111 Wellesley Office Refresh Section 00 01 10.01 00 00 01 ... · .4 CSA W55.3-08 (R2013), Certification of Companies for Resistance Welding of Steel and Aluminum. .5 CSA W59-13, Welded

111 Wellesley Office Refresh Section 00 01 10.01 Toronto, Ontario TABLE OF CONTENTS Project Number: 16079 Page 1 of 3 VOLUME 1

00 00 01 Cover Page Vol 1 00 01 10.01 Table of Contents Vol 1

Division 00 – City of Toronto Procurement Requirements

Refer to City of Toronto’s Procurement Documents

Division 01 – General Requirements

01 11 00 Summary of Work 01 14 00 Work Restrictions 01 29 00 Payment Procedures 01 29 83 Payment Procedures for Testing Laboratory Services 01 31 13 Project Coordination 01 31 19 Project Meetings 01 32 16.07 Construction Progress Schedule – Bar (GANTT) Chart 01 33 00 Submittal Procedures 01 35 01 Delegated Design 01 35 29 Health and Safety Requirements 01 35 43 Environmental Procedures 01 41 00 Regulatory Requirements 01 45 00 Quality Control 01 47 18 Indoor Air Quality – Construction 01 51 00 Temporary Utilities 01 52 00 Construction Facilities 01 56 00 Temporary Barriers and Enclosures 01 61 00 Common Product Requirements 01 62 00 Product Options and Substitutions 01 73 03 Execution 01 74 11 Cleaning 01 74 19 Waste Management and Disposal 01 77 00 Closeout Procedures 01 78 00 Closeout Submittals 01 79 00 Demonstration and Training 01 91 00 Commissioning

- Certificate of Readiness

Division 02 – Existing Conditions

02 07 50 Cutting and Patching 02 41 29 Elevator Decommissioning 02 41 99 Demolition

Division 03 – Concrete

03 01 30.71 Concrete Repairs

Division 05 – Metals

05 41 00 Structural Metal Studs 05 50 00 Metal Fabrications

111 Wellesley Office Refresh Section 00 01 10.01 Toronto, Ontario TABLE OF CONTENTS Project Number: 16079 Page 2 of 3 Division 06 – Wood, Plastics and Composites

06 10 00 Rough Carpentry 06 20 00 Finish Carpentry 06 40 00 Architectural Woodwork

Division 07 – Thermal and Moisture Protection

07 21 19 Foamed-in-Place Insulation 07 84 00 Fire Stopping 07 92 00 Joint Sealants

Division 08 – Openings

08 11 13 Metal Doors and Frames 08 14 16 Flush Wood Doors 08 33 13 Overhead Coiling Doors and Grilles 08 42 29 Sliding Automatic Entrances 08 44 13 Glazed Aluminum Framing Systems 08 56 53 Security Window Systems 08 71 00 Door Hardware 08 71 10.10 Door Hardware Groups 08 71 10.20 Interior Door Hardware Groups 08 80 50 Glazing 08 87 53.01 Glazing Films

Division 09 – Finishes

09 05 00 Product and Finish Key 09 21 16 Gypsum Board Assemblies 09 22 00 Non-Structural Metal Framing 09 26 16 Polished Plaster 09 30 30 Hard-Body Tiling

- TTMAC Inspection Request Form 09 48 33 Acoustic Baffles 09 51 13 Acoustical Panel Ceilings 09 53 00.01 Acoustical Suspension 09 54 00 Wood Grille Ceilings 09 65 19 Resilient Tile Flooring 09 68 13 Tile Carpeting 09 72 16 Vinyl Coated Wall Coverings 09 84 10 Acoustical Treatment 09 91 00 Painting

Division 10 – Specialties

10 11 00 Visual Display Surfaces 10 14 00 Signage 10 21 13.19 Plastic Toilet Compartments 10 22 26.23 Operable Panel Partitions 10 26 00.01 Corner Guards 10 28 10 Toilet Accessories 10 51 13 Metal Lockers 10 56 10 High-Density Storage Shelving

111 Wellesley Office Refresh Section 00 01 10.01 Toronto, Ontario TABLE OF CONTENTS Project Number: 16079 Page 3 of 3 Division 11 – Equipment

11 30 13.13 Office Appliances 11 52 13 Projection Equipment and Screens

Division 12 – Furnishings

12 21 17 Roller Shades 12 48 13 Entrance Mats

VOLUME 2

19 00 02 Cover Page Vol 2 19 01 10.02 Table of Contents Vol 2

END OF SECTION

111 Wellesley Office Refresh Section 05 41 00 Toronto, Ontario STRUCTURAL METAL STUDS Project Number: 16079 Page 1 of 8 Part 1 General

1.1 SUMMARY

.1 Design wall framing system to resist wind loads and building loads, including the following components:

.1 Studs subjected to lateral loads.

.2 Top and bottom tracks.

.3 Bridging and bracing.

.4 Top and bottom track connections to main structure, including fabrications to accommodate main structure deflections; top of wall anchor allowing for dead load deflections during construction and live load deflections after construction.

.5 Head, sill, and jamb members at wall openings.

.6 Framing component connections.

1.2 RELATED SECTIONS

.1 Section 05 50 00 – Metal Fabrications.

.2 Section 09 21 16 – Gypsum Board Assemblies.

1.3 REFERENCES

.1 ASTM International (ASTM)

.1 ASTM A653/A653M-13, Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

.2 ASTM A792/A792M-10, Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process.

.2 CSA International (CSA)

.1 CAN/CSA-G164-M92(R2003), Hot Dip Galvanizing of Irregularly Shaped Articles.

.2 CAN/CSA S136-12, North American Specification for the Design of Cold-Formed Steel Structural Members, Includes Update No.1 (2014),

.3 CSA W47.1-09, Certification of Companies for Fusion Welding of Steel, Includes Update No. 3 (2011), Update No. 5 (2012), Update No. 6 (2013).

.4 CSA W55.3-08 (R2013), Certification of Companies for Resistance Welding of Steel and Aluminum.

.5 CSA W59-13, Welded Steel Construction (Metal Arc Welding), Includes Update No. 1 (2014).

.3 Canadian Sheet Steel Building Institute (CSSBI)

.1 CSSBI 51-06, Lightweight Steel Framing Design Manual – 2nd Edition.

.2 SSF3 – February 2006, Care and Maintenace of Prefinished Sheet Steel Building Products.

.3 CSSBI Technical Bulletin Vol. 7, No. 2, Changing Standard Thicknesses for Canadian Lightweight Steel Framing Applications.

.4 CSSBI S5-11, Guide Specification for Wind Bearing Steel Studs.

111 Wellesley Office Refresh Section 05 41 00 Toronto, Ontario STRUCTURAL METAL STUDS Project Number: 16079 Page 2 of 8

.4 The Master Painters Institute (MPI) / Architectural Painting Specification Manual

.1 MPI # 18, Organic Zinc Rich Primer.

1.4 DEFINITIONS

.1 Minimum Uncoated Steel Thickness: Minimum uncoated thickness of lightweight steel framing shall be not less than 95% of the thickness used in the design for the framing system:

.1 Lesser thicknesses may be permitted at bends arising from the cold forming process.

.2 Metal thicknesses listed in this section are minimum uncoated steel thickness; exclusive of any subsequent coatings or treatments.

1.5 ADMINISTRATIVE REQUIREMENTS

.1 Coordination: Coordinate work of this Section with work of other sections that may have items supported by or built into axially load bearing lightweight structural steel framing systems including; but not limited to, masonry and stone supports and connectors, doors, windows, architectural woodwork, pre-manufactured casework, building signage, plumbing fixtures, and electrical fixtures and panels.

1.6 SUBMITTALS

.1 Submit product data in accordance with Section 01 33 00 – Submittal Procedures:

.1 Submit product data for mechanical fasteners, indicating sizes, shear, and pull-over loading capacity where applicable. Provide data indicating thickness and type of corrosion protection coating.

.2 Submit engineered shop drawings in accordance with Section 01 33 00 – Submittal Procedures:

.1 Shop Drawings shall bear the stamp and signature of the Contractor's structural engineer.

.2 Indicate member sizes, framing layout, design thickness exclusive of coatings, coating specifications, connection and bracing details, screw sizes, and spacing and anchors.

.3 Indicate welds using CWB symbols, distinguishing between shop and field welds and show size, length, and type of each weld.

.3 Provide setting diagrams, templates, instructions, and directions for installation of components supplied by this Section to other Subcontractors and necessary for the completion of Work of this Section.

.4 Certification:

.1 Submit two certified copies of mill reports covering material properties.

.2 Provide letter of certification by the Canadian Welding Bureau (CWB) that firms are currently in good standing.

.3 Submit confirmation by the Contractor's structural engineer that fabrication and erection complies with the requirements of the Contract Documents.

111 Wellesley Office Refresh Section 05 41 00 Toronto, Ontario STRUCTURAL METAL STUDS Project Number: 16079 Page 3 of 8 1.7 QUALITY ASSURANCE

.1 Retain a professional engineer, registered in the province of the Work, to design fabrication and erection of the Work of this Section in accordance with applicable Building Code and Contract Document requirements, including the following:

.1 Design metal fabrication items as required to resist dead, live, lateral, wind, and seismic loads in accordance with the Ontario Building Code.

.2 Structural design.

.3 Review, stamp, and sign Shop Drawings.

.4 Conduct shop and on-Site inspections.

.5 Prepare and submit inspection reports.

.2 Provide certification that welding procedures will be in accordance with requirements of the current edition of the American Welding Society (AWS) “Specification for Welding Sheet Steel in Structures”, D1.3 / D1.3M.

.3 Execute welding by firms certified in accordance with CSA W47.1.

.4 Ensure welding operators are licensed in accordance with CSA W47.1 for the types of welding required by the Work.

.5 Clearly mark steel thickness exclusive of coating by embossing, stamping with indelible ink or by colour coding.

.6 Provide minimum 72 hours’ notice to Consultant prior to commencement of work of this Section; increase notice period where time spans weekends or statutory holidays.

.1 Do not conceal lightweight steel framing system until reviewed by Consultant.

1.8 DELIVERY, STORAGE AND HANDLING

.1 Protect steel studs during transportation, site storage, and installation in accordance with CSSBI Sheet Steel Facts #3.

.2 Steel framing and related accessories shall be stored and handled in accordance with CAN/CSA S136.

.3 Handle and protect galvanized materials from damage to zinc coating.

.4 Store materials flat, blocked off the ground in a manner to prevent kinking or permanent set.

.5 Bent, kinked, or twisted studs and track will be rejected.

1.9 WASTE MANAGEMENT AND DISPOSAL:

.1 Separate and divert waste materials from landfill in accordance with Section 01 74 19 –Waste Management and Disposal.

111 Wellesley Office Refresh Section 05 41 00 Toronto, Ontario STRUCTURAL METAL STUDS Project Number: 16079 Page 4 of 8 Part 2 Products

2.1 PERFORMANCE/DESIGN CRITERIA

.1 Perform design, fabrication, and erection of the work of this Section based on Limit States Design principles using factored loads and resistances, determined in accordance with CAN/CSA S136.

.2 Conform to the requirements of indicated fire resistance ratings.

.3 Design wall framing system to Ontario Building Code requirements, and capable of withstanding design loads within limits and under design loads indicated on Drawings, and as follows:

.1 Dead Loads: Weights of materials and construction.

.2 Lateral Loads: Design for wind loads using high importance factors listed in the Building Code for deflection and strength, modified by the appropriate exposure, gust and pressure (internal and external) factors in accordance with Building Code structural commentaries.

.3 Design framing systems to provide for movement of framing members without damage or overstressing, sheathing failure, connection failure, undue strain on fasteners and anchors, or other detrimental effects when subject to a maximum ambient temperature change of 70°C.

.4 Design framing system to maintain clearances at openings, to allow for construction tolerances, and to accommodate live load deflection of primary building structure upward and downward movement of 19 mm; or larger gap as may be required to accommodate structural movement.

.5 Design deflection detail so that free floating vertical members are restrained from horizontal movement by means of continuous bridging, nested or boxed tracks, or sliding or flexible web connections.

.6 Maximum allowable deflection under 1 in 50 year sustained wind loading shall be as follows: stud deflection limited to L/720.

.7 Allow for movement of the structure; design lightweight steel framing end connections to accommodate floor and roof deflections such that framing are not loaded axially; limit free play and movement in connections perpendicular to the plane of framing to ±0.50 mm relative to the building structure.

.8 Design connections between light steel framing members using bolts, welding or sheet metal screws.

.9 Design bridging to prevent member rotation and member translation perpendicular to the minor axis, and as follows: .1 Design for secondary stress effects due to torsion between lines of

bridging. .2 Design exterior wall framing to accommodate horizontal deflection

without allowing for collateral contribution of sheathing materials. .3 Design bridging at 1530 mm centres maximum, closer spacing may be

required by design to satisfy structural requirements; spaced at even intervals over the span of the member.

111 Wellesley Office Refresh Section 05 41 00 Toronto, Ontario STRUCTURAL METAL STUDS Project Number: 16079 Page 5 of 8 2.2 MATERIALS

.1 Steel: to CSA S136, fabricated from ASTM A653/A653M, Grade A to D steel.

.2 Zinc coated steel sheet: quality to ASTM A653/A653M, with Z275 designation coating.

.3 Thicknesses of framing members specified are exclusive of galvanized coating.

.4 Fasteners and Welding Material; finish – hot dip galvanized:

.1 Welding materials conforming to CSA W59; electrodes minimum 480 MPa tensile strength.

.2 Bolts and nuts conforming to ASTM A307 or ASTM A325 as required, with washers; hot-dip galvanized finish.

.3 Metal-to-Metal: Sheet metal screws conforming to ASME 18, with minimum 0.008 mm thick galvanized coating and #8 Ø; self-drilling, self-threading, case hardened type; hex, pan, and low-profile head profile type to suit application; length sufficient to penetrate not less than 3 fully exposed threads beyond joined materials; hot dip galvanized.

.4 Metal-to-Concrete: Hilti drilled insert, minimum 8 mm Ø; do not use Powder Actuated Fasteners; hot dip galvanized.

.5 Metal-to-Structural Steel: Secure track to structural steel over 8 mm thickness with Hilti DX fastening system with ENH2-21L15MX nails; hot dip galvanized.

.6 Concrete-to-Steel Top Track Corrugated Ties: Corrugated steel conventional strip tie; 22 mm wide x 100 mm total length including 20 mm up stand x minimum 0.76 mm nominal core metal thickness, hot dip galvanized; corrugations 2.5 mm deep x 10 mm apart; meeting requirements of CAN/CSA A370: .1 Basis-of-Design Material: Fero Corporation, Conventional Corrugated

Strip Tie; hot dip galvanized. .7 Drilled Inserts: Steel, hot dipped galvanized, sizes as required.

.5 Touch-up primer: touch-up galvanized surfaces with zinc rich coating, to ASTM A780: DOD-P-21035 zinc rich paint, minimum DFT 8 mils.

.6 Moisture Barrier: Insulating moisture resistant 6 mm thick foam strip x width of framing member, length as required.

.1 Acceptable material: .1 Ethafoam 222, by The Dow Chemical Company.

.7 Thermal Insulation: as indicated in Section 07 21 16.

.8 Shims: Load-bearing, high-density, multi-monomer plastic, non-leaching.

2.3 STEEL STUD DESIGNATIONS

.1 Framing identification: Each structural “C” stud component shall be identified with a factory applied marking denoting the manufacturer’s name and gauge thickness of the steel. Studs manufactured from 230 MPa (33 ksi) material or 350 MPa (50 ksi) steel shall be appropriately marked to designate their properties. The framing Subcontractor shall be responsible for notifying the manufacturer in writing of this requirement.

.2 Colour code: to CSSBI Technical Bulletin Vol.7, No. 2.

http://www.ferocorp.com/

111 Wellesley Office Refresh Section 05 41 00 Toronto, Ontario STRUCTURAL METAL STUDS Project Number: 16079 Page 6 of 8 2.4 METAL FRAMING

.1 Minimum steel thicknesses of framing elements: to engineered Shop Drawings.

.1 Steel studs: In accordance with CAN/CSA S136, fabricated from hot dip galvanized steel, depth as indicated.

.2 Stud tracks: Fabricated from the same material and finish as steel studs, depth to suit.

.3 Bottom track: Single piece.

.4 Top track: Single piece or two-piece telescoping as indicated in the engineered Shop Drawings.

.5 Bridging: Fabricated from the same material and finish as studs, 38 mm x 12 mm.

.6 Angle clips: Fabricated from the same material and finish as studs, 38 mm x 38 mm x depth of steel stud.

.7 Tension straps and accessories: Recommended by the manufacturer.

2.5 SOURCE QUALITY CONTROL

.1 Ensure mill reports covering material properties are reviewed by Consultant.

Part 3 Execution

3.1 GENERAL

.1 Fabrication and erection shall conform to the engineered Shop Drawings. Modifications required to accommodate as-built conditions (other than minor dimensional changes) shall be submitted to Consultant for review.

.2 Do welding in accordance with CSA W59.

.3 Certification of companies: CSA W47.1 for fusion welding and CSA W55.3 for resistance welding.

.4 Do work to CSSBI 51 guidelines and CSSBI S5.

3.2 FASTENERS AND WELDS

.1 Ensure that connected parts are in contact. Provide clamping before installing screws as required.

.2 Sheet metal screws shall be not less than a #8 size and as recommended by the stud framing manufacturer.

.3 Penetration of sheet metal screws beyond joined materials shall be more than three exposed threads.

.4 Sheet metal screw thread types, drilling capability, and installation shall conform to the manufacturer's printed recommendations.

.5 Sheet metal screws covered by sheathing materials shall have low profile heads.

.6 Install concrete expansion anchors in accordance with the manufacturer's printed recommendations. Anchor framing to structure with concrete drilled anchors and

111 Wellesley Office Refresh Section 05 41 00 Toronto, Ontario STRUCTURAL METAL STUDS Project Number: 16079 Page 7 of 8

sleeves, maximum spacing shall be 400 mm on centre, or as otherwise indicated on engineered Shop Drawings. Anchor bolt lengths shall not be less than 80 mm long and 12 mm in diameter. Ensure full embedment in concrete slab.

.7 Companies engaged in welding shall be certified by the Canadian Welding Bureau in accordance with CSA W47.1. Companies shall have welding procedures approved, and welders qualified, for the base material types and thicknesses that are to be welded.

.8 Welds shall be in accordance with CSA S136, CSA W48, CSA W59, and ANSI/AWS D1.3/D1.3M, whichever is applicable.

.9 For material less than 3 mm thick, the effective throats of welds shall not be less than the thickness of the thinnest connected part.

.10 Touch-up welds and coatings damaged by welding with VOC-compliant, zinc-rich paint. Prior to touching up, prepare the surface in accordance with the paint manufacturer's printed recommendations.

3.3 ERECTION

.1 Anchor tracks securely to structure at 800 mm o.c. maximum unless lesser spacing is indicated on the engineered Shop Drawings.

.2 Erect steel studs spaced as indicated on the engineered Shop Drawings.

.3 Erect studs plumb, aligned, and securely attached with two screws, minimum.

.4 Seat studs into bottom tracks and top track.

.5 Install 50.0 mm minimum telescoping track at top of walls when required to accommodate vertical deflection. Nest top track into deflection channel a minimum of 30.0 mm and a maximum of 40.0 mm. Do not fasten tracks together. Stagger joints.

.6 Install studs at not more than 50.0 mm from abutting walls, openings, and each side of corners and terminations with dissimilar materials.

.7 Brace steel studs with horizontal internal bridging at 1200 mm maximum, or as otherwise indicated on the Shop Drawings. Fasten bridging to steel clips fastened to steel studs with screws.

.8 Frame openings in stud walls to carry loads adequately by use of additional framing members and bracing as required.

.9 Provide cut-outs centred in the webs of members to accommodate services and through the knockout style of bridging.

3.4 ERECTION TOLERANCES

.1 Plumb: not to exceed 1/500th of member length.

.2 Camber: not to exceed 1/1000th of member length.

.3 Spacing: not more than +/- 3.0 mm from design spacing.

.4 Gap between end of stud and track web: not more than 4.0 mm.

111 Wellesley Office Refresh Section 05 41 00 Toronto, Ontario STRUCTURAL METAL STUDS Project Number: 16079 Page 8 of 8 3.5 CUT-OUTS

.1 Maximum size of cut-outs for services as follows:

Member Depth Across Member Depth Along Member Length Centre to Centre Spacing (mm)

90 40 max. 105 max. 600 min. 100 40 max. 105 max. 600 min. 150 65 max. 115 max. 600 min.

.2 Limit distance from centerline of last unreinforced cut-out to end of member to not less than 300 mm.

3.6 FIELD QUALITY CONTROL

.1 The Contractor's structural engineer shall provide periodic field review during construction and shall submit reports as specified. Field review shall include review of mill test reports, welded and screwed connections, connections to the main structure, member sizes, location and material thickness, coating thickness, erection tolerances, and field cutting.

.1 The cost of this field review shall be paid by the Contractor.

.2 At the election of Owner, additional inspection and testing of materials and workmanship may be carried out by a qualified independent inspection agency appointed by the Owner.

.1 Provide the necessary cooperation and access required to ensure that inspections can proceed.

.2 The inspection provided does not relieve the Contractor of its responsibility for the performance of the Contract. The Contractor is solely responsible for quality control and shall implement its own supervisory and quality control procedures.

.3 The Contractor cannot rely on timely discovery and reporting of defective Work. Materials or workmanship not conforming to the requirements of the Contract may be rejected at any time during the progress of the Work at no cost to Owner, even if the Contractor has to destroy and rebuild other work as a result.

END OF SECTION

111 WELLESLEY TORONTO, ON 1st FLOOR ESTIMATE 05 July 2017 : 111 WELLESLEY TORONTO, ON 1st FLOOR ESTIMATE.est

The designs are owned by Interface and its subsidiaries, and are protected by Federal and State Copyright Law, with the understanding that Interface will be awarded

the job and will receive an order in the near future for the products set out in the designs. CAD floor plans are required to ensure accurate take-off on designs which may otherwise

be impaired by poor PDF floor plans. All quantities are based on plans provided. Site measurements and field verifications are recommended to ensure accuracy. These quantities are not intended

to be used for material ordering purposes. Since waste factors may vary by installer actual ordering quantities should be the responsibility of your flooring contractor.

Summary Report

page 1

area net gross baseCPT-3 WW865 105373 GLEN WARP 25cm x 1m INSTALLED ASHLAR :9.85"x 3'3.4" [split 2:full 10] [tileEdge= 27'2.8"]

10 >>9.85"x3'3.4" 2.99syarea count=1 2.31sy 2.99sy

CPT-7 WW860 105352 FLANNEL TWEED 25cm x 1m INSTALLED ASHLAR :9.85"x 3'3.4" [split 196:full 1450] [tileEdge= 4994'8.3"]1450 >>9.85"x3'3.4" 434.24sy

area count=36 377.58sy 434.24sy

CPT-8 50cm x 50cm INSTALLED NON DIRECTIONAL : 1'7.7"x 1'7.7" [split 15:full 57] [tileEdge= 176'0.5"]57 >> 1'7.7" 17.07sy


LVT-1 WARM POLISHED 241174 50cm x 50cm INSTALLED QUARTER-TURN : 1'7.7"x 1'7.7" [split 56:full 937] [tileEdge= 2811'4.4"]937 >> 1'7.7" 2525.48sf

area count=1 2391.00sf 2525.48sf

LVT-2 TEXTURED WOODGRAINS WOOD GRAINS A00406 ANTIQUE LIGHT OAK 25cm x 1m INSTALLED Herringbone-chevron : 3'5.8"x 2'10.8" [split 0:full 934] [tileEdge= 2340'6.3"]934 >>9.84"x3'3.4" clip 209.45sy


Plan Total 807.69sy

Scale 1:290 (original drawing scale 1:0)

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Summary Report

page 1

CPT-3 WW865 105373 GLEN WARP 25cm x 1m INSTALLED ASHLARCPT-7 WW860 105352 FLANNEL TWEED 25cm x 1m INSTALLED ASHLARCPT-8 50cm x 50cm INSTALLED NON DIRECTIONALLVT-1 WARM POLISHED 241174 50cm x 50cm INSTALLED QUARTER-TURNLVT-2 TEXTURED WOODGRAINS WOOD GRAINS A00406 ANTIQUE LIGHT OAK 25cm x 1m INSTALLED Herringbone-chevron


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Summary Report

page 1

CPT-3 WW865 105373 GLEN WARP 25cm x 1m INSTALLED ASHLARCPT-7 WW860 105352 FLANNEL TWEED 25cm x 1m INSTALLED ASHLARLVT-1 WARM POLISHED 241174 50cm x 50cm INSTALLED QUARTER-TURNLVT-2 TEXTURED WOODGRAINS WOOD GRAINS A00406 ANTIQUE LIGHT OAK 25cm x 1m INSTALLED Herringbone-chevron


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111 WELLESLEY TORONTO, ON 2nd FLOOR ESTIMATE 05 July 2017 : 111 WELLESLEY TORONTO, ON 2nd FLOOR ESTIMATE.est





Summary Report

page 1

area net gross baseCPT-1 WW895 105378 MOORLAND WEAVE 25cm x 1m INSTALLED ASHLAR : multiple size tiles [split 252:full 2884] [tileEdge= 10712'1.8"]

CPT-1 WW895 105378 MOORLAND WEAVE 25cm x 1m INSTALLED ASHLAR 2581 >>9.85"x3'3.4" 772.95syCPT-5 WW865 105369 HIGHLAND WARP 25cm x 1m INSTALLED ASHLAR 81 >>9.85"x3'3.4" 24.26syCPT-2 WW860 105354 BLACK TWEED 25cm x 1m INSTALLED ASHLAR 155 >>9.85"x3'3.4" 46.42syCPT-6 WW865 105372 AUTUMN WARP 25cm x 1m INSTALLED ASHLAR 44 >>9.85"x3'3.4" 13.18syCPT-3 WW865 105373 GLEN WARP 25cm x 1m INSTALLED ASHLAR 23 >>9.85"x3'3.4" 6.89sy


LVT-1 WARM POLISHED 241174 50cm x 50cm INSTALLED QUARTER-TURN : 1'7.7"x 1'7.7" [split 16:full 124] [tileEdge= 351'9.5"]124 >> 1'7.7" 334.22sf

area count=2 294.72sf 334.22sf

LVT-2 TEXTURED WOODGRAINS WOOD GRAINS A00406 ANTIQUE LIGHT OAK 25cm x 1m INSTALLED Herringbone-chevron : 3'5.8"x 2'10.8" [split 0:full 1691] [tileEdge= 4587'8.1"]1691 >>9.84"x3'3.4" clip 379.20sy


Plan Total 1120.66sy


DENOTES NEW CARPET TILEAS SPECIFIED

CPT-XX

FLOOR FINISHES LEGEND

DENOTES NEW TILE FLOORINGAS SPECIFIED

TL-XX

DENOTES NEW LUXURY VINYL TILEFINISH AS SPECIFIED

LVT-XX

CPT-1

LVT-2

LVT-2

LVT-2

LVT-2

LVT-2

TL-2

TL-2

TL-2CPT-2

CPT-3

CPT-5

CPT-6

REFER TO INTERFACE FLOORLAYOUT DRAWINGS

CPT-1

CPT-2

CPT-3

CPT-5

CPT-6


CPT-1

CPT-2

CPT-3

CPT-5

CPT-6 REFER TO INTERFACE FLOORLAYOUT DRAWINGS

CPT-1

CPT-2

CPT-3

CPT-5

CPT-6


CPT-1

CPT-2

CPT-3REFER TO INTERFACE FLOORLAYOUT DRAWINGS

CPT-1

CPT-2

CPT-3


CPT-1

CPT-1

CPT-1

CPT-1

CTP-1

CPT-1

CPT-1 CPT-1

CPT-1

LVT-2

LVT-1

CPT-1

CPT-1

CPT-1

CPT-1

LVT-2

LVT-2

LVT-2

TL-2 TL-1

EXISTING FLOORING TO REMAINEXISTING FLOORING TO REMAIN


PLEASE REFER TO IMAGE BELOW FORPATTERN REFERENCE FOR TL-01

DN

DN

DN

UP

UP

UP

A A

Ax Ax

B B

C C

D D

E E

F F

1

1

2

2

3

3

4

4

5

5

6

6

5Y

5Y

144 m² (1553 ft²)

PROV - TEAM 1(17)

280

152 m² (1634 ft²)

CITY - TEAM 7 (18)

275

78 m² (842 ft²)

CITY - TEAM 6 (14)

270

97 m² (1044 ft²)

CITY - TEAM 2 (13)

285

38 m² (406 ft²)

SMALL MEETING RM

240

32 m² (347 ft²)

SMALL MEETING RM

210

45 m² (482 ft²)

ELEVATOR LOBBY

201

33 m² (353 ft²)

CORRIDOR

208

6 m² (61 ft²)

1-ON-1

235B6 m² (62 ft²)

1-ON-1

235A17 m² (183 ft²)

PROVINCEMANAGER

234

14 m² (152 ft²)

CITY MANAGER

233

13 m² (139 ft²)

WELLNESS RM

236

7 m² (74 ft²)

ELECTRICAL

237

13 m² (143 ft²)

CITY PAYMENTOFFICE

23017 m² (182 ft²)

CITY DIRECTOR

231

3 m² (36 ft²)

BELL / ELEC

218

9 m² (100 ft²)

IT STORAGE

219

9 m² (102 ft²)

UNIVERSAL WC

214

3 m² (29 ft²)

JANITOR

217

22 m² (240 ft²)

FEMALE WC

216

23 m² (243 ft²)

MALE WC

215

2 m² (22 ft²)

STORAGE

202A

47 m² (501 ft²)

SERVERY

211

95 m² (1024 ft²)

CITY - TEAM 5 (13)

250

72 m² (777 ft²)

CITY - HEPP (7)

255

3 m² (32 ft²)

STORAGE

204A

9 m² (95 ft²)

MULTI-PURPOSEOFFICE

224

14 m² (152 ft²)

PROVINCEMANAGER

223

15 m² (157 ft²)

CITY MANAGER

222

10 m² (102 ft²)

MULTI-PURPOSEOFFICE

221

38 m² (410 ft²)

BUSINESS CENTRE /STORAGE

220

37 m² (400 ft²)


225

150 m² (1614 ft²)

PROV - TEAM 2 (18)

260

1x

1x

Bx Bx

5x

5x

OPEN TOLOBBY BELOW

9470 9470 9470 9470 9470

9470

9470

9470

9470

9470

3000 1900 4570

4570

1900

3000

3570 5900

9 m² (100 ft²)

CITY HUB RM

238A7 m² (75 ft²)

PROV HUB RM

238B

24 m² (256 ft²)

OMP3

208A

20 m² (210 ft²)

CORRIDOR

207

27 m² (295 ft²)

CORRIDOR

206

80 m² (859 ft²)

CORRIDOR

203

28 m² (304 ft²)

CORRIDOR

209

26 m² (285 ft²)

OMP2

203B

27 m² (291 ft²)

CORRIDOR

202

18 m² (190 ft²)

OMP1

203A

39 m² (422 ft²)

CORRIDOR

204

19 m² (207 ft²)

CORRIDOR

205

20 m² (216 ft²)

OMP4

270A

1 m² (14 ft²)

CONFIDENTIALWASTE

220A

5 m² (50 ft²)

GENERAL STORAGE

239

7 m² (75 ft²)

CORRIDOR

212

CG-2

CG-2

MW-101

MW-101

MW-211A

MW-204

CG-1 CG-1 CG-1

CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1

CG-1 CG-1

CG-1

CG-1

CG-1

CG-1CG-1

CG-1

CG-1 CG-1

CG-1

CG-1CG-1

CG-1CG-1CG-1

CG-1 CG-1

CG-1CG-1

CG-1 CG-1 CG-1

CG-1 CG-1

CG-1

CG-1 CG-1

CG-1CG-1CG-1

CG-1CG-1

CG-2

CG-1

CG-1

CG-1

CG-1

CG-1CG-1

CG-1 CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-2 CG-1 CG-1 CG-1

CG-1

CG-1

CG-1

CG-2

CG-1

CG-1 CG-1

CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-1CG-1

CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-1

CG-1

CG-1CG-1

CG-1 CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

MFD-C1

MFD-P1

S-1FBF

TS-1

TS-1

S-2A

S-2B

CG-1 CG-1

FHC / FE(EXG)

FHC / FE(EXG)

FHC / FE(EXG)

CR

5 m² (56 ft²)

1-ON-1

232B

5 m² (56 ft²)

1-ON-1

232A

CR

AD

JUSTA

BLE

SH

ELVIN

G S

UPP

LIED

BY

OW

NER

CG-1

MW-225

PB

PBPB

PB

CR

CR

PSSWDB

PB PB

PB

PB

PB

PB

ELEV-1 ELEV-2

ELEV-3

TH

TH

TH

TH

TH

THTH

TH TH

TH

TH

TH

TH

TH

TH

TH

TH

TH

TH

WC-1

PB

CR

PS

PS

PS

FE

FE

FE

FE

CRPB

TV-1RW-1

RW-1

PB

PB

MW-211B

FHC / FE(EXG)

FE

FE

FE

FE

FE

MW-220

EXG

EXG

EXG

EXG

EXG

EXG

EXG

EXG

EXGEXG EXG EXG

1

A7.21

2

A7.21

1

A7.23

1

A7.24

TH

TH

TH

EO

EO

EO

EO

EO

EO

EO

EO

EO

EO EO

EO

EO

MFD-C2

MFD-C2

MFD-C2

MFD-C2

MFD-P2

MFD-C2

TH

TH

SW TH

SW

SW

SW

SW

TH

DD

PS DD EODBSW

DB

PL

DB

SW

SW

DD

EO

DDEO

EO

SW

SW

SW

EOEO

EO

EO

EO

DDEO

SW

EO

EO

EO

EO

EO

EO

EOEO EO

EO

EO

EO EO

EO

EO

EO

EO

EO

EO EO EOEO

EO

EO

EO

EO

EO

EO

EOEO

EO

EO

EOEO

EO

EO EO

EO

EO

EO

EO EO

EO

EO

EO

EO

EOEO

EO

EO

EO

EO

EO

EO

EO

EO

EO EO

EO EO

EO EO

EO

EO

EO

EO

EO

EO

EOEO

EO

EO

EO

EO EO

EO

EOEO

EO

EO

EO

TV-1

SW

SW

SW

SW

SW

SW

SW

TH SW

SW

TH

TH TH

SW

TH

TH

SW

SW

SW FE TH SWTH

SW

SW

SW

SW

SWSW

SW

SW

SW TH

REX

REX

REX

CR

REX

REXREX

SP

STAIRS #3

STAIRS #1

STAIRS #2

1 : 100

LEVEL 2 - FLOOR FINISH PLAN

16079

BC, EH

AV

2017 04 03

I-502

1 2016 12 15 Issued for Information G2 2016 12 22 RDS for Client Review G

2017 05 01 ISSUED for Client Review VDK32017 06 16 ISSUED for TENDER VDK4

111 WELLESLEY TORONTO, ON 2nd FLOOR FINISHED PLAN 6-27-17 05 July 2017 : 111 WELLESLEY TORONTO, ON 2nd FLOOR FINISHED PLAN 6-27-17.est





Summary Report

page 1

CPT-1 WW895 105378 MOORLAND WEAVE 25cm x 1m INSTALLED ASHLARCPT-2 WW860 105354 BLACK TWEED 25cm x 1m INSTALLED ASHLARCPT-3 WW865 105373 GLEN WARP 25cm x 1m INSTALLED ASHLARCPT-5 WW865 105369 HIGHLAND WARP 25cm x 1m INSTALLED ASHLARCPT-6 WW865 105372 AUTUMN WARP 25cm x 1m INSTALLED ASHLARLVT-1 WARM POLISHED 241174 50cm x 50cm INSTALLED QUARTER-TURNLVT-2 TEXTURED WOODGRAINS WOOD GRAINS A00406 ANTIQUE LIGHT OAK 25cm x 1m INSTALLED Herringbone-chevron



CPT-XX



TL-XX


LVT-XX

CPT-1

LVT-2

LVT-2

LVT-2

LVT-2

LVT-2

TL-2

TL-2

TL-2CPT-2

CPT-3

CPT-5

CPT-6


CPT-1

CPT-2

CPT-3

CPT-5

CPT-6


CPT-1

CPT-2

CPT-3

CPT-5


CPT-1

CPT-2

CPT-3

CPT-5

CPT-6


CPT-1

CPT-2


CPT-1

CPT-2

CPT-3


CPT-1

CPT-1

CPT-1

CPT-1

CTP-1

CPT-1

CPT-1 CPT-1

CPT-1

LVT-2

LVT-1

CPT-1

CPT-1

CPT-1

CPT-1

LVT-2

LVT-2

LVT-2

TL-2 TL-1




DN

DN

DN

UP

UP

UP

A A

Ax Ax

B B

C C

D D

E E

F F

1

1

2

2

3

3

4

4

5

5

6

6

5Y

5Y

144 m² (1553 ft²)

PROV - TEAM 1(17)

280

152 m² (1634 ft²)

CITY - TEAM 7 (18)

275

78 m² (842 ft²)

CITY - TEAM 6 (14)

270

97 m² (1044 ft²)

CITY - TEAM 2 (13)

285

38 m² (406 ft²)

SMALL MEETING RM

240

32 m² (347 ft²)

SMALL MEETING RM

210

45 m² (482 ft²)

ELEVATOR LOBBY

201

33 m² (353 ft²)

CORRIDOR

208

6 m² (61 ft²)

1-ON-1

235B6 m² (62 ft²)

1-ON-1

235A17 m² (183 ft²)

PROVINCEMANAGER

234

14 m² (152 ft²)

CITY MANAGER

233

13 m² (139 ft²)

WELLNESS RM

236

7 m² (74 ft²)

ELECTRICAL

237

13 m² (143 ft²)

CITY PAYMENTOFFICE

23017 m² (182 ft²)

CITY DIRECTOR

231

3 m² (36 ft²)

BELL / ELEC

218

9 m² (100 ft²)

IT STORAGE

219

9 m² (102 ft²)

UNIVERSAL WC

214

3 m² (29 ft²)

JANITOR

217

22 m² (240 ft²)

FEMALE WC

216

23 m² (243 ft²)

MALE WC

215

2 m² (22 ft²)

STORAGE

202A

47 m² (501 ft²)

SERVERY

211

95 m² (1024 ft²)

CITY - TEAM 5 (13)

250

72 m² (777 ft²)

CITY - HEPP (7)

255

3 m² (32 ft²)

STORAGE

204A

9 m² (95 ft²)

MULTI-PURPOSEOFFICE

224

14 m² (152 ft²)

PROVINCEMANAGER

223

15 m² (157 ft²)

CITY MANAGER

222

10 m² (102 ft²)

MULTI-PURPOSEOFFICE

221

38 m² (410 ft²)


220

37 m² (400 ft²)


225

150 m² (1614 ft²)

PROV - TEAM 2 (18)

260

1x

1x

Bx Bx

5x

5x

OPEN TOLOBBY BELOW

9470 9470 9470 9470 9470

9470

9470

9470

9470

9470

3000 1900 4570

4570

1900

3000

3570 5900

9 m² (100 ft²)

CITY HUB RM

238A7 m² (75 ft²)

PROV HUB RM

238B

24 m² (256 ft²)

OMP3

208A

20 m² (210 ft²)

CORRIDOR

207

27 m² (295 ft²)

CORRIDOR

206

80 m² (859 ft²)

CORRIDOR

203

28 m² (304 ft²)

CORRIDOR

209

26 m² (285 ft²)

OMP2

203B

27 m² (291 ft²)

CORRIDOR

202

18 m² (190 ft²)

OMP1

203A

39 m² (422 ft²)

CORRIDOR

204

19 m² (207 ft²)

CORRIDOR

205

20 m² (216 ft²)

OMP4

270A

1 m² (14 ft²)

CONFIDENTIALWASTE

220A

5 m² (50 ft²)

GENERAL STORAGE

239

7 m² (75 ft²)

CORRIDOR

212

CG-2

CG-2

MW-101

MW-101

MW-211A

MW-204

CG-1 CG-1 CG-1


CG-1 CG-1

CG-1

CG-1

CG-1

CG-1CG-1

CG-1

CG-1 CG-1

CG-1

CG-1CG-1

CG-1CG-1CG-1

CG-1 CG-1

CG-1CG-1

CG-1 CG-1 CG-1

CG-1 CG-1

CG-1

CG-1 CG-1

CG-1CG-1CG-1

CG-1CG-1

CG-2

CG-1

CG-1

CG-1

CG-1

CG-1CG-1

CG-1 CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-2 CG-1 CG-1 CG-1

CG-1

CG-1

CG-1

CG-2

CG-1

CG-1 CG-1

CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-1CG-1

CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-1

CG-1

CG-1CG-1

CG-1 CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

MFD-C1

MFD-P1

S-1FBF

TS-1

TS-1

S-2A

S-2B

CG-1 CG-1

FHC / FE(EXG)

FHC / FE(EXG)

FHC / FE(EXG)

CR

5 m² (56 ft²)

1-ON-1

232B

5 m² (56 ft²)

1-ON-1

232A

CR

AD

JUS

TAB

LE S

HEL

VIN

G S

UPP

LIED

BY

OW

NER

CG-1

MW-225

PB

PBPB

PB

CR

CR

PSSWDB

PB PB

PB

PB

PB

PB

ELEV-1 ELEV-2

ELEV-3

TH

TH

TH

TH

TH

THTH

TH TH

TH

TH

TH

TH

TH

TH

TH

TH

TH

TH

WC-1

PB

CR

PS

PS

PS

FE

FE

FE

FE

CRPB

TV-1

RW-1

RW-1

PB

PB

MW-211B

FHC / FE(EXG)

FE

FE

FE

FE

FE

MW-220

EXG

EXG

EXG

EXG

EXG

EXG

EXG

EXG

EXGEXG EXG EXG

1

A7.21

2

A7.21

1

A7.23

1

A7.24

TH

TH

TH

EO

EO

EO

EO

EO

EO

EO

EO

EO

EO EO

EO

EO

MFD-C2

MFD-C2

MFD-C2

MFD-C2

MFD-P2

MFD-C2

TH

TH

SW TH

SW

SW

SW

SW

TH

DD

PS DD EODBSW

DB

PL

DB

SW

SW

DD

EO

DDEO

EO

SW

SW

SW

EOEO

EO

EO

EO

DDEO

SW

EO

EO

EO

EO

EO

EO

EOEO EO

EO

EO

EO EO

EO

EO

EO

EO

EO

EO EO EOEO

EO

EO

EO

EO

EO

EO

EOEO

EO

EO

EOEO

EO

EO EO

EO

EO

EO

EO EO

EO

EO

EO

EO

EOEO

EO

EO

EO

EO

EO

EO

EO

EO

EO EO

EO EO

EO EO

EO

EO

EO

EO

EO

EO

EO

EO

EO

EO

EO

EO EO

EO

EOEO

EO

EO

EO

TV-1

SW

SW

SW

SW

SW

SW

SW

TH SW

SW

TH

TH TH

SW

TH

TH

SW

SW

SW FE TH SWTH

SW

SW

SW

SW

SWSW

SW

SW

SW TH

REX

REX

REX

CR

REX

REXREX

SP

STAIRS #3

STAIRS #1

STAIRS #2

1 : 100


16079

BC, EH

AV

2017 04 03

I-502



111 WELLESLEY TORONTO, ON 2nd FLOOR RENDERED PLAN 6-27-17 05 July 2017 : 111 WELLESLEY TORONTO, ON 2nd FLOOR RENDERED PLAN 6-27-17.est





Summary Report

page 1

CPT-1 WW895 105378 MOORLAND WEAVE 25cm x 1m INSTALLED ASHLARCPT-2 WW860 105354 BLACK TWEED 25cm x 1m INSTALLED ASHLARCPT-3 WW865 105373 GLEN WARP 25cm x 1m INSTALLED ASHLARCPT-5 WW865 105369 HIGHLAND WARP 25cm x 1m INSTALLED ASHLARCPT-6 WW865 105372 AUTUMN WARP 25cm x 1m INSTALLED ASHLARLVT-1 WARM POLISHED 241174 50cm x 50cm INSTALLED QUARTER-TURNLVT-2 TEXTURED WOODGRAINS WOOD GRAINS A00406 ANTIQUE LIGHT OAK 25cm x 1m INSTALLED Herringbone-chevron



CPT-XX



TL-XX


LVT-XX

CPT-1

LVT-2

LVT-2

LVT-2

LVT-2

LVT-2

TL-2

TL-2

TL-2CPT-2

CPT-3

CPT-5

CPT-6


CPT-1

CPT-2

CPT-3

CPT-5

CPT-6


CPT-1

CPT-2

CPT-3

CPT-5


CPT-1

CPT-2

CPT-3

CPT-5

CPT-6


CPT-1

CPT-2


CPT-1

CPT-2

CPT-3


CPT-1

CPT-1

CPT-1

CPT-1

CTP-1

CPT-1

CPT-1 CPT-1

CPT-1

LVT-2

LVT-1

CPT-1

CPT-1

CPT-1

CPT-1

LVT-2

LVT-2

LVT-2

TL-2 TL-1




DN

DN

DN

UP

UP

UP

A A

Ax Ax

B B

C C

D D

E E

F F

1

1

2

2

3

3

4

4

5

5

6

6

5Y

5Y

144 m² (1553 ft²)

PROV - TEAM 1(17)

280

152 m² (1634 ft²)

CITY - TEAM 7 (18)

275

78 m² (842 ft²)

CITY - TEAM 6 (14)

270

97 m² (1044 ft²)

CITY - TEAM 2 (13)

285

38 m² (406 ft²)

SMALL MEETING RM

240

32 m² (347 ft²)

SMALL MEETING RM

210

45 m² (482 ft²)

ELEVATOR LOBBY

201

33 m² (353 ft²)

CORRIDOR

208

6 m² (61 ft²)

1-ON-1

235B6 m² (62 ft²)

1-ON-1

235A17 m² (183 ft²)

PROVINCEMANAGER

234

14 m² (152 ft²)

CITY MANAGER

233

13 m² (139 ft²)

WELLNESS RM

236

7 m² (74 ft²)

ELECTRICAL

237

13 m² (143 ft²)

CITY PAYMENTOFFICE

23017 m² (182 ft²)

CITY DIRECTOR

231

3 m² (36 ft²)

BELL / ELEC

218

9 m² (100 ft²)

IT STORAGE

219

9 m² (102 ft²)

UNIVERSAL WC

214

3 m² (29 ft²)

JANITOR

217

22 m² (240 ft²)

FEMALE WC

216

23 m² (243 ft²)

MALE WC

215

2 m² (22 ft²)

STORAGE

202A

47 m² (501 ft²)

SERVERY

211

95 m² (1024 ft²)

CITY - TEAM 5 (13)

250

72 m² (777 ft²)

CITY - HEPP (7)

255

3 m² (32 ft²)

STORAGE

204A

9 m² (95 ft²)

MULTI-PURPOSEOFFICE

224

14 m² (152 ft²)

PROVINCEMANAGER

223

15 m² (157 ft²)

CITY MANAGER

222

10 m² (102 ft²)

MULTI-PURPOSEOFFICE

221

38 m² (410 ft²)


220

37 m² (400 ft²)


225

150 m² (1614 ft²)

PROV - TEAM 2 (18)

260

1x

1x

Bx Bx

5x

5x

OPEN TOLOBBY BELOW

9470 9470 9470 9470 9470

9470

9470

9470

9470

9470

3000 1900 4570

4570

1900

3000

3570 5900

9 m² (100 ft²)

CITY HUB RM

238A7 m² (75 ft²)

PROV HUB RM

238B

24 m² (256 ft²)

OMP3

208A

20 m² (210 ft²)

CORRIDOR

207

27 m² (295 ft²)

CORRIDOR

206

80 m² (859 ft²)

CORRIDOR

203

28 m² (304 ft²)

CORRIDOR

209

26 m² (285 ft²)

OMP2

203B

27 m² (291 ft²)

CORRIDOR

202

18 m² (190 ft²)

OMP1

203A

39 m² (422 ft²)

CORRIDOR

204

19 m² (207 ft²)

CORRIDOR

205

20 m² (216 ft²)

OMP4

270A

1 m² (14 ft²)

CONFIDENTIALWASTE

220A

5 m² (50 ft²)

GENERAL STORAGE

239

7 m² (75 ft²)

CORRIDOR

212

CG-2

CG-2

MW-101

MW-101

MW-211A

MW-204

CG-1 CG-1 CG-1


CG-1 CG-1

CG-1

CG-1

CG-1

CG-1CG-1

CG-1

CG-1 CG-1

CG-1

CG-1CG-1

CG-1CG-1CG-1

CG-1 CG-1

CG-1CG-1

CG-1 CG-1 CG-1

CG-1 CG-1

CG-1

CG-1 CG-1

CG-1CG-1CG-1

CG-1CG-1

CG-2

CG-1

CG-1

CG-1

CG-1

CG-1CG-1

CG-1 CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-2 CG-1 CG-1 CG-1

CG-1

CG-1

CG-1

CG-2

CG-1

CG-1 CG-1

CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-1CG-1

CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-1

CG-1

CG-1CG-1

CG-1 CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

MFD-C1

MFD-P1

S-1FBF

TS-1

TS-1

S-2A

S-2B

CG-1 CG-1

FHC / FE(EXG)

FHC / FE(EXG)

FHC / FE(EXG)

CR

5 m² (56 ft²)

1-ON-1

232B

5 m² (56 ft²)

1-ON-1

232A

CR

AD

JUS

TAB

LE S

HEL

VIN

G S

UPP

LIED

BY

OW

NER

CG-1

MW-225

PB

PBPB

PB

CR

CR

PSSWDB

PB PB

PB

PB

PB

PB

ELEV-1 ELEV-2

ELEV-3

TH

TH

TH

TH

TH

THTH

TH TH

TH

TH

TH

TH

TH

TH

TH

TH

TH

TH

WC-1

PB

CR

PS

PS

PS

FE

FE

FE

FE

CRPB

TV-1

RW-1

RW-1

PB

PB

MW-211B

FHC / FE(EXG)

FE

FE

FE

FE

FE

MW-220

EXG

EXG

EXG

EXG

EXG

EXG

EXG

EXG

EXGEXG EXG EXG

1

A7.21

2

A7.21

1

A7.23

1

A7.24

TH

TH

TH

EO

EO

EO

EO

EO

EO

EO

EO

EO

EO EO

EO

EO

MFD-C2

MFD-C2

MFD-C2

MFD-C2

MFD-P2

MFD-C2

TH

TH

SW TH

SW

SW

SW

SW

TH

DD

PS DD EODBSW

DB

PL

DB

SW

SW

DD

EO

DDEO

EO

SW

SW

SW

EOEO

EO

EO

EO

DDEO

SW

EO

EO

EO

EO

EO

EO

EOEO EO

EO

EO

EO EO

EO

EO

EO

EO

EO

EO EO EOEO

EO

EO

EO

EO

EO

EO

EOEO

EO

EO

EOEO

EO

EO EO

EO

EO

EO

EO EO

EO

EO

EO

EO

EOEO

EO

EO

EO

EO

EO

EO

EO

EO

EO EO

EO EO

EO EO

EO

EO

EO

EO

EO

EO

EO

EO

EO

EO

EO

EO EO

EO

EOEO

EO

EO

EO

TV-1

SW

SW

SW

SW

SW

SW

SW

TH SW

SW

TH

TH TH

SW

TH

TH

SW

SW

SW FE TH SWTH

SW

SW

SW

SW

SWSW

SW

SW

SW TH

REX

REX

REX

CR

REX

REXREX

SP

STAIRS #3

STAIRS #1

STAIRS #2

1 : 100


16079

BC, EH

AV

2017 04 03

I-502

