QUEENSBOROUGH COMMUNITY CENTRE EXPANSION AND RENOVATION … · EXPANSION AND RENOVATION ADDENDUM...

QUEENSBOROUGH COMMUNITY CENTRE EXPANSION AND RENOVATION ADDENDUM ISSUE DATE: 26 SEPTEMBER 2011 PAGE 1 OF 26

URBAN ARTS ARCHITECTURE 401 – 134 Abbott St, Vancouver, BC V6B 2K4 (604) 683 5060

ADDENDUM #1

This addendum is an integral part of the Bid Documents. The information below shall be reviewed and included in the contract price. All Addenda shall be listed in the submitted Tender Form.

1.1 BID DOCUMENTS:

1.1.1 COVERING PAGES

COVERING PAGE 6

.1 Delete: “A.101 Site Plan”

1.2 ARCHITECTURAL SPECIFICATIONS

1.2.1 Section 00 01 10: TABLE OF CONTENTS

1.1 Revise “Sliding Security Grill” to read “Security Grill”

1.2 Revise “ Section 09 21 00…” to read “ Section 09 20 00…”

1.3 Revise “ Section 10 51 13 Metal Lockers” to read “ Section 10 51 13 Lockers”

1.2.2 Section 00 01 15: LIST OF DRAWING SHEETS

.1 Revise the list of drawings immediately under the heading of “Envelope Remediation” to read as follows:

“(ER)A-0.00 Cover Sheet

(ER)A-1.01 Ground Floor Plan

(ER)A-1.02 Roof Plan

(ER)A-2.01 Building Elevations

(ER)A-3.01 Window and Door Schedule

(ER)A-4.01 Assembly Schedules and Detail Drawings

(ER)A-4.02 Detail Drawings



(ER)A-4.05 Detail Drawings”

1.2.3 Section 01 10 00: SUMMARY OF WORK

.1 Subsection 1.4.7.1 Rehabilitation of Exterior Walls – Assembly W1 and W1a:

.1 Revise sentence 1.4.7.1 to read:

“Rehabilitation of Exterior Walls – Assembly (ER)W1 and (ER)W1a”

.2 Re: sentence 1.4.7.1.9: Delete “fiberglass” and replace with “mineral fibre”.

.3 Re: sentence 1.4.7.1.16: Delete “wool” and replace with “fibre”.



.4 Revise sentence 1.4.7.1.18 to read:

“Remove and replace existing mechanical louvres/grilles as indicated”.

.2 Add new Subsection 1.4.7.1a as follows:

“.1a Rehabilitation of Exterior Walls – Assembly (ER)W2

1. Coordinate work with rehabilitation of adjoining assemblies.

2. Protect adjoining assemblies not included in scope of work.

3. Remove and protect various exterior fixtures including mechanical and electrical devices as well as any other fixtures not specifically identified, to be replaced.

4. Remove existing wood siding and trim, flashings, sheathing paper, plywood or OSB sheathing from wall areas included in the scope of rehabilitation work.

5. Remove and replace existing swing doors and frames as indicated.

6. Undertake remedial work to deteriorated framing as directed by Consultant as part of Contingency Allowance. Replace decayed wood with new treated framing.

7. Install new treated plywood sheathing

8. Prepare waterproofing at rough openings for doors.

9. Install new doors.

10. Modify penetrations including mechanical and electrical penetrations to accommodate new rainscreen assembly as required.

11. Install new sheathing paper, self adhesive membrane and flashing.

12. Install new plywood strapping. New wood to be treated with a borate-based preservative except as noted.

13. Detail and prepare all transitions to adjacent materials and components.

14. Install sheet metal flashing work including cross cavity wall flashings, corners, custom saddles and terminations, head flashings at doors, and tie-ins. Provide flashing end caps at terminations.

15. Provide new rainscreen wood siding.

16. Reinstall fixtures, assemblies or devices previously removed and stored.

17. Install new rainwater leaders and connect to new gutters.

18. Seal all joints and penetrations.

.3 Re: Subsection 1.4.7.2 Rehabilitation of Low Slope Roofs – Assembly R1:


.2 “Rehabilitation of Low Slope Roofs – Assembly (ER)R1”

1)Revise sentence 1.4.7.2.12 to read:

.3 “Install new self adhesive vapour barrier, sloped tapered insulation and mineral fibre insulation c/w fireguard taped joints”.

2)Add new sentence 1.4.7.2.14a as follows:

3)“Install new self adhesive SBS as fireguard as indicated.



.4 Re: Subsection 1.4.7.3 New Metal Roofing over Exterior Space

(Existing Cedar Shake Assembly) - Assembly R2a:


“New Metal Roofing over Exterior Space (Existing Cedar Shake Assembly) - Assembly (ER)R2a”

.2 Revise sentence 1.4.7.3.11 to read as follows:

“Install new plywood liner to existing concealed gutter as indicated.”


“Install new overflow scupper as indicated.”


“Install new self adhesive vapour barrier, self adhesive SBS as fireguard and 2-ply SBS membrane system at gutter and parapet wall. Extend membranes onto sloped plywood as indicated”


“Install new self adhesive membrane, drainage mat, and associated eave flashing”.

5. Re: Subsection 1.4.7.4 New Metal Roofing over Interior Space

(Existing Cedar Shake Assembly) - Assembly R2b:


“New Metal Roofing over Interior Space (Existing Cedar Shake Assembly) - Assembly (ER)R2b”

.2 Delete sentence 1.4.7.4.3.



“Install new plywood liner to existing concealed gutter as indicated.”


“Install new self adhesive vapour barrier, self adhesive SBS as fireguard and 2-ply SBS membrane system at gutter and parapet wall. Extend membranes onto sloped plywood as indicated”


“Install new self adhesive membrane, insulation, girts, and associated eave flashing”.



.9 Renumber sentences of subsection 1.4.7.4 accordingly to reflect the preceding changes.



6. Re: Subsection 1.4.7.5 New Metal Roofing over Interior Space

(Existing Metal Roof Assembly) - Assembly R2c:

4)1. Revise sentence 1.4.7.5 to read:

“New Metal Roofing over Interior Space (Existing Metal Roof Assembly) - Assembly (ER)R2c”

5)2. Add new sentence 1.4.7.5.6a as follows:

6)“Cut down and modify existing pony walls at the adjoining beam to suit the new gutter configuration.”

7)3. Add new sentence 1.4.7.5.9a as follows:

8)“Install new sloped plywood roof sheathing.”

9)4. Revise sentence 1.4.7.5.10 to read as follows:

10)“Install new self adhesive vapour barrier, self adhesive SBS as fireguard and 2-ply SBS membrane system at gutter and parapet wall. Extend membranes onto sloped plywood as indicated”


“Install new self adhesive membrane, insulation, girts, and associated eave flashing”.


“Install new framing at gutter soffit as indicated”.


“Install new perforated vinyl soffit c/w metal edge trim as indicated”.

7. Add new Subsection 1.4.7.6a as follows:

“.6a Envelope Remediation mechanical scope of work

1. Supply and install mechanical work as indicated on drawings and as specified.”

8. Add new Subsection 1.4.7.6b as follows:

“.6b Envelope Remediation electrical scope of work

1. Supply and install electrical work as indicated on drawings and as specified.”

9. Add new Subsection 1.4.7.6c as follows:

“.6c Envelope Remediation scope of work at interface of existing building with the expansion.

1. Supply, install and carry out work as indicated on drawing (ER)A-1.02 Roof Plan, Zones A, B and C.”



10. Add new Subsection 1.4.7.6d as follows:

“.6d New Skylights to replace existing


2. Protect adjoining assemblies not included in scope of work.

3. Remove existing skylights and associated flashings.

4. Remove existing interior finishes as indicated.

5. Prepare rough opening as indicated.

6. Provide new skylight support angles.

7. Detail and prepare all transitions to adjacent materials and components.

8. Install new skylights, c/w related flashings, as indicated on drawings and as specified.

9. Install gutter membranes at concealed gutters as indicated, including liquid flashing membrane.

10. Restore existing interior finishes as indicated.”

11. Add new Subsection 1.4.7.6e as follows:

“.6e Existing synthetic deck board deck at north elevation of the existing building.


2. Neatly cut away/remove a continuous strip of existing synthetic deck boards at base of wall, windows and doors as indicated.

3. Provide new synthetic deck board infill on new treated wood support blocking/framing as required.”

1.2.4 Section 01 50 00: TEMPORARY FACILITIES AND CONTROLS

Section has 4 pages total. Page numbering to read as follows:

Pg 1: “Page 1 of 4”




1.2.5 Section 01 91 13 COMMISSIONING – GENERAL REQUIREMENTS·

Pages 2 – 33: Section Header at upper right corner of page to be revised to read “Section 01 91 13”.



1.2.6 ADD:

Section 01 21 13 ALLOWANCES

1. GENERAL

1.1 SECTION INCLUDES

.1 Cash allowances.

.2 Contingency allowance.

1.2 REFERENCES

.1 GC 4.1 & SC 4.1, Cash Allowances.

.2 GC 4.2, Contingency Allowance.

.3 APPENDIX G, Tender Form

1.3 CASH ALLOWANCES

.1 Included in Contract Price are cash allowances for the supply and installation of the following work. All other related costs are included in Contract.

.a Cash allowance of $ 155,000.00 to provide soft and hard landscaping, including new pedestrian bridge.

.b Cash allowance of $ 10,000.00 to provide Interior and Exterior Signage.

.2 The Consultant will tender cash allowances. The Contractor will review the cash allowance tender documents for scope and administrative compatibility with the Contract, and provide a suggested list of bidders to the Consultant. Acceptance will be by Change Order issued in the net amount of the accepted bid.

1.4 CONTINGENCY ALLOWANCE

.1 Included in Contract Price is a Contingency allowance as laid out Appendix C of the Tender Form.

.2 Specified mark-ups for overhead and profit apply to contingency allowance work approved as Change Orders when carried out under the Contract.

1.2.7 ADD:

Section 01 22 00 SEPARATE PRICES

1 GENERAL

1.1 The Tenderer shall include in its Tender separate prices for the items, which are listed on the Tender Form (“Separate Prices”). Separate prices for contemplated additions and / or deletions from the Work shall not be included in the Basic Tender. At its sole discretion, the Owner may accept or reject any or all of the additions and deletions.



1.2 SEPARATE PRICE #1: Community Living Room 102

.1 Demolition

.1 Remove flooring and base in 102 Community Living Room, 113 Vestibule 4, and exterior entry porch at Vestibule 4.

.2 Remove light fixtures as per Electrical Drawings and Specifications

.3 Asbestos Abatement as required

.4 Remove wainscoting in Community Living Rm 102.

.2 Renovation

.1 Provide New Tile and Base as per Architectural Drawings, Finish Schedule and Section 09 30 00: Tiling.

.2 Provide New Wainscoting as per Architectural Drawings, Finish Schedule in Community Living Room 102.

.3 Paint walls as per Finish Schedule and Section 09 90 00: Painting.

.4 Paint cedar ceiling as per Finish Schedule and Section 09 90 00: Painting.

.5 Make good all surfaces.

.6 Provide new lighting as per Electrical Drawings and Specifications.

.7 Add Gas fireplace and tile surround and hearth.

.8 Provide drinking fountain in Community Living Room 102 as per Architectural Drawings, and Plumbing Drawings and Specifications.

1.3 SEPARATE PRICE #2: West Hall 115, WC 116, WC 117, Royal Vestibule 114

.1 Demolition

.1 Remove flooring and base in West Hall 115, WC 116, WC 117, and Royal Vestibule 114

.2 Remove wall tile in WC 116 and WC 117.

.3 Remove toilet partitions, vanities, mirrors and plumbing fixtures.

.4 Asbestos abatement as required.

.5 Remove Doors and side lite between Community Living Room 102 and Royal Vestibule 114 and between Royal Vestibule 114 and Royal Room.

.2 Renovation

.1 Provide new floor tile and base as per Architectural Drawings, Finish Schedule and Section 09 30 00: Tiling.

.2 Provide new wall tile in WC 116 and WC 117 as per Architectural Drawings and Finish Schedule.

.3 Provide new toilet partitions, vanities, mirrors and plumbing fixtures in WC 116 and WC 117 as per Architectural Specifications.



.4 Provide new toilets, sinks and faucets in WC 116 and WC 117 as per Plumbing drawings and specifications.

.5 Provide Wainscoting in West Hall 115 as per Architectural Drawings and Specifications.

.6 Provide drinking fountain in West Corridor 115 as per Architectural Drawings, and Plumbing Drawings and Specifications

1.4 SEPARATE PRICE #3: Women’s Change Room 122, Men’s Change Room 123

.1 Demolition

.1 Remove floor and wall tile and base in Existing Women’s Change Room 122 and Men’s Change Room 123.

.2 Renovation

.1 Provide new floor and wall tile and base as per Architectural Drawings, Finish Schedule and Section 09 30 00: Tiling.

.2 Paint walls as per Finish Schedule and Section 09 90 00: Painting.

.3 Remove and reinstall toilets, toilet partitions, benches and other fixtures and equipment as necessary to complete the work.

1.2.8 ADD:

Section 01 23 00 ALTERNATE PRICES

1 GENERAL

1.1 The Tenderer shall include in its Tender separate prices for the items, which are listed below as Alternate Prices:

1.3 ALTERNATE PRICE #1 - Alternate Roof Price

.1 Specified Roof Membrane: Siplast System .

.2 Accepted Roof Membrane alternative: Soprema Roof System as follows:

a. Base sheet: Sopraply 520.

b. Base sheet flashing: Sopraply 520.

c. Fireguard base sheet Sopralene Flam Stick.

d. Cap sheet and cap sheet flashing: Sopraply Traffic Cap 560

e. Paint to meet LEED SRI requirement: Soprastar Nova. 18% of roof to be painted to comply with LEED standard.

g. Solvent: Acetone (if required).

h. Paste: As approved by Soprema.

i. Primer: Alsan RS Primer (276 or 222).

j. Resin: Alsan RS 230 Flashing



k. Fleece: Alsan RS Fleece

l. Catalyst: Alsan RS Catalyst

m. Membrane adhesive: Colply Brush Grade Adhesive.

n. Primer: Elastocol 500.

o. Fireguard tape: Sopraguard Tape.

p. Self adhesive vapour retarder: Sopracap’r.

q. Primer: Elastocol Stick.

r. Tapered insulation: Tapered Enrgy 3 25PSI by Johns Marville.

s. Insulation adhesive: Duotack.

t. Flashing cement for setting metal flange and drain: As approved by Soprema.

u. Flashing cement to high sloped and vertical application: Colply Trowel Grade Adhesive.

v. Protective walk pads: extra layer of cap sheet.

1.2.9 ADD:

SECTION 03 14 00: CONCRETE PAVERS (attached 5 pages)

1.2.10 Section 05 50 00 METAL FABRICATIONS

1.1 WORK INCLUDED:

Add : “• Tubular steel ladder and guard rails to match existing and HSS platform frame to 119 Janitorial Room.”

1.2.11 Section 06 40 00: ARCHITECTURAL WOODWORK

.1 Revise Paragraph 2.5, SOLID SURFACE COUNTERS, as follows:

.1 TYPE 2: delete this material.

.2 Revise Paragraph 4, Schedule, as follows:

M200.1 Info Desk: Solid Surface Counter – change to Type 1 – Quartz/Silestone

M401.2 Kitchen Island + Gates, Solid Surface Counter – change to Type 1 – Quartz/Silestone

1.2.12 SECTION 07 21 00: THERMAL INSULATION

1. Revise numbering Section headings as follows:

“2 PRODUCTS



2.1 INSULATION

2.2 ATTACHMENT ACCESSORIES

3 EXECUTION

3.1 SURFACE PREPARATION

3.2 INSTALLATION

3.3 CLEAN-UP”

2. Revise Paragraph 2.1.2.5.3, INSULATION/Insulation Types/Spray Applied Polyurethane Insulation/Acceptable Materials, to read as follows:

“2.1.2.5.3 The following products have been identified and could meet the requirements of this specification. Reference of these products does not relieve the manufacturer of the responsibility to comply fully with all specified and illustrated criteria. Acceptable materials:

.1 BASF Walltite

.2 Certainteed Certaspray Closed Cell Foam

.3 Johns Mansville Corbond III SPF

.4 Approved alternative.”

1.2.13 Section 07 52 16 ROOF MEMBRANE

1.3 WARRANTY:

Add: “1.3.3 Any work done to the roofing on the existing Gymnasium Roof must be undertaken by the original roof contractor (Pacific Restorations (1994) Ltd. Tel 604-437-1899, contact Kee Tran) to maintain the existing warranty”

2.3 ACCESSORY MATERIALS:

Revise sentence 2.3.2.1.1 to read: "Paradiene 20 SA by Siplast."

Revise sentence 2.3.2.2 to read: "Primer: TA-119 by Siplast"

1.2.14 Section 07 71 00: SEISMIC JOINT ASSEMBLIES

Delete Section 07 71 00 Pages 1 to 5, and substitute revised specification Section 07 71 00 Pages 1 to 6 appended.

Note:

.1 All exterior vertical joints to be pre-fabricated insulated control joint complete with vapour barrier and an expandable metal closure flashing.



.2 All exterior horizontal joints to be pre-fabricated insulated control joint complete with vapour barrier and expandable sheet metal cover flashing.

.3 All interior control joints to be seismic metal wall and ceiling cover plate.

.4 All interior control joints in Fire rated walls to be ULC fire rated flexible fire barrier system with seismic metal wall and ceiling cover plate.

.5 The seismic joints are 4” in width at the Second Floor/ Ground Floor Roof level and 8” in width between this level and the Second Floor Roof level.

1.2.15 Section 08 06 10 DOOR SCHEDULE

Delete Door Schedule issued 8 September 2011 and substitute Door Schedule issued 20 September 2001.

1.2.16 Section 08 06 70: DOOR HARDWARE

.1 The Horton 4100 automatic swing door opener system is an approved alternate to the specified Besam and Gyro Tech automatic swing door openers.

1.2.17 PRESSED STEEL FRAMES

.1 DELETE SECTION 08 12 00: PRESSED STEEL FRAMES

.2 SUBSTITUTE SECTION 08 12 00: PRESSED STEEL FRAMES AND DOORS (attached 8 pages)

1.2.18 SECTION 08 41 00: INTERIOR ALUMINUM DOORS AND WINDOWS

.1 Paragraph 2.3 INTERIOR ALUMINUM STOREFRONT, revised to read:

.1 The following products have been identified and could meet the requirements of this specification. Reference of these products does not relieve the manufacturer of the responsibility to comply fully with all specified and illustrated criteria. Approved Types:

.1 Metro Aluminum 1750 Series (2” x 4.5”)

.2 Kawneer Trifab VG 400

.3 Columbia Glazing 451 Storefront

.4 Alumicor 3400 Series Storefront

.5 Approved alternate



.2 Paragraph 2.5.3, Part of ALUMINUM ENTRANCE DOORS, revise to read:

.3 The following products have been identified and could meet the requirements of this specification. Reference of these products does not relieve the manufacturer of the responsibility to comply fully with all specified and illustrated criteria. Approved Types:

.1 Metro Aluminum 1750 Swing Door.

.2 Kawneer 350 Swing Door.

.3 Alumicor 400 Series Door

.4 Approved alternate.

1.2.19 SECTION 08 44 00: EXTERIOR ALUMINUM DOORS AND WINDOWS

.1 Paragraph 2.7, ACCEPTED PRODUCTS, revise to read:

The following products have been identified and could meet the requirements of this specification. Reference of these products does not relieve the manufacturer of the responsibility to comply fully with all specified and illustrated criteria.

.1 Kawneer 1600 Ultrathermal Wall Series

.2 Metro Aluminum 2500 Curtain Wall

.3 Alumicor 2600 Series ThermalWall

.4 Or pre-approved alternative. Approval of alternates to be confirmed in advance of tender closing by Addendum only.

1.2.20 SECTION 08 44 00: ALUMINUM SKYLIGHTS

.1 Title block to be revised on pages 1 through 11 to read “08 60 00”.

.2 Revise paragraph 2.1, IDENTIFIED MANUFACTURER /PRODUCT, to read:

.1 The following products have been identified and could meet the requirements of this specification. Reference of these products does not relieve the manufacturer of the responsibility to comply fully with all specified and illustrated criteria.

.1 Kawneer Company Canada Limited: 2000 Series.

.2 Columbia Glazing Systems SPM Skylight

.3 Alumicor Ltd. 2300 Series Skylight

.4 Approved alternative.

1.2.21 Section 08 80 00 GLAZING & MIRRORS

.1 Revise Paragraph 1.1, SUMMARY as follows:

.1 Add: " 1.1.1.6 Glass in skylights and/or horizontal glazing”

.2 Add: “1.1.1.7 Glass guard surrounding gas fireplace in Community Living Room.



.2 Revise Paragraph 2, PRODUCTS, as follows:

.1 Add: “ 2.1.1.10.5 Glass in skylights and/or horizontal glazing to have hydrophilic, silicon dioxide coating. Approved product: Cardinal NeatTM glass or approved alternate.”

.2 Add: “2.1.1.13.2 Transparent 6mm tempered clear glazing guard screen, resistant to heat suitable for installation in front of gas fireplace. All edges to be polished. ”

1.2.22 Section 09 06 00 SCHEDULE OF FINISHES

Finish Schedule revised as follows:

(Revised Schedule dated 19 September 2011 appended):

.1 113 Vestibule 4 – delete wood soffit ceiling and substitute 3/4hr Rated GWB assembly

.2 Revise page numbers to read – “ Page 1 of 3, Page 2 of 3, Page 3 of 3.”

.3 Janitor Rooms 105 + 602 –

.1 Delete tile on walls adjacent sink. Substitute plastic laminate to 4’-0” above edge of janitor sink.

.2 Delete tile floor and base and substitute Fluid Applied Flooring to floor and 6” wall base.

.4 Community Living Room 102 – add tile fireplace hearth and surround.

1.2.23 Section 09 30 00 TILING:

.1 Revise Paragraph 1.1, WORK INCLUDED, as follows:

Add: “.2.5 Slate tile to Rain Garden Water Trough”

.2 Revise Paragraph 2, PRODUCTS, as follows:

2.6 SLATE to read:

“2.6 SLATE TILE”

.3 Add: “2.6.3 Size: 12” x 24” Slate Tile

Surface: Tumbled”

1.2.24 SECTION 09 51 00: ACOUSTIC TILE AND T-BAR

.1 Revise paragraph 2.1.6, ACOUSTIC TILES, to read:

2.1.6 The following products have been identified and could meet the requirements of this specification. Reference of these products does not relieve the manufacturer of the responsibility to comply fully with all specified and illustrated criteria. Approved Product:

.1 Typical:

.1 “Ultima 1910HRC”, Square Lay-In as manufactured by Armstrong



.2 CGC Mars Climaplus #86185


.2 At Community Kitchen Room 401:

.1 “Ultima High Washability 1935”, Square Lay-in as manufactured by Armstrong.

.2 CGC Mars Healthcare #86185


Revise paragraph 2.2.2, CEILING GRID SYSTEM, to read:

2.2.2 The following products have been identified and could meet the requirements of this specification. Reference of these products does not relieve the manufacturer of the responsibility to comply fully with all specified and illustrated criteria. Approved Product:

.1 Armstrong Prelude

.2 CGC Donn DX/DXL


1.2.25 SECTION 09 65 00: RESILIENT FLOORING

.1 Revise paragraph 2.2.2, LINOLEUM FLOOR, to read:

2.2.2 Approved Product:

.1 Main Colour:

.1 Marmoleum Vivace

.2 Johnsonite Harmonium XF Veneto


.2 Accent Colour

.1 Marmoleum Real

.2 Johnsonite Harmonium XF Veneto


.2 Revise paragraph 2.3.2, STATIC DISSIPATIVE FLOOR, to read:

2.3.2 Approved Product:

.1 Marmoleum Ohmex, colour 73032 “Mist Grey”

.2 Johnsonite Granit SD Sheet, colour 712 “Smokey”


1.2.26 ADD:

SECTION 09 67 00: FLUID APPLIED FLOORING (6 pages appended)



1.2.27 Section 09 90 00 PAINTING

.1 Page 1 - 7 page numbering to be revised to read # “of 13”.

.2 Revise Part 4 SCHEDULES as follows:

4.2 EXTERIOR SURFACES

.1 Cedar siding:

.1 EXT 6.2P Semi-Transparent Stain, W.B., Premium Grade.

.2 Cedar fascia, barge board:

.1 EXT 6.3N Semi-Transparent Stain, W.B., Premium Grade.

.3 Concrete Vertical Surfaces: (including horizontal soffits)

.1 EXT 3.1G Water repellent non-paintable finish.

.4 Horizontal Concrete Surfaces

.1 EXT 3.2H Clear Sealer

.5 Cementitious Composition Board Surfaces: (vertical surfaces, horizontal soffits)

.1 EXT 3.3A – G3/4 Latex satin finish

.6 Structural Steel and Metal Fabrications:

.1 EXT 5.1B Inorganic Zinc / High performance acrylic satin finish.

.2 EXT 5.1D Alkyd satin finish.

.7 Galvanized Metal: (misc. steel, metal doors, etc.)

.1 EXT 5.3D Polyurethane pigmented (premium grade), satin finish.

.8 Glue Laminated Beams:

.1 EXT 6.1E Polyurethane, clear, 2 component (over stain), High Performance.

.9 Dimension Lumber: (underside of decking, siding, etc.)

.1 EXT 6.2P Semi-transparent stain finish, WB, Premium grade.

.10 Dressed Lumber: (including doors, door and window frames, casings, battens, smooth fascias, etc.)

.1 EXT 6.3N Semi-transparent stain finish.

4.3 INTERIOR SURFACES:

Paint interior surfaces in accordance with the following MPI Painting Specification Manual requirements:

.1 Concrete Horizontal Surfaces: (floors and stairs)

.1 INT 3.2G Waterborne concrete floor sealer.

.2 Structural Steel and Metal Fabrications:

.1 INT 5.1RR – G5 High Performance Architectural Latex (over anti-corrosive metal primer)

.3 Galvanized Metal: (doors, door frames, etc.)

.1 INT 5.3M – G5. High Performance Architectural Latex

.4 Glue Laminated Beams and Columns:



.1 INT 6.1K – G5. WB Varnish, Clear (over stain)

.5 Dimension Lumber: (columns, beams, exposed joists, underside of decking (including underside of existing decking to be refinished, etc.)

.1 INT 6.2J – G4 Semi transparent stain / polyurethane varnish matte finish.

.6 Dressed Lumber: (including doors, door and window frames, casings, moldings, etc.)

.1 INT 6.3Z – G6 Polyurethane, clear, 2 component, gloss finish (aggressive performance)

.7 Wood Paneling and Casework: (partitions, panels, shelving, millwork, etc.)

.1 INT 6.4G – G5 Alkyd varnish (over shellac), semi-gloss finish.

.8 Plaster and Gypsum Board: (gypsum wallboard)

.1 INT 9.2A – G3 Latex eggshell finish (typical walls and ceilings).

.2 INT 9.2N – G3 Epoxy high build, low gloss (over primer). (all Kitchen + WC + Shower areas)

.9 Cedar siding:

.1 New materials: INT 6.4U – G4 WB Varnish, Clear (over stain), Satin finish

.2 Existing materials: RIN 6.4U – G4 WB Varnish, Clear (over stain), Satin finish.

.3 Delete 4.4.1 and substitute:

4.4 INTERIOR COLOUR SCHEDULE:

INTERIOR COLOURS

Main Body Colour #1 1 light colour



Door Frame Paint 1 deep colour (4 coats minimum)

Accent Wall #1 1 deep colour (4 coats minimum)





EXTERIOR COLOURS

Cedar Siding 1 light coloured stain

Cement Panel Siding 2 deep colour paint (4 coats minimum)

Structural Steel 1 deep colour

1.2.28 Section 10 28 00 WASHROOM ACCESSORIES

1.1 WORK INCLUDED

Add: "1.1.1.11 Folding Shower Bench 1.1.1.12 Time Capsule 1.1.1.13 Shower Rod“ 2 PRODUCTS

Add: “2.1.11 Folding Shower Bench: ADA Compliant, solid phenolic bench with reversible installation option, stainless steel frame and hardware. Approved product: Bobrick B-5181 or approved alternate”

Add: “2.1.12 Time Capsule: – Stainless Steel sealed box (11” wide x 17” high x 6” deep) with commemorative cover plate to be recessed in wall. Owner supplied, contractor installed.

Add: “2.1.13 Shower Rod: – Stainless steel 1” diameter shower rod with stainless steel flanges.”

2.2 WASHROOM ACCESSORIES SCHEDULE Add: “Folding shower benches and shower rods to shower stalls in Rooms 309 Staff

WC and 505 Adult/HC WC.”

1.2.29 ADD:

Section 10 31 00: MANUFACTURED FIREPLACES

1 GENERAL

1.1 SCOPE OF WORK a. Supply and install manufactured gas fireplace to Community Living Room 102,

complete with all required flues, venting, and sealed glazing.



1.2 RELATED WORK b. Section 08 80 00: Glazing and Mirrors – glass guard c. Section 09 30 00: Tiling- tile hearth and surround d. Section 22: Plumbing – gas supply. e. Section 26: Electrical – power supply.

2 PRODUCTS

2.1 ACCEPTED PRODUCT: a. Montigo Gas Fireplace MODEL HL38 PRC, Traditional Firebox with Linear Burner

and Glass Media as follows: I. Max BTU (NG) 34000

II. Frame Width x Depth 42 1/8” x 26 ¼” III. Frame Height 41” IV. Glass Opening Width 32 1/8” x 16 ¼” V. Glass Opening Height 24 ¾”

VI. Inner Vent Size 5” VII. Outer Vent Size 8”

1.2.30 Section 11 40 00 FOOD SERVICE EQUIPMENT

1.1 WORK INCLUDED

Add: “1.1.2 Owner to supply and install Commercial Range Hood and Fire Suppression System in Community Kitchen Room 401. Contractor to provide mechanical and electrical connections as required.

1.1.3 Owner to supply and install Stainless Steel Counter with integral sink in Community Kitchen. Contractor to provide plumbing connections as required.”

1.2.31 Section 11 51 00 LIBRARY EQUIPMENT

Page numbering to read as follows: “Page 1 of 1”.

1.2.32 Section 12 20 00: Window Treatments

.1 Revise paragraph 2.1, ACCEPTABLE MANUFACTURER, to read as follows:

2.1 ACCEPTABLE MANUFACTURER

.1 Hunter Douglas Contract

.2 Habitat Blinds and Shading Systems Ltd. Contact the following for project assistance: Leo @ Valery Black Draperies Ltd.

.3 Sun Project Advanced Shading Solutions




.2 Revise paragraph 2.2, MANUAL ROLLER SHADES, to read as follows:

2.2 MANUAL ROLLER SHADES

.1 BLACK OUT BLIND FABRIC

.1 Inherently anti-static

.2 Flame retardant

.3 Fade and stain resistant

.4 37% fiberglass, 63% Vinyl on fiberglass

.5 Fabric Thickness: 0.024 inches

.6 UV Blockage: Approximately 99%

.7 1% OPEN

.8 Mesh weight: 16 oz. per square yard

.9 Approved Product:

.1 Phifer Sheerweave Style 2500, Colour V20 “Pearl Gray”


.2 SOLAR SCREEN BLIND FABRIC

.1 Inherently anti-static

.2 Flame retardant

.3 Fade and stain resistant

.4 37% fiberglass, 63% Vinyl on fiberglass

.5 Fabric Thickness: 0.017 inches

.6 UV Blockage: Approximately 95%

.7 5% OPEN

.8 Mesh weight: 11.9 oz. per square yard

.9 Approved Product:

.1 Phifer Sheerweave Style 2390, Colour V20 “Pearl Gray”


.3 CONTROL SYSTEM:

.1 Adjustment-free continuous qualified #10 stainless steel ball chain ((90-lb. test)) and pulley clutch operating

.2 Clutch will develop no more than ½ pound drag for ease of lifting.

.3 Glass reinforced polyester thermopolymer (PBT) plastic components conform to military specification MIL M-24519 and designed for smooth, trouble-free operation.



.4 Roller to be circular-shaped, painted extruded aluminum tubes with thicker wall & ribs. 3” outside diameter extruded tube to have a .090 wall thickness. 2” outside diameter extruded tube to have a .072” wall thickness (1 ½” & 1 1/8” tubes have .055” wall thickness).

.5 End plug to be heat stabilized fiber reinforced plastic outside sleeve and center shaft.

.6 Bottom Rod:

.1 Extruded aluminum weight in a Sealed Pocket Hem Bar for tracking adjustments and to provide uniform look.

.2 External hem bar (not fabric-wrapped). Colour to be silver/gray.

.7 Mounting System: Manufacturer’s standard .07” nickel-plated, C1008/1010 cold rolled steel universal brackets including end plug bracket with lock down retainer device.

.8 Approved System:

.1 RollEase Skyline


.3 Delete paragraph 2.4 FABRICS completely



1.3 ARCHITECTURAL DRAWINGS

All Architectural Drawings referenced below are appended. 1.3.1 Drawing A.001 –Drawing List, Project Team, + General Notes – Rev. 1

Revise Drawing List as follows: .1 Delete “101 Site Plan” and Add “ 101.1 Site Plan Landscape” and “101.2 Work Zone” .2 Drawings PL01 & PL02 – Add : “Drawings are for reference only. Certified survey drawings

will be provided before the close of tenders confirming the as-built conditions.” 1.3.2 Drawing A.103 –Ground Floor Demolition Plan – Rev. 1 Revise Drawing A.103 as follows:

.1 Separate Price #2 demolition to be revised – delete the removal of tile in Vestibule 1 and portion of West Corridor 115 @ Community Living Room 102.

.2 General Note 11 - Separate Price #2 – revise “ Remove doors and frames to Alcove#” to read “Remove doors and frames to Royal Vestibule #114.”

.3 “ Royal Vestibule 114” identified on plan.

.4 Extent of Separate Price #1 shown in a bubble on plan.

.5 “Community Living Room 102” identified on plan.

.6 General Note 7 – revise “…asbestos abatement report…” to read “… Specification Section 02 82 13 Hazardous Materials Abatement”.

.7 Add “General Note 13. Provide temporary wall/new hoarding across openings as follows: 1/2" plywood sheathing, caulked at seams, on 2x6 infill wood framing c/w Batt insulation on 1/2" ply on Air barrier, constructed to underside of existing ceiling.”

.8 Legend – revise “ Remove interior finishes…” to read “ Remove interior gypsum wallboard and wood cladding…”

.9 On plan, revise note “Remove interior finishes” to read “Remove interior gypsum wallboard and wood cladding”

.10 Exterior cladding to be removed along grid Bx between 7x and 8+.

.11 Remove existing ceilings in existing Offices 1.3.3 Drawing A.200 – Assemblies – Rev. 1 Revise Drawing A.200 as follows: .1 Exterior Wall Assembly W2 – Delete wall type. .2 Exterior Wall Assembly W3 – Delete Note 1. .3 Floor Assembly F1 – “2 1/2” concrete topping…” to read ”Minimum 2 1/2 “ concrete

topping…” .4 Floor Assembly F1, Note 1. Add “…as well as Serveries, , Kitchens, and other areas with a

floor drain.” .4 Floor assembly F4 – Add note “ 1. Thinset + tile flooring to align with Fitness Hall 603 floor

elevation at door thresholds for Janitor and WCs 604 + 605. .5 Roof Assembly R1 , Note 1.- revise “ Insulation is omitted beyond line of building….” to

read “Insulation is omitted beyond line of exterior face of wall insulation….” .6 Roof Assembly R2 - Add to note 3.: “Tapered Poly-iso insulation to average in depth 3

inches. Submit shop drawings for verification by the Consultant.“ .7 Interior Wall Assembly P6 – Add “NOTE: 1. All recessed panels to be lined with 2 layers of

½” Type X GWB to maintain fire rating.”



1.3.4 Drawing A.201.1- Ground Floor Plan Detail - Rev. 1 .1 114 Vestibule 4 North wall - delete reference to Wall Assembly P6. .2 101 Vestibule 1 South wall – add recessed Time Capsule – owner supplied, contractor to

install. .3 Covered Entry – Bike Racks – add note ”Landscape Cash Allowance.” .4 Add gas fireplace and raised tiled heath and chimney enclosure to Community Living Room

102. .5 Location of Seismic Control Joints added to the plan in Rooms 100 Vestibule 1 and 101

Lobby on Grid lines D and 4. .6 Location of Fire Extinguishers shown. Note that final locations will be determined on site

with the Authority having jurisdiction. .7 Extent of Separate Price #1 and #2 clarified. Note that tile is extended to the exterior

replacing existing tiled entry porch. .8 Legend updated to define SCJ – Seismic Control Joint and FE – Fire Extinguisher. .9 Add Entry Canopy Skylight dimensions. 1.3.5 Drawing A.201.2- Ground Floor Plan Detail - Rev. 1 .1 Location of Seismic Control Joints shown along Gridline Dx. .2 Location of Fire Extinguishers shown. Note that final locations will be determined on site

with the Authority having jurisdiction. .3 Legend updated to define SCJ – Seismic Control Joint and FE – Fire Extinguisher. .4 Building Elevation references 2/A301.2 and 2A/A.301.2 added at South Entry. 1.3.6 Drawing A.201.3- Ground Floor Plan Detail - Rev. 1 .1 Location of Seismic Control Joints shown along Gridlines Bx, 7x, and Dx. .2 Location of Fire Extinguishers shown. Note that final locations will be determined on site

with the Authority having jurisdiction. .3 Legend updated to define SCJ – Seismic Control Joint and FE – Fire Extinguisher. .4 108 Men’s WC and 105 Janitor - relocate floor drain. 1.3.7 Drawing A.202.1- Second Floor Plan Detail - Rev. 1 .1 Fitness Terrace – clarification: Concrete pavers are 24” x 24” and project past the glazed

guard by one paver width. .2 604 WC - relocate floor drain. .3 601 Mechanical – floor sloped to drain around equipment pedestals. .4 Add roof drain between gridlines F + G and 4 + 5. .5 Add Atrium Skylight length dimension. .6 Seismic control joint located along Gridlines 7x, Dx, and 4. .7 Roof drain scupper opening enlarged at Gridlines G + 4. .8 Legend updated to define WF – Water Fountain, HB – Hose Bib, FD – Floor Drain, SCJ –

Seismic Control Joint, and FE – Fire Extinguisher. .9 Elevation references 4/A.301.1 and 5/A.301.1 added at Fitness Terrace. .10 Glazed Guard height added. .11 Dimension along Gridline H between 8 + 9 clarified. .12 Revised Interior Elevations references in Fitness 600.



1.3.8 Drawing A.203 - Roof Plan - Rev. 1 .1 Seismic control joint located along Gridlines Bx, 7x, Dx, and 4. .2 Mechanical equipment relocated as per structural framing requirements between Gridlines

E/F and 7/7x. 1.3.9 Drawing A.204 – Ground Floor Reflected Ceiling Plan - Rev. 1 .1 Seismic control joint located along Gridlines Bx, 7x, Dx, and 4. 1.3.10 Drawing A.301.1 – Detailed Elevations - Rev. 1 .1 Drawing 3: East Elevation - Location of Seismic Control Joints shown. .2 All elevations, Note 21 Cap flashing - scope clarified. .3 Drawing 2: North Elevation - RWL at Gridline E1 revised to two 3” x 3” sheet metal

downpipes. .4 Add Drawings 4 - East Fitness Terrace Elevation and 5 - West Fitness Terrace Elevation. .5 Drawing 3: East Elevation - Feature Wall (Note 3 Sheet Steel Panel) revised to be Note 2A

Cement Fibre Panel Accent Colour 1.3.11 Drawing A.301.2 – Detailed Elevations - Rev. 1 .1 Elevations 1 and 3 - Location of Seismic Control Joints shown. .2 All elevations, Note 21 Cap flashing - scope clarified and Note 25 added. .3 Feature Wall (Note 3 Sheet Steel Panel) revised to be Note 2A Cement Fibre Panel .4 Legend – Add notes: 2A Fibre Cement Board - Accent Colour, 25 Cement Protection Board 1.3.12 Drawing A.502 – Detail 1 - Rev. 1 .1 Refer to Drawing SK-5 for clarification of seismic control joint at roof and skylight. 1.3.13 Drawing A.504 – Details 7 + 11 - Rev. 1 Refer to Drawing SK-6 for:

.1 Clarification of seismic control joints at roof and at ceiling. .2 Detail 11 – Seismic Gap @ Vestibule 3 – parapet construction assembly called up. 1.3.14 Drawing A.507 – Detail 4 - Rev. 1 Refer to Drawing SK-17 for details on Glass Guard @ Fitness Terrace, including glass, post, rail,

fastener, and pad specifications. 1.3.15 Drawing A.508 – Detail 2 - Rev. 1 .1 Refer to Drawing SK-7 for clarification of seismic control joints at roof and at ceiling. 1.3.16 Drawing A.509 – Detail 1 - Rev. 1 Refer to Drawing SK-8 for:

.1 Clarification of seismic control joints at roof and at ceiling. .2 Soffit framing revised to accommodate seismic gap. 1.3.17 Drawing A.611 – Detail 6 - Rev. 1 Refer to Drawing SK-9 for:

.1 Clarification of seismic control joints at wall.



1.3.18 Drawing A.612 – Detail 6 - Rev. 1 Refer to Drawing SK-9 for:

.1 Clarification of seismic control joints at wall. 1.3.19 Drawing A.613 – Add Detail 7 Refer to Drawing SK-16 for:

.1 New detail showing seismic control joint layout at roof and rain water trough. 1.3.20 Drawing A.614 – Detail 5 - Rev. 1 Refer to Drawing SK-15 for:

.1 Revision of seismic control joint cover at wall. 1.3.21 Drawing A.614 – Add Detail 6 Refer to Drawing SK-15 for:

.1 New detail showing seismic control joint covers at wall. 1.3.22 Drawing A.601 – Door Details + Schedule - Rev. 1

.1 Elevation 2: Interior Pressed Steel Frames - Lower head height of PSF 600.1, PS ST 01.2 and PS ST 01.2.

1.3.23 Add:

SK-1 to SK-4 (Future Drawing A.617) - Water Entry + Revision to Roof Access Ladder .1 Add housing to exterior of building at the Existing Mechanical Room to accommodate

new water entry pipes. (Refer to Mechanical). .2 Add new roof access ladder and platform and revise existing ladder to suit. .3 Structural drawings for the work in Sk-1 to Sk-4 to follow in future Addendum.

1.3.24 Drawing A.701 – Interior Elevations – Atrium - Rev. 1

.1 Atrium Elevation 1: East + Atrium Elevation 2: West - Seismic Control Joint added at Gridline 4

.2 Atrium Elevation 1: East - PSF windows head height lowered at Second Floor level.

.3 Atrium Elevation 1: East – Revised material tone over reception desk.

.4 Atrium Elevation 3: South – Revised to agree with plan. 1.3.25 Drawing A.701.1 – Interior Elevations – Living Room + Vestibule 4 - Rev. 1

.1 Community Living Room Elevation 1: South and Community Living Room Elevation 4: South – Gas Fireplace and tiled surround and chimney chase added.

.2 Lobby + Community Living Room Elevation 2: North – Library Entry, Lobby, and Vestibule 1 wall revised to be painted GWB. Fire extinguisher added to Community Living Room 102.

.3 Community Living Room Elevation 1: South - Time Capsule and dedication Plaque located in Vestibule 1.

.4 Lobby + Community Living Room Elevations 1: South + 2: North - Seismic Control Joint added.

.5 Lobby + Community Living Room Elevation 2: North Separate price # 1 description – add: “Replace drinking fountain”.



1.3.26 Drawing A.706 – Interior Elevations – Fitness - Rev. 1

.1 Elevation 1 - 600 Fitness: East and Elevation 2 - 600 Fitness: South - Mirror and plastic laminate wainscoting raised to align with window head/mullion height.

.2 Elevation 3 - 600 Fitness: West - PSF windows head height lowered.

.3 Elevation 1 - 600 Fitness: East – Revised shading of Plastic laminate covered panels to represent millwork.

.4 Elevation 1 - 600 Fitness: East – Mirror extended to meet window wall at Gridline 8.

.5 Elevation 4 - 608 Atrium Bridge: West – TV to be supplied and installed by owner. 1.3.27 Drawing A.805 – Millwork – Community Kitchen 401 .1 Elevation 3 and Detail Plan 4 – Revise as per appended SK 18 and SK 19. Under-counter freezer relocated to right of sink, counter top to be extended to the

refrigerator with cabinetry under, coffee urn to sit on top of counter& adjust overhead cupboard to suit. Stainless Steel counter top and integral sink to be supplied by the Owner and installed by the contractor. Note that a drain for the coffee urn will be integral with the counter top and will need to be connected to the sink drain by the contractor.

1.3.28 DRAWINGS APPENDED

1. A.001 2. A.103 3. A.200 4. A.201.1 5. A.201.2 6. A.201.3 7. A.202.1 8. A.203 9. A.204 10. A.301.1 11. A.301.2 12. A.601 13. A.701 14. A.701.1 15. A.706

16. SK 01 17. SK 02 18. SK 03 19. SK 04 20. SK 05 21. SK 06 22. SK 07 23. SK 08 24. SK 09 25. SK 15 26. SK 16 27. SK 17 28. SK 18 29. SK 19



2.1 ENVELOPE REMEDIATION ADDENDUM # 1

.1 Drawings Appended, dated September 16, 2011:

1. (ER)SK-1 Metal Roof Edge Flashing (ADD 1).

2. (ER)SK-2 2nd Floor Mech Room Door (ADD 1)

2.2 STRUCTURAL ADDENDUM # 1

.1 Pages 1 to 5 appended, dated September 15, 2011, including drawings:

1. SSK-1

2. SSK-2

3. SSK-3

4. SSK-4

END OF ADDENDUM #1

QUEENSBOROUGH COMMUNITY EXPANSION DOOR SCHEDULE Revised 20 SEPTEMBER 2011page 1 of 4

DOOR # ROOM NAME DOOR SIZE DOOR TYPE HARDWARE REMARKS

WID

TH x

H

EIG

HT

(INC

HES

)

THIC

KNES

S (IN

CH

ES)

FIRE

RAT

ING

(H

OU

RS)

REQ

UIR

ED

UN

DERC

UT

DOO

R TY

PE

ALU

M:

SC W

OO

D

Hol

low

Met

al

FIN

ISH

FRO

M

TO FRA

ME

TYP

WO

OD

PRSD

STE

EL

ALU

M

FIN

ISH

STD.

TEM

PER.

SA

FETY

SIDE

LITE

TRA

NSO

M

CLO

SER

H/C

con

trol

EXIT

DEV

ICE

LOC

KSET

WEA

THER

STR

IP

HO

LD O

PEN

AST

RAG

AL

ELEC

STR

IKE

CA

RD R

EADE

R

TRA

CK

THRE

SH.

D100.1 VESTIBULE 1 2 - 36 x 96 -- A1 X -- 100 EXT CW X -- X X X X X X EO X X X X X Motorized Operator - both leafs, Card ReaderD100.2 VESTIBULE 1 2 - 36 x 96 -- A2 X -- 101 100 SF X -- X X X X X X P X Motorized Operator - both leafsD101.1 LOBBY 2 - 36 x 96 1 3/4 1.5 M1 X PT 102 202 PS1 X PT X EO X X X X Hold Open Door Stop / Card Reader AccessD102.1 LOBBY 180 x 132 1.5 FS X - 101 102 -- Roll Down Fire Shutter - See Section 08 33 00D103.1 ATRIUM 2 - 34 x 84 1 3/4 1.5 M1 X PT GYM 103 PS1 X PT X X X P New rated door + frame in existing openingD103.2 ATRIUM 36 x 96 3/4 M2 X PT ST01 103 PS2 X PT X X X X P X X Card Reader + Buzzer AccessD103.3 ATRIUM 2 - 36 x 96 -- A2 X -- 400 103 SF X -- X X X X EOD103.4 ATRIUM 1 - 36 x 96 -- A2 X -- 402 103 SF X -- X X X X X EODST2.1 EXIT 2 36 X 96 1 3/4 -- M4 X PT ST02 EXT PS3 X PT X X X X No access from exterior - blankD104.1 VESTIBULE 2 2 - 36 x 96 1 3/4 -- A2 X -- 103 104 SF X -- X X X X PD104.2 VESTIBULE 2 2 - 36 x 96 1 3/4 -- A1 X -- 104 EXT CW X -- X X X X X EO X X X X Card Reader D105.1 JANITOR 36 x 96 1 3/4 0 W2 X PT 104 105 PS3 X -- STD106.1 FAMILY WC 36 x 96 1 3/4 -- W2 X PT 103 106 PS3 X -- PD109.1 CHAIR STORAGE 2 - 36 x 84 1 3/4 -- W2 X PT 109 GYM PS3 X PT ST Hardware to be flush or recessed in doorD110.1 EQUIP. STORAGE 2 - 36 x 84 1 3/4 -- W2 X PT 110 GYM PS3 X PT ST Hardware to be flush or recessed in doorD111.1 GYM SERVERY 36 x 96 1 3/4 -- M1 X PT 112 111 PS3 X PT EOD111.2 SERVERY SHUTTERS 2 - 36 x 48 1 3/4 -- W2 X PT GYM 111 PS3 X PT * Lock from inside with throw boltD112.1 VESTIBULE 3 2 - 30 x 84 EXIST. -- EXIST X PT HALL 112 PT Demo - Separate PriceD112.2 VESTIBULE 3 2 - 36 x 96 EXIST -- EXIST X PT GYM 112 PT Paint onlyD112.3 VESTIBULE 3 2 - 36 x 96 -- A1 X -- 112 EXT CW X -- X X EO X X XD113.1 VESTIBULE 4 2 - 36 x 84 3/4 M2 X PT 102 113 PS2 X PT X X X X XD113.2 VESTIBULE 4 34 x 84 3/4 M3 X PT 113 KITCH. PS2 X PT X

D201.1 LIBRARY STORAGE 30 x 96 1 3/4 -- W2 X PT 200 201 PS3 X PT ST Keyed separately from MasterD202.1 LIBRARY STUDY 36 x 96 1 3/4 -- A2 X -- 200 202 AS X -- X DB X Lockable from Library onlyD202.2 LIBRARY STUDY 36 x 96 1 3/4 -- A2 X -- 102 202 AS X -- X DB X Keyed access onlyD203.1 LIBRARY BOOK RETURN 36 x 96 1 3/4 3/4 W2 X PT 203 200 PS2 X PT DB X Fire rated Book Return

D300.1 RECEPTION 127 x 132 0 SS X PF 300 101 PF Smoke Shutter - See Section 08 33 00D300.2 RECEPTION 113 x 132 0 SS X PF 300 103 PF Smoke Shutter - See Section 08 33 00D301.1 MANAGER OFFICE 36 x 96 1 3/4 -- W4 X CI 300 301 SF X -- EOD302.1 SOFT ROOM 36 x 96 1 3/4 -- W4 X CI 304 302 SF X -- EOD303.1 POLICE OFFICE 36 x 96 1 3/4 -- W4 X CI 304 303 SF X -- EO X X Card Reader AccessD303.2 POLICE OFFICE 2 - 33 X 96 1 3/4 -- W4 X Cl 303 CLOSET - X RP X Biparting w/ roller catch + dummy leversD304.1 ADMIN. HALL 36 x 96 1 3/4 0 A2 X -- 103 304 SF X -- EO X X X Card Reader AccessD305.1 PROGRAM OFFICE 36 x 96 1 3/4 -- W4 X CI 304 305 SF X -- EOD306.1 ADMIN. STORAGE 36 x 96 1 3/4 -- W4 X CI 304 306 PS3 X -- ST

LOCATION FRAME GLASS

PUBLIC AREAS

LIBRARY

ADMINISTRATION



WID

TH x

H

EIG

HT

(INC

HES

)

THIC

KNES

S (IN

CH

ES)

FIRE

RAT

ING

(H

OU

RS)

REQ

UIR

ED

UN

DERC

UT

DOO

R TY

PE

ALU

M:

SC W

OO

D

Hol

low

Met

al

FIN

ISH

FRO

M

TO FRA

ME

TYP

WO

OD

PRSD

STE

EL

ALU

M

FIN

ISH

STD.

TEM

PER.

SA

FETY

SIDE

LITE

TRA

NSO

M

CLO

SER

H/C

con

trol

EXIT

DEV

ICE

LOC

KSET

WEA

THER

STR

IP

HO

LD O

PEN

AST

RAG

AL

ELEC

STR

IKE

CA

RD R

EADE

R

TRA

CK

THRE

SH.

D307.1 SERVER 36 x 96 1 3/4 -- W4 X CI 307 304 PS3 X -- P X Card ReaderD308.1 FLEX OFFICE 1 36 x 96 1 3/4 -- W4 X CI 304 308 SF X -- X EOD308.2 FLEX OFFICE 1 2 - 27 x 96 1 3/4 -- W4 X Cl 308 CLOSET - X RP X Biparting w/ roller catch + dummy leversD309.1 STAFF WC 36 x 96 1 3/4 -- W4 X CI 304 309 PS3 X PT PRD310.1 STAFF ROOM 36 x 96 1 3/4 -- W4 X CI 304 310 PS3 X PT PD311.1 FLEX OFFICE 2 36 x 96 1 3/4 -- W1 X CI 304 311 SF X -- EOD311.2 FLEX OFFICE 2 36 x 96 1 3/4 -- W1 X CI 401 311 SF X -- EO

D312.1 MEETING ROOM 36 x 96 1 3/4 -- W4 X Cl 103 312 SF X -- EO X Card Reader

D400.1 MULTI-PURPOSE 1 4 - 57 x 96 -- A3 X -- 400 EXT AS X -- X X Sliders Locked From Inside OnlyD400.2 MULTI-PURPOSE 1 2 - 36 x 96 1 3/4 -- W2 X CI CLOSET 400 PS3 X PT EOD400.3 MULTI-PURPOSE 1 2 - 36 x 96 1 3/4 -- W2 X CI CLOSET 400 PS3 X PT EOD400.4 MULTI-PURPOSE 1 36 x 96 1 3/4 -- W2 X PT CLOSET 400 PS3 X PT STD401.1 COMMUNITY KITCHEN 36 X 96 -- A1 X -- 401 EXT SF X -- X X DB X XD402.1 MULTI-PURPOSE 2 4 - 69 x 96 -- A3 X 402 EXT AS X -- X X Sliders Locked From Inside OnlyD402.2 MULTI-PURPOSE 1 36 X 96 -- A1 X -- 402 EXT SF X -- X X DB X XD402.3 MULTI-PURPOSE 2 2 - 36 x 96 1 3/4 -- W2 X PT CLOSET 402 PS3 X PT STD402.4 MULTI-PURPOSE 2 42 x 132 1 3/4 -- W2 X PT CLOSET 402 - Flush panel door without frameD402.5 MULTI-PURPOSE 1 10 - 36 x120 3 1/2 -- SS C 400 402 -- -- See Section 10 22 26 - Operable Partition

D500.1 CHILDCARE ENTRY 36 x 96 1 3/4 3/4 W3 X PT 104 500 SF X -- X C X Card Reader AccessD501.1 CHILDCARE OFFICE 36 x 96 1 3/4 -- W1 X PT 500 501 SF X -- EOD502.1 CHILDCARE CUBBIES 34 x 96 -- A1 X -- 502 EXT CW X -- X X EO X XD503.1 CHILDCARE ACTIVITY 36 x 96 -- A1 X -- 503 EXT CW X -- X X EO X XD503.2 CHILDCARE ACTIVITY 2 - 24 x 96 -- W2 X PT CLOSET 503 PS3 X PT ST Keyed separately from MasterD503.3 CHILDCARE ACTIVITY 2 - 24 x 96 -- W2 X PT CLOSET 503 PS3 X PT ST Keyed separately from MasterD503.4 CHILDCARE ACTIVITY 324 x 96 -- SG X -- 503 506 -- X Security Grille - See Section 08 34 00D504.1 CHILD WC 36 x 96 -- -- - -- 503 504 PS3 X PT Frame onlyD505.1 ADULT WC 36 x 96 -- W2 X PT 503 505 PS3 X PT PRD507.1 CHILDCARE STORAGE 36 x 96 -- W2 X PT 506 507 PS3 X PT ST

D600.1 EXIT 2 36 x 96 3/4 M3 X PT 600 ST01 PS2 X PT X X PD601.1 MECHANICAL 42 x 96 3/4 M3 X PT 603 601 PS2 X PT STD602.1 JANITOR 36 x 96 0 M3 X PT 602 603 PS3 X PT ST


FITNESS

MULTI-PURPOSE

CHILDCARE



WID

TH x

H

EIG

HT

(INC

HES

)

THIC

KNES

S (IN

CH

ES)

FIRE

RAT

ING

(H

OU

RS)

REQ

UIR

ED

UN

DERC

UT

DOO

R TY

PE

ALU

M:

SC W

OO

D

Hol

low

Met

al

FIN

ISH

FRO

M

TO FRA

ME

TYP

WO

OD

PRSD

STE

EL

ALU

M

FIN

ISH

STD.

TEM

PER.

SA

FETY

SIDE

LITE

TRA

NSO

M

CLO

SER

H/C

con

trol

EXIT

DEV

ICE

LOC

KSET

WEA

THER

ST

RIP

HO

LD O

PEN

AST

RAG

AL

ELEC

STR

IKE

CA

RD R

EADE

R

TRA

CK

THRE

SH.

D604.1 WC 1 36 x 96 -- W2 X PT 603 604 PS3 X PT PRD605.1 WC 2 36 x 96 -- W2 X PT 603 605 PS3 X PT PRD606.1 FITNESS 2 - 36 x 96 -- A2 X -- 600 606 SF X X X EO X Card ReaderD606.2 EXIT 1 42 x 96 3/4 M2 X PT 606 ST 1 PS2 X PT X X PD606.3 ELEVATOR MACHINE RM 36 x 96 -- W2 X PT 607 606 PS3 X PT STD606.4 ATRIUM BRIDGE 36 x 96 -- A1 X -- 606 EXT CW X X EO X X

ENVELOPE REMEDIATIONDOOR # ROOM NAME DOOR SIZE DOOR TYPE HARDWARE REMARKS

WID

TH x

H

EIG

HT

(INC

HES

)

THIC

KNES

S (IN

CH

ES)

FIRE

RAT

ING

(H

OU

RS)

REQ

UIR

ED

UN

DERC

UT

DOO

R TY

PE

ALU

M:

SC W

OO

D

Hol

low

Met

al

FIN

ISH

FRO

M

TO FRA

ME

TYP

WO

OD

PRSD

STE

EL

ALU

M

FIN

ISH

STD.

TEM

PER.

SA

FETY

SIDE

LITE

TRA

NSO

M

CLO

SER

H/C

con

trol

EXIT

DEV

ICE

LOC

KSET

WEA

THER

ST

RIP

HO

LD O

PEN

AST

RAG

AL

ELEC

STR

IKE

CA

RD R

EADE

R

TRA

CK

THRE

SH. Refer to ER Drawings for all doors in this section.

(ER)W01 ROYAL ROOM 44± x 96± -- A1 X -- EXT CW X -- X X X X X X(ER)W01R PORT ROOM 44± x 96± -- A1 X -- EXT CW X -- X X X X X X(ER)W05 VEST. 2 - 36± x 84± -- A1 X -- EXT CW X -- X X X X X X X(ER)D01 WRECK ROOM 44± x 84± -- M4 X PT EXT PS3 X PT X X X X(ER)D01R LIBRARY 44± x 84± -- M4 X PT EXT PS3 X PT X X X(ER)D02 MECH. ROOM (2F) 36± x 84± -- M4 X PT EXT PS3 X PT X X(ER)D03 UNHEATED STORAGE 2 - 36± x 84± -- M4 X PT EXT PS3 X PT X X X(ER)D04 UNHEATED STORAGE 44± x 84± -- M4 X PT EXT PS3 X PT X X




LEGENDMATERIALS + FINISHES: DOOR STOPS:W Solid Core Wood Door B Wall Stop - Bumper stylePS Pressed Steel Frame, thermally broken and insulated at all exterior locations W Wall Stop - Peg styleHM Hollow Metal Door, Insulated at all exterior locations F Floor StopPT PaintPF Pre-finishedClr Clear FinishPL Plastic LaminateC Carpet

DOOR TYPES: HARDWARE FUNCTIONS:ALUMINIUM EO Entrance / OfficeA1 Thermally broken Fully glazed C ClassroomA2 Fully glazed PR PrivacyA3 Thermally broken slider PA Passage

ST StorageSPECIALTY DU Dummy/ClosetOP Operable Partition SG Security Screen CL ClosetFS Fire Shutter RP Recessed PullSS Smoke Shutter CR Card Reader Access

HOLLOW METAL DOORS - RATEDM1 Porthole - 1.5 FRR w/ Firelite glassM2 Fully Glazed - .75 FRRM3 Solid Slab - .75 FRRM4 Solid slab - unrated + insulated

WOODW1 Fully glazed wood veneerW2 Solid slab paintedW3 Solid slab with port hole - rated as requiredW4 Solid slab Wood veneer - clear finish

FRAME TYPESPRESSED STEELPS1 2HR Fire Rated AssemblyPS2 3/4 HR FRR Fire Rated Pressed Steel FramePS3 Standard Pressed Steel Frame - insulated @ Exterior

ALUMINUMAS Aluminum SliderSF StorefrontCW Curtain Wall

QUEENSBOROUGH COMMUNITY CENTRE EXPANSIONFINISH SCHEDULE

page 1 of 3

URBAN ARTS ARCHITECTURE REVISED SEPTEMBER 19, 2011 - ADDENDUM # 1

Room # Room Name Floor Base Walls Ceiling NOTESGROUND FLOOR N E S W Material Height

100 VESTIBULE 1 Tile 1 Tile 1 Glazing Glazing Siding GWB-Pt Wd Soffit, St 11'0" Ply backing for Signage (Education - LEED) + TVEFG 12" PLWS PLWS

101 LOBBY Tile 1 Tile 1 GWB-Pt GWB-Pt GWB-Pt GWB-Pt, PLWS Wd. Structure, St 26'0" Acoustic Panel (AWP) - allow for 100 sqft - location TBD12" Glazing, PLWS Glazing Glazing Fire Shutter Fire Shutter - See Section 8

102 LIVING ROOM Tile 1 Tile 1 Pt Pt Pt Pt Pt varies New tile, paint and refinish existing wall surfaces (existing building) 12" PLWS PLWS PLWS PLWS St existing Wd Add tile to fireplace surround and hearth Separate Price #1

103 ATRIUM Tile 1 Tile 1 open GWB, Pt, PLWS GWB, Pt GWB, Pt / Wd Soffit, St 11'0" Acoustic Panel (AWP) - allow for 475 sqft - location TBD/Skylight12" Glazing, AWP Glazing, PLWS PLWS Wd Structure,St 26'0" See Millwork Drawings for valence details at reception desk

104 VESTIBULE 2 EFG Tile 1 Glazing Siding Glazing GWB, Pt Wd Soffit 11'0"12" PLWS

105 JANITOR FAF FAF GWB-Pt GWB-Pt GWB-Pt GWB-Pt GWB-Pt 9'0" Ply backing for Shelving6" PLWS PLWS Flooring welded to wall base. PLWS to height of 4'-0" AFF at sink.

106 FAMILY WC Tile 1 Tile 1 GWB-Pt GWB-Pt GWB-Pt GWB-Pt GWB-Pt 9'0" Ply backing for WC Accessories + Change Table12" Tile 2 Tile 2 Tile 2 Tile 2 Tile to 8'-0" AFF

107 WOMEN'S WC Tile 1 Tile 1 GWB-Pt, PLWS GWB-Pt GWB-Pt GWB-Pt GWB-Pt 9'0" Ply backing for WC Accessories12" Tile 2, mirror PLWS Tile 2, PLWS Tile to 8'-0" AFF

108 MEN'S WC Tile 1 Tile 1 GWB-Pt, PLWS GWB-Pt GWB-Pt GWB-Pt GWB-Pt 9'0" Ply backing for WC Accessories12" Tile 2, mirror PLWS PLWS Tile 2 Tile to 8'-0" AFF

109 CHAIR STORAGE Conc Rubber Ply, Pt Ply, Pt Ply, Pt Ply, Pt Wd Structure 13'4" Plywood to 8'-0" AFFGWB, Pt GWB, Pt GWB, Pt GWB, Pt

110 EQUIP. STORAGE Conc Rubber Ply, Pt Ply, Pt Ply, Pt Ply, Pt Wd Structure 13'4" Plywood to 8'-0" AFFGWB, Pt GWB, Pt GWB, Pt GWB, Pt

111 GYM SERVERY Res Flr 4 Res Flr 4 GWB-Pt GWB-Pt GWB-Pt GWB-Pt GWB-Pt 9'0" Ply backing for Millwork6" Flooring welded to wall base

112 VESTIBULE 3 Tile 1 Tile 1 GWB-Pt, GWB-Pt GWB-Pt, PLWS GWB-Pt GWB-Pt 11'-0"Glazing PLWS Glazing PLWS

113 VESTIBULE 4 Tile 1 Tile 1 GWB-Pt GWB-Pt GWB-Pt GWB-Pt GWB-Pt Match New Fire rated walls to U/S of roof structure to enclose space(existing building) 12" PLWS Glazing PLWS Glazing exist. New Partition and glazing at east wall.

114 ROYAL RM VESTIBULE Tile 1 Tile 1 Pt Pt Pt Pt 9'-0" Separate Price #2(existing building) 12" PLWS Open PLWS exist.

115 WEST CORRIDOR Tile 1 Tile 1 Pt Pt Pt Pt Pt 9'-0" Separate Price #2(existing building) 12" PLWS PLWS Open PLWS exist.

116 MEN'S WC Tile 1 Tile 1 Tile 2 Tile 2 Tile 2 Tile 2 Pt 9'-0" Separate Price #2(existing building) 12" exist.

117 WOMEN'S WC Tile 1 Tile 1 Tile 2 Tile 2 Tile 2 Tile 2 Pt 9'-0" Separate Price #2(existing building) 12" exist.

118 GYMNASIUM PLWS PLWS PLWS PLWS New plastic laminate over existing plywood only to a height of 7'-0"(existing building) Remove existing p.lam wainscotting

200 LIBRARY Carpet Tile Rubber GWB-Pt GWB-Pt GWB-Pt GWB-Pt ACT/ 11'0"/9'0" Ply backing for Shelving Res Flooring behind Info Desk(partially existing building) Res Flr 1 AWP AWP, TB AWP Wd. Structure, St 13'4" See Millwork Drawings for valence details at reception desk

201 LIBRARY STORAGE Res Flr 1 Rubber GWB-Pt GWB-Pt GWB-Pt GWB-Pt GWB-Pt 9'0"(existing building) TB

202 LIBRARY STUDY Carpet Tile Rubber GWB-Pt GWB-Pt GWB-Pt GWB-Pt ACT 9'0"(existing building) Glazing Glazing

203 BOOK RETURN Res Flr 1 Rubber GWB-Pt GWB-Pt GWB-Pt GWB-Pt Ex. Structure 13'4" Book Return Slots - See Section 10

300 RECEPTION Res Flr 1 Rubber GWB-Pt GWB-Pt GWB-Pt GWB-Pt ACT 9'0" Smoke/ Security Shutter-see Section 8, South wall - 43" AFF

1

1

111

1


page 2 of 3


Room # Room Name Floor Base Walls Ceiling NOTESGROUND FLOOR N E S W Material Height

Glazing See Millwork Drawings for valence details at reception desk301 MANAGER OFFICE Carpet Tile Rubber GWB-Pt GWB-Pt GWB-Pt GWB-Pt ACT 9'0"

Glazing Glazing302 SOFT MEETING RM Carpet Tile Rubber GWB-Pt GWB-Pt GWB-Pt GWB-Pt ACT 9'0"

Glazing303 POLICE OFFICE Carpet Tile Rubber GWB-Pt GWB-Pt GWB-Pt GWB-Pt ACT 9'0"

Glazing304 ADMIN. HALL Res Flr 1 Rubber GWB, Pt GWB, Pt GWB, Pt GWB, Pt ACT 9'0" Aluminum Base under glazing, see Elevations

Alum Glazing TB Glazing TB305 PROGRAM OFFICE Carpet Tile Rubber GWB, Pt GWB, Pt GWB, Pt GWB, Pt ACT 9'0"

Glazing Glazing306 ADMIN. STORAGE Res Flr 1 Rubber GWB, Pt GWB, Pt GWB, Pt GWB, Pt ACT 9'0" Ply backing for Shelving

307 SERVER Res Flr 5 Rubber GWB, Pt GWB, Pt GWB, Pt GWB, Pt ACT 9'0" Ply backing for Shelving

308 FLEX OFFICE 1 Carpet Tile Rubber GWB, Pt GWB, Pt GWB, Pt GWB, Pt ACT 9'0"Glazing

309 STAFF WC Tile 1 Tile 1 GWB, Pt GWB, Pt GWB, Pt GWB, Pt GWB-Pt 9'0" Ply backing for WC Accessories12" Tile 2 Tile 2 Tile 2 Acrylic Shower Surround, Tile to 8'0" AFF

310 STAFF ROOM Res Flr 1 Rubber GWB, Pt GWB, Pt GWB, Pt GWB, Pt ACT 9'0" Tile BacksplashTile 3

311 FLEX OFFICE 2 Res Flr 1 Rubber GWB, Pt GWB, Pt GWB, Pt GWB, Pt ACT 9'0"Glazing Glazing TB

312 MEETING ROOM Res Flr 1 Rubber GWB, Pt GWB, Pt GWB, Pt GWB, Pt ACT 9'0" Ply backing for Pen Rail, TV, wall hooks + cabinet mountingPWC PWC Glazing GWB, Pt 8'2"

400 MULTI-PURPOSE 1 Res Flr 1 Rubber GWB, Pt GWB, Pt/AWP open GWB, Pt ACT 8'2"AWP Glazing Glazing Wd. Structure, St 13'4"

401 COMMUNITY Res Flr 4 Res Flr 4 GWB, Pt GWB, Pt open GWB, Pt ACT 8'2" Flooring welded to wall baseKITCHEN 6" Tile 3 Ceiling Tiles to be High Washability

402 MULTI-PURPOSE 2 Res Flr 1 Rubber open GWB / ACT Glazing GWB / ACT ACT 11'0"Glazing Wd. Structure, St 13'4"

500 CHILDCARE ENTRY Res Flr 1 Rubber GWB, Pt GWB, Pt GWB, Pt open ACT 8'2"PLP, TB Glazing

501 CHILDCARE OFFICE Res Flr 1 Rubber GWB, Pt GWB, Pt GWB, Pt GWB, Pt ACT 8'2"Glazing Glazing Glazing

502 CHILDCARE CUBBIES Res Flr 1 Rubber open GWB, Pt GWB, Pt GWB, Pt Wd. Structure, St 13'4"

503 CHILDCARE Res Flr 1 Rubber GWB, Pt GWB, Pt Glazing GWB, Pt ACT/ 11'0" See Millwork Drawings for ply panelling + sill details at South andACTIVITY ROOM PLP / AWT PLP / PWC GWB, Pt PLP Wd. Structure, St 13'4" West Elevations

504 CHILDCARE WC Tile 1 Tile 1 GWB, Pt GWB, Pt GWB, Pt GWB, Pt GWB, Pt 9'0" Ply backing for WC Accessories12" Tile 2 Tile 2, mirror Tile 2 Tile 2 Tile to 8'0" AFF

505 ADULT/HC WC Tile 1 Tile 1 GWB, Pt GWB, Pt GWB, Pt GWB, Pt GWB, Pt 9'0" Ply backing for WC Accessories12" Tile 2 Tile 2 Tile 2 Tile 2, mirror Tile to 8'0" AFF

506 CHILDCARE SERVERY Res Flr 2 Rubber GWB, Pt GWB, Pt open GWB, Pt ACT 8'-2"PLP PLP

507 CHILDCARE STORAGE Res Flr 1 Rubber GWB, Pt GWB, Pt GWB, Pt GWB, Pt Wd. Structure, St 13'4" Ply backing for Shelving

ST01 EXIT 1 Res Flr 1 Rubber GWB, Pt GWB, Pt GWB, Pt GWB, Pt Wd. Structure, St open Tactile warning strip @ top of stairsTreads/Risers Glazing, Pt Glazing Glazing Ply backing for handrails

ST02 EXIT 2 Res Flr 1 Rubber GWB, Pt GWB, Pt GWB, Pt GWB, Pt Wd. Structure, St varies Tactile warning strip @ top of stairsTreads/Risers Play backing for handrails

1


page 3 of 3


Room # Room Name Floor Base Walls Ceiling NOTESSECOND FLOOR N E S W

600 FITNESS Res Flr 2 Rubber GWB, Pt GWB, Pt GWB, Pt GWB, Pt, Mirror ACT 10'-0" Ply backing for cleaning stations (3), mirrors, ramp handrailRes Flr 3 Mirror, glazing Mirror, PLWS Mirror TB, Glazing Wd. Structure, St Varies Non slip Res Flr 3 on Ramp only

601 MECHANICAL FAF FAF GWB, Pt GWB, Pt GWB, Pt GWB, Pt Wd. Structure, St open Refer to Mechanical Drawings for wall mounted equipment and provide

blocking.

602 JANITOR FAF FAF GWB, Pt PLWS PLWS PLWS GWB, Pt 8'2" Ply backing for Shelving6" Flooring welded to wall base. PLWS to height of 4'-0" AFF at sink.

603 FITNESS HALL Res Flr 2 Rubber GWB, Pt open GWB, Pt GWB, Pt ACT 8'2"

604 WC 1 Tile 1 Tile 1 GWB, Pt GWB, Pt GWB, Pt GWB, Pt GWB, Pt 9'0" Ply backing for WC Accessories12" Tile 2 Tile 2 Tile 2 Tile 2, mirror

605 WC 2 Tile 1 Tile 1 GWB, Pt GWB, Pt GWB, Pt Millwork GWB, Pt 9'0" Ply backing for WC Accessories12" Tile 2 Tile 2, mirror Tile 2 Tile 2

606 ATRIUM BRIDGE Res Flr 1 Rubber GWB, Pt GWB, Pt GWB, Pt GWB, Pt Wd. Soffit, St 8'2" Ply backing for TV, see elevationGlazing Glazing Glazing

607 ELEVATOR Res Flr 1 Rubber GWB, Pt GWB, Pt GWB, Pt GWB, Pt Wd. Structure openMACHINE RM

LEGEND

ACT Acoustic Ceiling TileAFF Above Finish FloorAWP Acoustic Wall PanelConc ConcreteCpt Tile Carpet TileGWB Gypsum Wall BoardEFG Entrance Floor GrillPt PaintPLP Plastic Laminate PanelingPWC Presentation Wall CoveringFAF Fluid Applied Flooring - see Section 09 67 00 - PaintingRes Flr 1 Resilient Flooring - LinoleumRes Flr 2 Resilient Flooring - Sports Floor Rubber TileRes Flr 3 Resilient Flooring - Non Slip RubberRes Flr 4 Resilient Flooring - Non Slip LinoleumRes Flr 5 Resilient Flooring - Anti StaticRubber Rubber BaseSiding Cedar Siding to match exterior, stain finishStair Treads Formed Resilient Flooring Stair TreadsSt StainTBD To be determinedTile 1 Porcelain Floor TileTile 2 Porcelain Wall TileTile 3 Ceramic Wall TileTB Tack Board SurfaceWd WoodPLWS Plastic Laminate Wainscotting - Refer to Interior Elevations + Section 06 40 00 - Millwork

1

1

1

11

1


3 CONCRETE SECTION 03 14 00 CONCRETE PAVERS page 1 of 5

1 GENERAL

1.1 SUMMARY

.1 Section Includes:

.1 Concrete paving slabs with pedestals.

.2 Cleaning and sealing paver slabs.

1.2 Related Work.

.1 Section 07 52 16 – Membrane Roofing

.2 Section 07 21 00 – Thermal Insulation

.3 Section 07 62 00 – Metal Flashing and Trim

.4 Section 09 90 00 – Painting

1.3 REFERENCES

.1 Canadian Standards Association (CSA) A231.1, Precast Concrete Paving Slabs

1.4 SUBMITTALS

.1 LEED Product Summary Sheet: Furnish the Consultant with a completed form for each construction material used in the Expansion and Renovation Work. See Appendix 1 for Sample Product Summary Sheet.

.2 Shop drawings: Indicate perimeter conditions, relationship to adjoining materials and assemblies, expansion and control joints, paving slab layout, patterns, color, arrangement, installation and setting details.

.3 Paving slabs:

.1 One representative full-size sample of each slab type, thickness, color, finish. Select samples to indicate the extremes of color and texture expected in the finished installation.

.2 Accepted samples become the standard of acceptance for the work in this Section.

.3 Manufacturer's catalog literature and material safety data sheets for the safe handling of the specified materials and products.

1.5 QUALITY ASSURANCE

.1 Paving Subcontractor Qualifications:

.1 Utilize an installer having successfully completed concrete paving slab installation similar in design, material, and extent indicated on this project.

.2 Mock-Ups:

.1 Install a 7 ft x 7 ft (2 x 2 m) area.



.2 Use this area to determine pedestal height and shimming requirements, joint sizes, lines, laying pattern(s), color(s), and texture of the job.

.3 This area will be used as the standard by which the work will be judged.

.4 Subject to acceptance by owner, mock-up may be retained as part of finished work.

.5 If mock-up is not retained, remove and properly dispose of mock-up.

1.6 DELIVERY, STORAGE & HANDLING

.1 General: Comply with Division 1 Product Requirement Section.

.2 Comply with manufacturer’s ordering instructions and lead-time requirements to avoid construction delays.

.3 Delivery: Deliver materials in manufacturer’s original, unopened, undamaged containers packaging with identification labels intact.

.1 Coordinate delivery and paving schedule to minimize interference with normal use of buildings adjacent to paving.

.2 Deliver concrete paving slabs to the site in steel banded, plastic banded or plastic wrapped packaging capable of transfer by forklift or clamp lift.

.3 Unload slabs at job site in such a manner that no damage occurs to the product.

.4 Storage and Protection: Store materials protected such that they are kept free from mud, dirt, and other foreign materials.

.5 Store concrete paving slab cleaners and sealers per manufacturer’s instructions.

1.7 PROJECT/SITE CONDITIONS

.1 Environmental Requirements:

.1 Do not install pedestals and slabs during heavy rain or snowfall.

1.8 MAINTENANCE

.1 Extra Materials: Provide 10% additional material for use by owner for maintenance and repair, including pedestals.

2 PRODUCTS

2.1 CONCRETE PAVING SLABS

.1 Concrete Paving Slabs:

.1 Colour: grey concrete



.2 Size: 2.0 in. thick.

.3 Texture: medium finish texture for safety and durability

2.2 PRODUCT SUBSTITUTIONS

.1 Substitutions: No substitutions permitted.

2.3 PEDESTALS

.1 Provide paver pedestals as follows:

.1 Material: 1” thick Neoprene pads

3 EXECUTION

3.1 EXAMINATION

.1 Acceptance of Site Verification of Conditions:

.1 Contractor shall inspect, accept and certify in writing that roof conditions meet specifications for the following items prior to installation of concrete paving slabs.

.1 Verify that all specified geotextiles, if applicable, have been placed according to drawings and specifications.

.2 Verify that all specified waterproofing, if applicable, has been placed according to drawings and specifications.

.3 Verify that all specified protection board, if applicable, has been placed according to drawings and specifications.

.4 Verify that roof deck materials, thickness, surface tolerances and elevations conform to specified requirements.

.5 Provide written test results for roof deck materials to the Owner, General Contractor and paving slab installation subcontractor.

.6 Verify location, type, and elevations of edge restraints, drains, drain holes, holes and inlets.

.7 Do not proceed with any work in this Section until roof conditions are corrected.



3.2 EXAMINATION

.1 Verify that all surfaces, membrane(s), protection board, insulation, drains, are free from dirt, oil, grease or any deleterious substances and debris which may prevent installation, drainage, and stability of the paving slab installation.

.2 Verify that roof deck has a minimum of 2% slope to drains.

.3 Do not begin paving work until such conditions have been corrected and conditions are ready to receive leveling materials and paving slabs.

3.3 INSTALLATION

.1 Locate and place pedestals according to manufacturer’s recommendations and as indicated on the drawings.

.2 Place paving slabs on pedestals to be supported according to pedestal manufacturer’s recommendations.

.3 Align pedestals in all directions and shim elevations of slabs as work progresses and according to the manufacturer’s recommendations.

.4 Trim and remove uncovered portion of pedestals to fit tightly with slabs against parapets, walls, and protrusions in the roof.

.1 Cut paving slabs with a masonry saw to fit in these areas. A paver splitter shall not be used. Cut slabs without damage to exposed faces and edges. Cut units should be no smaller than [1/2] of a whole slab.

.5 Maintain consistent joint widths and joints aligned in all directions as indicated on the drawings.

.6 Do not install cracked, broken or otherwise blemished paving slabs.

.7 Remove cut pieces and other debris from the surface and on the roof deck.

.1 Surface shall be broom clean.

3.4 FIELD QUALITY CONTROL

.1 Check final surface elevations for conformance to drawings.

.2 Lippage: Maximum 1/4 in. height variation between adjacent paving slabs.

.3 Joint (bond) lines shall not deviate more than ±1/2 in. over 50 ft. from string lines.

.4 The final surface tolerance from grade elevations shall not deviate more than ±3/8 in. under a 10 ft straightedge.



3.5 CLEANING, SEALING

.1 Clean and seal concrete slabs in accordance with the manufacturer’s written recommendations, and in compliance with Section 09 90 00: Painting.

3.6 PROTECTION

.1 After work in this section is complete, Contractor shall protect work from damage due to subsequent construction activity on the site.

END OF SECTION 03 14 00


7 THERMAL & MOISTURE PROTECTION SECTION 07 71 00 SEISMIC JOINT ASSEMBLIES page 1 of 6

1 GENERAL

1.1 RELATED DOCUMENTS

.1 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

.1 This Section includes the following: .1 Elastomeric sheet‑covered foam, bellow‑type roof seismic control joint assemblies.

.2 Interior seismic expansion joint surface-mounted ceiling and wall covers. .3 Fire rated interior seismic expansion joints with surface-mounted aluminum ceiling

and wall covers. .4 Expansion joint accessories.

1.3 RELATED SECTIONS

.1 Section 06 10 00: Rough Carpentry

.2 Section 07 52 16: SBS Roofing

.3 Section 07 62 00: Metal Flashings and Trim

.4 Section 05 50 00: Metal Fabrications.

.5 Section 07 84 00: Firestopping

.6 Section 07 92 00: Joint Sealants

.7 Section 09 21 00: Gypsum Wall Board

.8 Section 09 90 00: Painting

1.4 PERFORMANCE REQUIREMENTS

.1 General: Provide roof and wall seismic control joint covers that, when installed, remain watertight within movement limitations specified by manufacturer.

.2 Movement: Provide roof and wall seismic control joint covers that accommodates vertical movement, and either 4 in. (100 mm) of horizontal movement, or 8 in. (200 mm) of horizontal movement as indicated on Architectural and Structural Drawings.

1.5 SUBMITTALS

.1 General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections.

.2 Product data for each type of roof joint cover specified.

.3 Shop drawings showing fabrication and installation of roof joint covers including plans, sections, details of components, anchorage details, intersections, transitions, and fittings and attachments to other units of Work.

.4 Furnish manufacturer’s standard-size samples of proposed joint cover for each type of joint system indicated.



.5 Certificates: .1 Material test reports from qualified independent testing agency indicating and

interpreting test results relative to compliance of fire-rated expansion joint assemblies.


.1 Installer Qualifications: Engage an experienced installer who has completed installation of wall and roof joint covers similar in material, design and extent to that indicated for this project and with a record of successful in‑service performance.

.2 Fabrications: Provide factory-fabricated corners, transitions, intersections and terminations, fully covered under the joint cover manufacturer’s warranty. Field-fabricated corners, transitions, intersections and terminations not permitted.

.3 Source Limitations: Obtain all architectural joint systems through one source from a single manufacturer.

.4 Product Options: Drawings indicate size, profiles, and dimensional requirements of architectural joint systems and are based on the specific systems indicated.

.5 Fire Performance Characteristics: Where required, provide expansion joint cover assemblies identical to those of assemblies whose fire resistance has been determined per CAN-S101, ANSI/UL 263, NFPA 251 or ASTM E119, ASTM E814, and ULC Standard CAN/ULC-S115, including hose stream test at full-rated period by UL.

1. Fire Rating: Not less than the rating of adjacent construction.

.6 Loading Characteristics: 1. Design standard floor coverings to withstand a maximum point load of 500 pounds

without damage or permanent deformation. 2. Design heavy-duty covers to withstand a point load of 2,000 pounds.

.7 Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship. 1. Install in areas designated by Architect. 2. Do not proceed with remaining work until workmanship and installation are approved

by Architect. 3. Modify mock-up area as required to produce acceptable work.”

1.7 COORDINATION AND SCHEDULING

.1 Coordinate delivery and installation of joint covers to prevent damage and provide timely integration of units with roofing membranes and flashings.

.2 Coordinate installation of exterior wall joint systems with roof expansion assemblies to ensure that wall transitions are watertight. “

1.8 PROJECT CONDITIONS

.1 Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.



1.9 WARRANTY

.1 Provide manufacturer's 5 year written warranty for all joint covers after date of Substantial Completion.

2 PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS

1. Balco Inc., distributed by Shanahan's Building Products 8400 124th Street, Surrey, BC, V3W 6K1 604 591-5111; Email: [email protected]; Web: www.balcousa.com

2. MM Systems Corporation 50 MM Way, P.O. Box 98, Pendergrass, GA, USA, 30567

1-866-506-6929; Web: mmsystemscorp.com

3. Nystrom Building Products, Inc.

9300 73rd Ave. N. ; Brooklyn Park, MN 55428

1-800-547-2635; Email: [email protected]; Web: www.nystrom.com”

2.2 MATERIALS

A. Aluminum: ASTM B221, alloy 6005-T5 or 6063-T6 for extrusions; ASTM B209, and alloy 6061-T6, sheet and plate.

B. EPDM Moisture Barrier: Minimum 0.060 inch thick 50 durometer commercial grade EPDM rubber.

C. Elastomeric Seals: Preformed elastomeric membranes or extrusions to be installed in metal frames.

1. Colors to be selected from manufacturer's standard – gray or white.

D. Elastomeric Sealant: Manufacturer's standard santoprene elastomeric seal.

1. Colors to be selected from manufacturer's standard-black, beige, and gray.

E. Compression Seals: ASTM D2000; preformed rectangular elastomeric extrusions having internal baffle system and designed to function under compression.

F. Fire Barriers: Material or material combination, when fire tested after cycling, designated to resist the passage of flame and hot gases through a movement joint and to meet performance criteria for required rating period.

G. Moisture Barrier: 7-ply laminate reinforced Polyethylene.

H. Insulation: Batt to fill cavity between Elastomeric Seal and vapour barrier.



2.3 ROOF + EXTERIOR WALL SEISMIC CONTROL JOINT COVER ASSEMBLIES

.1 General: Provide manufacturer’s standard assemblies of sizes and types indicated, including prefabricated corner, transition, termination and joint‑intersection units, splicing units, adhesives, coatings and other components as recommended by joint cover manufacturer for a complete installation. Fabricate assemblies specifically for required applications.

.2 Exposed Metal‑flanged, Bellow‑type Roof Seismic Control Joint Cover: Provide assemblies consisting of exposed elastomeric sheet over foam bellow supports, adhesively and mechanically combined to exposed metal flanges by bifurcation process, either flat or angle formed to fit detail.

.3 Insulate joint with integrally attached insulation system, factory sized for width and depth of joint.

2.4 INTERIOR SEISMIC CONTROL JOINT COVER ASSEMBLIES

.1 General: Provide manufacturer’s standard assemblies of sizes and types indicated, including prefabricated corner, transition, termination and joint‑intersection units, splicing units, adhesives, coatings and other components as recommended by joint cover manufacturer for a complete installation. Fabricate assemblies specifically for required applications.

.2 Exposed Metal Seismic Control Joint Cover, complete with fire rated closure for all joints in rated assemblies.

2.5 ACCESSORlES

A. Manufacturer's standard anchors, clips, fasteners, set screws, spacers, and other accessories compatible with material in contact, as indicated or required for complete installations.

B. Threaded Anchor Assembly: Internally threaded, flanged, drop in anchor. 1. Fasteners: Flat-head cap screw of heat-treated alloy steel, ASME/ANSI B18.3. 2. Finishes: Cadmium plated.

C. Epoxy Adhesive: High-strength, ceramic-filled epoxy polymer. Provide where recommended by manufacturer to anchor threaded assemblies. 1. Acceptable product: Epcon Ceramic 6 inches (152 mm) manufactured by ITW

Ramset/Red Head or approval substitute. 2. Hilti (2 part) Epoxy; HIT HY 150 Methacrylate Resin and Hardner. (Used only on

PD systems).

D. Sleeve Anchors: Sleeve anchors. Provide where recommended by manufacturer. 1. Acceptable manufacturer: ITW Ramset/Red Head.

E. Fasteners: Corrosion-resistant fasteners compatible with flange metal and equivalent in corrosion resistance, of proper length and type for substrate.



3 EXECUTION

3.1 EXAMINATION

.1 Verify that deck, curbs, roof membrane, base flashing and other items affecting work of this Section are in place and positioned correctly.

.2 Substrate Conditions: Do not begin installation until substrates have been inspected and are determined to be in satisfactory condition, with blocking fully anchored at proper location and elevation. All surfaces shall be smooth, dry, clean and free of fins or sharp edges, loose or foreign materials, oil or grease. No work shall proceed when moisture is present on the roof or in the materials that require adhesive attachment.

3.2 FABRlCATlON

A. Provide expansion joint cover assemblies of design, basic profile, materials, and operation indicated on Drawings.

.1 Select units comparable to those indicated or required to accommodate joint size, variations in adjacent surfaces, and structural movement.

.2 Furnish units in longest practicable lengths to minimize number of end joints.

.3 Provide hairline mitered corners where joint changes directions or abuts other materials.

.4 Include closure materials and transition pieces, tee-joints, corner, curbs, cross connections, and other accessories as required to provide continuous joint cover assemblies.

B. Fire Barrier Systems:

1. Prefabricated fire barrier assemblies tested per ANSI/UL 263 procedures. Refer to drawings for fire resistive rating required.

a. Comply with ASTM E119 and NFPA 251 procedures.

b. UL labeled and subject to UL follow-up system for quality assurance.

c. Comply with CAN-S101

3.3 INSTALLATION

.1 Comply with manufacturer’s instructions for handling and installing roof joint covers and materials, except where more stringent requirements are indicated.

.2 Coordinate installation of roof joint covers and associated work so that complete assemblies comply with assembly performance requirements.

.3 Extend roof joint covers over curbs, parapets, fascia and other elements in the construction profile, with factory‑fabricated corners, transitions, intersections and terminations to provide continuous, uninterrupted, waterproof assemblies.

.4 Provide uniform profile throughout length of each installation; do not stretch elastomeric sheets.



.5 Nail anchorage flanges securely to curbs, cant strips and other substrates as recommended by manufacturer. Coordinate installation of joint covers with adjacent construction for weathertight assembly.

.6 Flash flanges into roof system per roof system manufacturer’s requirements.

.7 Splice adjoining sections, corners, transitions, intersections, terminations and expansion slots using expansion joint manufacturer-furnished splice kit. Clean splice area to assure proper adhesion of splice strip. Adjacent sections shall be aligned and uniform in profile.

.8 Exposed Metal‑flanged, Bellow‑type Roof Seismic Control Joint Cover: Allow 1/2 in. (1.3 cm) spacing at splices and flange cuts for longitudinal expansion of flanges. Prime metal flanges to assure proper adhesion of splice strip. Follow joint manufacturer’s requirements for type of roofing system used for the project.]

.9 Membrane-covered, Bellow‑type Roof Seismic Control Joint Cover with Concealed Attachment Flanges: Allow 1/2 in. (1.3 cm) spacing at splices. Adhere membrane cover to substrate with compatible adhesive or mastic. Set termination bar in mastic for water cut-off, secure with termination bar fasteners.

3.4 PROTECTION OF ROOF JOINT COVERS

.1 Provide final protection and maintain conditions in a manner acceptable to manufacturer and installer that ensures that roof joint cover assemblies are without damage or deterioration at the time of Substantial Completion.



8 OPENINGS SECTION 08 12 00 PRESSED STEEL FRAMES AND DOORS page 1 of 8

1 GENERAL


.1 Steel doors.

.2 Steel frames.


.1 Section 08 06 70 Door Schedule

.2 Section 08 14 00 - Wood Doors.

.3 Section 08 06 70 - Door Hardware.

.4 Section 08 80 00 - Glazing

.5 Section 09 90 00 - Painting.

1.3 REFERENCES

.1 ANSI/NFPA 80-1999, Standard for Fire Doors and Fire Windows

.2 ASTM A653/A653M-05a, Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy Coated (Galvannealed) by the Hot-Dip Process

.3 ASTM C553-02, Specification for Mineral Fiber Blanket Insulation for Commercial and Industrial Applications

.4 ASTM C578-05, Specification for Rigid, Cellular Polystyrene Thermal Insulation

.5 ASTM C591-01, Specification for Un-Faced Pre-formed Rigid Cellular Polyisocyanurate Thermal Insulation

.6 ASTM C592-04, Specification for Mineral Fiber Batt and Blanket Thermal Insulation for Light Frame Construction

.7 ASTM C1289-05a, Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board

.8 CAN4-S104-M80, Standard Method for Fire Tests of Door Assemblies

.9 CAN4-S106-M80, Standard Method for Fire Tests of Window and Glass Block Assemblies

.10 CGSB 41-GP-19MA (1984), Rigid Vinyl Extrusions for Windows and Doors

.11 CSA W59-2003, Welded Steel Construction (Metal Arc Welding)

.12 CSDMA, Recommended Dimensional Standards for Commercial Steel Doors and Frames, 2000



.13 CSDMA, Selection and Usage Guide for Steel Doors and Frames, 1990

.14 CSDMA, Recommended Specifications for Commercial Steel Door and Frame Products - 08 11 00, 2006

1.4 LEED REQUIREMENTS

.1 Conform to the requirements of CaGBC LEED 2009 Materials and Resources Credit 4 – Recycled Content to achieve a minimum of 50% post-consumer recycled content in all steel products.

.2 Conform to the requirements of CaGBC LEED 2009 Credit 4.2 – Low Emitting Materials: Paints and Coatings. Paints and coatings applied on-site, and used on the interior of the building (inboard side of the air barrier within the wall and roof assemblies) must comply with the following criteria:

.1 Clear finishes, stains, primers, and shellacs are not to exceed the VOC content limits established in SCAQMD Rule 1113, Architectural Coatings, rules in effect on January 1, 2004.

1.5 SUBMITTALS

.1 Submit under provisions of Section 01 30 00.

.2 LEED Product Summary Sheet: Furnish the Consultant with a completed form for each construction material used. See Appendix 1 for Sample Product Summary Sheet.

.3 Product Data: Submit manufacturer's data sheets on each product to be used, including:

.1 Preparation instructions and recommendations.

.2 Storage and handling requirements and recommendations.

.3 Installation methods.

.4 Certificates:

.1 Provide manufacturer's certification that products comply with referenced standards as applicable.

.2 Provide evidence of manufacturer's membership in the Steel Door Institute.



.5 Shop Drawings:

.1 Show all openings in the door schedule and/or the Drawings.

.2 Provide details of door design, door construction details and methods of assembling sections, hardware locations, anchorage and fastening methods, door frame types and details, anchor types and spacing, and finish requirements.

.3 Provide door, frame, and hardware schedule in accordance with SDI 111.

.6 Verification Samples: For each finish product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and finishes.


.1 Manufacturer Qualifications: Provide all products from a single manufacturer who is a member of the Steel Door Institute.

.2 Doors and frames shall conform to the requirements of ANSI A250.8-1998 (SDI-100) and other specifications herein named.

.3 Fire Rated Doors and Frames: Ratings as indicated on Door Schedule, when tested in accordance with NFPA 252, UL 10B or UL 10C.

.1 Labeled by UL, WH, or other agency acceptable to the authorities having jurisdiction.

.2 Stairwell Doors: 250 degrees F (121 degrees C) or 450 degrees F (232 degrees C) temperature rise rating as well as the required fire rating.

1.7 DELIVERY, STORAGE, AND HANDLING

.1 Products shall be marked with Architect's opening number on all doors, frames, misc. parts and cartons.

.2 Upon delivery, inspect all materials for damage; notify shipper and supplier if damage is found.

.3 Protect products from moisture, construction traffic, and damage.

.1 Store vertically under cover.

.2 Place units on 4 inch (102 mm) high wood sills or in a manner that will prevent rust or damage.

.3 Do not use non-vented plastic or canvas shelters.

.4 Should wrappers become wet, remove immediately.

.5 Provide 1/4 inch (6 mm) space between doors to promote air circulation.



1.8 COORDINATION

.1 Coordinate with door opening construction and door frame and door hardware installation.

2 PRODUCTS

2.1 MANUFACTURERS

.1 Acceptable Manufacturers: Products shall be manufactured by a member of the Canadian Steel Door Institute,

2.2 MATERIALS

.1 Doors, frames, frame anchors, and hardware reinforcings for each of the levels and models specified shall be provided to meet the requirements of the performance levels specified. The material used in manufacturing these products and components shall comply with ANSI/SDI A250.8. Hardware reinforcing on doors and frames shall comply with ANSI/SDI A250.6. The physical performance levels shall be in accordance with ANSI/SDI A250.4.

.2 All steels used to manufacture doors, frames, anchors, and accessories shall meet at least one or more of the following requirements:

.1 Cold rolled steel shall conform to ASTM A1008 and A568.

.2 Hot rolled, pickled and oiled steel shall comply with ASTM A1011 and A568.

.3 Hot dipped zinc coated steel shall be of the alloyed type and comply with ASTM A924 and A653.

.4 Steel Sheet, Electrolytic Zinc-Coated shall conform to ASTM A591.

2.3 FRAMES

.1 Provide Levels and Models in accordance with ANSI/SDI A250.8 as indicated in the door schedule.

.2 Interior frames: Frame configuration and depth as indicated. Minimum thickness as follows:

.1 Level 2 Heavy duty: For use with:

.1 Door Model 1 (full flush design): 0.053 inch (1.3 mm) minimum steel frame thickness.



.3 Exterior frames: Provide in accordance with ANSI/SDI A250.8 in the frame configuration and depth as indicated on the Drawings. Minimum thickness as follows:

.1 Level 2 Heavy duty: For use with:

.1 Door Model 1 (full flush design): 0.053 inch (1.3 mm) minimum steel frame thickness.

.4 Provide units of galvanized steel in the following locations:

.1 All exterior openings, as noted on door schedule, with the exception of doors to unheated storage rooms (part of Envelope Remediation Work).

.2 All interior openings.

.5 Provide face welded type frames unless otherwise indicated.

.6 Provide frames with a minimum of three anchors per jamb suitable for the adjoining wall construction. Provide anchors of not less than 0.042 inch (1.0 mm) in thickness or 0.167 inch (4.2 mm) diameter wire. Frames over 7 feet 6 inches (2286 mm) shall be provided with an additional anchor per jamb.

.7 Base anchors shall be provided with minimum thickness of 0.042 inch (1.0mm). For existing masonry wall conditions that do not allow for the use of a floor anchor, an additional jamb anchor shall be provided.

.8 Prepare all frames for all mortise template hardware and reinforced only for surface mounted hardware. Drilling and/or tapping shall be completed by others.

.9 Minimum hardware reinforcing gages shall comply with Table 4 of ANSI/SDI A250.8.

2.4 DOORS

.1 Interior doors: Provide interior doors in accordance with ANSI/SDI A250.8 and in the configuration and sizes as indicated on the door schedule:

.1 Level 2 - Heavy duty 1-3/4 inches (44.5 mm):

.1 Model 1 - Full flush

.2 Exterior doors: Provide exterior doors in accordance with ANSI/SDI A250.8 and in the configuration and size as indicated on the door schedule:

.1 Level 2 - Heavy duty 1-3/4 inches (44.5 mm):

.1 Model 1 - Full flush



.3 Face steel sheet shall meet at least one or more of the following requirements:

.1 Level 2

.1 Model 1 - 0.042 inch (1.0 mm) minimum thickness

.4 End closure: The top and bottom of the doors shall be closed with channels or closures. The channels or closures shall have a minimum material thickness of 0.042 inch (1.0 mm).

.1 Flush closure channels: Set back face of channel web flush with door top/bottom.

.5 Core: Provide in accordance with ANSI/SDI A250.8.

.6 Door edge design: Provide in accordance with ANSI/SDI A250.8.

.7 Minimum hardware reinforcing gages shall comply with Table 4 of ANSI/SDI A250.8.

2.5 FABRICATION

.1 Fabricate doors and frames in accordance with ANSI/SDI A250.8.

.2 Prime finish: Doors and frames shall be thoroughly cleaned, and chemically treated to insure maximum paint adhesion. All surfaces of the door and frame exposed to view shall receive a factory applied coat of rust inhibiting primer, either air-dried or baked-on. The finish shall meet the requirements for acceptance stated in ANSI/SDI A250.10 "Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames."

.3 Factory applied finish: Meet the performance requirements and acceptance criteria as stated in ANSI/SDI A250.3. Color shall be:

.1 Custom color as selected by the Architect.

.4 Design clearances: Fabricate doors and frames to maintain the following clearances:

.1 The clearance between the door and frame shall be 1/8 inch (3.2 mm) in the case of both single swing and pairs of doors.

.2 The clearance between the meeting edges of pairs of doors shall be 3/16 inch (4.8 mm) plus or minus 1/16 inch (1.6 mm). For fire rated applications, the clearances between the meeting edges of pairs of doors shall be 1/8 inch (3.2 mm) plus or minus 1/16 inch (1.6 mm).

.3 The clearance measured from the bottom of the door to the bottom of the frame (undercut) shall be a maximum of 3/4 inch (19.1 mm) unless otherwise specified. Fire door undercuts shall comply with ANSI/NFPA 80, "Fire Doors and Fire Windows."

.4 The clearance between the face of the door and the stop shall be 1/16 inch (1.6 mm) to 3/32 inch (2.4 mm).



.5 All clearances shall be, unless otherwise specified in this document, subject to a tolerance of plus or minus 1/32 inch (0.8 mm).

.6 The clearance at the bottom shall be 3/4 inch (19.1 mm).

.7 The clearance between the face of the door and doorstop shall be 1/16 inch (1.6 mm) to 1/8 inch (3.2 mm).

.8 All clearances shall be, unless otherwise specified, subject to a tolerance of plus or minus 1/32 inch (0.8 mm).

.9 Fire-rated frame products shall be provided for those openings requiring fire protection as determined and scheduled by the Architect. Frames, transom and sidelight assemblies shall be listed for conformance with CAN4-S104. All fire-rated frame products shall bear the label of, and be listed by a nationally recognized testing agency having a factory inspection service. Labeling shall be in accordance with NFPA 80, the listing authority's policies and label materials, and shall identify the manufacturer. Fire-rated frame products shall be constructed as listed for labeling in the Follow-Up Service Procedures/Factory Inspection Manuals issued by the listing agency to individual manufacturers.

3 EXECUTION

3.1 EXAMINATION

.1 Verify that project conditions are suitable before beginning installation of frames. Do not begin installation until conditions have been properly prepared.

.1 Verify that completed openings to receive knock-down wrap-around frames are of correct size and thickness.

.2 Verify that completed concrete or masonry openings to receive butt type frames are of correct size.

.3 Verify that drywall construction walls are the correct thickness.

.2 If opening preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.2 INSTALLATION

.1 Install frames plumb, level, rigid, and in true alignment in accordance with ANSI A250.11 and DHI A115.1G.

.2 Install fire rated doors and frames in accordance with NFPA 80.

.3 All frames shall be fastened to the adjacent structure so as to retain their position and stability. Drywall slip-on frames shall be installed in prepared wall openings in accordance with manufacturer's instructions.



.4 Doors shall be installed and fastened to maintain alignment with frames to achieve maximum operational effectiveness and appearance. Doors shall be adjusted to maintain perimeter clearances specified. Shimming shall be performed by the installer as needed to assure the proper clearances are achieved.

3.3 ADJUST AND CLEAN

.1 Adjust doors for proper operation, free from binding or other defects.

.2 Clean and restore soiled surfaces. Remove scraps and debris and leave site in a clean condition.

3.4 PROTECTION

.1 Protect installed products until completion of project.

.2 Touch-up, repair or replace damaged products before Substantial Completion.



9 FINISHES SECTION 09 67 00 FLUID APPLIED FLOORING page 1 of 6

1 GENERAL


.1 Epoxy coating systems for concrete floors


.1 Section 01 43 00 - Quality Assurance

.2 Section 07 92 00 - Joint Sealant

1.3 REFERENCES

.1 ASTM C 580 - Standard Test Method for Flexural Strength and Modulus of Elasticity of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes.

.2 ASTM D 570 - Standard Test Method for Water Absorption of Plastics.

.3 ASTM D 531 - Standard Test Method for Linear Shrinkage and Coefficient of Thermal Expansion of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes.

.4 ASTM D 648 - Standard Test Method for Deflection Temperature of Plastics Under Flexural Load in the Edgewise Position.

.5 ASTM D 695 - Standard Test Method for Compressive Properties of Rigid Plastics.

.6 ASTM D 696 - Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between - 30 Degrees C and 30 Degrees C with a Vitreous Silica Dilatometer.

.7 ASTM D 1308 - Standard Test Method for Effect of Household Chemicals on Clear and Pigmented Organic Finishes.

.8 ASTM D 2047 - Standard Test Method for Static Coefficient of Friction of Polish-Coated Flooring Surfaces as Measured by the James Machine.

.9 ASTM D 2134 - Test Method for Determining the Hardness of Organic Coatings with a Sward-Type Hardness Rocker.

.10 ASTM D 2370 - Standard Test Method for Tensile Properties of Organic Coatings.

.11 ASTM D 3960 - Standard Practice for Determining Volatile Organic Compound (Voc) Content of Paints and Related Coatings.

.12 ASTM D 4060 - Standard Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser.



.13 ASTM F 1869 - Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride.

.14 ASTM F 2170 - Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using In Situ Probes.

.15 ASTM G 21 - Standard Practice for Determining Resistance of Synthetic Polymeric Materials to Fungi.

.16 L.A. Rule 66 and VOC/VOS Rules and Regulations.

1.4 PERFORMANCE REQUIREMENTS

.1 Chemical Resistant Epoxy: Eco-CRE, two-component novolac epoxy.

.1 Chemical Resistance: Excellent chemical resistance to 30 percent Hydrochloric Acid (Muriatic), 10 percent Nitric Acid, Jet Fuel (JP-4), Skydrol 500B and Skydrol LD4 with no adverse effects, based on 7 day spot testing on concrete.

1.5 SUBMITTALS

.1 Submit under provisions of Section 01 30 00.

.2 LEED Submittals: Submit a completed LEED Product Information Sheet (Appendix A), including, but not limited to, product manufacturing location, recycled content, and volatile organic compound information (VOC), for each construction product and material used in the Expansion and Renovation Work.

.3 Product Data: Manufacturer's data sheets on each product to be used, including:

.1 Preparation instructions and recommendations.

.2 Storage and handling requirements and recommendations.

.3 Installation methods.

.4 Selection Samples: For each finish product specified, two complete sets of color charts representing manufacturer's full range of available colors.

.5 Verification Samples: For each finish product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and patterns.

.6 Manufacturer's Certificates: Certify products meet or exceed specified requirements.



1.6 LEED 2009 REQUIREMENTS

.1 All paints and coatings applied on site, and used on the interior of the building (defined as inside the air barrier), to conform with the requirements of CaGBC LEED 2009 NC Indoor Environmental Quality Credit 4.2 – Low-Emitting Materials: Paints and Coatings. Requirements include, but are not limited to the following:

.1 Clear wood finishes, floor coatings, stains, primers, and shellacs applied to interior elements must not exceed the VOC content limits established in South Coast Air Quality Management District (SCAQMD) Rule 1113, Architectural Coatings, rules in effect on January 1, 2004.


.1 Installer Qualifications: Submit list of a minimum of five completed projects of similar size and complexity to this Work. Include for each project:

.1 Project name and location.

.2 Name of owner.

.3 Name of contractor.

.4 Name of architect.

.5 Name of coating manufacturer.

.6 Approximate area of coatings applied.

.7 Date of completion.

.2 Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship.

.1 Finish areas designated by Architect.

.2 Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect.

.3 Refinish mock-up area as required to produce acceptable work.

.3 Pre-Application Meeting: Convene a pre-application meeting two weeks before the start of application of floor coating system. Require attendance of parties directly affecting work of this section, including the Contractor, Applicator and Manufacturer's Representative. Review the surface preparation, application, cleaning, protection and coordination with other work.

1.8 DELIVERY, STORAGE, AND HANDLING

.1 Delivery: Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly identifying product name and manufacturer.

.2 Store materials in accordance with the manufacturers instructions.

.1 Store materials in dry, enclosed area with adequate protection from moisture.



.2 Keep containers sealed until ready for use.

.3 Storage Temperature: 65 degrees F (18 degrees C) and 90 degrees F (32 degrees C).

.3 Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction.

1.9 PROJECT CONDITIONS

.1 Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

.2 Provide ventilation during coating evaporation stage in confined or enclosed areas in accordance with manufacturer's instructions.

.3 Schedule coating work to avoid excessive dust and airborne contaminants. Protect work areas from excessive dust and airborne contaminants during coating application and curing.

1.10 COORDINATION

.1 Coordinate Work with other operations and installation of floor finish materials to avoid damage to installed materials.

2 PRODUCTS

2.1 MANUFACTURERS

.1 Acceptable Manufacturer:

.1 Tennant Company, Tennant Coatings Technologies

.2 Dur-a-flex Inc.


2.2 EPOXY COATINGS

.2 Chemical Resistant Epoxy: Eco-CRE, two-component epoxy.

.4 Percent Solids, ≈STM D 2369:

.5 Part A - 100 percent.

.6 Part B - 100 percent.

.7 Volatile Organic Compound (VOC), ≈STM D 3960: 1. 0 lb/gal or 0 g/L.

.8 Tensile Strength, ASTM D 2370: 8,000 psi or 55,200 kPa.

.9 Percent Elongation, ASTM D 2370: 1.5 percent.

.10 Traction Grit: Tennant 291 Grit (60 mesh) - white aluminum oxide.



3 EXECUTION

3.3 EXAMINATION

.1 Examine concrete surface to receive floor coating system. Do not begin surface preparation of application until unacceptable conditions have been corrected.

.2 Notify Architect of unsatisfactory conditions before proceeding.

3.4 PREPARATION

.3 Allow concrete substrate to cure a minimum of 30 days.

.4 Test concrete for moisture in accordance with ASTM F 1869 or ASTM F 2170. Except where otherwise specified, readings shall be below 3 pounds per 1,000 square feet over a 24-hour period on the calcium chloride test or below 70 percent relative internal concrete humidity.

.5 Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

.11 Cleaning: Scrub with Tennant detergent and rinse with clean water to remove surface dirt, grease and oil

.12 Sweep and vacuum concrete surface.

.13 Use magnetic broom to remove excess shot.

.14 For thin mil applications (3-10 mils), the floor can be mechanically prepared using the Tennant EasyPrep system:

.1 Use 100 grit concrete tools on bare concrete.

.2 Use 100 grit polymer tools to abrade existing coating for recoat.

3.5 EPOXY COATING INSTALLATION

.6 Chemical Resistant Epoxy:

.15 Material: Eco-CRE - Chemical Resistant Epoxy.

.16 Open only enough material that can be applied within 25 minutes.

.17 Prime Coat:

.1 Apply prime coat at the rate of 325-535 sf/gal.

.2 Allow coating to cure 2-6 hours at 75 degrees F (24 degrees C) and 50 percent relative humidity.



.18 Finish Coat:

.1 Apply finish coat at the rate of 200-267 sf/gal.

.2 Allow coating to cure 24 hours at 75 degrees F (24 degrees C) and 50 percent relative humidity.

.19 Traction Grit: Tennant 291 Grit (60 mesh) - white aluminum oxide.

3.6 FIELD QUALITY CONTROL

.7 Coating manufacturers representative to verify that installation is in conformance to the manufacturer's recommendations.

3.7 PROTECTION AND CLEANING

.8 Immediately remove coatings that fall on surrounding areas and surfaces not scheduled to be coated.

.9 Protect installed products until completion of project.

.10 Touch-up, repair or replace damaged products before Substantial Completion.

.11 Remove temporary coverings and protection of surrounding areas and surfaces.


2"

3"

3/4"

4 1/4"±

5 3/4"±

2 1/2"

5 1/4"±

3/4"

2"2"

2 1/

2"

3 1/

4"1 3/4"±

5"

2" 2" 3/4"

4 3/4"4"

2"3"

3/4"

1 3/4"±

5"

2" 2" 3/4"

4 3/4"

1 1/2"±

4"

3 1/4"±

1 1/2"±

METAL ROOF EDGE FLASHING

(ER)SK-1

AP

2" = 1'-0"

interior(unheated)

interior

TYPICAL METAL ROOF EDGEFLASHING AT GABLE OF(ER)R2a SIM. ROOF ASSEMBLY(AT NORTH CANOPY)

TYPICAL METAL ROOF EDGEFLASHING AT SLOPED EAVEAT UNHEATED STORAGE RMS.

C

A

(ER)W1

(ER)W2

interior(unheated)

(ER)W1 SIM.

TYPICAL METAL ROOF EDGEFLASHING AT GABLE OF(ER)R2b ROOF ASSEMBLY.NOTE: DETAIL SIMILAR AT(ER)R2c ROOF ASSEMBLY

B

(ER)R2a SIM.

(ER)R2a SIM.

(ER)R2b

CONT. METAL "Z" C/W S.SFASTENERS - TYP. U.N.O.

CONT. SEALANT - TYP. U.N.O.

CONT. METAL CLOSURE C/W 3/8"DIA. WEEP HOLES AT 18"O.C. MAX. -TYP. U.N.O.

CONT. 2-2x8 ANCHOREDTO EXIST. FRAMING

SELF ADHESIVEMEMBRANE

SELF ADHESIVEMEMBRANE

2x10 STAINED CEDARFASCIA TRIM C/WCHAMFER

CONT. 0.040"PERFORATED

ALUM. VENT STRIP

CONT. METAL CLOSURE C/W 3/8"DIA. WEEP HOLES AT 18"O.C. MAX. -TYP. U.N.O.

CONT. 2"± x 4 3/4"± x18 ga.AZM150 GALV. METAL ANGLEC/W S.S. FASTENERS ANDWOOD BLOCKING TO SUIT

QUEENSBOROUGH COMMUNITY CENTREENVELOPE REMEDIATION

920 Ewen Avenue, New Westminster, BCPROJECT NO.:

DRAWING NO.:

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

DATEISSUE DESCRIPTION

SEPT. 16, 20111 ISSUED FOR ADDENDUM 1

DRAWINGTITLE:

PROJECT:

224 WEST 8th AVENUEVANCOUVER BC V5Y 1N5

RDH Building Engineering Ltd.TEL 604 873 1181FAX 604 873 0933

[email protected]

PRINTSNAP

DENOTES EXISTINGCONSTRUCTIONTO BE RETAINED

PCK

SEPT. 16, 2011

ALL DIMENSIONS NOT SHOWN ARE TO BE CHECKEDAGAINST SITE CONDITIONS. DRAWING IS NOT TO BESCALED TO OBTAIN DIMENSIONS.THIS DRAWING IS THE SOLE PROPERTY OF RDH BUILDINGENGINEERING AND CANNOT BE USED OR DUPLICATED INANY WAY WITHOUT EXPRESSED WRITTEN PERMISSION.

R:\4

919

- Que

ensb

orou

gh C

omm

unity

Cen

tre\4

919.

00 -

Wal

l Reh

abili

tatio

n an

d R

oof R

enew

al\C

onst

ruct

ion

Doc

umen

ts\D

wgs

\1 -

Det

ails

\1 -

Cur

rent

Det

ails

\491

9.00

(ER

)SK

-1 M

etal

Roo

f Edg

e Fl

ashi

ng (A

DD

1).d

wg

Sep

tem

ber 1

6 20

11 2

:27

PM

4919.00

interior

3" = 1' - 0"

SECTION

2ND FLOOR MECH. ROOM DOOR

(ER)SK-2

AP

METAL BOX CANOPY C/W ENDDAMS AND END CAPS (SHOWNWITH DASHED "X"). EXTENDCANOPY 1'-0" PAST METALDOOR JAMB - TYP. BOTH SIDES.

61

PROVIDE 3/8" DIA. WEEPHOLES @ 12" O.C.

QUEENSBOROUGH COMMUNITY CENTREENVELOPE REMEDIATION

920 Ewen Avenue, New Westminster, BCPROJECT NO.:

DRAWING NO.:

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

DATEISSUE DESCRIPTION

SEPT. 16, 20111 ISSUED FOR ADDENDUM 1

DRAWINGTITLE:

PROJECT:

224 WEST 8th AVENUEVANCOUVER BC V5Y 1N5

RDH Building Engineering Ltd.TEL 604 873 1181FAX 604 873 0933

[email protected]

PRINTSNAP

DENOTES EXISTINGCONSTRUCTIONTO BE RETAINED

PCK

SEPT. 16, 2011

ALL DIMENSIONS NOT SHOWN ARE TO BE CHECKEDAGAINST SITE CONDITIONS. DRAWING IS NOT TO BESCALED TO OBTAIN DIMENSIONS.THIS DRAWING IS THE SOLE PROPERTY OF RDH BUILDINGENGINEERING AND CANNOT BE USED OR DUPLICATED INANY WAY WITHOUT EXPRESSED WRITTEN PERMISSION.

R:\4

919

- Que

ensb

orou

gh C

omm

unity

Cen

tre\4

919.

00 -

Wal

l Reh

abili

tatio

n an

d R

oof R

enew

al\C

onst

ruct

ion

Doc

umen

ts\D

wgs

\1 -

Det

ails

\1 -

Cur

rent

Det

ails

\491

9.00

(ER

)SK

-2 2

nd F

loor

Mec

h R

oom

Doo

r (A

DD

1).d

wg

Sep

tem

ber 1

6 20

11 2

:26

PM

4919.00

(ER)W1

(ER)D-6.03AND D-6.11SIM. U.N.O.

SEALANT

CUT BACK EXIST.GWB AS REQ'D.

PROVIDE PAINTEDWOOD TRIM ON WOODBLOCKING TO SUIT

SEALANT

SEALANT

SEALANT

4 1/2"± PAINTED,INSULATED, GALV.METAL DOOR AND

FRAME

(ER)D-6.10SIM. U.N.O.

(ER)D-5.01SIM. U.N.O.PROVIDE 2x WOODBLOCKING TO SUIT

2" MINERALFIBREINFILL

Queensborough Community Centre Expansion September 16, 2011

Bush, Bohlman & Partners Consulting Structural Engineers Page 1 of 3

STRUCTURAL TENDER ADDENDUM No. 1

This addendum forms part of the Contract Documents and is to be read, interpreted, and coordinated with all other parts. The cost of

work contained herein is included in the contract sum. The specifications and drawings are complementary. Items listed under the

specification in this addendum and having influence on the drawings are deemed to alter the drawings. Items listed in the drawings in

this addendum and having influence on the specifications are deemed to alter the specification.

1.0 DRAWINGS

1.1 Drawing S-2.02: Second Floor Plan

.1 Refer attached SSK4 detailing the removal of a SC1 column at

the roller door on GL D’. See S-1.02 for connection of steel

column supplied with roller door to above steel beam.

.2 Refer attached SSK1 showing relocated floor drain openings.

1.2 Drawing S-2.01: Foundation/Main Floor Plan

.1 Refer attached SSK2 showing relocated floor drain.\

.2 Refer attached SSK3 detailing the removal of a SC1 column at

the roller door on GL D’.

1.3 Openings for Services in T&G Decking

.1 Unless noted otherwise on drawing S-2.02 and S-2.03 provide

the following at all openings in T&G decking provided that no

additional load (i.e. a mechanical unit) is provided above the

opening;

a) Hole size up to 6” provided no more than 2 planks cut no

additional support required.

b) Hole size 6”-12”. Use minimum of L2”x2”x1/4” angle

perpendicular to planks. Fasten with 4-1/4” dia. x 3” long SDS

wood screws each side, 2 per plank. Angle spans 10” past each

side of opening.

c) Holes greater than 12”. Provide 2-2”x12” framing around each

side of opening spanning to support structure C/W LUS210-2

face mount hangers U.N.O on plans.

.2 Refer to S-2.03, note 3). Delete “MECH. OPENINGS

TYPICAL” and replace with “NEW OPENINGS TYPICAL

U.N.O”

End of Structural Tender Addendum No. 1.

QUEENSBOROUGH COMMUNITY CENTRE EXPANSION AND RENOVATION … · EXPANSION AND RENOVATION ADDENDUM...

Documents

Transcript of QUEENSBOROUGH COMMUNITY CENTRE EXPANSION AND RENOVATION … · EXPANSION AND RENOVATION ADDENDUM...