMATION CONTAINED IN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS, ELECTRICAL AND MECHANICAL DRAWINGS, SPECIFICATIONS AND THE REQUIREMENTS OF THE ONTARIO BUILDING CODE OR OTHER GOVERNING BODY HAVING JURISDICTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE ORIGINAL DRAWINGS, IF NOT AUTHORIZED WITH A WRITTEN CHANGE ORDER BY THE ARCHITECT REVISED HEIGHT ISSUED FOR C OF A ISSUED FOR REVIEW PROJECT ARBINT SIGNATURE HOMES 28 THORNRIDGE THORNHILL, ONTARIO adg Arc Design Group a r c h i t e c t u r a l m e c h a n i c a l p l a n n i n g tel: fax: arcdesign@rogers.com I, PETER JARUCZIK DECLARE THAT I HAVE REVIEWED AND TAKE DESIGN RESPONSIBILITY FOR THE DESIGN WORK ON BEHALF OF ARC DESIGN GROUP DEVELOPMENT SERVICES LTD. UNDER DIVISION C, PART 3, SUBSECTION OF THE BULDING CODE. I AM QUALIFIED, AND THE FIRM IS REGISTERED, IN THE APPROPRIATE CLASSES/CATEGORIES. Qualified Designer BCIN: Firm BCIN: Date: NOVEMBER, 2016 Signature: DRAWN BY: SCALE: JE AS NOTED CHECKED BY: DATE: PJJ NOV 2016 SHEET TITLE GROUND FLOOR PLAN PROJECT NO.: DRAWING NO.: A2 REVISED December 27, 2016 A026/17

14 SECOND FLOOR PLAN 3/16" = 1'-0" 7800 SF 28 THORNRIDGE GENERAL NOTES 1. ALL DRAWINGS AND SPECIFICATIONS IS AN INSTRUMENT OF SERVICE AND REMAIN THE EXCLUSIVE PROPERTY OF ARC DESIGN GROUP DEVELOPMENT SERVICES INC. AND ARE PROTECTED UNDER THE COPYRIGHT ACT. THEY MAY NOT BE REPRODUCED, DISTRIBUTED, ALTERED OR SUBMITTED FOR APPROVALS WITHOUT WRITTEN PERMISSION OF THE DESIGNER. 2. ONLY VERIFIED FINAL DRAWINGS BEARING THE STAMP "FOR CONSTRUCTION PURPOSE" SHALL BE USED ON THE JOB SITE. DRAWINGS WITHOUT THE STAMP ARE CONSIDERED PRELIMINARY DRAWINGS ONLY. 3. ALL WORK INHERENT TO THIS PROJECT SHALL BE PERFORMED ACCORDING TO THE ONTARIO BUILDING CODE, THE NATIONAL BUILDING CODE AND OTHER GOVERNING BODIES HAVING JURISDICTION. 4. ALL DIMENSIONS ARE TAKEN FROM FACES OF EXTERIOR WALLS AND ALL MASONRY WALLS. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS & DIMENSIONS, ANY DISCREPANCIES ARE TO BE REPORTED TO ARC DESIGN GROUP DEVELOPMENT SERVICES INC. BEFORE COMMENCING THE WORK. 6. NO MODIFICATION OF THE PLANS SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF ARC DESIGN GROUP DEVELOPMENT SERVICES INC. 7. DIMENSIONS ON DRAWINGS SHALL PREVAIL OVER SCALE. 8. THE APPROVAL OF SHOP DRAWINGS IS NOT INTENDED FOR THE PROTECTION OF THE CONTRACTOR OR SUBCONTRACTOR; THEREFORE, IT DOES NOT RELIEVE THE CONTRACTOR OR SUBCONTRACTOR FROM THE NECESSITY OF CONFORMING TO THE INFORMATION CONTAINED IN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS, ELECTRICAL AND MECHANICAL DRAWINGS, SPECIFICATIONS AND THE REQUIREMENTS OF THE ONTARIO BUILDING CODE OR OTHER GOVERNING BODY HAVING JURISDICTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE ORIGINAL DRAWINGS, IF NOT AUTHORIZED WITH A WRITTEN CHANGE ORDER BY THE ARCHITECT REVISED HEIGHT ISSUED FOR C OF A ISSUED FOR REVIEW PROJECT ARBINT SIGNATURE HOMES 28 THORNRIDGE THORNHILL, ONTARIO adg Arc Design Group a r c h i t e c t u r a l m e c h a n i c a l p l a n n i n g tel: fax: arcdesign@rogers.com I, PETER JARUCZIK DECLARE THAT I HAVE REVIEWED AND TAKE DESIGN RESPONSIBILITY FOR THE DESIGN WORK ON BEHALF OF ARC DESIGN GROUP DEVELOPMENT SERVICES LTD. UNDER DIVISION C, PART 3, SUBSECTION OF THE BULDING CODE. I AM QUALIFIED, AND THE FIRM IS REGISTERED, IN THE APPROPRIATE CLASSES/CATEGORIES. Qualified Designer BCIN: Firm BCIN: Date: NOVEMBER, 2016 Signature: DRAWN BY: SCALE: JE AS NOTED CHECKED BY: DATE: PJJ NOV 2016 SHEET TITLE SECOND FLOOR PROJECT NO.: DRAWING NO.: A3 REVISED December 27, 2016 A026/17

15 NEW January 3, 2017 A026/17

16 RIGHT ELEVATION 3/16" = 1'-0" LEFT ELEVATION 3/16" = 1'-0" 7800 SF 28 THORNRIDGE GENERAL NOTES 1. ALL DRAWINGS AND SPECIFICATIONS IS AN INSTRUMENT OF SERVICE AND REMAIN THE EXCLUSIVE PROPERTY OF ARC DESIGN GROUP DEVELOPMENT SERVICES INC. AND ARE PROTECTED UNDER THE COPYRIGHT ACT. THEY MAY NOT BE REPRODUCED, DISTRIBUTED, ALTERED OR SUBMITTED FOR APPROVALS WITHOUT WRITTEN PERMISSION OF THE DESIGNER. 2. ONLY VERIFIED FINAL DRAWINGS BEARING THE STAMP "FOR CONSTRUCTION PURPOSE" SHALL BE USED ON THE JOB SITE. DRAWINGS WITHOUT THE STAMP ARE CONSIDERED PRELIMINARY DRAWINGS ONLY. 3. ALL WORK INHERENT TO THIS PROJECT SHALL BE PERFORMED ACCORDING TO THE ONTARIO BUILDING CODE, THE NATIONAL BUILDING CODE AND OTHER GOVERNING BODIES HAVING JURISDICTION. 4. ALL DIMENSIONS ARE TAKEN FROM FACES OF EXTERIOR WALLS AND ALL MASONRY WALLS. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS & DIMENSIONS, ANY DISCREPANCIES ARE TO BE REPORTED TO ARC DESIGN GROUP DEVELOPMENT SERVICES INC. BEFORE COMMENCING THE WORK. 6. NO MODIFICATION OF THE PLANS SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF ARC DESIGN GROUP DEVELOPMENT SERVICES INC. 7. DIMENSIONS ON DRAWINGS SHALL PREVAIL OVER SCALE. 8. THE APPROVAL OF SHOP DRAWINGS IS NOT INTENDED FOR THE PROTECTION OF THE CONTRACTOR OR SUBCONTRACTOR; THEREFORE, IT DOES NOT RELIEVE THE CONTRACTOR OR SUBCONTRACTOR FROM THE NECESSITY OF CONFORMING TO THE INFORMATION CONTAINED IN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS, ELECTRICAL AND MECHANICAL DRAWINGS, SPECIFICATIONS AND THE REQUIREMENTS OF THE ONTARIO BUILDING CODE OR OTHER GOVERNING BODY HAVING JURISDICTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE ORIGINAL DRAWINGS, IF NOT AUTHORIZED WITH A WRITTEN CHANGE ORDER BY THE ARCHITECT REVISED HEIGHT ISSUED FOR C OF A ISSUED FOR REVIEW PROJECT ARBINT SIGNATURE HOMES 28 THORNRIDGE THORNHILL, ONTARIO adg Arc Design Group a r c h i t e c t u r a l m e c h a n i c a l p l a n n i n g tel: fax: arcdesign@rogers.com I, PETER JARUCZIK DECLARE THAT I HAVE REVIEWED AND TAKE DESIGN RESPONSIBILITY FOR THE DESIGN WORK ON BEHALF OF ARC DESIGN GROUP DEVELOPMENT SERVICES LTD. UNDER DIVISION C, PART 3, SUBSECTION OF THE BULDING CODE. I AM QUALIFIED, AND THE FIRM IS REGISTERED, IN THE APPROPRIATE CLASSES/CATEGORIES. Qualified Designer BCIN: Firm BCIN: Date: NOVEMBER, 2016 Signature: DRAWN BY: CHECKED BY: SHEET TITLE JE PJJ SCALE: DATE: RIGHT ELEVATION LEFT ELEVATION AS NOTED NOV 2016 PROJECT NO.: DRAWING NO.: A5 REVISED December 27, 2016 A026/17

17 January 19, 2017 City of Vaughan Committee of Adjustment File Number: A026/17 28 Thornridge Drive This is to file our objection of application for minor variance. Propose: 1. To permit maximum building height of 13.0 meters This proposal, if granted, would impact the quality of life we are used to for the past 21 years. The adjacent building s height (as well as depth) at 13.0 m would block morning sun and shade our patio and swimming pool. This proposal, if granted, may also dwarf other homes in the immediate neighbourhood. We notice the proposed basement height to be 11ft and the roof being of a very high and sloped. We believe that minor alterations in these two items would not impact the proposed design and could therefore meet the by-law height of 9.5 m. Gabor Weisz 36 Thornridge Drive Thornhill, On L4J 1C8

18 memorandum To: From: Todd Coles, Committee of Adjustment Secretary Treasurer Mauro Peverini, Interim Director of Development Planning Date: January 16, 2017 Name of Owner: Location: Arkadi Bretgoltz PLAN RP4061 Lot 5 municipally known as 28 Thornridge Drive File No.(s): A026/17 Proposed Variance(s): 1. To permit a maximum building height of 13.0 metres. 2. To permit a maximum lot coverage of 28% (dwelling at 24%, porches and covered deck at 4%). 3. To permit a maximum driveway width of 10.5 metres. By-Law Requirement(s): 1. A maximum building height of 9.5 metres is permitted. 2. A maximum lot coverage of 20.0% is permitted. 3. A maximum driveway width of 9.0 metres is permitted. Official Plan: VOP 2010: "Low-Rise Residential". The proposal conforms to the Official Plan. Comments: The Owner is requesting permission to construct a two-storey detached dwelling with the above-noted variances. The subject lands contain an existing one-storey dwelling will be demolished. The Development Planning Department has concerns regarding the proposed maximum building height and proposed maximum lot coverage. The requested maximum building height of 13 m, and maximum lot coverage of 28% is considerably high for the immediate area, and cannot be supported. The proposed dwelling coverage exceeds the maximum allowable coverage of 23% within the R1V Old Village Residential Zone. Further, the subject lands contain existing mature trees which may be affected by the proposed development. The Owner must submit a Arborist Report,Tree Inventory, and Tree Replacement and Planting Plan, which is to be reviewed and approved to the satisfaction of the Urban Design and Cultural Heritage Division. The Owner is advised that the removal of any private tree(s) are subject to the Private Property Tree By-law (By-law No ), which prohibits the destruction of trees with a diameter of 20 centimeters or more without a permit. The Development Planning Department recommends adjournment until such time as the Owner has an opportunity to revise the proposal to reduce the maximum lot coverage, maximum building height, and submit an Arborist Report, Tree Inventory, and Tree Replacement and Planting Plan. Recommendation: The Development Planning Department recommends adjournment of the application. Conditions of Approval: If the committee finds merit in the application, the following conditions of approval are recommended: None Comments Prepared by: Natalie Wong, Planner Christina Napoli, Senior Planner Development Planning Department City of Vaughan 2141 Major Mackenzie Drive Vaughan, ON L6A 1T1 T: F: Page 1

19 2141 Major Mackenzie Drive Vaughan, Ontario Canada L6A 1T1 (905) To: From: Committee of Adjustment Pia Basilone, Building Standards Department Date: December 16, 2016 Name of Owner: Location: Arkadi Bretgoltz PLAN RP4061 Lot 5 municipally known as 28 Thornridge Drive File No.(s): A026/17 Zoning Classification: Proposal: The subject lands are zoned R1V 9(662) under By-law 1-88 as amended 1. To permit a maximum building height of metres. 2. To permit a maximum lot coverage of 28.0% (dwelling 24.0%, porches/decks 4.0%). 3. To permit a maximum driveway width of 10.5 metres. By-Law Requirements: 1. A maximum building height of 9.5 metres is permitted. 2. A maximum lot coverage of 20.0% is permitted. 3. A maximum driveway width of 9.0 metres is permitted. Staff Comments: Stop Work Order(s) and Order(s) to Comply: There are no outstanding Orders on file Building Permit(s) Issued: A Building Permit has not been issued. The Ontario Building Code requires a building permit for structures that exceed 10m2 Other Comments: 1. The applicant requests a maximum building height of 12.0 metres; however, the statistics indicate metres to midpoint and metres to highest point. Please provide a bird's eye roof plan. Building height shall be measured from the average finished grade at the front of the building. If more than 10% of the roof is flat, height shall be measured to the highest point. Please confirm. 2. A minimum of 50% of the front yard shall be landscaped. Of that 50%, 60% shall be soft landscaping. Please provide these calculations for our review. 3. The elevations do not indicate the eave and gutter projection. Eaves and gutters may encroach a maximum of 0.50 metres into a required yard. Please provide this information. The applicant shall be advised that additional variances may be required on review of detailed drawing for building permit. * Comments are based on the review of documentation supplied with this application. Page 1 of 2

20 COMMITTEE OF ADJUSTMENT 2141 MAJOR MACKENZIE DRIVE, VAUGHAN, ONTARIO L6A 1T1 PHONE: (905) FAX: (905) To: From: Committee of Adjustment Various Departments and Agencies Date: 17 January 2017 Name of Owner: Arkadi Bretgoltz Location: Part of Lot 30 of Concession 1 (Lot 5 of Registered Plan 4061), municipally known as 28 Thornridge Road, Thornhill. File No.(s): A026/17 Zoning Classification: The subject lands are zoned R1V 9(662) under By-law 1-88 as amended Proposal: 1. To permit a maximum building height of 13.0 metres. 2. To permit a maximum lot coverage of 28.0% (dwelling 24.0%, porches/decks 4.0%). 3. To permit a maximum driveway width of 10.5 metres. By-Law Requirements: 1. A maximum building height of 9.5 metres is permitted. 2. A maximum lot coverage of 20.0% is permitted. 3. A maximum driveway width of 9.0 metres is permitted. Public Comment(s): Engineering Comment(s): Prepared by: Matthew Velasco There are no comments associated with this application Engineering Condition(s): There are no conditions associated with this application Finance Comment(s): Prepared by: Nelson Pereira There are no comments associated with this application Finance Condition(s): There are no conditions associated with this application * Comments are based on the review of documentation supplied with this application. Page 1 of 1

21 Date: January 10 th, 2017 Attention: RE: Todd Coles Request for Comments File No.: A Related Files: Applicant: Location Arkadi Bretgoltz 28 Thornridge Road 1

22 COMMENTS: PowerStream has received and reviewed the proposed Variance Application. This review, however, does not imply any approval of the project or plan. All proposed billboards, signs, and other structures associated with the project or plan must maintain minimum clearances to the existing overhead or underground electrical distribution system as specified by the applicable standards, codes and acts referenced. In the event that construction commences, and the clearance between any component of the work/structure and the adjacent existing overhead and underground electrical distribution system violates the Occupational Health and Safety Act, the customer will be responsible for 100% of the costs associated with PowerStream making the work area safe. All construction work will be required to stop until the safe limits of approach can be established. In the event construction is completed, and the clearance between the constructed structure and the adjacent existing overhead and underground electrical distribution system violates the any of applicable standards, acts or codes referenced, the customer will be responsible for 100% of PowerStream s cost for any relocation work. References: Ontario Electrical Safety Code, latest edition (Clearance of Conductors from Buildings) Ontario Health and Safety Act, latest edition (Construction Protection) Ontario Building Code, latest edition (Clearance to Buildings) PowerStream (Construction Standard 03-1, 03-4), attached Canadian Standards Association, latest edition (Basic Clearances) If more information is required, please contact either of the following: Mr. Barry N. Stephens Mr. Tony D Onofrio Commercial & Industrial Services Supervisor Supervisor, Subdivisions & New Services Phone: ext Phone: ext Fax: Fax: barry.stephens@powerstream.ca tony.donofrio@powerstream.ca 2

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25 Providence, Lenore Subject: Attachments: FW: A026/17-28 Thornridge Road, Minor Variance, Vaughan A Circulation.pdf From: Hurst, Gabriellee [mailto:gabrielle.hurst@york.ca] Sent: January : 37 PM To: Providence, Lenore; Attwala, Pravina; MacPherson, Adrianaa Subject: FW: A026/17-28 Thornridge Road, Minor Variance, Vaughan Good Afternoon Lenore, The Regional Municipality of York has reviewed the above Minor Variance application and has no objection. Regards, Gabrielle Gabrielle Hurst, MCIP. RPP. C.Tech Programs and Process Improvement Section Planning and Economic Development Branch Corporate Services The Regional Municipality of York Yonge Street Newmarket, ON L3Y 6Z1 O ext gabrielle.hurst@york..ca Our Values: Integrity, Commitment, Accountability, Respect, Excellence 1