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”
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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
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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:
.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
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.
.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.
BridgmanCollaborative Architecture Section 06 10 00 R1 Issued for addendum 1 ROUGH CARPENTRY NANABIJOU CHILDCARE CENTRE Page 4 of 5
.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.
BridgmanCollaborative Architecture Section 06 10 00 R1 Issued for addendum 1 ROUGH CARPENTRY NANABIJOU CHILDCARE CENTRE Page 5 of 5
END OF SECTION
BridgmanCollaborative Architecture Section 07 71 00 Issued for Addendum 1 ROOF SPECIALTIES NANABIJOU CHILDCARE CENTRE Page 1 of 3
.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;
.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).
.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.
BridgmanCollaborative Architecture Section 33 46 13 R1 Issued for Addendum 1 FOUNDATION DRAINAGE NANABIJOU CHILDCARE CENTRE Page 2 of 7
.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.
.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)
BridgmanCollaborative Architecture Section 33 46 13 R1 Issued for Addendum 1 FOUNDATION DRAINAGE NANABIJOU CHILDCARE CENTRE Page 3 of 7
.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.
BridgmanCollaborative Architecture Section 33 46 13 R1 Issued for Addendum 1 FOUNDATION DRAINAGE NANABIJOU CHILDCARE CENTRE Page 4 of 7
.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.
BridgmanCollaborative Architecture Section 33 46 13 R1 Issued for Addendum 1 FOUNDATION DRAINAGE NANABIJOU CHILDCARE CENTRE Page 6 of 7
.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.
BridgmanCollaborative Architecture Section 33 46 13 R1 Issued for Addendum 1 FOUNDATION DRAINAGE NANABIJOU CHILDCARE CENTRE Page 7 of 7
.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°
PLAY AREA1298 SF CLEAR PLAY
REMOVE EXISTINGSPRUCE TREES
REMOVE EXISTINGSPRUCE TREES
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
4X4 WD POSTS @6'-0" OC, 2X4 WD
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
PLAY AREA1545 SF CLEAR PLAY
WOOD GATETYP
WOOD GATETYP
WOOD GATETYP
4X4 WD POSTS @6'-0" OC, 2X4 WD
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
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)
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
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
A102
FLOOR PLANS
1213
NANABIJOUCHILDCARE CENTRE
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
ALIGN PLYWOOD SOFFIT JOINTS WITHADJACENT VERTICAL CLADDING JOINTS TYP
ALIGN PLYWOOD SOFFIT JOINTS WITHADJACENT VERTICAL CLADDING JOINTS TYP
ALIGN PLYWOOD SOFFIT JOINTS WITHADJACENT VERTICAL CLADDING JOINTS TYP
ALIGN PLYWOOD SOFFIT JOINTS WITHADJACENT VERTICAL CLADDING JOINTS TYP
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
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
A151
REFLECTED CEILINGPLANS
1213
NANABIJOUCHILDCARE CENTRE
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 /
TEMPERED GLASS ART DISPLAYSON PLWD WALL SEE 6 & 7/A804
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
MAIN FLOOR T/O SLAB100' - 0"
2A301
4
1A302
HALL127
VESTIBULE116
10' - 6 1/2" 26' - 6 3/4" 16' - 1 1/2" 25' - 4"
Sim
A301 A401
6
TEMPERED GLASS ART DISPLAYSON PLWD WALL SEE 6 & 7/A804
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
MAIN FLOOR T/O SLAB100' - 0"
T/O PLATE LOW110' - 0"
D
T/O PLATE HIGH116' - 2"
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"
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
A302
BUILDING SECTIONS
1213
NANABIJOUCHILDCARE CENTRE
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
WATER RESISTIVE BARRIER (AIR BARRIER MEMBRANE ) OVER FLASHING 4"
FULLY ADHERED BITUMINOUS MEMBRANE FLASHING OVER SLOPEDBLOCKING & UP WALL 4"
PREFINISHED METAL FLASHING SLOPED MIN 5% ONCONTINUOUS PT WOOD BLOCKING
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
WOOD FIBRE CANT STRIP 3" X 3"
FULLY ADHERED BITUMINOUSMEMBRANE FLASHING
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
SPRAY FOAM INSULATION
SPRAY FOAM INSULATION
EXHAUST VENT PIPE(SEE MECHANICAL)
WHITE PREFINISHED METAL DRYER VENT
COVERED FIBREGLASS BATT DUCT INSULATION
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
A502
SECTION DETAILS
1213
NANABIJOUCHILDCARE CENTRE
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
MAIN FLOOR T/O SLAB100' - 0"
T/O PLATE LOW110' - 0"
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"
BASE SHEET OVER ROOF EDGE
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
PAINTED STEEL PLATE GUARD COVER-MIN 1/8" THICK-HINGES @ 3' OC-HAST TO ACCEPT PAD LOCK (LOCK NIC)
FINISHED GRADE
HASP
SAFETY CHAIN
LAP CAP SHEET OVER CURB & SEALALL JOINTS AND CORNERS TYP
FULLY ADHERED MEMBRANE FLASHING
LAP BASE SHEET OVER CURB & SEALALL JOINTS AND CORNERS TYP
FULLY ADHERED MEMBRANE FLASHING
SKYLIGHT C/W INTEGAL CURB FLASHING
WOOD FIBRE CANT STRIP 3" X 3"
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%
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.
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
SEALANT FILLET JOINT
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
MAIN FLOOR T/O SLAB100' - 0"
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"
WESTERN RED CEDAR PLUG TOMATCH VERTICAL MEMBER
ROUND HEAD LAG SCREW INTOSOLID WOOD
GLULAM BEAM(SEE STRUCTURAL)
PREDRILL HOLE AND PLUG
1 3/4" RADIUS TYP 1 3/
4"
6"
WESTERN RED CEDAR PLUG TOMATCH VERTICAL MEMBER
ROUND HEAD LAG SCREW INTOSOLID WOOD
WESTERN RED CEDAR FASCIA
PREDRILL HOLE AND PLUG
1 3/
4"
5 1/
2"
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.
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
A901
ROOM SCHEDULE
1213
NANABIJOUCHILDCARE CENTRE
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
ACT 9' 0" - 4"x4" WALL TILE TO 5'-0" AFF
SITE PLAN 109 FAMILY WC 92 SF GWB PT1 GWB PT1 GWB PT1 GWB PT1 VS VINYLCOVE
ACT 9' 0" - 4"x4" WALL TILE TO 5'-0" AFF
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.
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.
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
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 ADDENDUM 1 JULY 25 2013
AD1.501
SECTION & PLANDETAILS
1213
NANABIJOUCHILDCARE CENTRE
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
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 ADDENDUM 1 JULY 25 2013
AD1.951
MAIN FLOOR PLANEAST - PAINTING
1213
NANABIJOUCHILDCARE CENTRE
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
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 ADDENDUM 1 JULY 25 2013
AD1.952
MAIN FLOOR PLANWEST - PAINTING
1213
NANABIJOUCHILDCARE CENTRE
1/4" = 1'-0"AD1.952
MAIN FLOOR PLAN WEST - PAINTING1
A
T/O PLATE HIGH116' - 2"
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
BASE SHEET OVER ROOF EDGE
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'