zoning data keyplan | morriston, on sheet index consultants i€¦ · 8. where applicable; supply...

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104 Shirley Avenue. Barrie, ON L4N 1N4cell: 647.607.7920 office: 705.417.2751email: [email protected]

THOMSON | ARCHITECTURE, INC

Cover Sheet

45 Queen St. Additionproject no. 1816#Client Company47 Queen St. (Hwy 6)MorristonON#Client Postcode

General Information

Proposed Construction Plans

Elevations

Building Sections

Wall Sections

Schedules

3D Documents

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Cover SheetNotes & LegendsConstruction AssembliesOBC Matrix & Code Notes

Foundation PlansConstruction Floor PlansFloor Framing Plans

ElevationsFraming Elevations

Building SectionsBuilding Sections

Wall Sections

Door ScheduleWindow SchedulesRoom Finish Schedules

Framing SchematicFraming Schematic

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Keyplan | Morriston, ONZoning Data Sheet Index

Structural EngineerContact Engineering68 Boon AvenueToronto, ON. [email protected]

Geotechnical EngineerN/A

LandscapeN/A

Mechanical & Electrical EngineerTBD

45 Q

ueen

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Addit

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45 Queen Street

Zoning Information & Stats

Site Area: 748 sm Req'd: 1390smSite Zoning: HR (Hamlet Residential)Frontage: 15.09m* Rq'd: 25mMax. Coverage: 30% Prop. 10.5% + 8% =18.5% (Residence & ADU Combined)Landscaped Area: 83.3% Req'd: 30%

FYSB: 1.97m* Rq'd: 10mRYSB: 31.66m Rq'd: 7.5mCSYSB: 0 + 7.01m* Req'd: 4+1m

Max. Ht. N/A Prop. 9mMin. Gross Floor Area: 90sm Prop. 158sm (StoneBarn) + 60sm (ADU) = 218sm

Building Use: Single Family Residence(s) + ADUBuilding Area (OBC): COccupancy Group (OBC): CConstruction: CombustibleSprinklers: Not Sprinklered

LEGAL DESC'N: Zone 31, Parcel06030000

PER OBC: (To Be Confirmed by Septic Designer)Req'd Septic Tiling: (1)x 115m trench (1x 2,000 l/day)Req'd Dist. b/t Well/Septic: 50' (@

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Issued for Coordination

Issued for Client Review

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2019-09-23

2018-07-28

1. Copyright of this drawing is reserved by the Architect. The drawing and all associated documentsare an instrument of service by the Architect. The drawing and the information contained thereinmay not be reproduced in whole or in part without prior written permission of the Architect.

2. These Contract Documents are the property of the Architect. The Architect bears noresponsibility for the interpretation of these documents by the Contractor. Upon written application,the Architect will provide written/graphic clarification or supplementary information regarding theintent of the Contract Documents. If Construction Administration services are included in theArchitect's scope of work, The Architect will review Shop Drawings submitted by the Contractor fordesign conformance only.

3. Drawings are not to be scaled for construction. The Contractor is to verify all existing conditionsand dimensions required to perform the work and report any discrepancies with the ContractDocuments to the Architect before commencing or continuing with any work.

4. Positions of exposed finished mechanical or electrical devices, fittings, and fixtures may beindicated on architectural drawings. The locations shown on the architectural drawings govern overthe Mechanical and Electrical drawings. Those items not clearly located will be located as directedby the Architect. General and construction notes are intended to apply at all locations affected bythe work. For locations of work refer to structural, mechanical and electrical documents, in additionto architectural.

5. These drawings are not to be used for construction unless noted below as "Issuance: ForConstruction" and countersigned by the Architect.

6. All work is to be carried out in conformance with the most current Building Code and Bylaws ofthe authorities having jurisdiction. All plumbing and drainage work to conform to current Ontarioregulations. All electrical work to conform to Ontario Hydro Electrical Safety Code as amended.

7. The Architect of these plans and specifications gives no warranty or representation to any partyabout the constructability of the building(s) represented by them. All contractors or subcontractorsmust satisfy themselves when bidding and at all times ensure that they can properly construct thework represented by these plans.

© Andy Thomson, M.Arch. OAA Architect.

Revision04



Notes & Legends


CONSTRUCTION NOTES1. Drawings: All Architectural drawings are to be read in conjunction with that of other consultant drawings for coordinationof trades. Notes on this page apply to all other Architectural pages.

2. Dimensions are to face of structures and not finishes UNO. Dimensions shown in room label stamps are to face offinished walls UNO.

3. Tiled Areas:

• All tile to be min. 1/2" Porcelain material UNO • Apply 1/2" cementitious tile backer to all wall surfaces to receive tile UNO. • All tile to use Laticrete systems and accessories for thin-set mortar, hydro-ban membranes, epoxy grout, etc. • All tile edging, transitions, and exterior corners to use Schluter anodized aluminum profiles UNO. • Where ceramic tile is specified use matching ceramic cove tile base transition profile at all corners & threshold UNO. • Where applicable, Shower tile over built-up mortar base sloped to drain at 4% typ. • Tile to be installed on min.1/2" mortar setting bed over Concrete Structural Slab or Deck or on 1 1/2" concrete topping

[w/ wire mesh reinforcing at mid-depth] over min. 3/4" T&G plywood screwed and glued on floor joists UNO. • For wood-frame buildings, construct shower/tub base & thresholds from pressure-treated lumber c/w cut-end

treatment UNO. • Where applicable* cover shower base, threshold framing and entire washroom or wet-areas floors with waterproof

membrane (ie. Schluter Ditra bond-breaker) and extend min. 8" up walls UNO. • *A tile bond-breaker is required (ie. Schluter Ditra bond-breaker) over any framed floor system to limit cracking • Extend Tile Baseboard min. 8" up all walls where noted but; • Extend Wall Tile to height of door head casing UNO. • Wall tiles use thin-set mortar and epoxy tile grout system. • Thin–set mortar and grout system: Laticrete Spectralock PRO Premium Epoxy (In colour selected by consultant) No

substitutions. • All work to be installed in accordance with manufacturer's directions and in accordance with TTMAC specifications. • Refer to Room Finish Schedule Sheet for Tile Brand, Format, Colour and Grout Colours • Colour match any/all caulking or sealants to grout colour UNO.

4. Provide moisture-resistant GWB at all partitions in wet areas not receiving tile, such as kitchens, bathrooms, janitorclosets except where GWB forms part of a fire separation or UNO.

5. Where varying thicknesses of GWB or other partitions abut, faces shall be flush and plumb UNO.

6. Carry all partition studs to underside of structure above (allow for structural deflection where req'd) UNO, and whereacoustic separation is to be maintained between suites, full construction assembly including insulation must becontinuous to U/S of structure, irrespective of ceiling height.

7. Install water closets in accordance with OBC section 3.8.3.9.

8. Where applicable; Supply and install all washroom accessories and fixtures noted. All barrier-free fixtures and accessoriesto be installed in accordance with OBC section 3.8.3.8. Securely anchor grab bars and other accessories to wall toresist all required loads (typ 1.3kN) and to meet OBC Section 3.8 "Barrier-Free Design" requirements.

9. Provide 3/4" let-in (recessed) plywood support blocking in walls for wall mounted fixtures, accessories and grab bars (towithstand transferred weight required) between min. & max. mounting heights per OBC. Align wall mounted fixtures and accessories with wall tile joints, keeping within max and min dimensions per OBC. Blocking to be providedfor future grab bars as noted.

10.Insulate any exposed pipes and ducts as required to limit condensate and heat trace any pipes subject to freezing.

11.Supply and install all fixtures, accessories and washroom components per Manufacturer's specifications.

12.Install all doors to requirements of OBC 3.8. All doors in barrier free path of travel to permit min. 860mm clear unencumbered width, and to be provided with power door operators and Universal button activators on both sideswhere required by OBC. A qualified hardware consultant is required to specify hardware for all doors noted.

13.Sealants   Compatible Sealants to be installed in good workman-like manner including, but not limited to:   • Door frames   • Thresholds for doors   • Junctions of all dissimilar materials or systems   • Interface of cabinet millwork with walls, floors and tiles UNO ie. intended 'splash gaps'

• Wall bases at floor and wall   • Plumbing fixtures and adjacent surfaces

14.Fire stop Fire stop to be carried out in good construction practice including, but not limited to: • Top and bottom of rated wall assemblies • Gaps at junctions of fire protection rated columns and beams • Vertical and horizontal surrounding service penetrations through a fire separation • Each trade is responsible for fire stopping around their penetration thru a rated wall or floor (as required). • Putty back and stuff w. mineral batt insulation any electrical outlets in a Fire Separation • Any exposed electrical wiring to be armoured cable or in GV conduits c/w appropriate fasteners • Each trade to provide details of rated fire stops to architect. • All wood blocking, framing & bulkheads to be constructed with same fire resistance as required by partition rating.

15.Pressure Treated Lumber: • All cut edges or faces of pressure treated lumber shall be primed prior to installation. • All framing at or above roof, including curbs, parapets, cant blocks, plywood, etc. to be of pressure-treated or

approved equivalent moisture and rot resistant materials UNO.

16.Any disturbed areas subject to renovations are to be patched and made good with compatible and matching materialsUNO.

17.Site Safety  Contractor solely responsible for maintaining site safety in and around the construction site, and must comply withOccupational Health and Safety Act and Regulations for Construction Projects. Contractor shall construct hoarding orfencing in compliance with the rules, regulations and practices required by the applicable construction safety legislationas required to protect the project, occupants and the general public.

18. Quality of Work All work is to be done in good workmanlike fashion and accord with best practices and manufacturer's instructions.

19. Garbage RemovalContractor is to maintain the work site in a tidy condition and safely store and remove waste on a frequent basis.

20.Foundation

• Footings shall be founded on native, inorganic, undisturbed soil capable of sustaining min 3,000 psf. of allowablebearing pressure UNO.

• Slope between stepped or adjacent footings shall be a max. of 7 vertical and 10 horizontal unless approved by soilengineer to be greater. Steps shall not exceed 2'-0" vertically.

• Exterior footings shall be founded at a level at least 5'-0" below fin. grade. • Contractor to carry allowances for all geotechnical and concrete inspections and testing • Contractor is responsible for all backfill and interim site grading ensuring that there is a positive slope away from the

building and that access to the rear of the site is possible. Refer to civil consultant drawings for site grading. • Install weep tile c/w with filter cloth at foundations over min. 6" compacted gravel base to limit soil fines and connect to

CB or downslope of building or as directed.

50mm

21.Slab on Grade

• Bedding for slab on grade to be a min. 8" thick layer of granular 'A' or 3/4" crusher run limestone, compacted to 98% standard proctordensity.

• Provide min. 6 mil polyethylene vapour barrier* between slab and granular bedding. • *Taped Ship-lapped XPS sub-slab insulation is considered an acceptable adequate vapour barrier • All slabs on grade shall be reinforced with WWM 6x6x6/6 placed 1" clear from bottom of slab UNO • Refer to OBC SB10 or SB12 for required R-values for insulation (ie. heated slabs w. radiant PEX floor require min. 2" SM/XPS continuous

insulation). • Power floated floors to be reinforced with fibreglass fibre admixture and be sealed w. Mapei WR40 Sealer. • Note: Residential Design Only: Passive Solar Designs require hydronic 'radiant PEX' lines to be continuous from South to North areas of

slab to allow for passive solar gains to be distributed to North area of slab during daytime peak solar gains. MEP Consultant to providesecond circuit for distribution pump so calls can come from thermostat (ie. as with fan-only control on conventional furnace) or fromboiler calls. DO NOT zone North and South as separate, isolated zones.

22.Concrete

• Cast in place concrete construction shall conform to the requirements of CAS standard CAN3-A23.1-M84. • All concrete shall have a min. compressive strength of 25 MPa at 28 days unless noted otherwise on plans. • Provide 7% air entrainment for all concrete exposed to weather. • Provide tooled joints or saw cuts to control cracking/expansion and broom finishes for all concrete slabs exposed to weather. • All reinforcing steel to be deformed bars conforming to CSA G30.12-M Grade 400 unless noted otherwise. • Cold weather concreting shall conform to CSA standard CAN3-A23.l-M84 and provide temporary enclosure and heating when required

(allowance for all Winter conditions to be carried by contractor in price as req'd). • Provide saw cuts as req'd by Structural or provide fibreglass reinforcement in slab admixture as alternate • Any exterior concrete walkways, patios or balconies shall be sloped min. 2% away from the building to facilitate drainage and integrate

drip edges where slab edges are exposed UNO

23.Masonry

• Masonry construction shall conform to CSA Standard CAN3-A371-M84. • All plain and reinforced masonry shall conform to CAN3-A165 series-M85 for CMU and CAN/CSA-A82.1-M87 for burned clay units. • All CMU shall have a min. ultimate compressive strength of 22 MPa on net area. • Mortar for all masonry walls shall be type 'S' as defined in CSA standard A179-M1976. • CMU walls shall be reinforced horiz. w/ standard 'blok-lok' at 16" OC vertically as per manfct. specs. • Reinforced masonry shall be grouted with 15 MPa concrete, 3/8" aggregate ('pea' gravel) w/ 8" slump.

24.Wood Framing [as per OBC 9.3.2.5]

• Moisture content of lumber shall not be more than 19% [as per OBC 9.3.2.6] • Lumber dimensions to be in conformance with CSA 0141 • A clearance of not less than 200mm [8"] shall be provided between the finished grade and the cladding that is adversely affected by

moisture, such as untreated wood, OSB, hardboard. • Sheathing membranes shall conform to CAN/CGSB-51.32m [all wood framing that is not pressure treated and is in contact with

concrete shall be separated from the concrete w/ approved closed cell foam gasketing [except where the wood member is at least300mm [12"] above grade]

• All joists to be bridged w/ 38mmx38mm [2”x2”] cross bridging or solid blocking at 2100mm [7'-10"] OC max. • Strapping shall be 19mmx164mm[1”x3”] spaced at 2100mm [7'-0"] OC where specified. • To fasten top-plates securely when walls run perpendicular to joist spans, provide blocking b/t joists spaced @1200mm [3’-11”] max. • Solid wood bearing comprised of built-up wood studs to be constructed in accordance w/ OBC 9.17.4.2(2) • Stud wall reinforcement for grab bars in washrooms shall be installed adjacent to toilets, shower, and bathtub in all washrooms. [as per

OBC 9.5.2.3, 3.8.3.8[1][d], 3.8.3.13[1][f] • Sub-flooring shall be as per OBC 9.23.14 and installed as per 9.23.3.5 • All floor finishes to be made level with adjacent floor finishes UNO. Max. allowable threshold is 13mm [1/2"] per OBC.

25.Finishes

• Commercial kitchen walls & ceiling to be lined with approved, prefinished hygienic metal liner or approved alternate mounted on min. 1/2"plywood using pan screws in white or approved hygienic equivalent.

• All finish-side GWB to receive taping, mudding, sanded flush, with min. 1 coat primer & 2 coats premium latex paint - aka. P1 finish (typ.)except where other materials noted.

• All high traffic areas to use SS corner guards to ht. of top of door casing UNO.

26.Flashing

• Installation of flashing shall conform to OBC 9.27.3.8. All flashing shall be GVM UNO. cladding [as per OBC 9.27.4] UNO • Caulking shall be provided at vertical joints between different cladding materials unless the joint is suitably lapped or flashed to prevent

the entry of rain. [OBC 9.27.2] • Drips below window sills shall be provided w/ outward slope and a drip located not less than 25mm [1"] from the wall surface • The attachment of cladding shall be as per OBC 9.27.5 • Custom architectural, heavy-duty 18ga GVM flashings as noted shall not be substituted by light guage and/or aluminum products • Spray foam at window framing/openings is to limit air infiltration/exfiltration only and shall never be relied on as window opening flashing.

Contractor must provide appropriate soft flashing or ALU or GV metal flashings at all openings PRIOR to installation of windows/doors. • All exterior cladding shall have a min. 10mm airspace backing to allow for drying, drainage and pressure-equilization without exception,

aka. 'Rain Screen' detailing, and shall be screened top and bottom as required, and flashed to provide positive exterior drainage.Drainage openings shall never be caulked.

27.Energy Efficiency, Fireplaces and Venting

• Fireplaces shall conform to OBC 9.22 [as per OBC 9.21.1.3] • Direct vent gas fireplace vent to be a min 300mm [12"] from any opening and AFG. • ULC rated "B" class vent 610mm [2'-0"] above the point in contact w/ the roof for slopes up to 9:12 [refer to gas utilization code]. • Direct venting gas furnace vent direct vent furnace terminal min.900mm [36"] from gas regulator min.300mm[12"] AFG, from all

openings, exhaust and intake vents. • HRV intake to be min. 1830mm[6'-0"] from all exhaust terminals. [refer to gas utilization code] [as per OBC 9.32.3.5 and 9.32.3.10] • Washroom and kitchen mechanical exhaust to be connected to HRV, noting all req'd clearances (ie. min 6' from range) • HRV to be installed, insulated and balanced by HRAI licensed professional and per HRAI and manufacturer specifications, CSA-F326-

M91 and as per OBC 9.32.3.11&12 and OBC6.2.1.6 (efficiency) • Controls: Airthings Wave+ c/w Radon & CO2 monitoring, programmed with IFTTT trigger to call HRV operation via Nest/Ecobee4

Thermostats at levels over 600ppm to 450ppm or RH of 60% or greater, OAA • Drain Water Heat Recovery (DWHR) units (42% Efficiency) shall be installed as required by OBC SB12 3.1.1.12 at any/all showers except

where there is no vertical storey/crawlspace to accommodate the DWHR

28.Glazing

• All doors and windows to conform to minimum values required by SB10/SB12 for the noted building type or better, c/w triple-glazedpanes, non-conductive glazing spacers, insulated gas fills, low-e coatings and thermally broken frames and sashes OAA

• Types of glass, thickness, tempering, laminations etc. shall be governed by OBC Table 9.6.1.3 for glass in Doors, and any glazing thatcould be mistaken for a door (such as sidelights wider than 500mm, glass curtain wall extending to within 900mm of AFG) shall bear thesame requirements.

• It is the responsibility of the door & window manufacturer and supplier/installer to provide only glazed assemblies that meet or exceed allOBC and CSA requirements for structural sufficiency, thermal performance, type and protection of glass for the noted building

• Glass guards shall be tempered as per OBC 9.8.8.7 • Transparent Doors and Panels as per OBC 3.3.1.18: Non-transparent markers, guards or other fixtures shall be applied so that the

panel/door's existence and position is readily apparent

28.Stairs and handrails

• Guardrail/ handrail [as per OBC 9.8.7.1] • Handrails are required on at least one side of stairs or ramps less than 1100mm [3'-7"] in width • Handrails are required on both sides of stairs or ramps greater than 1100mm [3'-7"] in width • All guards secured in conformance to OBC standards [OBC 9.8.7.4] • Rail@int landing = 900mm [2'-11"] • Rail@int stair = 800mm [2'-7"] • Rail@ext landing [greater than 1800 above fin. grade] = 1070mm [3'-6"] • Rail@ext landing = 900mm [2'-11"] • Rail@ext stair = 900mm [2'-11"] • Vertical Pickets max. 100mm[4"] [OBC 9.8.7.5] UNO • Clearance of not less than 50mm [2"] is required between the handrail and the surface behind it. [OBC 9.8.8.1] • Guards are required if there is a difference in elevation greater than 600mm [24"] between the walking surface and any adjacent surface.

All stairs/ exterior stairs • max. rise = 200mm [7 7/8"] • min. run = 210mm [8 ¼"] • min. tread = 235mm [9 ¼"] • min. nosing = 25mm [1"] • min. headrm = 1950mm [6'-5"] • min. width = 860mm [2'-10"]for curved stairs: • min. run = 150mm[5 7/8"] • min. aver. run = 200mm[7 7/8"]

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Construction Assemblies


2x4

2x4

2x6

2x6

2x10

2x10

1'-4"

1'-4"

51/2

"1/

2"

35/8

"1/

2"7/

8"

117/

8"31

/2"

1'-4"

2'-0"

FR18

12.7 mm 03 | Cement Board (to 24" below AG)101.6 mm 07 | Insulation Continuous Mineral Batt1.6 mm 07 | Liquid Applied Dampproofing152.4 mm 03 | Concrete Structural

RR47

22.2 mm 07 | Galvalume Roof/Cladding19.1 mm 00 | Air Space + Wood Strapping3.2 mm 07 | Air Barrier (Vapour-Open, Self Adhered)12.7 mm 06 | Plywood88.9 mm 07 | Insulation Continuous Mineral Batt301.6 mm 06 | Wood Framing + Mineral Fibre Batts3.2 mm 07 | Certainteed Membrain Breathable AVB12.7 mm 06 | Plywood

W1d

15.9 mm 09 | Gypsum Board (Regular)89 mm 06 | Wood Framing 2xH15.9 mm 09 | Gypsum Board (Regular)

15.9 mm 09 | Gypsum Board (Type X)139.7 mm 06 | Wood Framing 2xH15.9 mm 09 | Gypsum Board (Type X)

W1d6

38.1 mm 06 | Structural Deck 89mm254 mm 06 | Wood Framing 2xH

F3a

22.2 mm 07 | Galvalume Roof/Cladding12.7 mm 00 | Air Space + Wood Strapping88.9 mm 07 | Insulation Continuous Mineral Batt3.2 mm 07 | Air Barrier (Vapour-Open, Self Adhered)12.7 mm 06 | Plywood139.7 mm 06 | Wood Framing + Mineral Fibre Batts3.2 mm 07 | Certainteed Membrain Breathable AVB19.1 mm 06 | Plywood

WR40

RR0

22.2 mm 07 | Galvalume Roof/Cladding19.1 mm 00 | Air Space3.2 mm 07 | Air Barrier (Vapour-Open, Self Adhered)12.7 mm 06 | Plywood38.1 mm 06 | Structural Deck 89mm

B1

203.2 mm 03 | Concrete Structural

F21

101.6 mm 03 | Concrete Structural76.2 mm 07 | 2lb Polyurethane203.2 mm 32 | Gravel 2

FR18 | Foundation Wall R18 - refer to Structural NA/NA

B1 | Proposed Ret. Wall (if req'd) - refer to Structural NA/NA

Plan ViewOBC/UL Assembly STC/FRRRR61.5 | Roof Rnom61.5 (Net-Zero) NA/NA

WR36 | Wall Rnom36 (Net Zero) NA/NA

Bulkhead - Ht. AFF as shown

2x6 Structural Decking (Profile 32)

1/2" Porcelain Tile

F3a - Proposed Mezzanine Floor Assembly NA/NARR0 | Roof Overhang/Soffit NA/NA W1d | Proposed Interior Walls NA/NA

W1d6 | Proposed Plumbing Partitions NA/NAPlan ViewOBC/UL Assembly STC/FRR

Roofs

Walls

Floors FinishesPlan ViewOBC/UL Assembly STC/FRR

1/2" Stone Tile

Engineered Laminate Floor

1/2" Porcelain Tile (Wet Areas)

Exterior Stamped Concrete

Engineered Laminate Floor(Herringbone)

Plan ViewOBC/UL Assembly STC/FRR

5" Structural Slab c/w Radiant Pex, 6/6 WWM

F21 - Proposed R21ci Slab On Grade Floor Assembly NA/NA

TILE WALLS: Substitute GWB for Cementitious Tile Backer (CTB) on any wall to receive tile finish or ADD CTB ifpart of a rated assembly.

CEILINGS: All GWB ceilings and stair soffit to be furred down from U/S floor joists or structure using 1/2"galvanized resilient channel spaced max. 600mm OC, and constructed with (2 layers) 5/8" "Type X" GWB. Joistcavities to be filled with Roxul Batt to acheive 45min. required rating and STC49. All electrical to be concealedwithin floor joist and wall cavities fully clad in GWB, otherwise cable must be enclosed in conduit. Ceilingmounted light fixtures to be SURFACE mounted - NO POT LIGHTS. ALL mechanical and plumbing penetrationsof the rated ceiling assembly shall be fire stopped without exception.

ELECTRICAL: All switches and outlets to be Lutron Decora OAA. All interior potlights to be removed andreplaced with surface mounted fixtures that shall accommodate Philips LED Edison base fixtures on dimmers.Switch and fixture locations to be coordinated on site with Finish Contractor and reviewed by architect. Outletand switch heights per OBC.

WALL NOTES: All walls go from bearing to underside of structure above UNOAll walls in contact with concrete to bear on PT sill plates c/w closed cell foam capillary break or approved eq.R-Values calculated for Effective R-Values of Assemblies assume min. R4 for 2x4 at 10% of assembly (typ). Noair films or other assembly layers contribute to Effective R below - only insultaion and framing. Actual Effective R-values for assemblies are higher than noted. Exterior SM is applied without furring and is therefore 'Rci' orContinuous Insulation.

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OBC Matrix & Code Notes


1 Project Description: Part 3 Part 9 Part 3 Part 9#45 Queen St. Morriston, ON. Single Family Residence Alteration & Addition New Part 11 1.1.2. [A] 1.1.2. [A] & 9.10.1.3

Addition (11.1 to 11.4)Est. Value of Contract: $400k Alteration

Change of Use2 Major Occupancies: Group 'C' Division: Residential Occupancy 3.1.2.1.(1) 9.10.2.3 Building Area Existing: 0 (sm) 0.00 (sf) 1.4.1.2. [A] 1.4.1.2. [A]

New: 59.00 (sm) 635.07 (sf)Total: 59.00 (sm) 635.07 (sf)

4 Gross Area (m2): Ground Floor: 59 (sm) 635.07 (sf) 1.4.1.2. [A] 1.4.1.2. [A]2nd Storey: 0 (sm) 0.00 (sf)Total: 59 (sm) 635.07 (sf)

5 Number of Storeys: Above Grade: 1 Below Grade: 0 1.4.1.2. [A], 3.2.1.1. 1.4.1.2. [A], 9.10.4.Mezzanine: 0% (storage loft 23%) 3.2.1.1.(3)

6 Number of Streets/Fire Fighter Access: 1 3.2.2.10. & 3.2.5. 9.10.20.7 Building Classification: Residence 3.2.2.20.-.83 9.10.28 Sprinkler System Proposed: entire building not required 3.2.2.20.-.83 9.10.8.2.

selected compartments 3.2.1.5.selected floor areas 3.2.2.17.basement in lieu of roof rating INDEX INDEX

9 Standpipe required: yes n/a 3.2.9. n/a10 Fire Alarm required: yes n/a 3.2.4. 9.10.18.11 Water Service/Supply is adequate: yes n/a 3.2.5.7. n/a12 High Building: yes n/a 3.2.6. n/a13 Construction Restrictions: Combustible Permitted 3.2.2.20.-.83 9.10.6.

Non-combustible requiredBoth Combustible & Non-combustible

Actual Construction: CombustibleNon-combustibleBoth Combustible & Non-combustible

14 Importance Category: low (1) normal (2) 4.1.2.1.(3), 5.2.2.1.(2) 9.4.1.1, 4.1.2.1.(3)high (3) post-disaster (4)

Geotechnical Report Available yes n/aSite Class (A, B, C, D, E from Geotech. Report): 4.1.8.4 4.1.8.4Earthquake importance factor (IE) Category: n/a T.4.1.8.5. T.4.1.8.5.Acceleration based coefficient (Fa) n/a T.4.1.8.4.B T.4.1.8.4.B5% Spectral Response Acceleration Sa(0.2): # n/a 4.1.8.4.(1), SB-1 T.1.2.4.1.8.4.(1), SB-1 T.1.2.Seismic Hazard Index: IEFaSa(0.2)= # n/a 4.1.8.18.(1) 4.1.8.18.(1)Design for Seismic Required for Categories 6 to 21. Table 4.1.1.18. (Equal or Above 0.35?) TBD 4.1.8.18.(2) 4.1.8.18.(2)

15 Mezzanine(s) Area: n/a Area: (sm) 3.2.1.1.(3) - (8) 9.10.4.1.16 Occupant load based on: m2/person design of building 3.1.17. 9.9.1.3.

Basement: n/a Occupancy n/a Load/PersonsMain Floor C Occupancy n/a Load/Persons 2 persons/1brSecond Floor: C Occupancy n/a Load/Persons 2 persons/1brThird Floor: n/a Occupancy n/a Load/PersonsRoof: n/a Occupancy n/a Load/Persons

17 Barrier-free Design: yes no (Explain) n/a 3.8. 9.5.2.18 Hazardous Substances: yes no 3.3.1.2. & 3.3.1.19. 9.10.1.3.(4)

19 Required Fire Resistance Rating (FRR): Horizontal Assemblies FRR Listed Design No. or Description (SG-2)3.2.2.20.-.83 & 3.2.1.4. & 3.2.2.17. 9.10.8. & 9.10.9.

Floors waived hrs - 3.2.2.47 (3&4)Roof - hrs -Mezzanine - hrs -

FRR of Supporting Members Listed Design No. or Description (SG-2)Floors waived hrs - 3.2.2.47 (3&4)Roof - hrs -Mezzanine - hrs -

20 Spacial Separation: Construction of Exterior Walls 3.2.3. 9.10.15.4

WallArea of EBF (sm) L.D.(m) L/H or H/L

Permitted Max.% Openings Prop. % Openings

North 19.1 2.0 3.6 17.0% 6%East 36.78 31.66 1.2 100.0% 12%South 51.65 5.32 7 57.0% 29%West 36.78 19.14 1.22 100.0% 29%

Wall FRR (Hours)Listed Design or Description

Comb. Constr.

Comb. Constr. Non-Comb. Cladding Non-comb. Constr. 9.10.14.5

North 1 No change from originalEast n/aSouth 0.75West n/a

21 Plumbing Fixture Requirements: Male/Female Count at 50%/50%, except as noted otherwise. Not ApplicableType Occ. Load BC Table # Fixtures Req’d. Fixtures Prop’d. Part 3 Part 9

Basement Occupancy: n/a - REF# - -Main Floor Occupancy: C 2 1 1 3.7.4.6 1 WC per 9 occupantsSecond Floor Occupancy: C - - - 3.7.4.7Third Floor Occupancy: n/a - - - -Barrier Free Washrooms n/a n/a 3.8.2.3.BUniversal Washrooms n/a n/a 3.8.2.3.A

22 Energy Efficient Design SB10 SB12 2.1.1.2.C Prescriptive Path Compliance Package AClimate Zone 1 HDD 4180

Required Proposed CommentsBasement Walls (effective R) RSI 3.52(Reff20) n/a

Walls above grade (effective R) RSI 5.11 (Reff29) RSI 5.2 (R29.7eff)per CWC Calculator, sub R15ci Rockwool for XPSci

Below Grade Slab (heated) (effective R) RSI 1.76 (R10) RSI 1.76 (R10)Roofs (effective R) RSI 5.46 (R31) RSI 10.9 (Rnom 48 + 14) well in excess of ReffDoors & Windows (max. U-value) 1.6 1.6 avg. of frame & glass, check EnergyStar ratingHRV Minimum Efficiency 55% 55% A Package Reqmt.Glazing Ratio as % of Total Walls Area 17% 19% Prescriptive option permissible up to 22%

23 Other

a: 104 Shirley Avenue, Barrie, ON L4N 1N4 e: [email protected] w: www.andythomson.ca c: 647.607.7920

THOMSON architecture INC 1932 | 45AQueen St. Morriston | OBC Matrix | Page of 1 1

DRAWING KEYNOTES

ROOM IDENTIFICATIONA = FLOOR FINISH TYPE2 = BASE FINISH TYPEC = WALL FINISH TYPE3 = CEILING FINISH TYPE

DETAIL REFERENCE

BUILDING SECTION/ELEVATION REFERENCE

WALL/PARTIAL SECTION

ELEVATION OF NOTED ELEMENT

NEW WALL AND DOOR

DEMOLISH WALL AND/OR DOOR

EXISTING WALL AND DOOR TO REMAIN

INTERIOR ELEVATION

NEW WALL TYPE

EXISTING WALL TYPE

DWG #PAGE #

AREAS SUBJECT TO DEMOLITION/REMOVAL

Room Name001

A 2 C 3

D01

E01

E01

1 : SCALEC4Drawing Title

0 20 mm 50mm

96" AFF

SCO

FD

SD

LD

TD

V

1 [T] 1932 | Morriston Appendix A (DD-CA).numbers-10. OBC Matrix 45ADU

XAY

XAY

XAY

XAY

2

3

4

1

#

EW

3000

W1

ACT ACOUSTICAL CEILING TILES & T-BAR SUSPENSION SYSTEMALU ALUMINUMAFF ABOVE FINISH FLOORAFG ABOVE FINISHED GRADEAPPROX APPROXIMATEA/V AUDIO VISUALAVB AIR/VAPOUR BARRIERBD BOARDB/F BARRIER FREEBHD BULKHEADB/T BETWEENCH COAT HOOKCR CARD READERC/W COMPLETE WITHCB CATCH BASINCJ CONTROL JOINTCI CONTINUOUS INSULATIONCIP CAST-IN-PLACE CONCRETECG CORNER GUARDCL CENTRE LINECLG CEILINGCNTR COUNTERC/C CENTRE TO CENTRECMU CONCRETE MASONRY UNITCOMM COMMUNICATIONCC CONCRETECOND CONDITIONCPT CARPETCT 1 COUNTERTOP TYPE 1 (VARIABLE)CTR CENTREDHW DOMESTIC HOT WATER HEATERDMPF DAMPROOFINGDIA DIAMETERDIM DIMENSIONDPTN DEMOUNTABLE PARTITIONDN DOWNDTL DETAILDWGS DRAWINGSEIFS EXTERIOR INSULATION & FINISH SYSTEMELEC ELECTRICALELEV ELEVATOREQ EQUALEL ELEVATIONEXP EXPOSEDEXT EXTERIOREXST EXISITNGEXST GR EXISTING GRADEF2F FLOOR TO FLOOR HEIGHTFRR FIRE RESISTANCE RATINGFD FLOOR DRAINFF FINISHED FLOORFG FINISH GRADEFO FINISHED OPENINGFHC FIRE HOSE CABINETFH FIRE HYDRANTFP FIREPLACEFR FIRE RATEDFSR FLAMESPREAD RATING - or - FLOOR SPACE RATIO (%)GA GAUGEGCA GROSS CONSTRUCTION AREAGFA GROSS FLOOR AREAGVM GALVANIZED METALGB 1 GRAB BAR TYPE 1 (VARIABLE)GLZ GLAZINGGLU LAM GLUE LAMINATED WOODGWB GYPSUM WALL BOARDHB HOSE BIBHD 1 HAND DRYER TYPE 1 (VARIABLE)HMD HOLLOW METAL DOORHMDF HOLLOW METAL DOOR & FRAMEHORIZ HORIZONTALHRV HEAT RECOVERY VENTILATORHVAC HEATING VENTILATION & AIR CONDITIONINGINT INTERIORJAN JANITORLCMU LIGHTWEIGHT CONCRET MASONRY UNITMFR REC MANUFACTURER'S RECOMMENDATIONMAX MAXIMUMMECH MECHANICALMTLF METAL FLASHINGMIN MINIMUMMRR 1 MIRROR TYPE 1 (VARIABLE)NIC NOT IN CONTRATNTS NOT TO SCALEN/A NOT APPLICABLEOC ON CENTREOCP OPEN CROTCH PANTYOF/CI OWNER FURNISHED/CONTRACTOR INSTALLEDOF/OI OWNER FURNISHED/OWNER INSTALLEDOH OVERHANGORD OVERFLOW ROOF DRAINOWSJ OPEN WEB STEEL JOISTPT PAINTPRKG PARKINGPTN PARTITIONPLYWD PLYWOODPCC PRECAST CONCRETEPREFIN PREFINISHPT PRESSURE TREATEDPL PROPERTY LINER RADIUS - or - RISER - or - THERMAL RESISTANCERLG RAILINGREC RECESSED - or - RECEPTACLERCP REFLECTED CEILING PLANREINF REINFORCEREQ'D REQUIREDRD ROOF DRAINRM ROOMRTS REFER TO STRUCTURALRO ROUGH OPENINGSCP SCUPPERSLNT SEALANTSECT SECTIONSW SIDEWALKSI SITE INSTRUCTIONSIM SIMILARSIP PU SPRAY IN PLACE PULYURETHANE INSULATIONSS STAINLESS STEELST STAIRSSTL JST STEEL JOISTSTOR STORAGESTRUCT STRUCTURALSATC SUSPENDED ACOUSTICAL TILE CEILINGTBV TO BE VERIFIED BY CONTRACTORTMPD GL TEMPERED GLASSTHK THICKNESSTHERM THERMAL GLAZING AS REQ'D BY OBC UNOTHRES THRESHOLDTHRU THROUGHTFA TO FLOOR ABOVETFB TO FLOOR BELOWTO TOP OF ____TOB TOP OF BEAMTOC TOP OF CONCRETETOC FTG TOP OF CONCRETE FOOTINGTOC WALL TOP OF CONCRETE WALLTOW TOP OF WALLTFF TOP OF FINISH FLOORTOF TOP OF FLOOR | TOP OF FOOTING | TOP OF FRAMINGTOFW TOP OF FOUNDATION WALLTOJ TOP OF JOISTTOM TOP OF MASONRYTOP TOP OF PARAPETTOS TOP OF SLAB | TOP OF STEELTYP TYPICALU/S UNDERSIDEUNO UNLESS NOTED OTHERWISEUR URINALU/S B UNDERSIDE OF BEAMU/S J UNDERSIDE OF JOISTU/S SD UNDERSIDE OF STRUCTURAL DECKVERT VERTICALVEST VESTIBULEVOC VOLATILE ORGANIC COMPOUNDWC WATER CLOSETWPM WATERPROOF MEMBRANEWP WATERPROOFINGWH WEEP HOLE - or - WALL HUNGWDMA WINDOW & DOOR MANUFACTURERS ASSOCIATIONWGL WIRED GLASSW/ WITHW/O WITHOUTWD WOOD | WOOD DOORWP WORKING POINTWRC WESTERN RED CEDARWT WEEPING TILE C/W FILTER CLOTH

ABBREVIATION LEGEND SYMBOLS LEGEND

FLOOR DRAIN

SINK/SHOWER DRAIN

LAUNDRY DRAIN

TOILET DRAIN

VENT STACK

WTWEEPING TILE C/W FILTER CLOTH

Indicates Smoke & CO detectors & alarms -Detectors: Single Family Residences onlyAlarms: Multi-unit buildings to be hard-wired and interconnected with batterybackup per OBC 9.10.19

A2.4

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Foundation Plans


1

C C

A A

B B

3 2

1'-81/8"1'-0"20'-0"1'-0"5'-91/8"

1'-2

3/4"

1'-0

"20

'-0"

1'-0

"1'

-23/

4"

WS1A5.03

4A5.02

4A5.02

#DrgID#LayID

#DrgID#LayID

WS6A5.03

WS7#LayID

NA4.01

EA4.01

SA4.01

WA4.01

Thickened Footing

4" Slab On Grade c/wRadiant Pex, 6/6 6x6 WWMOver min. 8" Compacted Granular A

1A5.01

Scale: 1/2" = 1'-0"1 House Main Floor Plan

A2.43 0 1' 2' 4'

A2.4

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Construction Floor Plans


W03

Sill

3'-0

"

4'-2"5'-101/2"

W01

Sill

3'-0

"

3'-0"3'-101/2"

W07

f

Sill

3'-0

"

4'-2"5'-101/2"

W05

Sill 4'-57/8"

3'-0

1/8"

3'-1

01/2

"

L&S INTDX

7'-5

"3'

-47/

8"

D-CL9

6'-7

1/4"

9'-6

"

DI6'-7"2'-8" DI6'-7"

2'-8"

W01

Sill 3'-0"

3'-0

"3'

-101

/2"

W01

Sill 3'-0"

3'-0

"1'

-101

/2"

DX

6'-7

"3'

-6"

D-CL

3

6'-71/4"3'-45/8"

1

C C

A A

B B

3 2

WW/D

Wilk

hahn

- Av

era

820/

21Ti

sch

Ges

tell:

51

Chr

omTi

schp

latte

: Gla

s10

0 x

100

x 40

cm

(L

x T

x H

)

9'-65/8"31/2"

3'-9"31/2"

9'-65/8"

63/8

"

12'-2

1/2"

31/2

"

10'-1

15/8

"63

/8"

63/8

"

15'-1

13/8

"51

/2"

7'-0

7/8"

63/8

"

25'-23/4"

25'-1

7/8"

31/2"2'-01/2"

5/8" 31/2" 15/8"7'-03/8"

41/8

"

24'-5

1/2"

41/8

"

45/8"24'-51/2"

45/8"

WS1A5.03

4A5.02

4A5.02

#DrgID#LayID

#DrgID#LayID

WS6A5.03

WS7#LayID

NA4.01

EA4.01

SA4.01

WA4.01

FR/FZ

Master104

9'-6" x 10'-10 1/2"A: 103.41 sq ft

Bath106

9'-5" x 6'-10"A: 54.76 sq ftMaster

1073'-7 1/2" x 11'-3 1/2"

A: 49.62 sq ft

Kitchen/Dining107

9'-11" x 15'-10 1/2"A: 160.42 sq ft

Living107

13'-6 1/2" x 11'-6"A: 159.29 sq ft

1A5.01

Proposed Room Schedule Addition (Net Area)

#

104

106

107

107

107

Room Name

Master

Bath

Master

Kitchen/Dining

Living

Area

103

55

50

160

159

527 sq ft

Ht.

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

Width

9'-6"

9'-5"

3'-73/4"

9'-103/4"

13'-61/2"

Length

10'-105/8"

6'-10"

11'-33/8"

15'-101/2"

11'-61/4"

Proposed Building Area (Gross Construction Area)

#

000

200

L001

L002

Room Name

GCA

Loft

Dogtrot

South Patio

Area

643

163

131

507


A2.44 0 1' 2' 4'

A2.4

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Revision04



Floor Framing Plans


1

C C

A A

B B

3 2

11 7/8" TJI 110

11 7/8" TJI 110

11 7/8" TJI 110

11 7/8" TJI 110

11 7/8" TJI 110

11 7/8" TJI 110

11 7/8" TJI 110

11 7/8" TJI 110

11 7/8" TJI 110

11 7/8" TJI 110

11 7/8" TJI 110

11 7/8" TJI 110

11 7/8" TJI 110

WS1A5.03

4A5.02

4A5.02

#DrgID#LayID

#DrgID#LayID

WS6A5.03

WS7#LayID

NA4.01

EA4.01

SA4.01

WA4.01

1A5.01


A2.45 0 1' 2' 4'

REFE

R TO

STR

UCTU

RAL

A4.0

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Elevations


321

Ground Floor7.00'

Loft/Roof15.00'

PROP. GRADE-6" BFF per OBC 9.15.4.6

PROP. GRADE-6" BFF per OBC 9.15.4.6

123

EXSTG. GRADE

A CB

Ground Floor7.00'

Loft/Roof15.00'

21'-1

11/8

"

8'-0

"13

'-111

/8"

HRV OUT

HRV IN

OPTIONAL600CFMEX. FAN

12

6

BC A

Ground Floor7.00'

Loft/Roof15.00'

EXSTG. GRADE

PROP. GRADE-6" BFF

0 2' 4' 8'SCALE: 1/4" = 1'-0"N North House Elevation

0 2' 4' 8'SCALE: 1/4" = 1'-0"S South House Elevation

0 2' 4' 8'SCALE: 1/4" = 1'-0"E East House Elevation

0 2' 4' 8'SCALE: 1/4" = 1'-0"W West House Elevation

A4.0

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Framing Elevations


321

Ground Floor7.00'

Loft/Roof15.00'

123

A CB

Ground Floor7.00'

Loft/Roof15.00'

8'-0

"11

'-101

/2"

12

6

BC A

Ground Floor7.00'

Loft/Roof15.00'

8'-0

"11

'-101

/2"

0 2' 4' 8'SCALE: 1/4" = 1'-0"N North House Elevation

0 2' 4' 8'SCALE: 1/4" = 1'-0"S South House Elevation

0 2' 4' 8'SCALE: 1/4" = 1'-0"E East House Elevation

0 2' 4' 8'SCALE: 1/4" = 1'-0"W West House Elevation

A5.0

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Revision04



Building Sections


BC A

05#LayID

07#LayID

Ground Floor7.00'

Ground Floor7.00'

Loft/Roof15.00'

Loft/Roof15.00'

1'-2

"2"

4"

7'-5

5/8"

45/8

"

7'-1

01/4

"9'-3

1/4"

Line of Avg. Grade

22.2 mm 07 | Galvalume Roof/Cladding12.7 mm 00 | Air Space + Wood Strapping88.9 mm 07 | Insulation Continuous Mineral Batt3.2 mm 07 | Air Barrier (Vapour-Open, Self Adhered)12.7 mm 06 | Plywood139.7 mm 06 | Wood Framing + Mineral Fibre Batts3.2 mm 07 | Certainteed Membrain Breathable AVB19.1 mm 06 | Plywood

22.2 mm 07 | Galvalume Roof/Cladding19.1 mm 00 | Air Space + Wood Strapping3.2 mm 07 | Air Barrier (Vapour-Open, Self Adhered)12.7 mm 06 | Plywood88.9 mm 07 | Insulation Continuous Mineral Batt301.6 mm 06 | Wood Framing + Mineral Fibre Batts3.2 mm 07 | Certainteed Membrain Breathable AVB12.7 mm 06 | Plywood

UNEXCAVATED

WT

06#LayID

04#LayID

0 1' 2' 4'SCALE: 1/2" = 1'-0"1 Section 1

A5.0

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Building Sections


123

01#LayID

02#LayID

03#LayID

Ground Floor7.00'

Ground Floor7.00'

Loft/Roof15.00'

Loft/Roof15.00'

12'-0" 12'-0"

24'-0"

11/2

"

7'-1

15/8

"11

/2"

0 1' 2' 4'SCALE: 1/2" = 1'-0"4 Section 4

A5.0

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Revision04



Wall Sections


Gro

und

Floo

r7.

00'

Loft/

Roo

f15

.00'

06'

'1'

2'S

CA

LE: 1

"

=

1'-0

"1

Wal

l Sec

tion

06'

'1'

2'S

CA

LE: 1

"

=

1'-0

"2

Wal

l Sec

tion

A8.0

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Door Schedule


3'-41/8"

6'-7

"

9'-51/2"

6'-7

"

2'-8"

6'-7

"

3'-81/2"

6'-0

"

7'-05/8"

7'-4

1/2"

D-CL3 D-CL9 DI DX L&S INT

DOOR SCHEDULE

ID

D-CL3D-CL9DIDIDXDXDXL&S INT

ZONE

200

QTY

11111111

FROM

Master

TO

Loft

DOOR PANEL

WDTH

3'-4…

9'-5…

2'-8"2'-8"

3'-8…

3'-6"3'-4…

7'-3…

HT

6'-7"6'-7"6'-7"6'-7"6'-0"6'-7"7'-5"7'-6"

THCK

0'-11/4"0'-11/4"0'-13/4"0'-13/4"0'-13/4"0'-13/4"0'-13/4"0'-21/4"

FRR

-----

STC

-----

PANEL TYPE

------------------------

PANEL MAT'L

08 | Mirror Absolute08 | Mirror Absolute06 | Glue-lam V06 | Glue-lam V06 | Glue-lam H06 | Glue-lam H06 | Glue-lam H06 | Glue-lam H

FINISH

PTPTPTPTPT

GLAZING

-----

DOOR FRAME

FRAME FRAME FINISH

09 | Stainless Brushed 2*09 | Stainless Brushed 2*06 | Glue-lam H06 | Glue-lam H06 | Glue-lam H06 | Glue-lam H06 | Glue-lam H06 | Glue-lam H

THRESHOLD THRESHOLDTYPE

HARDWAREHardware Key SideRoom # HARDWARE

HD.8HD.8HD.8HD.8HD.8

OPERATION HANDLEINSIDEOffOffHandle 8Handle 8Handle 8Handle 8Handle 8---

HANDLEOUTSIDEOffOffHandle 8Handle 8Handle 5Handle 5Handle 5---

LOCKSET HINGESCASINGIN

CASINGOUT NOTES/REMARKS

DOOR LEGEND

DOOR KEY

D SINGLE LEAFD2 DOUBLE DOORD-PCKT POCKET DOORD-X.. SINGLE LEAF EXTERIOR DOORD-XSL EXTERIOR SLIDER

HMF HOLLOW METAL FRAME (NON-THERMAL)IMF INSULATED METAL FRAME (THERMALLY-BROKEN)

SCW SOLID CORE WOOD LEAFSCWG SOLID CORE WOOD LEAF W. GLAZEDINSERTSCWGT SOLID CORE WOOD LEAF W. GLAZED INSERT & TRANSOMSCWGSL SOLID CORE WOOD LEAF W. GLAZED INSERT & SIDELIGHT & TRANSOM

HMC HOLLOW METAL CORE LEAFIMC INSULATED METAL CORE LEAF (THERMALLY-BROKEN)

*D2X-IMCG EXISTING DOOR W. NEW HARDWARETHERM GLAZING ELEMENTS PER OBC, REFER TO NOTE BELOW

NOTE: All Exterior-Facing Doors and Windowsshall conform with Energy PerformanceRequirements as noted in the Ontario BuildingCode Matrix for this project (refer to page A0.03 ofthis set)

Contractor to supply & install Screen Doors atExterior Swing and Sliding doors UNO

A8.0

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Window Schedules


WINDOW & SCREEN SCHEDULE

ID

W01W01W01W03W04W05W06fW06fW07f

ZONE QTY

111111111

9

OPENS FROM WIDTH

1181.1571.51181.11790.71181.11181.12244.81088.91790.7

HEIGHT

914.4914.4914.41270916.2916.22737.72737.71270

SILL HT.

914.4914.4914.4914.43,275.71,368.12,652.62,652.6914.4

STC

N/RN/RN/RN/RN/RN/RN/RN/RN/R

FRR

N/RN/RN/RN/RN/RN/RN/RN/RN/R

MANUFACTURER

TBDTBDTBDTBDTBDTBDTBDTBDTBD

OPERATION

Tilt-TurnTilt-TurnTilt-TurnFixedAwningAwningFixedFixedFixed

NOTES/REMARKS Finish

ANOANOANOANOANOANOANOANOANO

Frame Type

---------------------------

Glazing

Triple Low-E ArgonTriple Low-E ArgonTriple Low-E ArgonTriple Low-E ArgonTriple Low-E ArgonTriple Low-E ArgonTriple Low-E ArgonTriple Low-E ArgonTriple Low-E Argon

MAX. U-value (SI)Max. 1.6Max. 1.6Max. 1.6Max. 1.6Max. 1.6Max. 1.6Max. 1.6Max. 1.6Max. 1.6

Hinges Hardware Set Jamb Detail

3'-101/2"

3'-0

"

1'-101/2"

3'-0

"

3'-101/2"

3'-0

"

5'-101/2"

4'-2

"

3'-101/2"

3'-0

1/8"

3'-101/2"

3'-0

1/8"

7'-43/8"

8'-1

13/4

"

3'-67/8"

8'-1

13/4

"

W01 W01 W01 W03 W04 W05 W06f W06f W07f

WINDOW LEGEND

WINDOW KEY

W1 FIXED STOREFRONT UNITWI INTERIOR WINDOW WALLR ROLLING SCREENANO ANODIZED ALUMINUM EXTERIOR c/w WOOD INTERIOR

HARDWARE KEY

DB DEADBOLT (SEE HW MASTERLIST)

NOTE: All Exterior-Facing Doors and Windowsshall conform with Energy PerformanceRequirements as noted in the Ontario BuildingCode Matrix for this project (refer to page A0.03 ofthis set) UNO

A8.0

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Room Finish Schedules


ROOM FINISH SCHEDULE

Zone Number

104

106

107

107

107

ROOM NAME

Master

Bath

Master

Kitchen/Dining

Living

FLOOR BASE Wall Finish/N Wall Finish/E Wall Finish/S Wall Finish/W CEILING CROWN REMARKS CLG. HGHT

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

X Dimension

9'-6"

9'-5"

3'-73/4"

9'-103/4"

13'-61/2"

Y Dimension

10'-105/8"

6'-10"

11'-33/8"

15'-101/2"

11'-61/4"

AREA (SF)

103

55

50

160

159

Perimeter

12,426.9

9,904.7

10,555.6

18,110.0

20,166.1

User Defined 4 User Defined 5

PAINT KEYAll paints low VOC, by Benjamin Moore. All colours by owner UNO, no substitutions. Primer for new all new GWB: Usemin. one coat Ultraspec 53400: $34.99/gallon. Coverage 400sf per gallon typ. all paints.

Package D:Contractor grade paint called Ultraspec, MSRP: 36.99/gallonUltraspec also available in 5 gallon pails MSRP: $149.99.

C1: One coat primer plus two coats low sheen k537P1: One coat primer plus two coats eggshell k538P2: One coat primer plus two coats semi gloss k539

Package C:Ben $54.99/gallon

C1: One coat primer plus two coats flat k625P1: One coat primer plus two coats eggshell k626P2: One coat primer plus two coats semi gloss k627

Package B:Regal Ulti Matte $64.99/gallon

C1: One coat primer plus two coats Flat k552P1: One coat primer plus two coats eggshell k549P1a: One coat primer plus two coats Pearl k550P2: One coat primer plus two coats semi gloss k551

Package A:Aura $76.99/gallon

C1: One coat primer plus two coats Matt (flat) k522P1: One coat primer plus two coats eggshell k524P1a: One coat primer plus two coats satin k526P2: One coat primer plus two coats semi gloss k528

Areas of Use:C1: CeilingsP1: WallsP1a: Wet AreasP2: Casework & DoorsV1 = 3 COATS URETHANE SAND BETWEEN COATS - doors & trimV2 = 1 COAT PRIMING OIL, 2 COATS URETHANE SAND BETWEEN COATS - doors & trimV3 = STAIN + 2 COATS URETHANE SAND BETWEEN COATS - doors & trim - colour TBD

Colour change from existing paint: use Fresh Start 004600 MSRP: $54.99/gallon.

Q = Refers to Galvalume Quonset Structure - to remain unfinishedSD = 1.5" White or Red Pine Structural Deck - NO FINISH TO UNDERSIDE - LEAVE NATURAL

BASE KEYSHADOW = Schluter Shadow Reveal Base Moulding for GWB MDF1 = P1 Painted Low VOC & Low Formaldehyde MDFMDF2 = V1 Painted Low VOC & Low Formaldehyde MDFMDF3 = V1 Painted Low VOC & Low Formaldehyde Fire Rated MDFTB = Tile Base - matched to floor style - refer to interior elevations for format & pattern

CROWN KEYVAL = Valence c/w LED Strip lighting - refer to Interior Elevation for Detail MDF = P1 Painted Low VOC & Low Formaldehyde MDFCR1 = Crown Profile #1 TBD

NOTE: Any stated prices are estimates quoted in 2016 in CAD, based on MSRP, and are subject to escalations andexchange differences. Contractor/CM discounts may apply.

FLOORING KEY

PFCF = Power Floated Concrete Finish, c/w Hardener, Sealer & Polished Wax Finish by MAPEISD = 1.5" White or Red Pine Structural Deck - sanded to receive finish TOP SIDE ONLYV1 = 3 COATS URETHANE SAND BETWEEN COATS - flooring

TILE KEY

VCT= Armstrong UPVC Vinyl Composite Tile c/w Armstrong Low-VOC Adhesive Colour TBDTILE U = CIOT Utility Tile, Minerval Lap 1/2" Porcelain Gloss 12"x24" formatTILE B1 = CIOT Super Super Black Glossy 12" x 24" format, 1/2" Porcelain Tile c/w colour matched groutTILE B2 = CIOT Marte Thassos Natural, 12" x 24" format, 1/2" Porcelain Tile c/w colour matched groutTILE B3 = CIOT Marte Thassos Grigio Egeo Natural,