1213 130725 Nanabijou Addendum 1 - Lakehead University · 7) New Drawing AD1.502 has been added to supersede section detail 1/A501 and plan detail 5/A505. 8) New Drawing AD1.503 has

Office of Financial Services

Telephone: (807) 343-8455 Fax; (807)346-7711 [email protected]

July 25th, 2013 Addendum # 1 to:

LU 13-003 Construction of Nanabijou

Day Care Centre

This is addendum # 1 issued to Lakehead University Request LU13-003 for the construction of the Nanabijou Day Care Centre on the Thunder Bay Campus

Please note Close Date and Time

Remains at; Wednesday August 14th, 2013, at 3:00:00PM EDT.

This addendum forms part of the complete Tender Document Package. The revisions, clarifications and approved equivalents form part of the Contract Document Set. This addendum is issued to: 1) Revise the project specifications documentation as follows:

a. Replace Section 00 00 00 Table of Contents, with Section 00 00 00 R1, see attached.

b. Replace Section 00 00 01 List of Drawings, with Section 00 00 01 R1, see attached.

c. Section 00 21 13 Instruction to Bidders, article 1.4.3.4 is revised to add the following [additional drawing viewing location]: “Winnipeg Construction Association, 1447 Waverley Street, Winnipeg, Manitoba R3T 0P7, Ph (204) 775-8664 Fax (204) 783-6446”

d. Replace Section 06 10 00 Rough Carpentry with Section 06 10 00 R1, see attached [removal of Forestry Stewardship Council requirements].

e. Section 07 21 13 Board Insulation, article 2.1.1.1 is revised to read the following: “To CAN/ULC S701, Type: 3, rigid closed cell type with high density skin”

f. Section 07 21 13 Board Insulation, article 2.1.1.2 is revised to read the following: “Compressive strength: to ASTM D1621, minimum 20 Psi.”

g. Section 07 21 13 Board Insulation, article 2.1.3.1 is revised to read the following: “To CAN/ULC S701, Type: 3, rigid closed cell type with high density skin”

h. Section 07 21 13 Board Insulation, article 2.1.3.2 is revised to read the following: “Compressive strength: to ASTM D1621, minimum 20 Psi.”

i. Section 07 42 00 Exterior Wall Cladding, article 2.2.2.1 is revised to read the following: “Assume 4 colours in the following amounts: .1 Colour 1: Bianco

.1 QTY: 91% of panels .2 Colour 2: Ivory

.1 QTY: 3% of panels .3 Colour 3: Silvergrey

.1 QTY: 3% of panels .4 Colour 4: Venice Green

.1 QTY: 3% of panels”

j. Section 07 42 00 Exterior Wall Cladding, article 3.3.3.2 is revised to read the following: “All spacing of OKO Skin planks to be 1/4” on all sides.”

k. Section 07 71 00 Roof Specialties is added to the specifications document [stack jack], see attached.

l. Section 08 62 23 Tubular Skylights, article 1.5.1 is removed from document [motor operator for skylight].

m. Add to Section 08 70 05 Cabinet and Miscellaneous Hardware, article 2.1.2.12 to read: “Stand-off spacer:

.1 CR Laurence ½” Standoff display system

.1 Product: CRL 316 brushed stainless ½” diameter standoff

cap assembly, catalog# CAP12BS

.2 Product: CRL 316 brushed stainless ½” diameter by ¼” long

standoff base; catalog# S0B1214BS

.3 Product: CRL Zinc 1" Long Hanger Bolt for 1/2" Standoffs,

catalog# HB10241Z

n. Section 09 51 00 Acoustical Ceilings, article 2.1.1.7 is revised to read the

following: “Light Reflectance (LR): ASTM E 1477; White Panel: Light Reflectance: minimum 0.80.”

o. Section 11 40 00 Food Service Equipment, article 3.5.2.3 is revised to read the following: “Counter: Stainless Steel.”

p. Replace Section 33 46 13 Foundation Drainage, with Section 33 46 13 R1, see attached [revised foundation drainage outlet location].

2) The following drawings have been revised and appended to this document. These attached drawings supersede those in the original tender package. a. A100r1: Drawing revised to reflect configuration of new sanitary piping.

Existing roadway to be patched and made good and adjacent infrastructure to be protected for duration of construction.

b. A102r1: Drawing revised to clarify exterior wall types and include additional concrete at sloped walkway.

c. A151r1: Drawing revised to reflect soffit panel joint configurations, updated soffit lighting locations and new bulkhead and additional valance lighting at Cubby Room #110. Note: Detail 8/A505 is no longer used.

d. A302r1: Drawing revised to reflect new configuration of art display units – refer to details 2 and 3.

e. A502r1: Revised to incorporate new flashing details and guard detail.

f. A503r1: Revised to incorporate new flashing details and provide new cricket detail at skylight.

g. A504r1: Revised to reflect updated guard details.

h. A901r1: Updated Room Finish Schedule to reflect new paint colours.

i. A903r1: Updated Window Schedule to reflect new dimensions.

3) All ‘CU5’ Storage Cubby Units are to be supplied by Owner. Contractor to refinish (to match new storage cubbies) and install on site. See details 3/A121, 5/A121 and 3/A122. Detail 3/A804 is no longer used.

4) All A5-series drawings: All fibre-reinforced cementitious exterior wall cladding to be installed with 1/4” horizontal and vertical gaps between the panels.

5) New Drawing AD1.101 has been added to clarify rooftop mechanical deck layout.

6) New Drawing AD1.501 has been added to enhance section detail information at roof penetrations and mechanical deck.

7) New Drawing AD1.502 has been added to supersede section detail 1/A501 and plan detail 5/A505.

8) New Drawing AD1.503 has been added to enhance section detail information.

9) New Drawing AD1.701 has been added to supersede detail 12/A703.

10) New Drawing AD1.801 has been added to supersede details 14/A801 and 6/A802.

11) New Drawing AD1.802 has been added to supersede details 6/A804 and 7/A804.

12) New Drawing AD1.901 has been added to supersede elevation of door frame type FT-15.

13) New Drawings AD1.951 and AD1.952 have been added to show location and extent of updated paint colours.

14) Structural Changes: a. New Structural description for mechanical equipment curbs on roof:

“The Contractor is to supply a mechanical roof curb to support the AHU roof top unit, as shown on the mechanical drawings (approx. size 16’-0”x5’-8”).

Supply 2x6 pressure-treated wood framed walls (studs to be 16” on center), with double 2x8 roof joists at 24” on center (span 5’-8”). Double the 2x8 joists on either side of the mechanical openings, transverse framing to be 2x6 where required and hung using Simpson Strong Tie hangers. Provide 5/8” fibreglass mat-faced, exterior-grade, G.W.B. sheathing and insulate mechanical stud space with fibreglass-batt insulation (min. R20).” -and- “The Contractor is to supply a mechanical roof curb to support the HRV roof top unit, as shown on the mechanical drawings (approx. size 4’-2” x 6’-7”). Supply 2x6 walls, at 16” on center, with 2x8 roof joists at 16” on center (span 4’-2”). Double the 2x8 joists on either side of the mechanical openings, transverse framing to be 2x6 where required and hung using Simpson Strong Tie hangers. Provide 5/8” fibreglass mat-faced, exterior-grade, G.W.B. sheathing and insulate mechanical stud space with fibreglass-batt insulation (min. R20).”

b. Revision of Glulam columns at grid references A-1 and A-10 to vertical. New connection details for A-1 & A-10 glulam columns as well as new locations for glulam columns at grid references A-2 & A-9. Refer to attached drawing ‘SSK01’.

c. Revised truss profile for wooden trusses located between grids 1 & 2 and between grids 9 & 10. Refer to attached drawing ‘SSK02’.

15) Mechanical Changes: a. Drawing M04.00 Rev. 0: Revise mechanical ductwork along wall between

classrooms 119 and 122 as per attached drawing ‘MSK01’. b. Drawing M04.00 Rev. 0: Revise “Partial Roof/Truss Plan” detail as per

attached drawing ‘MSK02’.

16) Electrical Changes: a. Drawing E04.00 Rev. 0: Fluorescent 2’ x 4’ troffer luminaires, type F6, located in Room

114 shall be changed to LED 2’ x 2’ troffer, type F5. Location of luminaires shall remain as indicated on drawing.

b. Drawing E04.00 Rev. 0: Light switch for Room 114 shall be changed to a dimmer switch compatible with the LED luminaires and shall match the dimmer switch located in Room 115.

17) Electrical Clarification: Drawing E06.00 Rev. 0: Interrupt rating for electrical distribution equipment shall be 18KA.

18) Provide feedback to requests for alternates received up to July 22nd, 2013:

a. Specification Section 06 16 43 – Gypsum Sheathing: Specified product: ½” DensGlass Sheathing by Georgia-Pacific Gypsum (or approved equal). Approved alternate product: ½” GlasRoc Sheathing by Certainteed Gypsum Canada, Inc.

b. Specification Section 06 16 43 – Gypsum Sheathing: Specified product: 5/8” DensGlass Fireguard Sheathing by Georgia-Pacific Gypsum (or approved equal). Approved alternate product: 5/8” GlasRoc Sheathing Type X by CertainTeed Gypsum Canada, Inc.

c. Specification Section 06 16 63 – Cementitious Sheathing: Specified product: ½” Durock cement board by United States Gypsum Company (or approved equal). Approved alternate product: ½” Permabase cement board by Unifix, Inc.

d. Specification Section 07 21 13 – Board Insulation: Specified product: Foamular 200 & 300 XPS, Type 3 & 4, as manufactured by Owens Corning (or approved equal) Approved alternate product: Cavitymate/Styrospan/Styrofoam SM, Type 3 & 4, as manufactured by Dow Chemical.

e. Specification Section 07 21 16 – Blanket Insulation: Specified product: EcoTouch Pink Fibreglas (unfaced blanket thermal insulation) as manufactured by Owens Corning. Approved alternate product: Sustainable Insulation Fibre Glass Building Insulation as manufactured by CertainTeed Insulation Canada, Inc.

f. Specification Section 07 21 16 – Blanket Insulation: Specified product: EcoTouch QuietZone Pink Fibreglas (pre-formed, unfaced, fibre batt acoustic insulation) as manufactured by Owens Corning. Approved alternate product: Sustainable Insulation NoiseReducer Sound Attenuation Batts as manufactured by CertainTeed Insulation Canada, Inc.

g. Specification Section 08 54 13 – Fiberglass Windows Specified product (basis of design): 325 Series Fiberglass Windows as manufactured by Duxton Windows. Proposed alternate product: 2100 Series Fiberglass Windows as manufactured by Silex Fiberglass Windows & Doors. We are unable to approve at this time due to insufficient data regarding window profile.

h. Specification Section 09 21 16 – Gypsum Board Assemblies:

Specified product: Fiberock Abuse Resistant VH1 Interior Gypsum Panels as manufactured by United States Gypsum Company, Inc. Approved alternate product: AirRenew Extreme Impact Resistant Gypsum Board with M2Tech as manufactured by CertainTeed Insulation Canada, Inc.

i. Specification Section 09 21 16 – Gypsum Board Assemblies: Specified product: Sheetrock Brand MoldTough moisture and mold resistant gypsum panels as manufactured by United States Gypsum Company, Inc. Approved alternate product: M2Tech Moisture and Mold Resistant Gypsum Board as manufactured by CertainTeed Gypsum Canada, Inc.

j. Specification Section 09 21 16 – Gypsum Board Assemblies: Specified product: Dens Deck Glas Mat Roof Board as manufactured by Georgia-Pacific Gypsum (or approved equal). Approved alternate product: Securock Glass-Mat Roof Board as manufactured by CGC Inc.

k. Electrical Drawing E05.00 – LIFE-SAFETY, RISER AND SCHEDULES:

Type: Specified product: Approved alternate product: E1 Emergi-lite 123 ESL Lumacell RG12S-DR E2 Emergi-lite EF9 Lumacell MQM X1 Emergi-lite Premier Series Lumacell Grande Series X2 Emergi-lite Premier Series Lumacell Grande Series

BridgmanCollaborative Architecture Section 00 00 00 Issued for Addendum 1 TABLE OF CONTENTS NANABIJOU CHILDCARE CENTRE Page 1 of 4

Division 00 00 00 00R1 Table of Contents 4 00 00 01R1 List of Drawings 3 00 21 13 Instruction to Bidders 5 00 21 13.01 Appendix A – Insurance and Indemnification Requirements 2 00 41 00 Bid Forms 9 Division 01 General Requirements 01 11 00 Summary of Work 2 01 21 00 Allowances 2 01 29 83 Payment Procedures for Laboratory Testing 1 01 31 00 Project Management and Coordination 2 01 32 16 Construction Progress Schedules 2 01 33 00 Submittal Procedures 4 01 35 30 Health and Safety Requirements 3 01 35 43 Environmental Procedures 2 01 41 00 Regulatory Requirements 1 01 42 00 References 4 01 45 00 Quality Control 2 01 51 00 Temporary Utilities 2 01 52 00 Construction Facilities 1 01 56 00 Temporary Barriers and Enclosures 4 01 61 00 Common Product Requirements 4 01 73 03 Execution Requirements 2 01 74 00 Cleaning and Waste Management 2 01 77 00 Closeout Procedures 1 01 78 00 Closeout Submittals 4 01 79 00 Demonstration and Training 2 01 91 13 General Commissioning (CX) Requirements 10 Division 03 Concrete 03 10 00 Concrete Forming and Accessories 4 03 20 00 Concrete Reinforcing 3 03 30 00 Cast in Place Concrete 6 03 30 01 Concrete Paving 4 03 35 00 Concrete Finishing 3 03 48 16 Precast Concrete Splash Blocks 4 Division 05 Metals 05 50 00 Metal Fabrications 7 Division 06 Wood And Plastics 06 10 00R1 Rough Carpentry 5 06 16 43 Gypsum Sheathing 3 06 16 63 Cementitious Sheathing 3 06 17 53 Shop Fabricated Wood Trusses 4 06 18 00 Glue Laminated Structural Units 4 06 20 00 Finish Carpentry 5 06 40 00 Architectural Woodwork 8 06 47 00 Plastic Laminate Finishes 3 06 61 00 Solid Surfacing Fabrications 7


Division 07 Thermal And Moisture Protection 07 11 13 Bituminous Damp proofing 3 07 21 13 Board Insulation 5 07 21 16 Blanket Insulation 5 07 21 20 Low Expanding Foam Sealant 2 07 26 00 Vapour Retarders 4 07 27 00 Air Barriers 7 07 42 00 Exterior Wall Cladding 4 07 46 46 Fiber-Cement Siding 6 07 52 00 Modified Bituminous Membrane Roofing 8 07 62 00 Sheet Metal Flashing and Trim 5 07 62 10 Eavestrough and Downspouts 3 07 71 00 Roof Specialties 3 07 72 00 Roof Accessories 2 07 84 00 Fire Stopping 4 07 92 00 Joint Sealing 6 Division 08 Doors and Windows 08 10 00 Metal Doors and Frames 8 08 11 16 Aluminum Doors and Frames 5 08 14 16 Wood Doors 5 08 41 13 Aluminum Framed Storefronts and Entrances 8 08 50 00 Fibreglass Windows 5 08 62 23 Tubular Skylights 6 08 70 05 Cabinet and Miscellaneous Hardware 4 08 71 00 Door Hardware 15 08 80 00 Glazing 7 Division 09 Finishes 09 21 16 Gypsum Board Assemblies 8 09 22 16 Non-Structural Metal Framing 3 09 24 03 Parging 3 09 30 00 Tiling 6 09 51 00 Acoustical Ceilings 5 09 53 00.01 Acoustical Suspension 2 09 62 13 Resilient Base and Accessories 6 09 65 16 Resilient Sheet Flooring 6 09 91 13 Exterior Painting 12 09 91 23 Interior Painting 13 09 96 23 Graffitti Resistant Coatings Division 10 Specialties 10 11 23 Tackboards 3 10 14 10 Building Signage 4 10 21 13.13 Metal Toilet Compartments 5 10 28 13 Washroom Accessories 5 10 44 16 Fire Extinguishers 2 Division 11 Equipment 11 31 00 Appliances 3


11 40 00 Food Service Equipment 8 Division 12 Furnishings 12 21 00 Window Blinds 4 12 51 00 Furniture 4 Division 22 Plumbing 22 05 00 Common Work Results for Plumbing 4 Division 23 HVAC 23 05 00 Common Work Results for HVAC 4 23 05 05 Installation of Pipework 5 23 05 29 Hangers and Supports for HVAC Piping and Equipment 6 23 05 53.01 Mechanical Identification 6 23 05 93 Testing, Adjusting and Balancing for HVAC 5 23 07 13 Duct Installation 5 23 21 14 Hydronic Specialties 7 23 31 13.01 Metal Ducts – Low Pressure to 500 PA 5 Division 26 Electrical 26 05 00 Common Work Results for Electrical 6 26 05 20 Wire and Box Connectors 1 26 05 21 Wires and Cables 3 26 05 22 Connectors and Terminations 1 26 05 28 Grounding - Secondary 3 26 05 31 Splitters, Junction, Pull Boxes and Cabinets 2 26 05 32 Outlet Boxes, Conduit Boxes and Fittings 2 26 05 34 Conduits, Conduit Fastenings and Fittings 3 26 05 43.01 Installation of Cables in Trenches and in Ducts 3 26 24 16.01 Panelboards Breaker Type 2 26 27 26 Wiring Devices 3 26 28 16.02 Moulded case Circuit Breakers 2 26 50 00 Lighting 3 26 52 00 Emergency Lighting 2 26 53 00 Exit Lights 2 Division 28 Electronic Safety and Security 28 31 00 Fire Alarm Life Safety System 15 Division 31 Earthwork 31 05 16 Aggregate Materials 2 31 11 00 Clearing and Grubing 3 31 22 13 Rough Grading 2 31 22 16.13 Subgrade Reshaping 1 31 23 16.26 Rock Removal 2 31 23 33.01 Excavating, Trenching and Backfilling 8 31 32 19.01 Geotextiles 3 31 37 00 Rip-Rap 2


Division 32 Exterior Improvements 32 11 16.01 Granular Sub-Base 4 32 11 23 Aggregate Base Courses 4 32 12 16 Asphalt Paving 5 32 15 40 Crushed Stone Paving 3 32 16 15 Concrete Walks, Curbs and Gutters 3 32 17 26 Tactile Warning Surfaces 5 32 31 13 Chain Link Fences and Gates 5 32 91 19.13 Topsoil Placement and Grading 3 32 92 23 Sodding 4 Division 33 Utilities 33 05 13 Manholes and Catch Basin Structures 5 33 07 16 Factory Pre-Insulated Piping Systems for Utility Applications 9 33 11 16 Site Water Utility Distribution Piping 8 33 31 13 Public Sanitary Utility Sewage Piping 7 33 42 13 Pipe Culverts 3 33 46 13R1 Foundation Drainage 7

END OF SECTION

BridgmanCollaborative Architecture Section 00 00 01 Issued for Addendum 1 LIST OF DRAWINGS NANABIJOU CHILDCARE CENTRE Page 1 of 3

LIST OF CONSULTANTS:

ARCHITECTURAL

BridgmanCollaborative Architecture

678 Main Street, Winnipeg MB R3B 1E4

T: 204-488-3857 F: 204-488-0216

Contact: Wins Bridgman

STRUCTURAL

KGS Group Consulting Engineers

1001 William Street, Thunder Bay, ON P7B 6M1

T: 807-623-2195 F: 807-473-5671

Contact: Bryan Skrabek

MECHANICAL



T: 807-623-2195 F: 807-473-5671

Contact: David MacDonald

ELECTRICAL



T: 807-623-2195 F: 807-473-5671

Contact: Gregory Putney

CIVIL



T: 807-623-2195 F: 807-473-5671

Contact: Larry Pond

LIST OF DRAWINGS:

ARCHITECTURAL

A000 COVER SHEET

A100 SITE PLAN & DETAILS

A101 FOUNDATION & ROOF PLAN

A102 FLOOR PLANS

A103 MAIN FLOOR PLAN EAST


A104 MAIN FLOOR PLAN WEST

A121 LARGE SCALE PLANS

A122 LARGE SCALE PLANS

A151 REFLECTED CEILING PLANS

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A302 BUILDING SECTIONS

A401 WALL SECTIONS

A501 SECTION DETAILS




A505 SECTION DETAILS & PLAN DETAILS

A506 EXTERIOR WALK & SITE DETAILS

A601 STAIR PLANS & DETAILS

A701 INTERIOR ELEVATIONS





A801 MILLWORK DETAILS




A901 ROOM SCHEDULE

A902 DOOR & FRAME SCHEDULE

A903 WINDOW SCHEDULE

CIVIL

C01.00 SITE GRADING PLAN AND WATER SERVICE CONNECTION

C02.00 SANITARY SYSTEM SERVICE PLAN AND PROFILE

C03.00 SECTIONS AND DETAILS

STRUCTURAL

S01.00 FOUNDATION PLAN / PIER AND COLUMN SCHEDULE / NOTES

S02.00 BUILDING SECTIONS / DETAILS

S03.00 BUILDING SECTIONS / DETAILS


S04.00 ROOF FRAMING PLAN / DETAILS / NOTES

S05.00 DETAILS / PARTIAL FLOOR PLAN / SHEAR WALL DETAILS

MECHANICAL

M01.00 MECHANICAL – GENERAL NOTES / INSTALLATION NOTES

M02.00 PLUMBING – WEST MAIN FLOOR PLAN

M02.01 PLUMBING – EAST MAIN FLOOR PLAN

M02.02 PLUMBING – SANITARY ISOMETRIC / DETAILS & CHARTS

M03.00 HYDRONIC HEATING – MAIN FLOOR PLAN / LOFT FLOOR PLAN

M03.01 HYDRONIC HEATING – DETAILS / SCHEMATICS

M04.00 HVAC – MAIN FLOOR PLAN / LOFT FLOOR PLAN

M04.01 HVAC – EQUIPMENT NOTES / SCHEMATICS

ELECTRICAL

E01.00 ELECTRICAL – SITE PLAN

E02.00 POWER – FLOOR PLANS

E03.00 DATA, COMMUNICATIONS & SYSTEMS – FLOOR PLANS

E04.00 LIGHTING & SCHEDULES – MAIN FLOOR PLAN, LOFT FLOOR PLAN

E05.00 LIFE SAFETY, RISER & SCHEDULES – FLOOR PLAN

E06.00 PANEL SCHEDULES AND SGL LINE DIAGRAM

END OF SECTION

BridgmanCollaborative Architecture Section 06 10 00 R1 Issued for addendum 1 ROUGH CARPENTRY NANABIJOU CHILDCARE CENTRE Page 1 of 5

Part 1 General

1.1 REFERENCES

.1 American National Standards Institute (ANSI)

.1 ANSI/NPA A208.1-[1999], Particleboard, Mat Formed Wood.

.2 American Society for Testing and Materials International (ASTM)

.1 ASTM A653/A653M-[05a], Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvanealled) by the Hot-Dip Process.

.2 ASTM C36/C36M-[03], Standard Specification for Gypsum Wallboard.

.3 ASTM C578-[05a], Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation.

.4 ASTM C1289-[05a], Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board.

.5 ASTM D1761-[88(2000)], Standard Test Methods for Mechanical Fasteners in Wood.

.6 ASTM D5055-[05], Standard Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I-Joists.

.7 ASTM D5456-[05a], Standard Specification for Evaluation of Structural Composite Lumber Products.

.3 Canada Green Building Council (CaGBC)

.1 LEED Canada-NC Version 1.0-[2004], LEED (Leadership in Energy and Environmental Design): Green Building Rating System Reference Package For New Construction and Major Renovations.

.4 Canadian General Standards Board (CGSB)

.1 CAN/CGSB-11.3-[M87], Hardboard.

.2 CAN/CGSB-51.32-[M77], Sheathing, Membrane, Breather Type.

.3 CAN/CGSB-51.34-[M86], Vapour Barrier, Polyethylene Sheet for Use in Building Construction.

.4 CAN/CGSB-71.26-[M88], Adhesive for Field-Gluing Plywood to Lumber Framing for Floor Systems.

.5 Canadian Standards Association (CSA International)

.1 CSA A123.2-[03], Asphalt Coated Roofing Sheets.

.2 CAN/CSA-A247-[M86], Insulating Fiberboard.

.3 CSA B111-[1974(R2003)], Wire Nails, Spikes and Staples.

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

.5 CSA O112 Series-[M1977(R2006)], CSA Standards for Wood Adhesives.

.6 CSA O121-[M1978(R2003)], Douglas Fir Plywood.

.7 CSA O122-[06], Structural Glued-Laminated Timber.

.8 CSA O141-[05], Softwood Lumber.

.9 CSA O151-[04], Canadian Softwood Plywood.

.10 CSA O153-[M1980(R2003)], Poplar Plywood.


.11 CAN/CSA-O325.0-[92(R2003)], Construction Sheathing.

.12 CSA O437 Series-[93(R2006)], Standards on OSB and Waferboard.

.6 National Lumber Grades Authority (NLGA)

.1 Standard Grading Rules for Canadian Lumber [2005].

.7 South Coast Air Quality Management District (SCAQMD), California State (SCAQMD)

.1 SCAQMD Rule 1113-[04], Architectural Coatings.

.2 SCAQMD Rule 1168-[05], Adhesives and Sealants Applications.

.8 Truss Design and Procedures for Light Metal Connected Wood Trusses, Truss Plate Institute of Canada.

.9 Underwriters' Laboratories of Canada (ULC)

.1 CAN/ULC-S706-[97], Mineral Fibre Thermal Insulation for Buildings.

1.2 SUBMITTALS

.1 Submit Submittal submissions: in accordance with Section 01 33 00 - Submittal Procedures.

1.3 QUALITY ASSURANCE

.1 Lumber by grade stamp of an agency certified by Canadian Lumber Standards Accreditation Board.

.2 Plywood, in accordance with CSA standards.

Part 2 Products

2.1 FRAMING AND STRUCTURAL MATERIALS

.1 Lumber: unless specified otherwise, softwood, S4S, moisture content 19% (S-dry) or less in accordance with following standards:

.1 CSA O141.

.2 NLGA Standard Grading Rules for Canadian Lumber.

.2 Framing and board lumber: in accordance with OBC.

.1 Structural light framing to be SPF No.1/No.2 or better.

.2 Minimum grades:

.1 Built-up beams: No. 2 SPF

.2 Roof Joists/rafters: No. 2 SPF

.3 Lintels: No. 2 SPF

.4 Studs and plates (U/N): No. 2 SPF

.3 Furring, blocking, nailing strips, grounds, rough bucks, cants, curbs, fascia backing and sleepers:

.1 S2S is acceptable for all work.

.2 Board sizes: "Standard" or better grade.

.3 Dimension sizes: "Standard" light framing or better grade.


.4 Post and timbers sizes: "Standard" or better grade.

2.2 PANEL MATERIALS

.1 Indoor Environmental Quality

.1 SCAQMD Rule 1168, Adhesives and Sealants Applications.

.2 Plywood, OSB and wood based composite panels: to CAN/CSA-O325.0.

.3 Douglas fir plywood (DFP): to CSA O121, standard construction.

.4 Canadian softwood plywood (CSP): to CSA O151, standard construction.

.5 Poplar plywood (PP): to CSA O153, standard construction.

.6 Interior mat-formed wood particleboard: to ANSI 208.1.

.7 Mat-formed structural panelboards (OSB wafer): to CAN3-O437.0.

.8 Insulating fiberboard sheathing: to CAN/CSA-A247.

.9 Glass fibre board sheathing: non-structural, rigid, faced, fiberglass, insulating exterior sheathing board.

.10 Isocyanurate sheathing: to ASTM C1289, faced.

.11 Expanded polystyrene sheathing: to ASTM C578.

.12 Gypsum sheathing: to ASTM C36/C36M.

.13 Electrical equipment mounting boards:

.1 3/4” Plywood G1S, DFP or CSP grade, square edge.

2.3 ACCESSORIES

.1 Exterior wall sheathing paper: to CAN/CGSB-51.32 single ply, spunbonded olefin type coated impregnated as indicated.

.2 Polyethylene film: to Section 07 26 00 – Vapour Retarders.

.3 Sill Gasket Air seal: closed cell polyurethane or polyethylene.

.4 Sealants: Section 07 92 00 – Joint Sealing.

.5 General purpose adhesive: to CSA O112 Series.

.6 Nails, spikes and staples: to CSA B111.

.7 Bolts: 12.5 mm diameter unless indicated otherwise, complete with nuts and washers.

.8 Proprietary fasteners: toggle bolts, expansion shields and lag bolts, screws and lead or inorganic fibre plugs, explosive actuated fastening devices, recommended for purpose by manufacturer.

.9 Joist hangers: minimum 1 mm thick sheet steel, galvanized ZF001 coating designation.


.10 Roof sheathing H-Clips: formed "H" shape, thickness to suit panel material, type approved by Architect.

2.4 FASTENER FINISHES

.1 Galvanizing: to CAN/CSA-G164, use galvanized fasteners for exterior work, pressure-preservative, fire-retardant, treated lumber.

Part 3 Execution

3.1 INSTALLATION

.1 Comply with requirements of NBC 2010 Part 3 supplemented by following paragraphs.

.2 Install members true to line, levels and elevations, square and plumb.

.3 Construct continuous members from pieces of longest practical length.

.4 Install spanning members with "crown-edge" up.

.5 Select exposed framing for appearance. Install lumber and panel materials so that grade-marks and other defacing marks are concealed or are removed by sanding where materials are left exposed.

.6 Install wall sheathing in accordance with manufacturer's printed instructions.

.7 Install roof sheathing in accordance with requirements of NBC.

.8 Install furring and blocking as required to space-out and support casework, cabinets, wall and ceiling finishes, facings, fascia, soffit, siding electrical equipment mounting boards, and other work as required.

.9 Install furring to support siding applied vertically where there is no blocking and where sheathing is not suitable for direct nailing.

.1 Align and plumb faces of furring and blocking to tolerance of 1:600.

.10 Install rough bucks, nailers and linings to rough openings as required to provide backing for frames and other work.

.11 Install wood cants, fascia backing, nailers, curbs and other wood supports as required and secure using galvanized fasteners.

.12 Use dust collectors and high quality respirator masks when cutting or sanding wood panels.

3.2 ERECTION

.1 Frame, anchor, fasten, tie and brace members to provide necessary strength and rigidity.

.2 Countersink bolts where necessary to provide clearance for other work.

.3 Use nailing disks for soft sheathing as recommended by sheathing manufacturer.


END OF SECTION

BridgmanCollaborative Architecture Section 07 71 00 Issued for Addendum 1 ROOF SPECIALTIES NANABIJOU CHILDCARE CENTRE Page 1 of 3

Part 1 General

1.1 REFERENCES

.1 Canadian Standards Association (CSA)

.1 CSA B272-93 - Prefabricated Self-Sealing Roof Vent Flashings]

.2 CRCA (Canadian Roofing Contractor’s Association)

.3 NRCA (National Roofing Contractor’s Association)

.4 SPRI (Single Ply Roofing Institute)

.5 CUFCA (Canadian Urethane Foam Contractor’s Association) and CGSB-51-GP 46MP Manual for “Installers of Spray Polyurethane Foam Thermal Insulation” and ASTM C1029-90 “Spray Applied Rigid Cellular Polyurethane Thermal Insulation”]

1.2 SUBMITTALS

.1 Manufacturer's descriptive literature for each product, including section or other type details.

.2 Manufacturer’s written installation instructions.

.3 Shop drawings and samples, when required, in accordance with Section 01 33 00 – Submittal Procedures.

1.3 QUALITY ASSURANCE

.1 Roof accessories manufacturer to have minimum 5 years documented experience in the design and fabrication of roofing specialties and accessories.

1.4 WARRANTY

.1 Warrant products installed under this section of work to be free of leaks, condensation and defects in materials and/or manufacture for a period of 20 years when installed in accordance with the manufacturer’s written instructions.

Part 2 Products

2.1 ACCEPTABLE MANUFACTURER

.1 Provide products as manufactured by Thaler Metal Industries, 1-800-387-7217 Mississauga, Ontario, Canada or provide equal in accordance with B6 and based upon:

.1 20 year warranty against leaks, condensation and defects in materials and/or manufacture, as applicable;

.2 Compliance with CSA B272-93 (Prefabricated Self-Sealing Roof Vent Flashings)

.3 Air barrier design using EPDM seals only;

.4 Maintenance free design;

.5 Materials and sizes options, and thickness;

BridgmanCollaborative Architecture Section 07 71 00 Issued for Addendum 1 ROOF SPECIALTIES NANABIJOU CHILDCARE CENTRE Page 2 of 3

.6 Injection molded urethane insulation to CGSB-51-GP 46MP and ASTM C1029-90, as applicable;

.7 Treated deck flange, as applicable;

.8 Written installation instructions.

2.2 SUBSTITUTIONS:

.1 Refer to Section 01 33 00 – Submittal Procedure, subsection 2.2.

2.3 MANUFACTURED UNITS

.1 Removable Cap STACK JACK Flashing (Insulated)

.1 Vent stack flashing:

.1 Thaler SJ-45-A, 12” (305 mm) high, New-Standard Sloped Roof STACK JACK Flashing (Insulated);

.1 .064” (1.6 mm) mill finish 1100-0T alloy aluminum

.2 Diameter sizes to suit. Confirm with Mechanical.

.1 3” (76 mm)

.2 4” (102 mm)

.3 To CSA B272-93

.4 With EPDM triple pressure grommet seal and EPDM base seal

.5 Bituminous painted deck flange

.6 SS vandal proof cap.

Part 3 Execution

3.1 EXAMINATION

.1 Report to the Contractor in writing, defects of work prepared by other trades and other unsatisfactory site conditions.

.2 Verify site dimensions.

.3 Commencement of work will imply acceptance of prepared work.

3.2 INSTALLATION

.1 Install flashing in accordance with manufacturer’s printed instructions.

.2 Torch membrane until bitumen is fluid and set flange into fluid. Flash in flange with two overlapping layers of ModBit and seal with asphalt sealer. Do not overheat (melt) EPDM Base Seal.

3.3 FIELD QUALITY CONTROL

.1 Comply with the requirements of Section 01 45 00 - Quality Control.

3.4 ADJUSTING

.1 Verify that all manufactured units have been installed in accordance with specifications and details, and will function as intended. Adjust any items where necessary to ensure proper operation.

BridgmanCollaborative Architecture Section 07 71 00 Issued for Addendum 1 ROOF SPECIALTIES NANABIJOU CHILDCARE CENTRE Page 3 of 3 3.5 CLEANING

.1 Clean manufactured units using materials and methods approved by manufacturer. Do not use cleaners or techniques which could impair performance of the roofing system.

END OF SECTION

BridgmanCollaborative Architecture Section 33 46 13 R1 Issued for Addendum 1 FOUNDATION DRAINAGE NANABIJOU CHILDCARE CENTRE Page 1 of 7

Part 1 General

1.1 REFERENCES

.1 Canadian General Standards (CSA International).

.1 CSA –A23.1/A23.,Concrete Materials and Methods of Concrete Construction/Methods of Test for Concrete.

.2 CSA B1800, Plastic Non-pressure Pipe Compendium - B1800 Series (Consists of B181.1, B181.2, B181.3, B181.5, B182.1, B182.2, B182.4, B182.6, B182.7, B182.8 and B182.11).

.1 CSA B182.2-02, PVC Sewer Pipe and Fittings (PSM Type).

.2 Canadian General Standards Board (CGSB)

.1 CGSB 19-GP-14M - Sealing Compound, One Component, Butyl-Polyisobutylene Polymer Base, Solvent Curing; 1984.

.2 CAN/CGSB-148.1 & 148.2, Geotextiles.

.3 American Society for Testing and Materials International, (ASTM).

.1 ASTM D698, Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m³)

.2 ASTM C1311 - Standard Specification for Solvent Release Sealants; 2002.

.3 ASTM D1621 - Standard Test Method for Compressive Properties of Rigid Cellular Plastics; 2004a.

.4 ASTM D1621 - Standard Test Method for Compressive Properties Of Rigid Cellular Plastics; 2004a.

.5 ASTM D3776 - Standard Test Methods for Mass Per Unit Area (Weight) of Fabric; 1996 (Reapproved 2002).

.6 ASTM D3786 - Standard Test Method for Hydraulic Bursting Strength of Textile Fabrics-Diaphragm Bursting Strength Tester Method; 2006.

.7 ASTM D4355 - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture, and Heat in a Xenon Arc Type Apparatus; 2005.

.8 ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2004).

.9 ASTM D4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2004.

.10 ASTM D4632 - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles; 1991 (Reapproved 2003).

.11 ASTM D4716 - Test Method for Determining the (In-plane) Flow Rate per Unit Width and Hydraulic Transmissivity of a Geosynthetic Using a Constant Head; 2004.

.12 ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile; 2004.

.13 ASTM D4833 - Standard Test Method for Index Puncture Resistance of Geotextiles, Geomembranes, and Related Products; 2000.

.14 ASTM E 96/E 96M - Standard Test Methods for Water Vapor Transmission of Materials; 2005.

.4 American Association of Textile Chemists and Colorists (AATC)

.1 AATC 127 - Water Resistance: Hydrostatic Pressure Test; 1998.


.5 Canadian Construction Material Centre (CCMC)

.1 CCMC Technical Guide for Foundation Wall Drainage Systems – Dimpled Membranes. Master Format Section 02622.1; (Oct. 11, 2006).

1.2 SITE CONDITIONS

.1 Examine sub-surface investigation report.

.2 Known underground utility lines and buried objects are as indicated on site plans.

1.3 Submittals

.1 Submit manufacturer’s test data and certification at least 2 weeks prior to commencing work.

.1 Certification to be marked on pipe.

.2 Submit manufacturer’s information data sheets and instructions.

1.4 DELIVERY, STORAGE AND HANDLING

.1 Deliver, store and handle materials in accordance with Section 01 61 00 – Common Product Requirements.

Part 2 Products

2.1 BEDDING AND SURROUND MATERIALS

.1 Coarse filter aggregate: to CSA-A23.1/A23.2, Group 1 20-5 mm.

.2 Fine filter aggregate: to CSA-A23.1/A23.2.

.3 Flexible plastic tubing and fittings. Corrugated Perforated and non-perforated, nominal inside diameter as indicated with integral woven non-bio-degradable filter sock to keep fines out of pipes.

.4 Rigid plastic pipe and fittings: to CSA-B182.1, size as indicated, complete with fittings.

2.2 DRAINAGE SHEET

.1 Drainage Sheet for Vertical and Horizontal application: High density polyethylene sheet, dimpled throughout field of sheet, with flat flange on manufactured edges; polypropylene filter fabric heat bonded to top of dimples.

.1 Product: Cosella-Dörken DELTA®-DRAIN (or approved equal)

.2 Color: Brown

.3 Working Temperature Range: Minus 22 degrees F (minus 30 degrees C) to 176 degrees F (80 degrees C).

.4 Dimpled Thickens: 5/16 inch (8mm)

.5 Compressive Strength: ASTM D 1621: Approximately 5200 psf (250 kN/sq m)

.6 Water Flow Rate in Vertical Orientation: ASTM D 4716: 8.8 gal/min/ft (109 L/min/m)


.7 Water Flow Rate in Horizontal Orientation: ASTM D 4716: 2.4 gal/min/ft (30 L/min/m)

.8 UV Stability: 30 days maximum UV exposure, however cover as soon as possible

.9 Recycled Content: 60% post consumer / post-industrial HDPE

.10 Sustainable Design: Virgin co-extrusion process, utilizing virgin polyethylene on the outside layers and recycled HDPE in the middle to provide long-term in situ performance.

.2 Accessories as recommended by product manufacturer’s installation instructions.

2.3 BACKFILL MATERIAL

.1 Type 2, in accordance with Section 31 23 33.01 - Excavation, Trenching and Backfilling.

.2 Excavated or graded material existing on site may be suitable to use if approved by Architect.

Part 3 Execution

3.1 EXAMINATION

.1 Ensure graded base conforms with required drainage pattern before placing bedding material.

.2 Ensure improper slopes, unstable areas, areas requiring additional compaction or other unsatisfactory conditions are corrected to approval of Architect.

.3 Ensure foundation wall and dampproofing have been installed and approved by Architect before placing bedding material.

.4 Verify that substrates are sound enough to retain fasteners and suitable for bonding of sealant.

.5 Verify that there are no active leaks within area to be covered.

.6 Verify that finish grade elevations are clearly marked.

.7 Do not begin installation until substrates have been properly prepared.

.8 If substrate preparation is the responsibility of another trade, notify Architect of unsatisfactory preparation before proceeding.

3.2 BEDDING PREPARATION

.1 Cut trenches in base and place bedding material in uniform layers not exceeding 150 mm compacted thickness to depth as indicated.

.2 Shape bed true to grade and to provide continuous, uniform bearing surface for pipe.

.3 Shape transverse depressions, as required, to suit joints.

.4 Compact each layer full width of bed to at least 95% of corrected maximum dry density.


.5 Fill excavation below design elevation of bottom of specified bedding with compacted bedding material or lean mix concrete.

3.3 PIPE OR TUBING INSTALLATION

.1 Ensure pipe interior and coupling surfaces are clean before laying.

.2 Lay perforated pipe tubing level minimum to slope of 1:100. Face perforations and coupling slots downward.

.3 Lay non-perforated pipe to slope of 1:50 from perforated pipe to disposal area. Make joints watertight.

.4 Grade bedding to establish pipe slope.

.5 Install end plugs at ends of collector drains to protect pipe tubing ends from damage and ingress of foreign material.

.6 Connect non-perforated pipe storm sewer by appropriate adapters manufactured for this purpose.

.7 Provide cleanouts on non-perforated pipe at changes of pipe direction and in runs greater than 15 m.

.8 Provide flush cleanouts where directed by Architect.

.9 Provide drainage system outlet to existing east drainage ditch.

.10 Provide certificate of quality compliance upon satisfactory completion of installation.

3.4 PIPE OR TUBING SURROUND MATERIAL

.1 Upon completion of pipe, tubing laying and after Contractor has inspected Work in place, surround and cover pipe, tubing and install geotextile filter as indicated.

.2 Hand place surround material in uniform layers not exceeding 150 mm compacted thickness, as indicated.

.3 Place layers uniformly and simultaneously on each side of pipe, tubing.

.4 Compact each layer from pipe, tubing invert to mid-height of pipe, tubing to at least 95% maximum density to ASTM D698.

.5 Compact each layer from mid-height of pipe, tubing to underside of backfill to at least 90% maximum density to ASTM D698.

3.5 DRAINAGE SHEET PREPARATION

.1 Clean surfaces "broom clean" prior to installation.

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

.1 Remove projections larger than 1/4 inch (6 mm); remove sharp edges.

.2 In concrete and masonry, patch cracks and holes so that they provide suitable substrate as recommended by membrane manufacturer.

BridgmanCollaborative Architecture Section 33 46 13 R1 Issued for Addendum 1 FOUNDATION DRAINAGE NANABIJOU CHILDCARE CENTRE Page 5 of 7 3.6 DRANAGE SHEET INSTALLATION

.1 Install in accordance with manufacturer's recommended procedure.

.2 Do not install when:

.1 Ambient temperature is below minus 22 degrees F (minus 30 degrees C).

.2 Concrete has been cured for less than 3 days.

.3 Standing water is present.

.3 General Sheet Installation: Start at lowest point and work to top, running length of sheets horizontally and overlapping upper sheets in shingle fashion at least 6 inches (150 mm); lap vertical joints at least 6 inches (150 mm).

.1 Install sheets without gaps, wrinkles, creases, or tears.

.2 Align and interlock overlapping layers.

.3 Secure to substrate at edges and in the field of the sheet using fasteners and methods recommended by sheet manufacturer; stagger fasteners in alternate rows.

.4 Flash and seal top edges, around openings and penetrations, and other locations recommended by manufacturer, in manner recommended by manufacturer.

.4 Drainage Sheets: In addition to general sheet installation specified above:

.1 Install with cup side on side facing surface waterproofed.

.2 Unless otherwise indicated, fasten dimpled sheets using specified fasteners with dimpled washers interlocked with sheet at not more than 12 inches (305 mm) on center.

.3 At top, install with flat edge secured with DELTA®-MOLD STRIP. Fasten at not more than 8 inches (200 mm) on center.

.4 At all joints, apply continuous bead of sealant between layers and fasten through both layers with specified fasteners with dimpled washers.

.5 At vertical joints, overlap sheets at least 6 inches (150 mm) and interlock dimples, making full contact with sealant.

.6 At horizontal joints overlap upper sheet over flat flange of lower sheet and fasten through both sheets at lower edge of upper sheet at 36 inches (910 mm) on center.

.7 At inside and outside corners, install sheet as close to substrate as possible without breaking and fasten along both sides entire length of corner, not closer than 5 inches (125 mm) to corner.

.8 At bottom of walls, extend a single sheet from wall over footing to drainage pipe.

.5 Drainage Sheet: in addition to general sheet installation:

.1 Install with protruding dimples and filter fabric on side facing away from the substrate, unless otherwise indicated.

.2 On lagging, pile, or earth forms, and other “blind” wall construction, install drainage sheet with filter fabric in contact with form; seal joints in dimpled sheet continuously with tape; anchorage to forms may be by adhesive if necessary.

.3 On low-slope split slab installations, install with filter fabric side up; seal dimpled sheets overlaps; anchor sheets sufficiently to prevent movement prior to and during installation of cover.


.4 At plaza deck, pavers are not to be installed directly on the drainage sheet. A buffer layer between the drainage membrane and the pavers must be installed. Install with filter fabric side up with butt joints rather than overlap joints.

.5 Use DELTA®-MOLD STRIP to enclose edges of drainage sheets; in fine silty clay soils, wrap exposed edges with filter fabric before installing DELTA®-MOLD STRIP.

.6 Cover sheet laps with filter fabric and do not leave dimpled sheet exposed.

.7 At bottom of walls, extend a single sheet from wall over footing to drainage pipe, if any.

.6 Repairs to Dimpled Sheet: Apply patch made of same material interlocked, with continuous sealant bead around tear or penetration.

.7 Repairs to Filter Fabric: Tape matching material over damaged area.

.8 In blindside application, after installation of reinforcing bars, inspect drainage sheet and repair damaged sheet and fabric.

3.7 FIELD QUALITY CONTROL

.1 Provide the services of a manufacturer's representative to inspect substrates for suitability for installation, to review procedures during construction, and to review the finished work.

3.8 PROTECTION

.1 Do not leave installed membrane exposed to sunlight for more than 30 days after installation; to cover, complete backfill operation or cover with protection board.

.2 Prior to backfilling, inspect DELTA®-DRAIN for tears and other damage and repair.

.3 Take care when backfilling to avoid damage to membrane; replace membrane damaged during backfilling.

.4 Protect installed products until completion of project.

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

3.9 BACKFILL MATERIAL

.1 Place backfill material above pipe, tubing surround in uniform layers not exceeding 150 mm compacted thickness up to grades as indicated.

.2 Under paving and walks, compact backfill to at least 95% maximum density to ASTM D698. In other areas, compact to at least 90% maximum density to ASTM D698.

.3 Place minimum of 150 mm thickness coarse filter aggregate on each side of perforated pipe, tubing and a minimum of 300 mm thickness coarse filter aggregate over perforated pipe, tubing for perimeter drainage system.

.4 Extend coarse filter, aggregate over top of footing to and along foundation wall minimum 300 mm above top of pipe, tubing.

.5 Place minimum of 150 mm thickness clean sand on each side and over non-perforated pipe, tubing.


.6 Place filter bed by hand, in 150 mm lifts. Avoid crushing flexible pipe, tubing during backfill operations. Use temporary forms to place dual zone filters. Consolidate by hand tamping lightly. Prevent displacement of pipe, tubing.

.7 Vertical wall drainage:

.1 Place 300 mm horizontal thickness coarse filter aggregate and 300 mm horizontal thickness fine filter aggregate in 300 mm vertical lifts against foundation walls during backfilling operation. Terminate vertical drainage 150 mm below finished grade.

END OF SECTION

12

3

5

7

89

10

A

B

C

E

FUTURE SIGN(NIC)

OLIVER ROAD

SAND

ERS D

RIVE D

TO FAC

E OF EXISTIN

G BLD

G60' - 0 3/8"

EDGE OF BUSH

EDGE OF BUSH

EXISTING SPRUCE/PINETREES TO REMAIN

PLAY AREA1198 SF CLEAR PLAY

EDG

E OF BU

SH

PLAY AREA3469 CLEAR PLAY + 4817 FOREST PLAY

8286 SF TOTAL

REMOVE EXISTINGSPRUCE TREES

CITY OF THUNDER BAY TOREPAIR DAMAGED CULVERT

BENEATH EXISTING APPROACH

EXISTING CONCRETE SIDEWALK

H

10' - 0"

10' -

0"

EXISTING BUILDING

MIN 6' PERIMETERCHAIN-LINK FENCE

CL

CL

42' - 1 3/8"

LIGHT STANDARD

EXISTING CONCRETE SIDEWALK

CL

6

4

12' x 12' LEVELGRAVEL AREA

APPROX 10' x 10' 10' x 10'OUTDOOR STORAGE

SHED (NIC)

7' GATE (2 - 3'-6")W/ LOCKINGHARDWARE

7' GATE (2 - 3'-6")W/ LOCKING HARDWARE

MIN 6' PERIMETERCHAIN-LINK FENCE MIN 6' PERIMETER

CHAIN-LINK FENCE

4X4 WD POSTS @6'-0" OC, 2X4 WD

HORIZONTALS, TYP

MIN 6'PERIMETERCHAIN-LINK

FENCE

NANABIJOU CHILDCARE CENTRE

8500 SF

MAIN FLOOR = 100.00

GEODETIC ELEV. = 208.30

100.

00°

150.00°

100.00°




40' - 0"

10' - 0"20' - 0" 20' -

0"

20' - 0"

20' - 0"

8' -

6"

12' - 0"

1

2

3

4

5 HC

6

EXISTING ROAD

NEW CONCRETE

NEW CONCRETE

NEW GRAVEL

NEW

GRA

VEL

EXIS

TING

GRA

VEL

NEW SOD

45' -

0"

CL

NEW SOD

APPROX 10' x 10'OUTDOOR STORAGE

SHED (NIC)

PLAY AREA4817 FOREST PLAY


HORIZONTALS, TYP

MAINENTRY

EXIT TOPLAY

NEW SOD

UTILITYCOURTARD

95.15°

145.31°

3 m9' - 10 1/8"

6 m19' - 8 5/8" SITE BOUNDARY

SITE BOU

ND

ARY

SITE BOU

ND

ARY

SITE BOU

ND

ARY

SITE BOU

ND

ARY

3' - 0"

36' - 3 3/4"

CONCRETE LANDSCAPERETAINING WALL


WOOD GATETYP

WOOD GATETYP

WOOD GATETYP


HORIZONTALS, TYP

3' - 11 3/4" 12' - 0" 18' - 0"

6' - 0"6' - 0"

24' -

0"

21' - 0"

4' - 3 1/2"

4' - 5"

30' - 0"

4' - 2 1/4" 18' - 0"18' - 0"

4' - 3 1/2"

18' - 0"

24' - 0"

4' - 3 1/2"

18' - 0"

2' - 7 1/4"

19' - 6 3/4"

19' - 5 3/4"

42' - 1"

53' - 11 1/8"

48' - 5 5/8"

13' - 4 3/4"

150.00°

120.00°

165.00°

105.0

0°

84.8

5°

95.15°90.00°

90.00°

109.84°

160.16°

90.0

0°

90.0

0°

150.16°

80.0

0°

3m

9' - 10 1/8"

EXISTING HYDRANT

68' - 11 5/8"

7' - 8 1/4"

GARBAGE ENCLOSUREON CONC PAD

2A100

4A100

NEW LANDSCAPEBOULDER APPROX.3' H. x 6' L. x 4' W.

NEW LANDSCAPEBOULDER APPROX.3' H. x 6' L. x 4' W.

140' - 6 1/8"

95' - 6 1/8"

35' - 9 7/8"

59' - 0"

31' - 6"

3A100

4' - 0"

14' - 5 1/8"5' - 0"

RIP RAP STRIPS W/SPLASH PAD TYP.

17' - 10 7/8"

63' - 7 3/4"

48' - 8 1/4"

28' - 2 1/8"

10' -

0"

10' - 0"

10' -

0"

31' - 4"

15' -

11

1/4"

45' - 8 5/8"

SEED NEWGRASS

SEED NEW

GRASS

SEED NEW

GRASS

SEED NEW

GRASS

SEED NEW

GRASS

NEW SODNEW SOD

NEW SOD

NEW SOD

REDO EXISTINGLAWN AS REQUIRED

NEW SOD

REGRADE & REPAIRGRAVEL ROAD

EXISTINGGRAVEL ROAD

EXISTINGGRAVEL ROAD

NEW TRENCH FORWEEPING TILE

NEW GRAVEL

15' - 7"6' - 11 3/4"

42' - 1" (TO FENCE POST, TYP)

44' - 0"

36' - 3 3/4" (TO FEN

CE PO

ST)

NEW TRENCH FOR SANITARY LINEMAKE GOOD EXISTING GRAVEL ROAD ANDSOD, PROTECT EXISTING CONCRETE

GRAVELSITE PLAN LEGEND

EXISTING TREES

CONCRETE

GEOTEXTILELANDCAPE FABRIC

8" COMPACTED 3/4DOWN GRAVEL

EXISTINGGRAVEL ROAD

REINF.CONCRETE PAD

0' -

6"0'

- 6"

10' - 0"

10

MAIN FLOOR T/O SLAB100' - 0"

6"2'

- 0"

0' -

6"

3' - 3 1/2" TO FOUNDATION 8"

NEW SOIL

REINF. CONCRETERETAINING WALL

2' - 0"

RETAINING WALL TO RETURN TOFOUNDATION ON BOTH ENDS

4" COMPACTED 3/4 DOWNGRAVEL

A

GEOTEXTILELANDCAPE FABRIC

8" COMPACTED3/4" DOWN GRAVEL

0' -

8"

12' - 0"

This drawing is property of the Architect and cannotbe reproduced or used without the consent of theArchitect. The contractor is responsible for checkingand verifying all levels and dimensions and shallreport all discrepancies to the Architect and obtainclarification prior to commencing work.

Sheet No:

Project:

Project Number:Drawing Title:

# Issue/Revision Date1 TENDER JULY 12 2013

2 ADDENDUM 1 JULY 23 2013

A100

SITE PLAN &DETAILS

1213

NANABIJOUCHILDCARE CENTRE

1/16" = 1'-0"A100

SITE PLAN1

TRUEPROJECT

NOTES:• BURIED CONDUIT TO BE PROVIDED FOR

FUTURE EXTERIOR LIGHTING(SEE ELECTRICAL)

• SEE OUTLINE SPEC FOR TREE REMOVALINFORMATION

1/2" = 1'-0"A100

SECTION DETAIL - CONCRETE PAD2

1/2" = 1'-0"A100

SECTION DETAIL - RETAINING WALL3

1/2" = 1'-0"A100

SECTION DETAIL - GRAVEL PAD4

REVISION NOTES:

NEW TRENCH FOR SANITARY LINEMAKE GOOD EXISTING GRAVEL ROAD ANDSOD, PROTECT EXISTING CONCRETE

1

1

UP

DNDN DN

DN

A201

3

1 2 3 5 7

8 9 10

A

B

C

E

A201

2

A2014

A703 10

11

56 SF

PANTRY124

190 SF

VESTIBULE100

231 SF

DIRECTOR101

92 SF

FAMILY WC109176 SF

MECH111

91 SF

STORAGE113

221 SF

SERVERY123

79 SF

LAUNDRY112

808 SF

SCHOOL AGE122

327 SF

PRESCHOOL121

203 SF

TODDLER120

458 SF

PRESCHOOL119

12

292 SF

TODDLER118

432 SF

PRESCHOOL117

107 SF

CUBBIES110

340 SF

INFANT115

209 SF

INFANT SLEEPING114

1067 SF

HALL127

89 SF

VESTIBULE116

10' - 6 1/2" 26' - 6 3/4" 16' - 1 1/2" 25' - 4" 16' - 1 1/2" 25' - 4" 30' - 7" 18' - 4 1/4" 9' - 4 7/8"

49' -

6 1

/4"

13' -

6 1

/2"

9' -

4 1/

4"6'

- 7

1/2"

20' -

0"

314 SF TOTAL PLAY

496 SF TOTAL PLAY 306 SF TOTAL PLAY 496 SF TOTAL PLAY

930 SF TOTAL PLAY (LOFT ABOVE)

312 SF PLAY

493 SF TOTAL PLAY

CR CR CR

CR

CRCRCRCR

CR

CR

187 SF

STAFF104

158 SF

RESOURCES103

25 SF

STORAGE122a

83 SF

PRINT & SUPPLY102

44 SF

STAFF WC105

30 SF

MC WC107

35 SF

FC WC108

32 SF

JANITOR106

3A301

1A301

A201 5

D

2A301

A703 6

7

A703

A702

21

A702 16

17

18

15 19

2022

9

2.0%

2.0%

4

64

BCT

EW1a

EW1b

EW1a

EW1a

F

F

F

CH-T CH-T

CH-P

A701 9

10

A70111A701

14

A701

13

A701 17

EW1b

1

BCT

BCT

BCT

2

A201

1

F

68 SF

STORAGE111a

2A302

812

A701

1

3

24

A701

5

7 6

A102 A122

2

A102 A122

1

A702 1

5

8

3

A102 A121

1

A102 A122

3

4A301

49 SF

PRESCHOOL121a

166 SF

PRESCHOOL121b46 SF

TODDLER120a

49 SF

PRESCHOOL119a

160 SF

PRESCHOOL119b

46 SF

TODDLER118a45 SF

PRESCHOOL117a

182 SF

PRESCHOOL117b

57 SF

INFANT115a

85 SF

SERVERY123a

25 SF

W/C115b

80 SF

TODDLER118b

79 SF

TODDLER120b

12' - 3 1/2"10' - 0" 8' - 3 1/2"

EW1

EW1

EW1

NPROJECT

A102 A601

7

Sim

A102 A601

4

3A302

4' - 9 7/8"

2 1/

2"

178' - 4 1/2"

A102 A505

1

A102 A505

2

Sim

A102 A505

2

A102 A505

3

Sim

A102 A505

3

A102 A121

3

9' -

11 7

/8"

3' -

6 5/

8"

170.00°

1A302

A102 A121

5

A702

5

A702

6

A702

7

A102 A505

5

Sim

A102 A121

1

A102 A121

2

10' -

8 1

/8"

W26 W27 W29

W32

W30

W21

W11

W23W22 W28

W1W17

A102 A121

6

CH-P

A70116

15

A70116

Sim

15 Sim

CH-PD116a

D100a

A102 A505

4

A703 6

Sim

7 Sim

8

Sim

A702

23

EW1

EW1aW25

W13W15W19 W5W7W9

W31

W3

BCT

NOTE:SEE A121, A122 & A903 FOR INTERIORGLAZED SCREEN DESIGNATIONS

DW

5' - 5 3/8" 3' - 4 3/8" 8' - 6 1/8" 4' - 2 7/8" 3' - 4" 8' - 6 1/2" 4' - 3 1/8" 3' - 3 7/8" 8' - 6 5/8" 4' - 3 1/4"

2' - 7 7/8" 3' - 4"

4' -

6 3/

8"5'

- 10

7/8

"9'

- 6

3/4"

1' - 1 5/8" 5' - 11 3/8" 5' - 10 7/8" 11' - 10 1/2" 5' - 10 7/8" 82' - 10 3/4" 3' - 0" 13' - 8 5/8" 5' - 10 7/8" 5' - 11 3/8" 5' - 10 7/8" 11' - 10 1/2" 5' - 10 7/8" 5' - 11 3/8" 5' - 10 7/8" 10 5/8"

Sim

A102 A102

3

CONCRETE WALK

FD

FD

FD FD

FD

FD FD

FD

FD

FDFD

FD

FD

FD

2X6 WOOD STUDFRAMING, TYP

(SEE STRUCTURAL)CONCRETEWALK

[No Slope]5%

[No Slope]

5%

ACCESSLADDER

HOSE BIBB

HOSE BIBB

HOSE BIBB

Sim

A102 A505

1

SHEAR WALL (SEE STRUCTURAL)

LAM PLWD & GWB INT FACE

SHEAR WALL (SEE STRUCTURAL)

LAM PLWD & GWB INTERIOR FACE

SH

EA R

WA

LL (S

E E S

TRU

CTU

RAL

)

LAM

PLW

D &

GW

B R

M 1

13 F

AC

E

SH

EA R

WA

LL (S

E E S

TRU

CTU

RAL

)

LAM

PLW

D &

GW

B R

M 1

11a

FAC

E

SH

EA R

WA

LL (S

E E S

TRU

CTU

RAL

)

LAM

PLW

D A

ND

GW

B IN

TER

IOR

FA

CE

SH

EA R

WA

LL (S

E E S

TRU

CTU

RAL

)

LAM

PLW

D A

ND

GW

B IN

TER

IOR

FA

CE

PRECAST CONCRETESPLASH PAD, TYP

A705

11

A705

16

GUARD B

GUARD A

GUARD CGUARD BGUARD A

CONCRETEHOUSEKEEPING PAD

2' -

2"

EW1a

EW1a

W24

3' -

8"

AD1.7011

A102 AD1.502

2

7 8 9 10

A

B

A201

2

A703 10

11

12

3A301

1A301

9

86 SF

LOFT STOR222a

262 SF

LOFT222

EW1

EW1a

LINE OF ROOF ABOVE

LIN

E O

F R

OO

F AB

OVE

A703

13

20' -

0"

30' - 7" 18' - 4 1/4" 9' - 4 7/8"

4A301

A102 A601

4

A102 A504

9

D222a

S2b

S1a

S2S1

S2a

S2b

8' - 3 5/8" 5' - 10 7/8" 5' - 11 3/8" 5' - 10 7/8" 4' - 0 1/4"

1' -

6 3/

4"

1' - 6 1/4"

W4 W2

30' - 1"

17' - 7 1/8"

5' -

0"

1' -

5 5/

8"

8' -

5 1/

2"

12' - 0 1/2" 10' - 0" 8' - 0 1/2"

6AD1.501

AD1.7011

EXTERIOR WALL CLADDING ON WOOD STUD - 45 MIN FRR - R 34EW1EXTERIOR WALL CLADDING1" AIR SPACE2" EXTRUDED POLYSTYRENE RIGID INSULATION (R 10)3" GALVANIZED STEEL VERTICAL Z-GIRT FRAMING (24" OC)SPUN POLYOLEFIN AIR BARRIER MEMBRANE5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHING2 x 6 WOOD FRAMING (16" OC) WITH 5 1/2" BATT INSULATION (R 24)6 MIL POLYETHYLENE VAPOUR BARRIER5/8" GYPSUM BOARD

EXTERIOR WALL TYPES

FOUNDATION WALL ABOVE GRADE - R 10EW31/2" CEMENT PARGING WITH METAL LATH1/2" CEMENT BOARD2" EXTRUDED POLYSTYRENE RIGID INSULATION (R 10)2" GALVANIZED STEEL VERTICAL Z-GIRT FRAMING (24" OC)PLASTIC DRAINAGE COMPOSITEWATER RESISTIVE BARRIERREINFORCED CONCRETE FOUNDATION WALL

FOUNDATION WALL BELOW GRADE - R 10EW32" EXTRUDED POLYSTYRENE RIGID INSULATION (R 10)PLASTIC DRAINAGE COMPOSITEWATER RESISTIVE BARRIERREINFORCED CONCRETE FOUNDATION WALL

FOUNDATION WALL UNINSULATEDEW5REINFORCED CONCRETE FOUNDATION WALL

EXTERIOR WALL CLADDING ON WOOD STUD - 45 MIN FRR - R 34EW1aEXTERIOR WALL CLADDING1" AIR SPACE2" EXTRUDED POLYSTYRENE RIGID INSULATION (R 10)3" GALVANIZED STEEL VERTICAL Z-GIRT FRAMING (24" OC)SPUN POLYOLEFIN AIR BARRIER MEMBRANE5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHING2 x 8 WOOD FRAMING (16" OC) WITH 5 1/2" BATT INSULATION (R 24)6 MIL POLYETHYLENE VAPOUR BARRIER5/8" GYPSUM BOARD

EXTERIOR WALL CLADDING ON WOOD STUD - 45 MIN FRR - R 33EW1bEXTERIOR WALL CLADDING (ANGLED)1" AIR SPACE2" EXTRUDED POLYSTYRENE RIGID INSULATION (R 10)3" GALVANIZED STEEL Z-GIRT FRAMING (24" OC) (ANGLED)SPUN POLYOLEFIN AIR BARRIER MEMBRANE5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHING2 x 6 WOOD FRAMING (16" OC) WITH 5 1/2" BATT INSULATION (R 24)6 MIL POLYETHYLENE VAPOUR BARRIER5/8" GYPSUM BOARD

SLOPED ROOF - R60R12-PLY SBS MODIFIED BITUMEN ROOF MEMBRANECOVER BOARD3/4" T&G PLYWOOD ROOF SHEATHINGFIBREGLASS BATT INSULATION (R 60)WOOD TRUSS (SEE STRUCTURAL)6 MIL POLYETHYLENE VAPOUR BARRIER5/8" TYPE-X GYPSUM BOARD

ROOF TYPES

FLAT ROOF - R60R22-PLY SBS MODIFIED BITUMEN ROOF MEMBRANECOVER BOARDSLOPED INSULATION MIN 2%3/4" T&G PLYWOOD ROOF SHEATHINGEXTRUDED POLYSTYRENE RIGID INSULATION (R 60)WOOD I-JOISTS (SEE STRUCTURAL)6 MIL POLYETHYLENE VAPOUR BARRIER5/8" TYPE-X GYPSUM BOARD

CONCRETE SLAB ON GRADE - R40F1FLOORING (SEE ROOM FINISH SCHEDULE)CONCRETE SLAB ON GRADE (SEE STRUCTURAL)10 MIL POLYETHYLENE VAPOUR BARRIER4" EXTRUDED POLYSTYRENE RIGID INSULATION (R 40)GRANULAR BASE (SEE STRUCTURAL)

FLOOR TYPES

LOFT/STAGEF21/2" G1S T&G BIRCH PLYWOOD CLEAR SEALED5/8" OSB T&G SUBFLOORWOOD JOIST FRAMING (SEE STRUCTURAL)5/8" FURRING CHANNEL (2' OC)5/8" TYPE-X GYPSUM BOARD5/8" TYPE-X GYPSUM BOARD

PLAN LEGEND

KEYPAD (SEE ELEC)

DOOR ACTUATOR (SEE ELEC)

CHILD HEIGHT TOILET - TODDLER

A

K

CH-T

CHILD HEIGHT TOILET - PRESCHOOLCH-P

FIRE RATED (SEE ASSEMBLY TYPES)

8 9 10

1A301

A201

1

6' - 7 1/2"

6' - 7 1/2"6' - 7 1/2" 7' - 6"

6' - 0"5' - 11 3/4" 7' - 6 1/8" 9' - 4 7/8"

5' -

0"

1' -

6"

6' -

0" T

YP

5' - 3 3/4"

5' - 3 3/4"

5' - 3 3/4" TYP

6' - 0"

5' - 3 3/4" 5' - 3 3/4"5' - 3 3/4"

5' - 3 3/4"

6' -

0" T

YP

6' - 7 1/2"

6' - 7 1/2"

5' - 3 3/4"

-1' - 7 1/2"

-0' - 4 3/4"

-2' - 1 1/2"

[No Slope]

[No Slope]

[No Slope]

[No Slope]

15%

11%DETECTABLE

WARNINGSURFACE

2' -

0"

R =

57'

- 0"

R =

61'

- 9

3/8"

-1' - 7 1/2"

GENERAL NOTE:ALL SLOPE ARROWS INDICATEA DOWNWARD SLOPE, TYP.

[No Slope]

GUARD B

GUARD CGUARD BGUARD AGUARD A

GUARD A

5%

5%

10%

5%

RADIUS SIDEWALK EDGE


Sheet No:

Project:




A102

FLOOR PLANS

1213


1/8" = 1'-0"A102

MAIN FLOOR PLAN2

1/8" = 1'-0"A102

LOFT FLOOR PLAN1 1/4" = 1'-0"A102

LARGE SCALE PLAN ENTRANCE RAMP3

REFER TO A103, A104 & A121, A122 FOR INTERIOR PLAN DIMENSIONS, INTERIORPARTITION WALL TYPES, DOOR TAGS AND INTERIOR GLAZED SCREENDESIGNATIONS

REVISION NOTES:

PROVIDE CONCRETE SIM TO SIDEWALKBETWEEN SIDEWALK AND RETAININGWALL

EXTERIOR WALL TYPES UPDATED TOCLARIFY Z-GIRT FRAMING SPACING

1

2

1

2

1 2 3 5 7 8 9 10

A

B

C

E

3A301

1A301

F6

F6

F6

F6F6 F6 F6

F7 F7

F6

F6

F6

F6

F6 F6

F6 F6

F6 F6

F6

F6

F6

D

2A301

9' - 0"9' - 0"9' - 0"

9' - 0"

9' - 0"9' - 0"

9' - 0"

9' - 0"

9' - 0"9' - 0"

9' - 0"

12.5

%

12.5

%

12.5

%

64

F11

F6 F6

F6 F6

F6

F6

9' - 0"

F12F12

F12 F12

F12 F12

F12

F12

F12

F12

F12

F12 F4

2A302

4A301

NPROJECT

3A302

1A302

F1 F1

F1 F1

F1

F1

F1

F1

F1 F1

F1

F1

F1

F1

F1

F1 F1

F1

F1

F1 F1

F1F7

F7

F7

F7

F7

F7

F7

F7

F7

F7 F7

F7

F7

F7

10' - 0 1/2"

12.5

%10' - 0"10' - 0"10' - 0"10' - 0"

12.5

%

F5

F5F5 F5

F5 F5

F5 F5

F5 F6

F6 F6

F6

9' - 0"9' - 0"F6

EQ EQ

F8 F8

F8F8

F13

F7

F7

F7F6

F8F8

F14

EQ 11' - 6" EQ

6' -

9 7/

8"7'

- 9"

4' -

6 1/

4"EQ

3' -

4"EQ

2' - 0 7/8"

12.5

%

12.5

%

EQ EQ

EQ6'

- 0"

6' -

0"EQ4' - 5 1/4"

EQ2'

- 10

"EQ

EQ 11' - 6" EQ

EQ6'

- 10

"EQ EQ

8' -

0"EQ

EQ EQ

EQ 11' - 6" EQEQ6'

- 0"

6' -

0"EQ

EQ8'

- 0"

EQ

12.5

%

12.5

%

EXPOSED MECHDUCT TYP

F13F13F13F13

F13

4'x6' CLEAR SEALED PLWD SOFFIT

12.5

%

12.5

%

EQ 4' - 3 1/8" EQ

EQEQ

EQ EQ

EQEQ

EQ 5' - 11 7/8" 8' - 0" 8' - 0" 6' - 0 1/4" EQ

EQ4'

- 0"

EQ

EQ 8' - 0" EQ

EQ4'

- 0"

EQ

EQ EQ

EQ7'

- 0"

EQ

EQ EQ

EQ7'

- 0"

EQ

EQ7'

- 0"

EQ

EQ EQ

EQ7'

- 0"

EQ

EQ EQ

EQ6'

- 0"

EQ

EQEQ

EQ EQ EQ EQ

SKYLIGHT

SKYLIGHT

SKYLIGHT

9' - 5 3/4"

3' -

6"3'

- 6"

EQ

F7 F7

F7 F7

F7

F7

EQ EQEQ

6' -

0"EQ

EQ 8' - 0" EQ

6' -

0"2'

- 3

1/4"

6' - 7 3/8" 6' - 0" EQ EQ

EQ8'

- 0"

EQ

EQ 5' - 0" EQ

EQ EQEQ EQ

6' - 9 3/8" 10' - 3 3/4" 10' - 6 1/4" 2' - 4 3/8"

F8F8

F8F8

F8F8

2' - 0" 3' - 11 1/8"1' - 0"

4'x6' CLEAR SEALEDPLWD SOFFIT

F8 F8

F8 F8

F8 F8

26' -

4 1

/8"

4'x6' CLEAR SEALEDPLWD SOFFIT

3' -

1 3/

4"

3' -

4 1/

2"6'

- 0"

3' - 5 3/8" 8' - 0" 2' - 9 7/8"

10' - 0" 8' - 8"

8' -

8 1/

4"3'

- 10

3/4

"

3' -

1 5/

8"

3' -

1 5/

8"

2' - 1 5/8"

F8

3' - 11 3/8" 20' - 6 1/4" 23' - 8 1/2" 23' - 8 1/2" 23' - 8 1/2" 23' - 8 1/2" 23' - 8 1/2" 19' - 11 1/4" 3' - 11 3/8"


3' - 8 3/8"

6' -

2 1/

2" 3' -

1 1/

2"

2' - 0"

2' -

2 1/

8"

3' - 2"

3' - 1 1/8"

1' -

3 1/

2"

11 1

/4"

2' -

10"

5' - 6" 4' - 0"1'

- 9"

2' -

10"

2' -

2 1/

8"

3' - 6 7/8" 3' - 5 5/8"

1' -

4 1/

8"

4' - 10 1/4"

5' - 4 5/8"

1' -

9"2'

- 10

"

2' - 10"

F2 F2 F2

4' -

5 1/

8"3'

- 4

3/8"

5' - 6"

4' -

5 1/

8"4'

- 5

1/8"

4' -

5 1/

8"4'

- 5

1/8"

4' -

5 1/

8"4'

- 5

1/8"

4' - 0"

12' -

10"

F6

F6 F6

9' - 0" 6' -

0"2'

- 3

1/4"

EQ EQ8' - 0"

4' -

3"

12.5

%

4' -

5 1/

8"4'

- 5

1/8"

F2


12' - 2 5/8"

F7 F7

EQ EQ

3AD1.502

8' - 4 1/4"

8' - 4 1/4"

ALIGN PLYWOOD SOFFIT JOINTS WITHADJACENT VERTICAL CLADDING JOINTS TYP





8' -

0"8'

- 0"

6' -

0"

F8 F8 F8 F8 F8F8 F8

1' - 0"3' - 11 1/8"1' - 0"

2' -

6"6'

- 0"

6' -

0"

F1 INTERIOR SUSPENDED DIRECT/INDIRECT LUMINAIREF2 PENDANT MOUNT FLUORESCENT ROUND DOMEF3 PENDANT MOUNT FLUORESCENT ROUND DOMEF4 SURFACE MOUNT FLUORESCENT NARROW STRIPF5 2'x2' RECESSED LED TROFFERF6 2'x4' RECESSED FLUORESCENT TROFFERF7 6" TRAVERSE LED RECESSED DOME LUMINAIREF8 13" DIA. ROUND, FLAT FACE, LED DISC LUMINAIREF9 EXTERIOR WALL MOUNTF10 POLE TOP MOUNT LUMINAIREF11 EXTERIOR WALL MOUNT LINEAR LED SURFACE LIGHTF12 SURFACE MOUNT FLUORSCENT STRIPF13 PULL STRING LIGHTF14 CEILING MOUNTED DIRECTIONAL SPOT LIGHT

LIGHTING FIXTURE LEGENDACT

CEILING MATERIALS LEGEND

GYPSUM BOARD

1" THICK ACOUSTIC PANELS ON 1 1/2"WOOD FURRING @ 16" OC

7 8 9 10

A

B

12.5

%

F12F12

F11

F7 F7 F7 7' - 5 3/4"

7' - 0"

12.5

%

10' - 3 3/4" 10' - 6 1/4" 2' - 5" EQ 7' - 6 3/8" EQ

F7 F7 F7 F7

4' -

6"

EQ 7' - 0" 7' - 0" 7' - 0" EQ


Sheet No:

Project:




A151

REFLECTED CEILINGPLANS

1213


1/8" = 1'-0"

MAIN FLOOR CEILING PLAN2

1/8" = 1'-0"A151

LOFT CEILING PLAN1

*SEE ELECTRCAL FOR FIXTURES

DRAWING NOTES:

1. ALL ELEVATIONS ARE "ABOVE FINISHED FLOOR"2. ALL SLOPE INDICATORS POINT 'DOWN SLOPE'3. RUN LIGHTING CONDUIT ABOVE ACOUSTIC CEILING

PANELS (IN FURRED SPACE) IN CLASSROOM AREAS4. WHERE SUSPENDED LUMINARES AND DUCTWORK /

MECHANICAL PIPING OVERLAP, SUSPEND LIGHTINGBENEATH MECHANICAL ITEMS

5. WERE MECHANICAL PIPING IS EXPOSED @ HIGH LEVEL,RUN DIRECTLY ABOVE MECHANICAL DUCT WORK

6. FOR ADDITIONAL WALL-MOUTED LUMINARES, REFER TOELEVATIONS, SECTIONS, & ELECTRICAL DRAWINGS.

REVISION NOTES:

ALIGN SOFFIT JOINTS TO SUIT EXTERIORWALL CLADDING MODULE

REVISED F8 FIXTURE LOCATIONS

REVISED VALANCE LIGHTING EXTENT,8/A505 OBSOLETE

1

2

3

1

1

11

1

2

3

5 7 8 9 10


T/O PLATE LOW110' - 0"

3A301

1A301

T/O PLATE HIGH116' - 2"

6

A302 A401

1

16' - 1 1/2" 25' - 4" 30' - 7" 18' - 4 1/4" 9' - 4 7/8"

HALL127

VESTIBULE100

TEMPERED GLASS ART DISPLAYSON PLWD WALL SEE 6 & 7/A804


PT1PT1PT2PT2PT1PT3PT3PT3PT1

RA GRILLE TYP(SEE MECH)

VENTED, INSULATED TRUSS SPACE VENTED, INSULATED TRUSS SPACE

D120a D121a D122b D123a

D122aD100a

ALUMINUM STOREFRONTENTRY & GLAZING

FIXED BENCH SEATINGSEE 11/A804

ROLLING DOOR

WALL BASE6" WALL BASE SEE 7/A8046" WALL BASE SEE 7/A804 WALL BASEWALL BASE

6AD1.501

EQ EQEQEQ

2' -

8 1/

2" 4' -

5"

EQ

PT6

ART2 ART1 ART2 ART2 ART2 ART1 ART1 ART1

ART2 ART1 ART2 ART2 ART2 ART1 ART1 ART1

ART2 ART1 ART2

ART2 ART1 ART2

EQ

1 23 5


2A301

4

1A302

HALL127

VESTIBULE116

10' - 6 1/2" 26' - 6 3/4" 16' - 1 1/2" 25' - 4"

Sim

A301 A401

6


PT1PT4PT4PT4PT1PT5PT5PT5 RA GRILLE TYP(SEE MECH)

VENTED, INSULATED TRUSS SPACE

D116a D117a D118a D119a

ALUMINUM STOREFRONTENTRY & GLAZING

STORAGE CUBBIES TYPSEE 1-5/A804

WALL BASE 6" WALL BASE SEE 7/A804

EQ EQEQEQ

PT6 PT6

ART2 ART2 ART2ART2ART2ART2ART1ART1

ART2 ART2 ART2ART2ART2ART2ART1ART1

ABCE



D


3A302

2A505

49' - 6 1/4"

13' - 6 1/2" 9' - 4 1/4" 6' - 7 1/2" 20' - 0"

PRESCHOOL117

PRESCHOOL117b

HALL127

INFANT115

Sim

A301 A401

4

Sim

A301 A401

3

VENTED, INSULATED TRUSS SPACE

D116b

A301 A505

6 4' - 0"

3' - 6"


Sheet No:

Project:




A302

BUILDING SECTIONS

1213


3/16" = 1'-0"A302

SECTION THROUGH CORRIDOR - EAST2

3/16" = 1'-0"A302

SECTION THROUGH CORRIDOR - WEST3

3/16" = 1'-0"A302

SECTION THROUGH RM 1171

REVISION NOTES:

REVISED TEMPERED GLASS ART DISPLAYDETAIL AND MOUNTING LOCATION/HEIGHT

1

11

1


D

ALIGN WITH STEEL STUD FRAMING BEYOND

OFFSET FROM GRID

3"

MIN

8"

1/2"

MIN

MIN

8"

R2

EXTERIOR WALL CLADDING1" AIR SPACE

2" EXTRUDED POLYSTYRENE RIGID INSULATION (R 10)3" GALVANIZED STEEL VERTICAL Z-GIRT FRAMING

SPUN POLYOLEFIN AIR BARRIER MEMBRANE5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHING

2 x 6 WOOD FRAMING (16" OC) WITH 5 1/2" BATT INSULATION (R 24)5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHING

FULLY ADHERED FULLY ADHERED BITUMINOUS MEMBRANE FLASHING2-PLY SBS MODIFIED BITUMEN ROOF MEMBRANE

EXTERIOR WALL CLADDING1" AIR SPACE

2" EXTRUDED POLYSTYRENE RIGID INSULATION (R 10)3" GALVANIZED STEEL VERTICAL Z-GIRT FRAMING

SPUN POLYOLEFIN AIR BARRIER MEMBRANE5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHING

FIBREGLASS BATT INSULATION (R 60)WOOD TRUSS (SEE STRUCTURAL)

LAP & SEAL POLYETHYLENE

AIR BARRIER MEMBRANE OVER FLASHING 4"

FULLY ADHERED FULLY ADHERED BITUMINOUS MEMBRANEFLASHING OVER SLOPED BLOCKING & UP WALL 4"

PREFINISHED METAL FLASHING SLOPED MIN 5% ONCONTINUOUS PT WOOD BLOCKING

INSECT SCREEN


2"

AIR BARRIER MEMBRANE OVER PARAPET FRAMING

1/2" PT PLYWOOD

2"

2"

2-PLY SBS MODIFIED BITUMEN ROOF MEMBRANE5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHING

2 x 6 PT WOOD FRAMING (16" OC) WITH 5 1/2" BATT INSULATION (R 24)5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHING

FIBREGLASS BATT INSULATION (R 60)WOOD TRUSS (SEE STRUCTURAL)

1/2"

SPRAY FOAM INSULATION


INSULATE TO DEPTH OF ATTIC INSULATION

AIR BARRIER MEMBRANE BEHIND METAL PLATE AND INTO OPENING

PREFINISHED METAL CLOSURE PLATE

AIR BARRIER MEMBRANE OVER FLASHING

INSECT SCREEN

PREFINISHED METAL FLASHING

INSULATED DUCT(SEE MECHANICAL)

SEALANT FILLET JOINT


AIR BARRIER MEMBRANE BEHIND METAL PLATE AND INTO OPENING

PREFINISHED METAL CLOSURE PLATE

FULLY ADHERED BITUMINOUS MEMBRANE FLASHING

4" MIN

FULLY ADHERED BITUMINOUSMEMBRANE FLASHING

WOOD FIBRE CANT STRIP 3" X 3"

TYPICAL ROOF CRICKET2-PLY SBS MODIFIED BITUMEN ROOF MEMBRANECOVER BOARDSLOPED INSULATION MIN 5%

LAP BASE SHEET OVER CURB &SEAL ALL JOINTS AND CORNERS TYP


LAP CAP SHEET OVER CURB & SEALALL JOINTS AND CORNERS TYP


E


5 m

m T

YP

CAP SHEET OVER ROOF EDGE, ADHERED TO METAL FLASHING

LAP AIR BARRIER MEMBRANE OVER ROOF EDGE AND SECURE UNDERBLOCKING

CEMENTITIOUS TRIM BOARD SIZED TO SUIT

FULLY ADHERED BITUMINOUS MEMBRANE FLASHING OVER METALFLASHING

PREFINISHED METAL FLASHING OVER CONTINUOUSSLOPED PT WOOD PERIMETER BLOCKING

PREFIN METAL GUTTER

F2

2%

4" 4" 4" 4"

BASE SHEET OVER ROOF EDGE

LAP & SEALPOLYETHYLENE @ PLATE

CUT SLOT IN SIDING AS REQUIRED,PROVIDE 5 mm GAPS ALL SIDES

PAINTED STEEL PIPE RAILING - REFER TO STRUCTURALFOR BASE PLATE AND FASTENER DETAILS

STEEL ANGLE, ALIGN WITH VERITCAL JOINTS INSIDING AS SHOWN ON ELEVATION

(SEE STRUCTURAL)

2mm RUBBER GASKET - MATCH FOOTPRINT OF WALL PLATE

PROVIDE DEIDICATED STUDAT FASTENER LOCATIONS

1 1/2" x 1 1/2" HSS OFFSET TUBING PAINTED

1 1/2" OD STEEL PIPE PAINTED - CAP OPEN ENDS

FASCIA BEYOND

STEEL GUARDRAIL, SHOP PRIMED & PAINTED ON SITE

FULLY ADHERED BITUMINOUS MEMBRANE FLASHING OVER ROOF EDGE

3' -

6"

1' -

2"1'

- 2"

1' -

2"

2"


1/2"

MIN

2"

3/4"

2"

4" 4" 1"

CAP SHEET OVER ROOF MEMBRANE FLASHING, ADHERED TOMETAL FLASHING

FULLY ADHERED BITUMINOUS MEMBRANE FLASHING OVERMETAL FLASHINGPREFINISHED METAL FLASHING W/ 3/4" UPSTAND


1" x 7.25" CEMENTITIOUSTRIM BOARD

VENTED SOFFIT

PLYWOOD SOFFIT SEALED

INSECT SCREEN

VENTED TRUSS SPACE

R2

EXTERIOR WALL CLADDING1" AIR SPACE2" EXTRUDED POLYSTYRENE RIGID INSULATION (R 10)3" GALVANIZED STEEL VERTICAL Z-GIRT FRAMINGSPUN POLYOLEFIN AIR BARRIER MEMBRANE5/8" TYPE-X FIBREGLASS REINFORCED GYPSUMSHEATHINGFIBREGLASS BATT INSULATION (R 60)WOOD TRUSS (SEE STRUCTURAL)

WATER RESISTIVE BARRIER (AIR BARRIER MEMBRANE ) OVER FLASHING 4"

FULLY ADHERED BITUMINOUS MEMBRANE FLASHING OVER SLOPEDBLOCKING & UP WALL 4"


INSECT SCREEN

2-PLY SBS MODIFIED BITUMEN ROOF MEMBRANE5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHING2 x 4 PT WOOD FRAMING (16" OC) WITH 3 1/2" BATT INSULATION5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHINGFIBREGLASS BATT INSULATION (R 60)WOOD TRUSS (SEE STRUCTURAL)

LAP & SEAL POLYETHYLENE

MIN

8"

4



1"

FULL

SID

ING

PIE

CE

5 m

m T

YP

SEALANT

AIR BARRIER MEMBRANE OVER HOOD FLANGE

CONTINUOUS 2" FLANGE AT PERIMETER OF HOOD TYP

SEALANT & BACKER ROD

SEALANT & BACKER ROD

AIR BARRIER MEMBRANE 4" LAP TYP

AIR BARRIER MEMBRANE BEHIND HOOD & INTO OPENING

AIR BARRIER MEMBRANE BEHIND HOOD & INTO OPENING

SEAL POLYETHYLENE @ PLATE

SEAL POLYETHYLENE @ PLATE



EXHAUST VENT PIPE(SEE MECHANICAL)

WHITE PREFINISHED METAL DRYER VENT

COVERED FIBREGLASS BATT DUCT INSULATION


Sheet No:

Project:




A502

SECTION DETAILS

1213


3" = 1'-0"A502

SECTION DETAIL - PARAPET AT SLOPED ROOF4 3" = 1'-0"A502

SECTION DETAIL - FLAT ROOF EDGE3

3" = 1'-0"A502

SECTION DETAIL - WALL/SOFFIT @ FLAT ROOF1

3" = 1'-0"A502

SECTION DETAIL - WALL EXHAUST VENT2

REVISION NOTES:

REVISED MEMBRANE DETAIL

ADDED ADDITIONAL RAIL (3 TOTAL) TOROOF GUARD

1

2

1

1

2

1

E



5 m

m T

YP

CAP SHEET OVER ROOF EDGE, ADHERED TO METAL FLASHING

LAP AIR BARRIER MEMBRANE OVER ROOF EDGE AND SECUREUNDER BLOCKING

CEMENTITIOUS TRIM BOARD SIZED TO SUIT

FULLY ADHERED MEMBRANE FLASHING OVER METAL FLASHING

PREFINISHED METAL FLASHING OVER CONTINUOUSSLOPED PT WOOD PERIMETER BLOCKING

PREFIN METAL GUTTER

2%

4" 4" 4" 4"


LAP & SEALPOLYETHYLENE @ PLATE

1 1/2" OD PAINTED STEEL PIPE STRINGER

PROVIDE DEDICATED STUDAT FASTENER LOCATIONS

CUT SLOT IN SIDING,PROVIDE 5 mm GAPS ALL SIDES TYP


2" x 1/2" STEEL STRAPPING ANCHORS BOLTED TOWALL @ 3' OC W/ 4" WALL PLATE

4" x 2" x 1/2" STEEL WALL PLATE

4" M

IN

3' -

6"

MEMBRANE FLASHING STRIP LAP AIRBARRIER MEMBRANE AND FOUNDATION

DAMPROOFING 4"

PREFINISHED METAL FLASHING SLOPEDMIN 5% ON CONTINUOUS PT WOOD

BLOCKING

AIR BARRIER MEMBRANE OVER FLASHING 4"

FINISHED GRADE

MOLD/STARTER STRIP

EW3

EW3

AIR BARRIER MEMBRANE STRIP LAP 4"

SEAL POLYETHYLENE TO PLATE

SILL GASKET

MIN

8"

1/2"

MIN

CUT SLOT IN SIDING,PROVIDE 5 mm GAPS ALL SIDES TYP


2" x 1/4" STEEL STRAPPING ANCHORS BOLTED TOWALL @ 3' OC W/ 4" WALL PLATE

4" x 2" x 1/4" STEEL WALL PLATE

8' -

0"

1' - 2 3/4"

2%

F2

EW1a

FULLY ADHERED MEMBRANE FLASHING OVER ROOF EDGE

CONTINUOUS NEOPRENE GASKETUNDER BASEPLATE TYP

4" M

IN

1' -

0"3'

- 6"

TYP

1' -

0"

STEEL ACCESS LADDER SHOP PRIMED &PAINTED ON SITE

2' WIDE PERFORATED STEELSTEP, BOLTED TO ANGLE

2" x 2" STEEL ANGLE WELDED TOSTRINGERS

FLAT ROOF EDGE

1" STEEL RUNGS

PAINTED STEEL PLATE GUARD COVER-MIN 1/8" THICK-HINGES @ 3' OC-HAST TO ACCEPT PAD LOCK (LOCK NIC)

FINISHED GRADE

HASP

SAFETY CHAIN


FULLY ADHERED MEMBRANE FLASHING

LAP BASE SHEET OVER CURB & SEALALL JOINTS AND CORNERS TYP

FULLY ADHERED MEMBRANE FLASHING

SKYLIGHT C/W INTEGAL CURB FLASHING


FILL GAP W/ FIBREGLASS BATT INSULATION

8" HIGH MOUNTING CURB FILL 2 x 4 PT WOODFRAMING W/ TYPE 4 XPS RIGID INSULATION

21" +/-

4" MIN

TRUSS CHORD BEYOND

3/4" T&G PLYWOOD ROOFSHEATHING

FOIL FACED FIBREGLASS DUCTINSULATION MIN 2" THICK

LAP & SEAL POLYETHELENEAIR/VAPOUR BARRIER ONTOSKYLIGHT TUBE

LENS & CEILING TRIM RING BY SKYLIGHT MFG

5/8" TYPE-X GYPSUM BOARD

5/8" TYPE-X FIBREGLASS REINFORCEDGYPSUM SHEATHING BOTH SIDES TYP

TYPICAL ROOF CRICKET2-PLY SBS MODIFIED BITUMEN ROOF MEMBRANE

COVER BOARDSLOPED INSULATION MIN 5%


Sheet No:

Project:




A503

SECTION DETAILS

1213


3" = 1'-0"A503

SECTION DETAIL - FLAT ROOF EDGE @ LADDER1 1" = 1'-0"A503

ROOF LADDER DETAIL2

3" = 1'-0"A503

SECTION DETAIL - SKYLIGHT3

REVISION NOTES:

REVISED MEMBRANE DETAIL

PROVIDED ROOF CRICKET DETAIL

1

2

1

2

B



SEALANT AND BACKER ROD BETWEENAIR BARRIER MEMBRANE TO WINDOW

FRAME

SEAL POLYETHYLENE TO AIR BARRIERMEMBRANE

J MOLDING PREFINISHED METAL FLASHINGC/W END DAMS TO EXTEND 1"PAST END OF WINDOW FRAME

INSECT SCREEN

AIR BARRIER MEMBRANEBEHIND FLASHING AND INTOWINDOW OPENING

AIR BARRIER MEMBRANEOVER FLASHING

1/2"

MIN

GAP

MIN

LAP

4"

MIN

LAP

4"

CONTINUOUS EXTERIOR WALL CLADDINGCLOSURE

2" x 2" PT BLOCKING

EXPANSION MATERIAL (SEE STRUCTURAL)

CONTINUE WATER RESISTIVE BARRIER (AIRBARRIER MEMBRANE ) TO TOP OF WALL

SLOPED PT BLOCKING

TILE FINISH UNDER THRESHOLD

FILL UNDER THRESHOLD WITH EXPANDING FOAM

SEALANT AND BACKER ROD

PT BLOCKING

ALUMINUM STOREFRONTFRAMING

A

SEALANT AND BACKER ROD BETWEENMEMBRANE FLASHING AND WINDOW FRAME


PREFINISHED METAL FLASHING

J MOLDING

CARRY MEMBRANE FLASHING OVER PLATE

LAP MEMBRANE FLASHING 4" OVERAIR BARRIER MEMBRANE

FLASHING CLIPS

INTERMITTANT PT SHIMS BEHIDWINDOW FLANGE

SLOPED SUB-SILL FRAMING

LAP POLYETHYLENE AND SEAL TO MEMBRANEFLASHING

MIN

LAP

4"

1/2"

SEALANT AND BACKER ROD BETWEENAIR BARRIER MEMBRANE TO WINDOW

FRAME

SEAL POLYETHYLENE TO AIR BARRIERMEMBRANE

J MOLDING

PREFINISHED METAL FLASHINGC/W END DAMS TO EXTEND 1"PAST END OF WINDOW FRAME

INSECT SCREEN

AIR BARRIER MEMBRANEBEHIND FLASHING AND INTOWINDOW OPENING

AIR BARRIER MEMBRANE OVERFLASHING

1/2"

MIN

GAP

MIN

LAP

4"

MIN

LAP

4"

CONTINUOUS EXTERIOR WALL CLADDINGCLOSURE

2" x 2" PT BLOCKING

SOLID SURFACE SILL

SEALANT TRIPLE GLAZED FIBREGLASSWINDOW

T.O. STAGE SUBFLOOR103' - 4 1/2"

WESTERN RED CEDAR CLEARSEALED 2x10 FASCIA

2x10 RIM JOIST(SEE STRUCTURAL)

2x10 JOISTS(SEE STRUCTURAL)

3 5/8" STL STUD FRAMING

WESTERN RED CEDAR CLEARSEALED 2x6 FASCIA

2' -

0"1'

- 0"

1' -

2 3/

4"1

3/4"

SOLID WOOD DOORFRAME AND CASING

CONNECT 2x4 VERTICAL MEMBERSTO SOLID WOOD

3/16" x 1 1/4" STL BAND CLEAR SEALEDBEHIND 2x4 VERTICAL MEMBERS

F22x4 WESTERN RED CEDAR VERTICAL

MEMBERS CLEAR SEALED

1 3/4" RADIUS TYP

3/4" x 3/4" QUARTER ROUND BIRCHBASE MOLD CLEAR SEALED

A504 A504

11

2"

LOFT T/O SUBFLOOR108' - 5 1/4"

1/2" GAP TYP

BULKHEAD FRAMING

BLOCKING AS REQUIRED

PROVIDE BLOCKING IN WALL

3/16" x 1 1/4" STL BAND CLEAR SEALEDBEHIND 2x4 VERTICAL MEMBERS

CONNECT 2x4 VERTICAL MEMBERS TOSTUD BULKHEAD & PROVIDE BLOCKING

CONNECT 2x4 VERTICAL MEMBERS TO SOLID WOOD

1' -

3 1/

8"

4 3/

4"11

1/4

"2'

- 2"

3/4" S4S SOLID WOOD BIRCH CLADDING TYP

SOLID BLOCKING

F2

2x4 WESTERN RED CEDAR VERTICALMEMBERS CLEAR SEALED

3/4" x 3/4" QUARTER ROUND BIRCHBASE MOLD CLEAR SEALED

A504 A504

10

A504 A504

6

A504 A504

7

2x4 WESTERN REDCEDAR CLEAR SEALED

LOFT FLOOR/GUARDASSEMBLY (SEE 7/A503)

4 3/

4"3

1/2"

4"

3/4" G2S BIRCH VENEER PLWD C/WSLOPED PROFILE GABLE AT BOTH ENDS

1' - 0"

0' - 1 5/8"

A


MEMBRANE FLASHING STRIP LAP AIRBARRIER MEMBRANE AND FOUNDATIONDAMPROOFING 4"

PREFINISHED METAL FLASHING SLOPEDMIN 5% ON CONTINUOUS PT WOODBLOCKING

AIR BARRIER MEMBRANE OVERFLASHING 4"

FINISHED GRADE

MOLD/STARTER STRIP

EW3

EW3

EW1a

MOLD/STARTER STRIP

2.0%

AIR BARRIER MEMBRANE STRIP LAP 4"

SEAL POLYETHYLENE TO PLATE

SILL GASKET

6" M

IN

MIN

8"

1/2"

MIN

3/16" x 1 1/4" STL BAND CLEAR SEALED

COUNTERSUNK FLAT-HEAD LAG SCREW

WESTERN RED CEDAR PLUG TOMATCH VERTICAL MEMBER

ROUND HEAD LAG SCREW INTO SOLIDWOOD OR PROVIDE SOLID BLOCKING IN

STUD WALLS/WHERE REQUIRED

CONT WOOD BLOCKING

PREDRILL HOLE AND PLUG

1 3/4" RADIUS TYP

1' -

0 1/

4"

3' - 1"

3/4" G2S BIRCH VENEER PLWD C/WSLOPED PROFILE GABLE AT BOTH ENDS

6"5

1/2"


ROUND HEAD LAG SCREW INTOSOLID WOOD

GLULAM BEAM(SEE STRUCTURAL)


1 3/4" RADIUS TYP 1 3/

4"

6"


ROUND HEAD LAG SCREW INTOSOLID WOOD

WESTERN RED CEDAR FASCIA


1 3/

4"

5 1/

2"


Sheet No:

Project:




A504

SECTION DETAILS

1213


3" = 1'-0"A504

SECTION DETAIL - EXTERIOR DOOR1

3" = 1'-0"A504

SECTION DETAIL - WINDOW HEAD/SILL2

1" = 1'-0"A504

SECTION DETAIL - STAGE GUARD4 1" = 1'-0"A504

SECTION DETAIL - LOFT GUARD BASE/HEAD5 1" = 1'-0"A504

SECTION DETAIL - PUPPET THEATRE8

3" = 1'-0"A504

SECTION DETAIL - BASE OF WALL / FOUNDATION3

3" = 1'-0"A504

GUARD ATTACH TO STL BAND7

3" = 1'-0"A504

GUARD ATTACH TO WALL/BULKHEAD6

1" = 1'-0"A504

PLAN DETAIL LOFT GUARD9

3" = 1'-0"A504

GUARD ATTACH @ LOFT10 3" = 1'-0"A504

GUARD ATTACH @ STAGE11

REVISION NOTES:

REVISED GUARD ATTACHMENT DETAIL1

1 1

1

1

COVED BINYL WALL BASE

5/8" GWB, TYP.

CERAMIC WALL TILE

CONTINUOUS BRUSHEDALUM. PROFILE STRIP

6" T

YP.

R = 3/4" TYP

5/8" GWB TYP

3/4" X 11" PAINTEDMDF WALL BASE

PAINTED 3/4" x 3/4" ROUNDBIRCH BASE MOLD

PAINTED S4S3/4" x 5/8" BIRCHTRIM

VSG FLOORING ON CONCSUBSTRATE

3/8"

AFF

1' -

0"


Sheet No:

Project:




A901

ROOM SCHEDULE

1213


ROOM FINISH SCHEDULE

LEVELROOM

NUMBER ROOM NAMESQ.

FOOTAGE OCCNORTHWALL FINISH

EASTWALL FINISH

SOUTHWALL FINISH

WESTWALL FINISH FLOOR

WALLBASE CEILING

CEILINGHT. FINISH Comments

SITE PLAN 100 VESTIBULE 190 SF GWB PT1 GWB PT2 GWB PT1 GWB PT1 QUARRYTILE

WOOD GWB VARIES PT6

SITE PLAN 101 DIRECTOR 231 SF GWB PT6 GWB PT1 GWB PT6 GWB PT1 VS WOOD ACT 9' 0" -SITE PLAN 102 PRINT & SUPPLY 83 SF GWB PT6 GWB PT1 GWB PT6 GWB PT1 VS WOOD ACT 9' 0" -SITE PLAN 103 RESOURCES 158 SF GWB PT6 GWB PT1 GWB PT6 GWB PT1 VS WOOD ACT 9' 0" -SITE PLAN 104 STAFF 187 SF GWB PT6 GWB PT1 GWB PT6 GWB PT1 VS WOOD ACT 9' 0" -SITE PLAN 105 STAFF WC 44 SF GWB PT1 GWB PT1 GWB PT1 GWB PT1 VS VINYL

COVEACT 9' 0" - 4"x4" WALL TILE TO 5'-0" AFF

SITE PLAN 106 JANITOR 32 SF GWB PT1 GWB PT1 GWB PT1 GWB PT1 VS VINYLCOVE

GWB 9' 0" PT6 G1S PLWD TO 6'-6" AFF ONNORTH WALL

SITE PLAN 107 MC WC 30 SF GWB PT1 GWB PT1 GWB PT1 GWB PT1 VS VINYLCOVE

ACT 9' 0" - 4"x4" WALL TILE TO 5'-0" AFF

SITE PLAN 108 FC WC 35 SF GWB PT1 GWB PT1 GWB PT1 GWB PT1 VS VINYLCOVE


SITE PLAN 109 FAMILY WC 92 SF GWB PT1 GWB PT1 GWB PT1 GWB PT1 VS VINYLCOVE


SITE PLAN 110 CUBBIES 107 SF - - GWB PT2 GWB PT2 GWB PT2 VS WOOD GWB VARIES PT6SITE PLAN 111 MECH 176 SF GWB PT1 GWB PT1 GWB PT1 GWB PT1 CONC RB GWB VARIES PT6SITE PLAN 111a STORAGE 68 SF GWB PT1 GWB PT1 GWB PT1 GWB PT1 CONC RB GWB VARIES PT6SITE PLAN 112 LAUNDRY 79 SF GWB PT6 GWB PT1 GWB PT6 GWB PT1 VS VINYL

COVEGWB VARIES PT6

SITE PLAN 113 STORAGE 91 SF GWB PT1 GWB PT1 GWB PT1 GWB PT1 CONC RB GWB VARIES PT6SITE PLAN 114 INFANT SLEEPING 209 SF GWB PT6 GWB PT1 GWB PT6 GWB PT1 VS WOOD ACT 9' 0" -SITE PLAN 115 INFANT 340 SF 10 GWB PT6 - - GWB PT6 GWB PT1 VS WOOD ACT 9' 0" -SITE PLAN 115a INFANT 57 SF GWB PT6 GWB PT1 GWB PT6 - - VS WOOD ACT 9' 0" -SITE PLAN 115b W/C 25 SF GWB PT1 GWB PT1 GWB PT1 GWB PT1 VS VINYL

COVEACT 9' 0" -

SITE PLAN 116 VESTIBULE 89 SF GWB PT1 GWB PT1 GWB PT1 GWB PT2 QUARRYTILE

WOOD GWB VARIES PT6

SITE PLAN 117 PRESCHOOL 432 SF 16 GWB PT1 GWB PT1 GWB PT5 GWB PT1 VS WOOD AP VARIES -SITE PLAN 117a PRESCHOOL 45 SF GWB PT5 GWB PT1 GWB PT5 GWB PT5 VS WOOD ACT 9' 0" -SITE PLAN 117b PRESCHOOL 182 SF GWB PT5 GWB PT5 GWB PT5 GWB PT5 VS VINYL

COVEACT 9' 0" -

SITE PLAN 118 TODDLER 292 SF 10 GWB PT1 GWB PT1 GWB PT4 GWB PT1 VS WOOD AP VARIES -SITE PLAN 118a TODDLER 46 SF GWB PT4 - - GWB PT4 GWB PT4 VS WOOD ACT 9' 0" -SITE PLAN 118b TODDLER 80 SF GWB PT4 GWB PT4 GWB PT4 GWB PT4 VS VINYL

COVEACT 9' 0" -

SITE PLAN 119 PRESCHOOL 458 SF 16 GWB PT1 GWB PT1 GWB PT4 GWB PT1 VS WOOD AP VARIES -SITE PLAN 119a PRESCHOOL 49 SF GWB PT4 GWB PT4 GWB PT4 - - VS WOOD ACT 9' 0" -SITE PLAN 119b PRESCHOOL 160 SF GWB PT4 GWB PT4 GWB PT4 GWB PT4 VS VINYL

COVEACT 9' 0" -

SITE PLAN 120 TODDLER 203 SF 10 GWB PT1 GWB PT1 GWB PT3 GWB PT1 VS WOOD AP VARIES -SITE PLAN 120a TODDLER 46 SF GWB PT3 - - GWB PT3 GWB PT3 VS WOOD ACT 9' 0" -SITE PLAN 120b TODDLER 79 SF GWB PT3 GWB PT3 GWB PT3 GWB PT3 VS VINYL

COVEACT 9' 0" -

SITE PLAN 121 PRESCHOOL 327 SF 16 GWB PT1 GWB PT1 GWB PT3 GWB PT1 VS WOOD AP VARIES -SITE PLAN 121a PRESCHOOL 49 SF GWB PT3 GWB PT3 GWB PT3 - - VS WOOD ACT 9' 0" -SITE PLAN 121b PRESCHOOL 166 SF GWB PT3 GWB PT3 GWB PT3 GWB PT3 VS VINYL

COVEACT 9' 0" -

SITE PLAN 122 SCHOOL AGE 808 SF 30 GWB PT1 GWB PT2 GWB PT2 GWB PT1 VS WOOD AP VARIES - PLWD TO 4' 4" AFF ASINDICATED, STAINED

SITE PLAN 122a STORAGE 25 SF GWB PT1 GWB PT1 GWB PT1 GWB PT1 VS VINYLCOVE

GWB 9' 0" PT6

SITE PLAN 123 SERVERY 221 SF GWB PT1 GWB PT1 GWB PT1 GWB PT2 VS VINYLCOVE

ACT 9' 0" -

SITE PLAN 123a SERVERY 85 SF GWB PT1 GWB PT1 GWB PT1 GWB PT2 VS VINYLCOVE

ACT 9' 0" -

SITE PLAN 124 PANTRY 56 SF GWB PT1 GWB PT1 GWB PT1 GWB PT1 VS VINYLCOVE

GWB 9' 0" PT6

SITE PLAN 127 HALL 1067 SF GWB VARIES GWB PT1 GWB VARIES GWB PT1 VS WOOD GWB VARIES PT6T/O PLATELOW

222 LOFT 262 SF GWB PT1 GWB PT2 WDGUARD

CLEAR GWB PT1 VS WOOD PLWD VARIES STAIN

T/O PLATELOW

222a LOFT STOR 86 SF GWB PT1 GWB PT1 GWB PT1 GWB PT1 VS VINYLCOVE

GWB VARIES PT6

1 1/2" = 1'-0"A901

SECTION DETAIL - VINYL WALL BASE1

1 1/2" = 1'-0"A901

SECTION DETAIL - TYPICAL WALL BASE DETAIL2

REVISION NOTES:

UPDATED ROOF FINISH SCHEDULE TOREFLECT NEW PAINT COLOURS

1

1

FIN. FLOOR LINE

FIN. FLOOR LINE

VAR

IES

2' -

0"

2' - 0"

VAR

IES

A

B

VAR

IES

(INTERIOR)

WT1 WT2 WT3a WT4 WT5

WT6 WT7 WT8

(SKYLIGHT)

BY MANUFACTURER

21" +/-

ROOF MOUNTED

A

1' - 8"

1' -

8"

A

B

C

D

E

5' - 10 7/8"

1' - 6 7/8"

6' -

0 1/

4"

EQEQ

EQ

1' -

9 1/

2"3'

- 8

5/8"

3' - 8"

5' - 10 7/8"

3' - 6 7/8" 1' - 8"

2' -

8"

3' -

0"

5' - 10 7/8"

4' -

0"

1' -

9"1'

- 9"

3' - 6"

A C

B

4' -

0 1/

4"

1' - 8 7/8"

BA

5' - 10 7/8"

3' - 6 7/8" 1' - 8"

1' -

7 7/

8"

1' -

11 7

/8"

12' -

6 7

/8"

2" T

YP.

2" T

YP.

2" T

YP.

2" T

YP.

A

3' - 0"

2' - 8"

4' -

0"

3' -

8"

2" T

YP.

4' -

0 1/

4"

A

B

C

D

EQEQ

EQEQ

8' - 0 3/8"

5' - 10 7/8"

5' - 6 7/8"

VAR

IES

7.13°

WT3b

BA

5' - 10 7/8"

3' - 6 7/8" 1' - 8"

1' -

7 7/

8"

1' -

11 7

/8"

12' -

6 7

/8"

2" T

YP.


Sheet No:

Project:




A903

WINDOW SCHEDULE

1213


WINDOW SCHEDULE

MARKROOM

NUMBER ROOM NAMETYPEMARK HEIGHT WIDTH

SILLHEIGHT MATERIAL FINISH

W1 122 SCHOOL AGE WT2 6' - 0 1/4" 5' - 10 7/8" 1' - 0 1/8" FIBREGLASS PRE-FINW2 200 LOFT WT3a 1' - 11 7/8" 5' - 10 7/8" 4' - 1 5/8" FIBREGLASS PRE-FINW3 120 TODDLER WT2 6' - 0 1/4" 5' - 10 7/8" 1' - 0 1/8" FIBREGLASS PRE-FINW4 120 TODDLER WT3a 1' - 11 7/8" 5' - 10 7/8" 4' - 1 5/8" FIBREGLASS PRE-FINW5 122 SCHOOL AGE WT2 6' - 0 1/4" 5' - 10 7/8" 4' - 0 1/4" FIBREGLASS PRE-FINW6 120 TODDLER WT3b 1' - 11 7/8" 5' - 10 7/8" 4' - 1 5/8" FIBREGLASS PRE-FINW7 122 SCHOOL AGE WT2 6' - 0 1/4" 5' - 10 7/8" 4' - 0 1/4" FIBREGLASS PRE-FINW8 121 PRESCHOOL WT3b 1' - 11 7/8" 5' - 10 7/8" 4' - 1 5/8" FIBREGLASS PRE-FINW9 120 TODDLER WT2 6' - 0 1/4" 5' - 10 7/8" 4' - 0 1/4" FIBREGLASS PRE-FINW10 120 TODDLER WT3b 1' - 11 7/8" 5' - 10 7/8" 4' - 1 5/8" FIBREGLASS PRE-FINW11 119 PRESCHOOL WT2 6' - 0 1/4" 5' - 10 7/8" 4' - 0 1/4" FIBREGLASS PRE-FINW12 121 PRESCHOOL WT3b 1' - 11 7/8" 5' - 10 7/8" 4' - 1 5/8" FIBREGLASS PRE-FINW13 120 TODDLER WT2 6' - 0 1/4" 5' - 10 7/8" 4' - 0 1/4" FIBREGLASS PRE-FINW14 120 TODDLER WT3b 1' - 11 7/8" 5' - 10 7/8" 4' - 1 5/8" FIBREGLASS PRE-FINW15 118 TODDLER WT2 6' - 0 1/4" 5' - 10 7/8" 1' - 0 1/8" FIBREGLASS PRE-FINW16 200 LOFT WT3b 1' - 11 7/8" 5' - 10 7/8" 4' - 1 5/8" FIBREGLASS PRE-FINW17 117 PRESCHOOL WT2 6' - 0 1/4" 5' - 10 7/8" 1' - 0 1/8" FIBREGLASS PRE-FINW18 117 PRESCHOOL WT3b 1' - 11 7/8" 5' - 10 7/8" 4' - 1 5/8" FIBREGLASS PRE-FINW19 120 TODDLER WT2 6' - 0 1/4" 5' - 10 7/8" 1' - 0 1/8" FIBREGLASS PRE-FINW20 117 PRESCHOOL WT3b 1' - 11 7/8" 5' - 10 7/8" 12' - 6 7/8" FIBREGLASS PRE-FINW21 116 WEST VESTIBULE WT6 8' - 0 3/8" 5' - 10 7/8" 1' - 1 3/8" FIBREGLASS PRE-FINW22 115 INFANT WT2 6' - 0 1/4" 5' - 10 7/8" 2' - 0 1/8" FIBREGLASS PRE-FINW23 115 INFANT WT2 6' - 0 1/4" 5' - 10 7/8" 2' - 0 1/8" FIBREGLASS PRE-FINW24 100 EAST VESTIBULE WT5 3' - 0" 5' - 10 7/8" 5' - 0 3/8" FIBREGLASS PRE-FINW25 127 HALL WT1 4' - 0" 3' - 0" 4' - 0 1/4" FIBREGLASS PRE-FINW26 104 STAFF WT4 4' - 0" 5' - 10 7/8" 4' - 0 1/4" FIBREGLASS PRE-FINW27 103 RESOURCE WT4 4' - 0" 5' - 10 7/8" 4' - 0 1/4" FIBREGLASS PRE-FINW28 101 DIRECTOR WT4 4' - 0" 5' - 10 7/8" 4' - 0 1/4" FIBREGLASS PRE-FINW29 101 DIRECTOR WT4 4' - 0" 5' - 10 7/8" 4' - 0 1/4" FIBREGLASS PRE-FINW30 100 EAST VESTIBULE WT6 8' - 0 3/8" 5' - 10 7/8" 1' - 9" FIBREGLASS PRE-FINW31 100 EAST VESTIBULE WT5 3' - 0" 5' - 10 7/8" 4' - 0 3/8" FIBREGLASS PRE-FINW32 101 DIRECTOR WT2 4' - 0" 6' - 0" 1' - 2" FIBREGLASS PRE-FINW33 121 PRESCHOOL WT7 2' - 0" 2' - 0" 3' - 10 1/2" FIBREGLASS PRE-FINW34 120 TODDLER WT7 2' - 0" 2' - 0" 3' - 9" FIBREGLASS PRE-FINW35 119 PRESCHOOL WT7 2' - 0" 2' - 0" 3' - 9" FIBREGLASS PRE-FINW36 118 TODDLER WT7 2' - 0" 2' - 0" 1' - 2" FIBREGLASS PRE-FINW37 127 HALL WT8 0' - 11" 1' - 9" SEE SPEC PRE-FINW38 127 HALL WT8 0' - 11" 1' - 9" SEE SPEC PRE-FINW39 127 HALL WT8 0' - 11" 1' - 9" SEE SPEC PRE-FIN 1/4" = 1'-0"A903

WINDOW TYPES1

1' - 9" +/-1' - 9" +/-1' - 9" +/-

SEE SPECSEE SPECSEE SPEC

REVISION NOTES:

REVISED WINDOW SIZES TO SUITEXTERIOR CLADDING MODULE

1


LAP BASE SHEET OVER CURB & SEALALL JOINTS AND CORNERS TYP


EXHAUST FAN(SEE MECHANICAL)

WOOD FIBRE CAN STRIP 3" X 3"

TRUSS CHORD BEYOND

3/4" T&G PLYWOOD ROOF SHEATHING

VENTED CURB EXTENSION(SEE MECHANICAL)


8" HIGH MOUNTING CURB FILL 2 x 4 PT WOODFRAMING W/ TYPE 4 XPS RIGID INSULATION

5/8" TYPE-X FIBREGLASS REINFORCEDGYPSUM SHEATHING BOTH SIDES TYP

PREFINISHED METAL FLASHING TYP

CLOSURE PANEL BY MANUFACTURER

TRUSS CHORD BEYOND

FIREWRAP INSULATED DUCT(SEE MECHANICAL)

J MOLDING TYP

SEALANT TYP

4" MIN

8" M

IN

SEAL POLYETHYLENE TO DUCT TYP

TYPICAL ROOF CRICKET2-PLY SBS MODIFIED BITUMEN ROOF MEMBRANECOVER BOARDSLOPED INSULATION MIN 5%

R1

DUCT (SEE MECHANICAL)


AHU - 1(SEE MECHANICAL)

AD1.501 AD1.501

3

AD1.501 AD1.501

5

AD1.501 AD1.501

4

3' -

6"

R2

2-PLY SBS MODIFIED BITUMEN ROOF MEMBRANE3/4" T&G PLYWOOD ROOF SHEATHING

EXTRUDED POLYSTYRENE RIGID INSULATION (R 60)WOOD I-JOISTS (SEE STRUCTURAL)

6 MIL POLYETHYLENE VAPOUR BARRIER5/8" TYPE-X GYPSUM BOARD

INSULATED MECHANICAL DUCT C/W ALUMINUMJACKET SLOPED AWAY FROM PENETRATION(SEE MECHANICAL)

2 LAYERS OF 2 x 8 PT WOODJOIST (24" OC) FRAMING BEYOND

CRICKET (SEE AD1.101)

5

E

D

4

CRICKET 5% SLOPE AWAY CRICKET 5% SLOPE AWAY2AD1.501

AHU - 1(SEE MECHANICAL)

HRV - 1(SEE MECHANICAL)

STEEL ACCESSLADDER C/WLOCKABLE COVER

PREFIN METALFLASHING

PREFIN METAL EAVESTROUGH STEEL PIPE SAFETY RAILINGSTEEL PIPE SAFETY RAILING

4A502

3A502

1A503

1A502

2% 2% 2%

INSECT SCREEN

EXTERIOR WALL CLADDING7/8" AIR SPACE

7/8" GALVANIZED FURRING CHANNEL (24" OC)2-PLY SBS MODIFIED BITUMEN ROOF MEMBRANE

5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHING2 x 6 PT WOOD FRAMING (16" OC) WITH 5 1/2" BATT INSULATION (R 24)

5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHING2-PLY SBS MODIFIED BITUMEN ROOF MEMBRANE



3' -

6"

7 7/

8"

4"





4"

4"


2" T

YP

2 LAYERS OF 2 x 8 PTWOOD JOISTS (24" OC)

JOIST FRAMING TO BE OUTBOARD OFROOF MEMBRANE, PROVIDECONTINOUOUS SEALANT BEADBEHIND JOIST AND HANGER TYP

PREFINISHED METAL COPINGFLASHING

FLASHING CLIPS

CONTINUOUS NEOPRENE GASKETUNDER FRAME TYP

WELDED ANGLE FRAME - SUPPLIEDWITH MECHANICAL UNIT

8"2%

2-PLY SBS MODIFIED BITUMEN ROOF MEMBRANE5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHING2 x 6 PT WOOD FRAMING (16" OC) WITH 5 1/2" BATT INSULATION (R 24)5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHING2-PLY SBS MODIFIED BITUMEN ROOF MEMBRANE



3' -

6"

8"

4"





4"


2" T

YP

2 LAYERS OF 2 x 8 PTWOOD JOISTS (24" OC)

JOIST FRAMING TO BE OUTBOARD OFROOF MEMBRANE, PROVIDE

CONTINOUOUS SEALANT BEADBEHIND JOIST AND HANGER TYP

PREFINISHED METAL COPINGFLASHING

CONTINUOUS NEOPRENE GASKETUNDER FRAME TYP

WELDED ANGLE FRAME - SUPPLIEDWITH MECHANICAL UNIT

8"

ALUMINUM DUCT PENETRATION FLASHING - 2" x 2" ON 4 SIDES

CONTINUOUS SEALANT & BACKER ROD TYP

INSULATED MEHCNICAL DUCT C/W ALUMINUM JACKETSLOPED AWAY FROM PENETRATION(SEE MECHANICAL)

ROOF MEMBRANCE BASE & CAP SHEET OVER AND ADHEREDTO DUCT PENETRATION FLASHING

ROOF MEMBRANE CAP & BASE SHEET BELIND DUCTPENETRATION PLASHING & INTO OPENING

CONTINUOUS SEALANT BEHIND DUCTPENETRATION FLASHING

CRICKET(SEE AD1.101)


2"



ROOF MEMBRANE BASE & CAP SHEETOVER WOOD FRAMING

2-PLY SBS MODIFIED BITUMEN ROOF MEMBRANE5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHING

2 x 2 PT WOOD FRAMING (16" OC) W/ TYPE 4 XPS RIGID INSULATION5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHING

2-PLY SBS MODIFIED BITUMEN ROOF MEMBRANE

PREFINISHED METAL FLASHINGSECURED TO MECHANICAL DUCT

CONTINUOUS CAULK FLASHING TOMECHANICAL DUCT

45 MIN FRR FIRE CAULK"

SEAL POLYETHELENE VAPOUR BARRIERTO DUCT W/ CONTINUOUS CAULK

2-PLY SBS MODIFIED BITUMEN ROOF MEMBRANE3/4" T&G PLYWOOD ROOF SHEATHING

EXTRUDED POLYSTYRENE RIGID INSULATION (R 60)WOOD I-JOISTS (SEE STRUCTURAL)

6 MIL POLYETHYLENE VAPOUR BARRIER5/8" TYPE-X GYPSUM BOARD

INSULATED MECHANICAL DUCTC/W ALUMINUM JACKET


Sheet No:

Project:


# Issue/Revision Date1 ADDENDUM 1 JULY 25 2013

AD1.501

SECTION & PLANDETAILS

1213


3" = 1'-0"AD1.501

ROOF EXHAUST VENT @ SERVERY6

3/4" = 1'-0"AD1.501

MECHANICAL UNIT SUPPORT2 1/4" = 1'-0"AD1.501

MECHANICAL ROOF DETAIL PLAN1

3" = 1'-0"AD1.501

MECHANICAL UNIT UPSTAND3

3" = 1'-0"AD1.501

MECH UNIT UPSTAND & DUCT PENETRATION4 3" = 1'-0"AD1.501

DUCT ROOF PENETRATION5

UP

DNDN DN

5 7 8 9 10

A

B

C

E

D

6

DIRECTOR101

PRINT & SUPPLY102

RESOURCES103

STAFF104

STAFF WC105

JANITOR106

MC WC107

FC WC108

FAMILY WC109

CUBBIES110

STORAGE111a

MECH111

HALL127

VESTIBULE100

SERVERY123a

SERVERY123

PANTRY124

STORAGE122a

SCHOOL AGE122

PRESCHOOL121

TODDLER120

PRESCHOOL121a

PRESCHOOL121b

TODDLER120b

TODDLER120a

PT1

PT1

PT6PT2

PT2

PT2PT2

PT1

PT1 ABOVE CUBBY ENCLOSURE

PT6 CUBBY ENCLOSURE

PT1

PT1

PT1

PT1

PT1

PT1

PT1

PT5

PT5

PT1 PT1 PT1 PT1

PT6

PT1 PT1

PT6 PT6

PT1PT1

PT6 PT6

PT1

PT6

PT1PT1

PT6

PT6

PT1

PT1

PT1

PT2

PT1

PT1

PT1

PT1 PT1

PT1

PT6 ON BENCH WALL TYP

PT1

PT1

PT1

PT1

PT1

PT2

PT1

PT1PT2

PT2

PT2PT2

PT2

PT2

PT2

PT1

PT1

PT1

PT3 PT3

PT3

PT3PT3

PT3

PT3

PT3

PT3

PT3

PT3

PT3 PT3

PT3

PT3

PT1WALL PAINT LEGEND

COTTON BALLS

PT2 FERNWOOD GREEN

PT3 BLUE PEARL

PT4 MAID OF THE MIST

PT5 LIMESICKLE

PT6 MINCED ONION


Sheet No:

Project:



AD1.951

MAIN FLOOR PLANEAST - PAINTING

1213


1/4" = 1'-0"AD1.951

MAIN FLOOR PLAN EAST - PAINTING1

DNDN

1 2 3 5

A

B

C

E

D

4

PRESCHOOL117

TODDLER118

PRESCHOOL119

PRESCHOOL119a

PRESCHOOL119b

TODDLER118b

TODDLER118a

PRESCHOOL117a

PRESCHOOL117b

VESTIBULE116

HALL127

MECH111

LAUNDRY112

STORAGE113INFANT SLEEPING

114INFANT

115aINFANT115

PT1

PT1

PT6

PT6

PT1

PT1

PT1

PT1

PT6

PT6

PT1

PT1

PT6

PT6

PT1

PT1 PT1

PT1

PT1

PT6

PT6

PT1

PT1PT2

PT1

PT1

PT1

PT1PT1

PT1 PT1PT1

PT5 PT5

PT4 PT4

PT5

PT5

PT5

PT5

PT5

PT5

PT1

PT1

PT4

PT4

PT4

PT4 PT4

PT4

PT4

PT4

PT4

PT4PT1

PT4

PT1

PT4

PT5 ABOVE CUBBY ENCLOSURE

PT6 CUBBY ENCLOSURE

PT6 CUBBY ENCLOSURE

PT1 ABOVE CUBBY ENCLOSUREPT6 BENCH WALL TYP

PT1

PT6 CUBBY ENCLOSURE PT1 ABOVE CUBBY ENCLOSURE

PT1WALL PAINT LEGEND

COTTON BALLS

PT2 FERNWOOD GREEN

PT3 BLUE PEARL

PT4 MAID OF THE MIST

PT5 LIMESICKLE

PT6 MINCED ONION


Sheet No:

Project:



AD1.952

MAIN FLOOR PLANWEST - PAINTING

1213


1/4" = 1'-0"AD1.952

MAIN FLOOR PLAN WEST - PAINTING1

A


2 x 3 PT BLOCKING

INSECT SCREEN

PLYWOOD SOFFIT SEALED ON 2 x 3 WOOD FURRING (16" OC)

EXTERIOR WALL CLADDING3" AIR SPACE3" GALVANIZED STEEL VERTICAL Z-GIRT FRAMING (24" OC)SPUN POLYOLEFIN AIR BARRIER MEMBRANE5/8" TYPE-X FIBREGLASS REINFORCED GYPSUM SHEATHINGWOOD TRUSS (SEE STRUCTURAL)

UNINSULATED VENTEDTRUSS SPACE

INSECT SCREEN


1" x 7.25" CEMENTITIOUS TRIM BOARD

PREFIN METAL FLASHING W/ 3/4" UPSTAND

CAP SHEET OVER MEMBRANE FLASHING,ADHERED TO METAL FLASHING

PLYWOOD SOFFIT SEALED

VENTED SOFFIT

CLE

AR V

ENTI

NG

MIN4"

MIN4"

AIR BARRIER MEMBRANE OVER FLASHING

AIR BARRIER MEMBRANE BEHIND FLASHING

CLEAR VENTING2"

1 1/

2"

FULLY ADHERED BITUMINOUS MEMBRANEFLASHING OVER METAL FLASHING

1"4"4"

FULLY ADHERED BITUMINOUS MEMBRANEUNDERLAY OVER ROOF EDGE EXTENDING 3'

ALONG ROOF SURFACE

PREFIN METAL FLASHING

PROVIDE CONTINUOUS PERIMETER SUPPORT

GLULAM BEAM (SEE STRUCTURAL)

1/2"

2

A

EW1a

EW1

5 m

m T

YP

LAP AIR BARRIER MEMBRANE 4"

SEAL & LAP POLYETHYLENE TO COLUMN

GLULAM COLUMN (SEE STRUCTURAL)

S1 SHIM AS REQUIRED

D

A301 A505

6

DUCT (SEE MECHANICAL)

PAINTED METAL COWL TYP

POLYETHYLENEVAPOUR BARRIER

Sheet No:# Issue/Revision DateDrawing Title:ProjectNumber:

Project:

11213 AD1.502ADDENDUM 1 JULY 252013

NANABIJOU CHILDCARECENTRE

SECTION & PLANDETAILS

1" = 1'-0"AD1.502

SECTION DETAIL - SOFFIT @ ENTRANCE/ EXIT NORTH - AD11 1 1/2" = 1'-0"AD1.502

PLAN DETAIL - OUTSIDE CORNER - AD12

1" = 1'-0"AD1.502

SECTION DETAIL - BULKHEAD @ CUBBY AREA3


LOFT T/O SUBFLOOR108' - 5 1/4"

HOOKS (30 TOTAL)

TYP

10"

3' -

6"

SL1 SL2

4' -

4"

5/8" G1S PLYWOOD CLEAR SEALED

2' -

6"2'

- 6"

2' -

0"

7' -

0"

5' - 4 7/8" 1' - 6" 1' - 6"

2' - 8 3/8" 2' - 8 1/2"

6A802

7A803

MCP2 MCP1 MCP2 MCP1 MCP2 MCP1

MCP1MCP2

PAPER TOWEL DISPENSER

MAGBOARD

SEE 13/A804

D122c

ART SINK SBO

A301 A804

12

5' -

0"2'

- 0"

2 3/8" 3' - 4"

2x4 WESTERN RED CEDAR VERTICALMEMBERS CLEAR SEALED TYP

PAINTED SPIRAL DUCTWORK TYP

1' - 3 3/8"

3/4" x 3/4" QUARTER RND BIRCH BASE MOLD CLEAR SEALED

SCONCE TYP

3/4" x 3/4" QUARTER RND BASEMOLD CLEAR SEALED

STAFF LOCKERS TYPWALL BASE TYP 6" WALL BASE SIM TO TYP

2' -

2"2'

- 2"

2' -

2"5'

- 5

1/4"


Project:



INTERIORELEVATIONS

1/4" = 1'-0"AD1.701

122 - d - AD11

1" PLWD BACKING

CONT SILICONEHEEL BEAD TYP

1/2" MCP ADJUSTABLESHELVING TYP

TYPICAL UPPER CABINET3/4" MCP CONST

1/4" HARDBOARD BACKING

SHELVING TRACKMOUNT ON UNIT INTERIOR

COVE MOLDING ONTOE KICK TYP

3/4" MCP REMOVABLEPANEL

DOOR PULLAS PER SPEC

3/4" MCP DOOR

WATER PLAY SINKRELOCATE FROM

EXISTING

5' -

2 1/

2"

4"1

1/2"

2' -

2"

7' -

0"

2' -

6"

1/2" SOLID SURFACECOUNTERTOP

1' - 0"

SOLID SURFACEBACKSPLASH

4"

7" 1' - 5" 6"

SITE VERIFY EXISTINGSINK S.B.O.

2x2" WOOD BLOCKING

RECESS FLANGEINTO SOLID SURFACE

COUNTERTOP TYP

SITE

VER

IFY

1' -

0"

2' - 6"

1"

FACE OF GWB TO FACE OF PLWD FINISH

2' - 1 1/2"

WOOD BLOCKINGTO SUIT TYP

3/4" MCP

3"

3"

2AD1.801

1" +/- 7"

SITE VERIFY EXISTING SINK S.B.O.

4' - 1" +/- 7" 1"

4"

SITE

VER

IFY

1' -

0"

6 1/4" 6 1/4"

2' -

0 1/

2"1

1/2"

4"

3/4"MCP

CONST

WATER PLAY SINKRELOCATE FROM

EXISTING

RECESS FLANGE INTOSOLID SURFACECOUNTERTOP TYP

2x4 FRAMING SUPPORT

FULL LENGTHLOCKERS


1" PLWD BACKING

SOLID SURFACE BACKSPLASH


3/4"MCP

CONST

1AD1.801

2' -

2"4"

FULL LENGTHLOCKERS


SOLID SURFACE BACKSPLASH


4"

3/4" REMOVABLEMCP PANELS TYP

TOE KICK

1AD1.801

1' -

8 5/

8"

1" T

YP

1" TYP

1" 1' - 4 1/2" 2' - 6" 1' - 4 1/2" 1"

5' - 4 7/8"

EXPOSED FASTENER FORREMOVABLE MILLWORK PANEL TYP

STAINLESS STEEL HEX-DRIVECONNECTING BOLT IN STAINLESS

STEEL THREADED INSERT TYP


Project:



WATER PLAY SINKMILLWORK DETAILS

1" = 1'-0"AD1.801

RM 122 WATER PLAY COUNTER - AD11

1" = 1'-0"AD1.801

RM 122 WATER PLAY FRONT - AD12

1" = 1'-0"AD1.801

RM 122 WATER PLAY ELEVATION - AD13

1' -

0" F

LOO

R T

O T

/O A

SSEM

BLY

1 1/

2"1"

8 1/

2"

-

1' -

0"

5' -

7/8"

5/8" x 3/4" S4S BIRCH TRIMCLEAR SEALED

1/4"

1/4" STAINLESS STEEL STANDOFFC/W GLAZING GASKET

1/4" TEMPERED GLASS PANEL

1/4"

1-1/2" x 1-1/2" SOLID WOODQUARTER RND WITH 1/4" x 1/4"RABBET ALONG FULL LENGTH

3/4" x 5/8" S4S PAINTED BIRCH TRIM

3/4" PAINTED MDF WALL BASE

3/4" x 3/4" PAINTED QUARTER RND

MD

F 3/

8" A

FF

5/8" G1S PLWD CLEAR SEALEDFULL SHEET LAY UP HORIZONTAL

1" x 1/4" S4S SOLID WOODPENCIL MOLD PAINTED

1' -

2 1/

2"1'

- 2

1/2"

2' -

8 3/

4"

4' -

5 1/

4"5' -

0 7/

8"

5/8" x 3/4" S4S SOLID WOOD TRIMCLEAR SEALED

5/8" PLWD

1'x1' TEMPERED GLASS ART DISPLAY WITHSTANDOFFS AND BUTTON FASTENERS

1-1/2" x 1-1/2" QUARTER RND WITH RABBETCONT ALONG WALL SURFACE

1' -

6 1/

4"6"

1' -

0"7"

1' -

0"

1 1/

2" 1"

1 1/

2" 1"

WOOD WALL BASE TYP

1" DIA STAINLESS STEEL STANDOFF

4 1/2" TYP

1" x 1/4" S4S SOLID WOODPENCIL MOLD PAINTED

1" T

YP

1" TYP

1' -

0"

2' - 0"

1"10

"1"

1" EQ EQ 1"

3' - 0"

1' -

0"

1"10

"1"

1" EQ EQ EQ 1"


Project:



ART DISPLAYMILLWORK DETAILS

3" = 1'-0"AD1.802

ART DISPLAY SECTION DETAILS - AD11

1" = 1'-0"AD1.802

ART DISPLAY ELEVATION - AD12

1" = 1'-0"AD1.802

ART1 - AD13 1" = 1'-0"AD1.802

ART2 - AD14

DRAWING NOTES

1. SEE A302 - R1 FOR DISPLAYPLACEMENT ON WALL.

FIN. FLOOR LINE

FT 15

3' - 6"2 1/2"

1' - 9 3/8"

2 1/

2"

2' -

1 1/

2"

2 1/

2"

2' -

1 1/

2"

2 1/

2"

2' -

1 1/

2"

2 1/2" 5' - 5 7/8" 2 1/2"

2"2'

- 8"

2 1/

2"7'

- 0"

5' - 10 7/8"

10' -

0 1

/2"


Project:



FRAME TYPES - AD1

1/4" = 1'-0"AD1.901

FRAME TYPES - AD11

Documents

1213 130725 Nanabijou Addendum 1 - Lakehead University · 7) New Drawing AD1.502 has been added to supersede section detail 1/A501 and plan detail 5/A505. 8) New Drawing AD1.503 has