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					     SPECIFICATIONS

       1220-30-34-07
Tom Binnie Park – Field House

       August 15, 2007
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City of Surrey            General Requirements                      Division 1
Parks Washroom               (short version)                           Page 1
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01010 Description
of Work                 .1    Work under this Contract comprises the general
                              construction of Washroom Facilities at Tom Binnie Park,
                              10601 City Parkway, Surrey, BC, consisting of approx.
                              2000 s.f. concrete block structure, site services as specified,
                              and other related work, all in accordance with the
                              Drawings, Specifications and all duties and obligations
                              imposed upon the Contractor by the contract Documents
                              and in compliance with all Codes, Rules and Regulations of
                              the authorities having jurisdiction.

01025 Measurement
& Payment               .1    Measurement and payment will be as outlined in the
                              Schedule D of Request for Proposal (i.e. R.F.P.)

01035 Modifications
      Procedures        .1    No substitutions will be permitted without prior written
                              approval from the relevant Consultant and Project
                              Coordinator. Proposals for substitutions will be
                              considered if:

                              .a     materials selected by Proponent from those
                                     specified are no longer available; or
                              .b     delivery date of materials selected from those
                                     specified would unduly delay completion of the
                                     Contract.
                              .c     suggested material is of equal or better quality than
                                     that specified and that there would be a cost saving
                                     to the City‟s, procedures will be as outlined in the
                                     R.F.P.

01040 Coordination      .1    Examination of Site
                              Before submitting Proposal, visit site to become familiar
                              with all conditions likely to affect the Work.

                        .2    General Conditions
                              Division 1 of these specifications is to be read in
                              conjunction with the General Conditions, which contain a
                              number of clauses normally found in the Division 1
                              specifications as well as specified on Drawing A1 by
                              Forum Projects Ltd.

                        .3    Use of Site
                              .1     Execute the work with least possible interference or
                                     disturbance to the normal use of premises. Make
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City of Surrey            General Requirements                      Division 1
Parks Washroom               (short version)                           Page 2
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                                      arrangements with Owner to facilitate work as
                                      stated.

                               .2     Maintain existing services to Work site and if
                                      authorized to use existing roads and walks for
                                      access to Work site, maintain such roads and
                                      walkways for the duration of the Contract. Make
                                      good any damage resulting from Contractor‟s use of
                                      roads, walks or other access. Areas that are not
                                      fenced off and used by the general public must be
                                      kept in safe environment at all times.

                               .3     Burning of debris or rubbish on site is not
                                      permitted.

01040 Service Shut
Downs & Connections       .1   Service connections will be the responsibility of the Parks
                               Department to within 4‟ of the building. Allow for
                               coordination with appropriate Parks Department personal,
                               unless otherwise specified on the drawings. Note if you are
                               to provide some services, no digging to occur until review
                               of all as-built drawings are reviewed and proposed digging
                               is reviewed with appropriate Parks Department personal
                               that are familiar with this site.

01050 Field Engineering   .1   Field engineering is not to allowed, engineers are to review
                               any proposal or change and provide faxed copy of changes
                               to Project coordinator and all other appropriate contractors
                               and other consultants.

01060 Regulatory
Requirements              .1   All construction is to be in compliance with all regulatory
                               codes and regulations. Allow for all required inspections,
                               permits, and approvals. Copy of inspection reports to be
                               forwarded by fax to the Project Coordinator within 24
                               hours of receiving reports.
01110 Construction
Safety                    .1   Refer to the Safety requirements specified in Schedule E-1
                               of R.F.P. and as specified in WCB regulations.

01120 Hazardous
Materials                 .1   Refer to the Safety requirements specified in Schedule E-1
                               of R.F.P. and as specified in WCB regulations.
01130 Special Project
Requirements              .1   Refer to all notes and details shown on all the consultant
                               drawings and as specified.
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City of Surrey            General Requirements                      Division 1
Parks Washroom               (short version)                           Page 3
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01300 Submittals        .1    Submit shop drawings, product data and samples in
                              accordance with the General Conditions and as called for
                              within the Consultant Drawings and Specifications, prior to
                              commencing that facet of work.

                        .2    Make any changes in submittals which Engineer may
                              require consistent with Contract Documents and re-submit
                              as directed.

                        .3    List of submittals required by this Contract:

                              .1     Shop Drawings:
                                     .1    metal fabrications
                                     .2    metal roofing systems
                                     .3    metal doors and frames
                                     .4    finishing hardware
                                     .5    toilet partitions
                                     .6    wood trusses

                              .2     Products Data:
                                     .1     washroom accessories
                                     .2     plumbing fixtures and trim
                                     .3     electrical equipment
                                     .4     lighting fixtures
                                     .5     Mechanical equipment, diffusers, etc.

                              .3     Samples (3 sets required):
                                     .1    plastic laminates and ceramic tiles,
                                     .2    paint colours on sample board,
                                     .3    waterproofing membrane

                        .4    After Engineer‟s review, distribute all copies to job site
                              files, record document file, subcontractors and
                              suppliers/fabricators.

01400 Quality Control   .1    Owner may employ and pay for the services of an
                              independent testing laboratory to perform testing of
                              concrete and soil compaction. Contractor shall cooperate
                              with the laboratory to facilitate execution of its services, in
                              accordance with the General Conditions, and shall
                              coordinate inspections directly with the laboratory so as not
                              to delay progress on the Work. Employment of the
                              laboratory shall in no way relieve the Contractor‟s
                              obligations to perform the Work in accordance with the
                              Contract.
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City of Surrey            General Requirements                      Division 1
Parks Washroom               (short version)                           Page 4
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                        .2    Any retesting required as a result of the initial testing
                              indicating non-compliance with the Contract Documents
                              shall be borne by the Contractor.

                        .3    Any inspections or testing required by laws, ordinances,
                              rules, regulations, orders, by-laws or approvals of public
                              authorities or utilities relating to the Work and for the
                              preservation of public health, or any testing performed
                              exclusively for the contractor‟s convenience shall be paid
                              for by the Contractor.

                        .4    Remove or correct any rejected work immediately in
                              accordance with the General Conditions.

01500 Construction
Facilities & Security   .1    Construction trailers and materials storage shall be
                              confined to the limit of the Contract boundary to areas
                              approved in advance by the Owner or Project Coordinator.

                        .2    The Job Site is to be secured after work hours with
                              appropriate fencing, and locked gates and once building
                              block work is completed, exterior of building must be
                              securely locked and boarded to discourage people from
                              entering building.


01600 Material
and Equipment           .1    Use new material and equipment unless otherwise
                              specified. Provide material and equipment of specified
                              design and quality, performing to published ratings and for
                              which replacement parts are readily available. Use
                              products of one manufacturer for material and equipment of
                              same type or classification unless otherwise specified.

                        .2    Unless otherwise specified, comply with manufacturer‟s
                              latest printed specifications and instructions for materials
                              and installation methods.

                        .3    Deliver, store and maintain on site all material and
                              equipment, in original containers and packages, with
                              wrappings, labels and seals intact and in accordance with
                              manufacturer‟s directions. Prevent damage, adulteration
                              and soiling of material and equipment during delivery,
                              handling and storage. Immediately removed rejected or
                              damaged items from site.
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City of Surrey            General Requirements                      Division 1
Parks Washroom               (short version)                           Page 5
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                            .4   No additional costs shall be paid by the Owner for the use
                                 of substitute materials or equipment. The amount of all
                                 credits arising from approval of substitutions will result in a
                                 reduction of the Contract Price accordingly.

01650 Facilities Start-up
      & Commissioning       .1   Allow for facilities start-up and commissioning with
                                 Project Coordinator and relevant consultants and City
                                 Personal. Provide a minimum of 5 days notice to Project
                                 Coordinator so that he can arrange the appropriate personal
                                 to be present. Provide to Project Coordinator 3 copies of
                                 equipment manuals and as built drawings during start-up
                                 meeting.

01710 Cleaning              .1   Use only those cleaning materials:
                                 .1     which will not create hazards to health and property
                                        and which will not damage surfaces;
                                 .2     recommended by the manufacturer of the surface
                                        materials to be cleaned; and
                                 .3     on surfaces recommended by the cleaning material
                                        manufacturer.

                            .2   Clean all interior spaces prior to the start of finish painting
                                 and continue cleaning on an as-required basis until painting
                                 is completed. Schedule operations so that dust and other
                                 contaminants resulting from cleaning process will not fall
                                 on wet or newly-coated surfaces.

                            .3   Prior to application of Substantial and total Performances,
                                 undertake final cleaning as follows:

                                 .1     Remove grease, dust, dirt, stains, labels,
                                        fingerprints, and other foreign matter from, and
                                        polish, all interior and exterior finished surfaces
                                        including glass, finish hardware, ceramic tiles,
                                        stainless steel, plastic laminate, mechanical and
                                        electrical fixtures. Replace any materials broken,
                                        scratched or disfigured prior to, or as a result of, this
                                        work;
                                 .2     Vacuum clean and dust all building interiors,
                                        including behind grilles, louvres and screens;
                                 .3     Remove debris and surplus materials from all rooms
                                        and accessible concealed spaces;
                                 .4     Broom sweep and wash all roofs, gutters, walks and
                                        paved areas;
                                 .5     Brush or rake clean other surfaces or ground where
                                        altered or disturbed by construction.
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City of Surrey            General Requirements                      Division 1
Parks Washroom               (short version)                           Page 6
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01720 Project Record
Documents               .1    Maintain at the job site, one copy each of the following:
                                 building permit
                                 approved construction drawings;
                                 contract documents and specifications;
                                 reviewed shop drawings;
                                 change orders and other notices of change;
                                 field test reports;
                                 copy of approved work schedule.

                        .2    Owner will provide two (2) sets of white prints for record
                              drawing purposes. Maintain one set on site by accurately
                              recording significant deviations from the contract
                              Documents caused by site conditions, changes directed by
                              the Consultants and Change Orders. Mark changes in red
                              ink and include all actual locations of concealed and
                              underground utilities and appurtenances.

                        .3    Prior to application for Substantial Performance of the
                              Work, neatly transfer notations to second set of white prints
                              and submit both sets to Owner as “As-builts”.

01740 Contract
Close Out               .1    When the Contractor considers the Work substantially
                              performed, submit to the Owner:
                              .1     written notice of such;
                              .2     list of items still to be completed or corrected;
                              .3     all required guarantees and warranties.

                        .2    After receipt of such notice, the Owner shall inspect the
                              Work. Refer to the General Conditions for procedures
                              thereafter.

                        .3    When the Contractor considers the Work has reached the
                              stage of Total Performance, and is complete, submit written
                              certification to the Owner that:
                              .1      Contract Documents have been reviewed;
                              .2      Work has been inspected for compliance with, and
                                      has been completed in accordance with the Contract
                                      Documents;
                              .3      All temporary facilities and waste materials
                                      removed and site left in clean, new condition;
                              .4      Record documents submitted to Owner, and
                                      approved;
                              .5      Work is completed and ready for inspection.
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City of Surrey            General Requirements                      Division 1
Parks Washroom               (short version)                           Page 7
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                          .4   Upon completion, obtain and submit to Owner all
                               “Certificates of Occupancy” and “Certificates of Approval”
                               as may be issued by the Municipal Building, Plumbing,
                               Electrical and Fire Departments, Ministry of Health, and/or
                               any other inspection authority having jurisdiction over the
                               site and project.
                          .5   After receipt of all documentation called for in Clauses .4
                               and .5 above, the Owner shall inspect the Work. Refer to
                               the General Conditions for procedures thereafter.
                          .6   Upon issuance of Certificate of Total Performance,
                               promptly submit to Owner a letter of warranty stating that
                               the Contractor shall, at his own expense, rectify and make
                               good any defect or fault that appears in the Work within
                               twelve (12) months from the date of Substantial
                               Performance, in accordance with the General Conditions.

End of Section 18-08-94
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City of Surrey                 Site Work                            Division 2
Parks Washroom               (short version)                           Page 1
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02000 General Notes     .1    All references to Municipal Specifications in the Contract
                              Documents shall mean the latest edition of the Master
                              Municipal Specifications and Standard Detail Drawings,
                              available from:

                              Support Services Unlimited
                              Suite 302, 1107 Homer Street
                              Vancouver, BC V6B 2Y1

                              Tel: 604-681-0295
                              Fax: 604-681-4545

                              All work shall be performed in accordance with the
                              standards set forth herein, and for work where no standard
                              is specifically called up, such work shall be performed in
                              accordance with the applicable Municipal Specifications.
                              All work or construction shall comply with the latest
                              updates of the BC Building Code, BC Plumbing Code,
                              Surrey Municipal By-laws and regulations, W.C.B. safety
                              requirements and all other applicable regulations of
                              authorities having jurisdiction.

                        .2    Contractors shall notify the Consultants for inspections a
                              minimum of 48 hours (based on Monday to Friday work
                              week) prior to:
                               all pipework burial; all shall notify the Municipal
                                 Plumbing Inspector for all necessary underground
                                 piping inspections prior to burial;
                               all pipework testing,
                               placing structural fills;

                        .3    Parks Department has made all arrangements to obtain all
                              permits (including highway use permit for work within
                              road right-of-ways – obtainable from the City of Surrey
                              Engineering Department and necessary plumbing permits –
                              obtainable from the City of Surrey Planning and
                              Development Department, Building Division) and paid all
                              fees, costs and deposits for sanitary sewer, storm sewer,
                              water and natural gas connections.

                        .4    Access roads and walks must be maintained on a regular
                              basis to prevent the accumulation of dirt and mud.
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City of Surrey                 Site Work                            Division 2
Parks Washroom               (short version)                           Page 2
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                        .5    Municipal roads and streets damaged during the Contract
                              by the Contractor shall be repaired to Municipal standards
                              and paid for by the Contractor.

                        .6    The Contractor shall visit the site to ascertain special
                              conditions which affect his work, prior to submitting
                              Proposal.

                        .7    Locate, clearly mark and protect any underground water
                              lines, sewer lines, electrical, telephone and/or gas services
                              in areas of excavation and areas to be travelled over by
                              construction equipment during the Contract.

02100 Site
Preparation             .1    The Engineer and Contractor shall meet at the site to
                              review layout of the work on the site prior to any actual
                              clearing work.

                        .2    Prevent damage to existing fencing, trees, landscaping,
                              natural features, benchmarks, buildings, pavements, utility
                              lines, site appurtenances and water courses which are to
                              remain. Make good any damage.

.                       .3    City will prior to start of this project, strip all topsoil,
                              overburden, organic and loose material from the areas to be
                              excavated as shown on the Site Plan, down to approved
                              subgrade when dry enough to prevent contamination with
                              non-organic sub-grade material.

                        .4    Obtain approval of backfill material for use as fill for
                              grading work at interior or exterior of building.

                        .5    Cut and rough grade to levels, profiles and contours
                              allowing for surface treatment as indicated.

                        .6    Uniformly grade all areas covered by the project, including
                              excavated and filled sections and adjacent transition areas.
                              The finished surface shall be compacted and free from
                              irregular surface changes. The finish surface shall be at the
                              established grade, as stated in RFP and shall be graded to
                              drain water away from the building. Leave ground surface
                              in neat and tidy condition.

                        .7    Remove all surplus material and material unsuitable for fill,
                              grading or landscaping from site as directed by Consultant.
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City of Surrey                 Site Work                            Division 2
Parks Washroom               (short version)                           Page 3
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02200 Excavation
and Fills               .1    Work included: furnish all labour, equipment and materials
                              necessary for the excavation, backfill, compaction and
                              grading as indicated on the drawings.


                        .2    Materials:
                              See Geotechnical report by Levelton Consultants Ltd. for
                              appropriate materials to use.

                        .3    Excavation, if required, shall be made to elevations and
                              dimensions indicated or required by the work, plus
                              sufficient space to permit erection of forms, shoring,
                              waterproofing and inspection of foundations. Excavation
                              shall be made to clean lines to minimize quantity of fill
                              material required.

                        .4    Where no finished floor elevation relative to existing
                              ground elevation is given on the drawings, set finished
                              floor level min. 150 mm (6”) above lowest ground level in
                              area of building. Excavate to subgrade beneath
                              slab-on-grade as per drawings and Geotechnical report.

                        .5    The bottom of all bearing surfaces shall be hand trimmed,
                              level and free from all loose and/or organic material.
                              Obtain approval of Geotechnical Consultant prior to
                              placement of fill.

                        .6    Unauthorized excavation to greater than required depth
                              shall be corrected by the Contractor at his own expense in a
                              manner as directed by the Geotechnical Consultant.

                        .7    All excavations, if required, shall be taken down to
                              approved bearing; should approved bearing be found at a
                              greater depth or lesser depth than as shown on the
                              drawings, the Consultant may order the increase or
                              decrease in the depth of excavations. If the amount of
                              excavation is changed by order of the Consultant, the
                              Contract Sum shall be increased or decreased according to
                              the terms of the Contract.

                        .8    The Contractor shall protect all exposed excavations from
                              weather conditions. Any damage caused by water, snow,
                              etc., shall be corrected by the Contractor as directed by the
                              Consultant, at no additional cost to the Owner.
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City of Surrey                 Site Work                            Division 2
Parks Washroom               (short version)                           Page 4
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                        .9    Fills and Compaction:
                              .1      Subgrade Preparation: Where grade must be built
                                      up to receive base materials, Refer to Geotechnical
                                      Report and review with Geotechnical Consultant,
                                      prior to starting.

                              .2     Fills under Building Slabs-on-grade: Refer to
                                     Geotechnical Report.

                              .3     Backfill over Perimeter Drains: Place drain rock for
                                     150 mm (6”) each side of perforated drain pipe and
                                     extend 300 mm (12”) above pipe. After perimeter
                                     walls, damp proofed and approved, backfill with
                                     approved native material or imported pit run gravel,
                                     with allowance for topsoil or pavement,
                                     respectively. Underside of footings to be minimum
                                     2‟-0” below proposed finished grade.

                        .10   Remove all surplus excavated or imported material and
                              debris from the site at completion of work.

02250 Site Services     .1    City to provide all site services within 4‟ of building
                              foundation. The Contractor is to coordinate with Project
                              Coordinator the compatibility of materials, elevations and
                              location of all services that are to be connected to the
                              building.

                        .2    Water service connection pipe material to have minimum
                              750 mm (30”) soil coverage below proposed finish grades,
                              when located outside the building.

                        .3    Damage to existing utilities must be reported to the
                              appropriate authority immediately and all costs for repair
                              shall be the responsibility of the Contractor. Locations of
                              existing services shown on the drawings are approximate
                              only.

                        .4    Where the bottom of the excavation is disturbed, damaged
                              or puddled as the result of the Contractor‟s work or due to
                              the lack of protection from inclement weather, further
                              excavation and filling shall be carried out as specified at his
                              own expense.
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City of Surrey                 Site Work                            Division 2
Parks Washroom               (short version)                           Page 5
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                            .5   Bedding and Backfill
                                 .1    Granular Pipe Bedding and Surround Material:
                                       crushed gravel to the following gradation:

                                                 75 mm                         100
                                                 50 mm                       70 – 100
                                                 25 mm                       50 - 100
                                                4.75 mm                      25 – 100
                                                2.00 mm                      10 – 80
                                                0.075 mm                       2-8

                                 .2     Refer to Section 02200 – Excavations and Fills for
                                        specified backfill materials.

                                 .3     Pipe bedding to be specified granular material to
                                        minimum 75 mm (3”) thickness beneath pipe and
                                        minimum 300 mm (12”) thickness either side of
                                        pipe; pipe cushion to be specified granular material
                                        to minimum 300 mm (12”) thickness, places in
                                        maximum 150 mm (6”) lifts, measured loose, above
                                        tops of the service lines. All granular material to be
                                        hand compacted to at least 95% Modified Proctor
                                        Density.

                                 .4     Backfill under boulevards and untravelled surfaces
                                        to be approved native materials or imported pit run
                                        gravel placed in max. 300 mm (12”) lifts and
                                        thoroughly compacted to within 150 mm (6”) of
                                        finished grade. If within an unimproved boulevard,
                                        the balance of the trench shall be backfilled with
                                        native material originally removed; if within a lawn
                                        or planter, the balance of the trench shall be
                                        backfilled with approved top soil.

                            .6   All sanitary and storm sewer and water pipe to be buried
                                 shall be inspected and approved by the Engineer and
                                 Municipal Plumbing Inspector after laying, but before
                                 backfilling.

                            .7   Remove all surplus excavated or imported material, surplus
                                 pipe material and fittings and debris from the site at
                                 completion of work.
End of Section – 05-08-94
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City of Surrey                  Concrete                            Division 3
Parks Washroom               (short version)                           Page 1
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03000 General           .1    All work or construction shall comply with the latest
                              updates of the National Building Code, BC Building Code
                              and amendments, City of Surrey By-laws and regulations,
                              WCB safety requirements and all other applicable
                              regulations of authorities having jurisdiction.

                        .2    Contractors shall notify the Engineer for inspections a
                              minimum of 48 hours (Based on Monday to Friday work
                              week) prior to:
                              .1     All concrete pours;
                              .2     All masonry grout pours;
                              .3     Closing-in of any framed walls or roof structure.
                              .4     any other inspections indicated on Structural
                                     Drawings.

                              and shall notify the City Building Inspector for the
                              following inspections:

                              .1     All formwork
                              .2     Drain tile and damp proofing
                              .3     Framing
                              .4     Insulation
                              .5     and any other requested by City

                        .3    Design loads:
                               ground snow load            2.2kPa (46 PSF)
                               rain load                   0.3 kPa (6 PSF)
                               roof snow load              2.06 kPa (43 PSF)
                               floor loads                 4.8 kPa (100 PSF)
                               wind load                   0.58 kPa (12 PSF)

                        .4    Footings have been designed for an allowable soils bearing
                              pressure of 75 kPa (1,500 PSF) on native sandy to clayey
                              silt or on granular backfill compacted to 95% Standard
                              Proctor density, or as recommended in the Soils Report, if
                              included within the Contract Documents.

                        .5    Bases of excavations and foundations shall be protected
                              against rain, snow, frost and water. Minimum cover of
                              perimeter footings for frost protection – 600 mm (24”).

03200 Reinforcing
Steel                   .1    All re-inforcing steel shall conform to CSA G30.12-M77,
                              Grade 300 for 10M bars and grade 400 for 15M and larger
                              bars. All welded wire mesh to conform to CSA
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City of Surrey                  Concrete                            Division 3
Parks Washroom               (short version)                           Page 2
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                              G30.5-M83 and to be grade 400. All anchor bolts to
                              conform to ASTM 307.

                        .2    All re-inforcing shall be detailed, fabricated, placed, spliced
                              and supported in accordance with CAN/CAS-A23.1-M90,
                              CAN3-A23.3-M84 and AC1 Detailing Manual 315-65. All
                              re-inforcing shall be supported by approved supports,
                              spacers or hangers.

                        .3    Re-inforcing steel to be clean and undamaged.

                        .4    Wall and grade beam re-inforcing shall be continuous at
                              corners and intersections. Use corner bars, or hook around
                              corners and lap.

                        .5    Minimum lap lengths as follows:

                                    Bar Size                 Lap length unless noted
                                     10M                          450 mm (18”)
                                     15M                          600 mm (24”)
                                     20M                          800 mm (32”)
                                   W.W. Mess                      One full mesh

                        .6    All dowels and anchor bolts shall be placed prior to pouring
                              concrete unless noted otherwise on drawings. Templates to
                              be used. Dowels in footings to match vertical bars above in
                              size and spacing.

                        .7    Re-inforcing to have clear concrete cover as follows or as
                              noted on drawings:

                              Cast against earth:                            75 mm (3”)
                              Beams, walls & columns:                        50 mm (2”)
                              Slabs:                                         25 mm (1”)
                              Concrete exposed to soil or weather:           19 mm (3/4”)

                        .8    Where concrete surfaces are to be exposed, only
                              non-corrosive type chairs shall be used to support
                              re-inforcing.

03300 Cast-in-Place
Concrete                .1    Designed in accordance with CAN-A23.3-M84.

                        .2    Contractor shall be responsible for mix designs and for
                              obtaining concrete to specification.
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City of Surrey                  Concrete                            Division 3
Parks Washroom               (short version)                           Page 3
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                        .3    All concrete to be ready-mixed, transported, placed, cured
                              and protected in accordance with CAN/CSA-A23.1-M90
                              and CAN3-A23.3-M84.

                        .4    Minimum compressive strength @ 28 days/maximum
                              slump:

                              Walls, Footings,& Slabs        28Mpa / 50mm+13mm
                              Masonry grout                  20Mpa / 75mm+13mm

                        .5    All concrete exposed to weather shall be air-entrained 5%
                              +/-1% by volume. No other admixtures permitted without
                              Engineer‟s prior approval.

                        .6    Form all openings, chases, slots, keys, etc. and install all
                              bolts, inserts, anchors, sleeves or other items supplied by
                              other trades and required to be built into concrete.

                        .7    6 mil. thick polyethylene film membrane to be installed
                              beneath all interior concrete slabs-on-grade on min.
                              150 mm (6”) well compacted granular fill on subgrade
                              compacted to 100% Standard Proctor density.

                        .8    Chamfer all exposed Vertical corners 19 mm (3/4”), and
                              top of foundation wall with 12.5 mm (1/2”) at exterior side
                              of wall only.

                        .9    Finish interior floor slabs with steel trowel to hard, smooth,
                              slat finish, sloped to each floor drain so that no ponding
                              occurs. Also confirm with Paint Manufacturer (i.e.
                              Cloverdale Paint) appropriate finish required for specified
                              floor paint. See finishing schedule on drawing A6.

                        .10   Apply two coats damp proofing to all exterior concrete
                              surfaces below finished grade line. Damp proofing shall
                              conform to CGSB B1-GP-2, Sternson “Protectocoat
                              No. 160” or pre-approved alternate.

04200 Masonry           .1    All masonry work shall conform to CAN3-S304-M84.

                        .2    All jointing to be a tooled joint of uniform 10 mm (3/8”)
                              thickness – raked and struck joints are not permitted.

                        .3    Masonry units shall have beds and vertical end joints
                              evenly and solidly filled with mortar. Any excess mortar
                              shall be immediately removed and the masonry cleaned.
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City of Surrey                  Concrete                            Division 3
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                        .4    Provide all openings, chases, slots, keys, etc., in block
                              coursing and sawn blocks – no chipping permitted. Install
                              all bolts, inserts, anchors, sleeves or other items supplied by
                              other trades and required to be built in.

                        .5    Materials:
                              .1     Masonry units: hollow concrete (f‟c + 14 Mpa) to
                                     CSA A165.1-M85
                              .2     Mortar: Type S for masonry, to CSA A179-M76
                              .3     Cement: Normal Portland Cement, gray, to
                                     CAN3-A5-M83
                              .4     Masonry Cement: to CAN3-A8-M83
                              .5     Mortar Aggregate: to CSA A82.56-M1976
                              .6     Water: clean, fresh, drinking water, free from
                                     impurities
                              .7     Grout: (f‟c = 20 Mpa, 10 mm (3/8”) agg., 150 mm
                                     (6”) slump) to Table 3 of CSA A179-M76
                              .8     Re-inforcing steel: Fy = 400 Mpa to CSA
                                     G30.12-M77
                              .9     Ladder re-inforcing: to CSA G30.5-M83

                        .6    Min. Wall re-inforcing (unless noted otherwise on
                              drawings):
                              .1    200 mm (8”) Vertical cores: 1-15M @ 1200 mm
                                    (48”) O.C. full height

                              .2     9 Ga Ladder type re-inforcing shall be placed in all
                                     walls at every second course

                              .3     Provide 2-15M vertical bars full height at:
                                     .1     Unsupported ends of walls
                                     .2     Each corner and intersections
                                     .3     Each side of doors and openings

                              .4     Provide 1-20M continuous bond beam at:
                                     .1     Ceiling at roof underside
                                     .2     Above all doors and windows

                        .7    Provide dowels to match vertical wall re-inforcing size and
                              location. Missing dowels may be installed using Hilti „Hit‟
                              system.

                        .8    All horizontal bond beam steel to be hooked 600 mm (24”)
                              max. At ends of walls at each corner and at each
                              intersection. Extend horizontal steel min. 600 mm (24”)
                              past all headers and openings. Provide 1-20M min. and
                              grout solid, unless noted otherwise on drawings.
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                        .9    Cores to be re-inforced shall be kept free of mortar.

                        .10   Fill cores solid with grout at the following locations:
                              .1      Every bond beam or 3000 mm (10‟) max.
                              .2      All ends of walls
                              .3      All jambs of all openings
                              .4      Cells under plates, requiring bearing
                              .5      All fixings for fixtures and other work built into or
                                      fixed to blockwork – fill cores three courses deep
                              .6      As noted on drawings

                        .11   Consolidate grout at time of pouring with a flexible
                              vibrator, reconsolidate before plasticity lost.

                        .12   Provide cleanouts at the base of vertically re-inforced cores
                              where lift exceeds 1200 mm (48”). Patch following pour.

                        .13   Within exterior masonry wall hollow (unreinforced) cores,
                              pour vermiculite loose fill insulation to top walls.

                        .14   Upon completion of work, fill all holes and cracks, remove
                              all loose mortar and stains, and cut out and replace all
                              defective work. Thoroughly clean all exposed surfaces,
                              ready to receive applied finishes as specified.
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City of Surrey              Wood and Plastics                       Division 6
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06100 Rough
Carpentry               .1    All framing, bridging, blocking, nailing, etc. shall conform
                              to CAN3-086-M84 and BC Building Code 1992, Part 9.

                        .2    Unless otherwise specified, maximum moisture content:
                              19% exterior, 12% interior.

                        .3    Lumber shall be Douglas Fir #2 or better for load-bearing
                              studs, joists, rafters, nailers, plates and blocking. Unless
                              otherwise specified, S4S.

                        .4    All wall and roof sheathing shall be Douglas Fir plywood,
                              G1S, sheathing grade.

                        .5    All light framing, grounds, strapping and nailing strips:
                              Douglas Fir “construction grade”.

                        .6    All exposed soffits, fascia, trim to be select grade cedar,
                              unless noted otherwise on drawings.

                        .7    Minimum nailing of wall & roof sheathing:
                              .1    63.5 mm (2 1/2”) Nails @ 100 mm (4”) O.C. for
                                    perimeter and sheet edges
                              .2    63.5 mm (2 1/2”) Nails @ 150 mm (6”) O.C.
                                    intermediate (no staples permitted).

                        .8    Contractor to install all washroom accessories, including
                              those supplied by the Owner, in the locations shown on the
                              drawings, as well as all millwork, finish hardware, doors,
                              grilles and other building specialties specified.
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06200 Millwork            .1   All work shall be to latest Millwork Standards of the
                               Architectural Woodwork Manufacturers Association of
                               Canada (AWMAC).

                          .2   Lumber: Douglas Fir to CSA 0141-1970 and NLGA 1987
                               requirements, max. moisture content of 6% for interior
                               work, to AWMAC premium grade.

                          .3   Plywood: Complete cabinet, including Counter tops and
                               back splashes, etc to be ¾” Marine grade Plywood, G1S.
                               Crezon plywood removable skirts to be as specified on
                               drawing A1, suitable to smooth paint finish, (or 1/2”
                               Marine grade Plywood G1S can be used as substitute).

                          .4   Nails and staples: to CSA B111-1974, galvanized for
                               exterior work, interior highly humid areas and treated
                               lumber, plain finish elsewhere.

                          .5   Plastic Laminate: to CAN3-A172-M79, min. 1.6 mm thick,
                               solid colour to match colour of Washroom partitions (i.e.
                               supplied by Shanahans, colour #610 “Rain Tree” a dark
                               green), backing sheet by same manufacturer as face sheet,
                               min. 0.5 mm thick; adhesive, contact type to
                               CGSB 71-GP-20M; sealer, water resistant, acceptable to
                               laminate and adhesive manufacturers. Fabricate in
                               compliance with CAN3-A172-M79, Appendix A.

                          .6   Fabricate all millwork to AWMAC construction custom
                               grade, provide cut-outs for plumbing, electrical, etc.
                               fixtures and install all units using heavy duty attachments,
                               plumb, square and rigid. Apply water resistant building
                               paper over wood members in contact with concrete or
                               masonry. Apply bead of caulking along all junctions of
                               millwork and wall finish. See additional notes on Section
                               G on Drawing A7 regarding construction details.

06200 Finish Carpentry:
                          .1   Crezon Paneling: Wall and ceiling panel to be installed in
                               a professional manner. Ceiling panels to installed using
                               galvanized nails or chrome screws, suitable length to screw
                               through drywall and minimum 1.25” into roof trusses. All
                               holes and butt joint cracks to be filled with approved filler
                               and sanded smooth so that fastener/joint will not be visible
                               when painted. Note that all edges of panelling to be primed
                               prior to installations of panels, failure to do so will require
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City of Surrey              Wood and Plastics                       Division 6
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                              removal, priming, inspection and re-inspection and re-
                              installation at the contractor‟s expense.
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City of Surrey        Thermal and Moisture Protection               Division 7
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07110 Elastomeric Waterproofing:
                         .1      To be installed where ceramic tiles on Shower floors and
                                 walls. See notes on Architectural Drawings. Note that
                                 inspection of concrete at shower areas, prior to installing
                                 membrane and after membrane is installed at showers, prior
                                 to installing ceramic tiles. Note that all inspections related
                                 to membrane must be inspected and approved by
                                 authorized membrane consultant prior to installing any
                                 ceramic tiles. Inspection report to be reviewed and
                                 approved by Designer prior to installing ceramic tiles.


07160 Bituminous Dampproofing:
                        .1     Foundation walls to be cleaned of all dirt and other
                               unsuitable material prior to installation of 2 coats of
                               approved Dampproofing material. Keep 3” down from
                               finished asphalt level, and be careful not to overspray since
                               top portion of concrete walls will be painted.

07192 Vapour Barriers:
                              .1    Approved vapour barrier to be installed under all concrete
                                    slab areas, c/ w minimum 12” overlap of sheets. Thickness
                                    of vapour barrier and installation to meet minimum
                                    requirements specified in B.C. Building Code. Inspection
                                    by City required prior to pouring concrete slab.

                              .2    Approved vapour barrier to be installed at underside of
                                    wood trusses, c/w taped joints etc, as required by B.C.
                                    Building Code. Designer and City to inspect and approve
                                    prior to installation of Drywall and Crezon Boards.

07210 Building Insulation:
                              .1    Ceiling insulation is to be installed as per details in
                                    Architectural drawings. Note that sides of raised trusses to
                                    positioned using chicken mesh or other prior approved
                                    method to achieve the specified R Values.

07216 Perimeter Insulation:
                              .1    Foundation wall rigid insulation, as specified on
                                    Architectural Drawings, to be installed, inspected and
                                    approved prior to backfilling inside of perimeter walls.

07410 Metal Roofing
                              .1    Designed in accordance with CSA S136-1963.
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                        .2    All work shall be by qualified contractors skills in this
                              trade, in strict accordance with metal roofing
                              manufacturer‟s specifications.

                        .3    Roofing contractor shall submit to the Owner a written
                              guarantee that the metal roofing and all associated flashings
                              will remain secure, weathertight and watertight for a
                              minimum period of five (5) years after date of Substantial
                              Performance and that all leakage and failure due to faulty
                              products and workmanship shall be repaired at the roofing
                              contractor‟s expense.

                        .4    Steel panels: 0.65 mm thick (26ga.) to ASTM A446-76
                              Grade A, galvanized to ASTM A525-78A G-90, colour to
                              be Melchers Green, as selected by Owner from
                              manufacturer‟s standard colour range. Approved product:
                              Westform Metals Prolok - 12. Refer to Manufacturer
                              website www.westform.com for specific installation detail.

                        .5    Flashings and trim: to be fabricated from same thickness
                              and finish metal as panels, prefinished to match panel
                              colour.

                        .6    Closures: composition neoprene, 25 mm (1”) thick,
                              pre-formed closures to fit tightly into all cladding flutes,
                              including flutes at flashings.

                        .7    Fasteners: self-tapping, rubber gasketed (Confirm with
                              Manufacturer), pre-painted to match panel colour, as per
                              manufacturer‟s recommendations.

                        .8    Inspect and accept, or advise Contractor to correct,
                              condition of substrate prior to TRIFLEX-30 felt
                              installation. Install steel panels, flashings, trim, closures
                              and gutter membrane as per reviewed shop drawings and
                              manufacturers‟ instructions to meet load requirements and
                              maintain weathertight installation. Touch-up all minor
                              scratches with matching paint.

07460 Cladding:
                        .1    Hardie Board paneling to be installed in conformance with
                              Manufacturer specifications and details. Refer to
                              www.jameshardie.com . Install building paper, cedar strips
                              and flashing prior to installing siding.
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City of Surrey        Thermal and Moisture Protection               Division 7
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07600 Flashing and
Sheet Metal Roofing     .1    All work in this Section to conform to the latest RCABC
                              Standards and applicable ULC requirements, and as per
                              Westform Metal specification related to specified metal
                              roofing and approved details.

                        .2    Sheet metal: 1.2 mm thick (18 ga.), break shape,
                              pre-finished galvanized sheet steel, to CSA G163.2 or as
                              noted on drawings and as per Westform Metal specification
                              related to specified metal roofing, flashing and approved
                              details. . Colour to match roofing colour. Other flashings
                              to match door frames or adjacent colour as specified on
                              architectural drawings.

                        .3    Accessories:
                              .1    Isolation coating: alkali resistant bituminous paint
                                    to CGSB 1-GP-108 (c) Type 2, Block.
                              .2    Bedding compound: plastic asphalt cement,
                                    conforming to CGSB 37-GP-5.
                              .3    Caulking compound: one component polysulphide
                                    sealant, conforming to CGSB 19-GP-13A.
                              .4    Fasteners: of same material as sheet metal, to CSA
                                    B111-1974, ring thread flat head roofing nails of
                                    size suitable for metal flashing application; washers
                                    to be of same material as sheet metal, 1 mm thick
                                    with rubber packings. For roofing, Refer to
                                    Westform Website to confirm approved fasteners.

                        .4    Form pieces in max. 2400 mm (8‟) lengths, with allowance
                              for expansion at joints. Hem exposed edges for stiffness on
                              underside 12 mm (1/2”). Mitre and seal corners. Form all
                              flashings on bending brake. Refer to Westform Website for
                              additional details.

                        .5    Inspect and accept, or advise Contractor to correct,
                              condition of substrate prior to sheet metal installation.
                              Install sheet metal work as per reviewed shop drawings and
                              in accordance with RCABC standards.

                        .6    Use concealed fastenings except where approved before
                              installation. Provide TRIFLEX -30 underlay, secured and
                              lapped 150 mm (6”) at joints, under sheet metal.
                              Counter-flash bituminous flashings at intersections of roof
                              with vertical surfaces and curbs. Lock and caulk end
                              seams. Refer to Westform Website for approved details.
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City of Surrey        Thermal and Moisture Protection               Division 7
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07900 Sealants          .1    All work shall be by contractors skilled in this trade, in
                              strict accordance with sealant manufacturer‟s specification.

                        .2    Submit to the Owner prior to Substantial Performance of
                              the work, a three (3) year written guarantee that all defects
                              of design, material, workmanship and leakage will be
                              rectified at no cost to the Owner.

                        .3    Materials:

                              .1      Type 1: One component polysulphide sealant:
                                      conforming to CGSB 19-GP-13a; colour to be
                                      selected by Owner.
                              .2      Type 2: One component silicone sealant: mildew
                                      resistant type; colour to be selected by Owner.
                              .3      Primers: non-staining type recommended by
                                      sealant manufacturer.
                              .4      Joint fillers: closed cell polyethylene foam (either
                                      round or square), compatible with primers; sizes as
                                      required by individual joints; Shore „A‟ hardness of
                                      20, oversized 30 - 50%.
                              .5      Solvents & cleaners: as recommended by sealant
                                      manufacturer.
                              .6      Bond Breaker: pressure sensitive polyethylene
                                      tape, as recommended by sealant manufacturer.

                        .4    Thoroughly clean all joint surfaces of dust, paint, loose
                              matter, rust, grindings, oil, greases, etc. and dry surfaces.

                        .5    Prepare concrete, masonry, glazed and vitreous surfaces to
                              sealant manufacturer‟s instructions. Mask adjacent
                              surfaces prior to priming and caulking.

                        .6    Apply primer, joint filler, bond breaker and sealant to
                              sealant manufacturer‟s instructions. Form surface of
                              sealant with full bead, smooth, free from ridges, wrinkles,
                              sags, air pockets, etc. Neatly tool surface to a slight
                              concave joint.

                        .7    Apply sealant to joints locations as follows:
                              .1     Around all door frames and windows - Type 1.
                              .2     Around all grilles, louvres and other openings in
                                     exterior walls - Type 1.
                              .3     Junction of toilet fixtures, sinks, showers and
                                     bathtubs with walls and floors - Type 2.
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                              .4    Control joints in masonry walls, concrete slabs and
                                    all other joint locations as indicated on the
                                    drawings.
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City of Surrey             Doors and Windows                        Division 8
Parks Washroom               (short version)                           Page 1
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08100 Metal Doors
and Frames              .1    Coordinate all work under this Section with that of
                              Section 08710 - Finish Hardware.

                        .2    Metal Doors:
                              .1     Commercial quality, cold rolled, roller levelled
                                     sheet steel to ASTM A653-ZF001 with
                                     factory-applied W25 zinc coating.

                              .2     Minimum steel core thickness 1.5 mm (15 ga.) with
                                     vertical rod steel stiffened core c\w batten insulation
                                     in between. Door to be morticed and adequately
                                     re-inforced for hardware, including 2.6 mm thick
                                     internal re-inforcing strip for door closers, where
                                     required. Seams to be spot welded. Door thickness
                                     and sizes as scheduled.

                              .3     CWS Series (i.e. Continuous Welded Series, by
                                     Shanahan‟s) - Doors to be 3‟-0 x 6’-8” x 1 ¾”
                                     undercut 3/4”, C/W push, pull, kick, deadlock, 3
                                     butts, anti-pry plate and closer, as noted on the
                                     Architectural Drawings. Include 6” x 6” self-
                                     adhered/screwed aluminum pictograph signs
                                     indicating wheelchair accessible men‟s and
                                     women‟s washrooms mounted 5‟-0 above slab and
                                     centred on doors.

                              .4     Metal Frames:
                                     .1     FW Series (i.e. Shanahan‟s) Commercial
                                            quality, pressed cold rolled sheet steel with
                                            factory-applied W25 zinc coating, minimum
                                            steel core thickness 1.6 mm (16 ga.). Frame
                                            thickness and sizes as scheduled.
                                     .2     Anchors: 1.6 mm thick min. steel, standard
                                            type for applicable installation or preferred
                                            to have frame installed as masonry is
                                            installed, using approved masonry anchors.
                                     .3     Guard boxes: 0.8 mm thick min. steel.
                                     .4     Door bumpers: black neoprene double stud,
                                            removable for replacement.

                              .5             Install doors and hardware in accordance
                                             with hardware templates and manufacturer‟s
                                             instructions. Prep Door and Frame for electric
                                             strike plate. Approved Electric Strike made
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City of Surrey             Doors and Windows                        Division 8
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                                           by RCI (i.e. Rutherford Controls) #L6514
                                           c/w ANSI faceplate.


                              .6    Adjust operable parts for correct function.
                                    Maximum edge clearances shall be as follows:
                                    .1     Between door and frame at heads and jambs:
                                           3.0 mm (1/8”)
                                    .2     At sills without thresholds: 25 mm (1”)
                                    .3     To washroom cubicles: see drawings.

08305 Access Doors:
                              .1    Fire Rated Attic Access door is to be installed in
                                    Ceiling of Service room, as per drawings. Access
                                    door to be painted same colour as other metal is
                                    painted within the inside of the building.

08700 Finish Hardware         .1    Submit 4 sets of shop drawings to the Owner prior
                                    to shipping. No installation is permitted until so
                                    directed by the Owner.

                              .2    Store finish hardware in locked, clean, dry area.
                                    Include two sets of necessary tools to adjust all door
                                    closers and locksets.

                              .3    Door Hardware:
                                    All locks to be keyed to existing Mul-T-Lock
                                    System for Surrey Parks, Recreation & Culture
                                    facilities. Obtain details from the lock manufacturer
                                    prior to ordering. Supply four keys per lock. Final
                                    re-keying to be responsibility of Parks Department.
                                    Standards of acceptance:

                                    .1     Dead bolts: Schlage B660 (or B250, To be
                                           confirmed with City prior to ordering) in
                                           colour 626 (Silver) capable of inserting
                                           Mul-T-Lock Cylinder, ready for City install
                                           at completion of project.
                                    .2     Door closers: LCN 4111 x 689 spring –
                                           Cosh-n-stop, or approved equal (6 req‟d)
                                    .3     Push plates: Hager HA9500 4 x 16 – C32D
                                           or approved equal (6 req‟d)
                                    .4     Pulls: Finger pulls are #GSH961-C32G
                                           (Heavy Duty Flush Pulls), or approved equal
                                           (7 req‟d)
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                                    .5     Kick plates: Hager HA9550 10 x (door
                                           width - 50MM) – C32 D or approved equal
                                           (6 req‟d)
                                    .6     Hinges: Stanley FBB 199 4-1/2” x 4-1/2”
                                           C32D, NRP (i.e. must be heavy duty Ball
                                           Bearing NRP hinges, typical all doors) (6
                                           sets req‟d)
                                    .7     Auto Door Opener: Stanley Magic Access
                                           Door Opener. Install to Manufacturer
                                           installation specifications. (2 req‟d)
                                    .8     Dead Bolt Guards: Supplier is DG
                                           Maclahlan, part #AS-DP1. (6 req‟d).
                                    .9     Allow for weatherstrip/sweep/threshold
                                           <$400 supply allowance.

                              .4    Install all hardware to the following heights, from
                                    finished floor to centre line, unless noted otherwise
                                    on drawings:
                                    .1       Pulls & push plates: 1000 mm (39.4”)
                                    .2       Dead bolts:            1200 mm (47.25”)

                              .5    Adjust all hardware to operate properly, quietly
                                    without undue force. Doors to be opened with force
                                    not exceeding 38N, closers to have closing period
                                    of 3 seconds from 70 deg. open position to the point
                                    75 mm (3”) from the closed position.
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City of Surrey                  Finishes                            Division 9
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09260 Gypsum Board:
                              .1    All drywall must be installed to standards
                                    recommended by drywall manufacturers to achieve
                                    the desired results of a premium commercial
                                    standard. If drywall becomes wet, the effected
                                    areas must be replaced immediately. Also ensure
                                    that drywall is installed to the minimum standards
                                    outlined in the B.C. Building Code (1998) and good
                                    construction practise. All joints to be fire taped and
                                    fire caulking to be applied between drywall ceiling
                                    and walls.

                              .2    Designer to be given min. 48 hours notice for
                                    inspection and approval of Gypsum board and Fire
                                    taping, prior to installation of any Crezon panels,
                                    failure to have inspected and approved will require
                                    Crezon Panels to be removed and reinstalled at no
                                    expense to the City.


09900 Painting                .1    Work under this section includes supply of all
                                    labour, equipment and materials necessary to prime
                                    and cover the surfaces of the building, services and
                                    accessories not otherwise protected or covered with
                                    paint, as per the finish schedule and drawings.

                              .2    All work shall be by a qualified painting contractor
                                    employing skilled painters, and all work and
                                    materials shall conform to the standards of the
                                    Canadian Painting Contractors Assn. Manual (latest
                                    edition).

                              .3    Inspect and accept, or advise Contractor to correct,
                                    condition of all surfaces prior to start of work.
                                    Inspections by the Designer to take place after
                                    primer installed, after first finish coat is installed
                                    and after final finish coat is installed. Failure to call
                                    for inspection with min. 48 hours notice may
                                    require additional coats of paint to be installed at no
                                    cost to the City.

                              .4    Surface Preparation: All areas to be cleaned, sanded
                                    and free of dust prior to painting surfaces. Prepare
                                    surfaces as per paint materials manufacturer‟s
                                    recommendations, C.P.C.A. standards and as
                                    follows:
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                                    .1     Wood Surfaces: Use vinyl sealer over knots
                                           resinous areas; apply wood paste filler to
                                           nail holes and cracks; tint filler to match
                                           stains for stained woodwork.
                                    .2     Galvanized and Zinc-Coated Metals,
                                           Aluminum and Copper: clean, wash with
                                           xylene solvent and apply etching primer.
                                    .3     Concrete Floors: ensure concrete fully
                                           cured a min. of 28 days. Clean concrete, as
                                           per paint Manufacturer specifications (i.e.
                                           acid etch and/or wash with T.S.P. solution as
                                           specified), rinse with clear water and let dry.
                                    .4     Masonry and Concrete Surfaces: ensure
                                           concrete fully cured. Clean, wash with
                                           T.S.P. solution, rinse with clear water and
                                           let dry.
                                    .5     Metal Surfaces: clean all dirt, oil and
                                           grease, and remove all rust and scale down
                                           to bare metal. Wash with xylene solvent.
                                           Touch-up shop primed surfaces with alkyd
                                           metal primer.

                              .5    Finishes: apply to manufacturer‟s directions and
                                    C.P.C.A. standards.
                                    .1     Wood (paint finish): Exterior Primer plus
                                           two coats Exterior Acrylic Latex semi-gloss
                                           Finish.
                                    .2     Concrete Block Walls: one coat latex block
                                           filler, two coats Cloverdale 0212301 (Base
                                           to be confirmed with Manufacturer -
                                           Exterior Premium Latex – confirm if to be
                                           semi-gloss finish.
                                    .3     Factory Primed Steel: one coat Cloverdale
                                           speed 15910 primer, two coats Cloverdale
                                           acrylic latex h.p. deep base 02011
                                    .4     Galvanized and Zinc-Coated Metals,
                                           Aluminum and Copper: as above Use also
                                           on all exterior and interior metal doors and
                                           frames and non-prefinished metal flashings.
                                    .5     Powder Coats: as per Parks Department
                                           requirements.
                                    .6     Other Metal: Paint as per paint schedule.


                              .6    Equipment, Millwork:
                                    .1    Paint all exposed conduits, pipes, and other
                                          mechanical and electrical equipment
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                                           occurring in finished areas, as well as inside
                                           cupboards and millwork.
                                    .2     Paint all conduits, pipes, ductwork, plywood
                                           backboards and unfinished equipment
                                           occurring in mechanical and electrical
                                           rooms.
                                    .3     In other unfinished areas, leave equipment,
                                           conduits, pipes, etc. in original factory
                                           finish. Touch-up any scratches.

                              .7    All colours to be selected by Owner, with finish
                                    schedule to be issued after consultation with
                                    painting contractor, prior to start of painting.
                                    Contractor to provide 3 Colour boards to be
                                    approved in writing prior to start of painting.


                              .8    Generally paint access doors, registers, covers,
                                    prime coated butts and door closures, ductwork,
                                    exposed electrical conduit, plumbing piping and
                                    suspensions same colour and texture to match
                                    adjacent surfaces. Allow for ceilings, doors and
                                    frames, trim, to be different colour than adjacent
                                    walls, exposed beams, joists and purlins; doors and
                                    frames to be of same colour per unit, although may
                                    differ from trim. Allow for three different colour
                                    schemes each for painting of rooms, doors and
                                    exteriors.
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City of Surrey                 Specialties                         Division 10
Parks Washroom               (short version)                            Page 1
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10100 Metal Compartments
and Cubicles             .1   Toilet Partitions shall be floor-mounted, overhead braces
                              type steel units complete with necessary baked enamel
                              finished hollow steel doors, panels and pilasters, clear
                              anodized aluminum headrails, stainless steel floor shoes
                              and fastening screws, zinc die-cast chrome-polished hinges,
                              door handles to be surface door hardware #TS-120,
                              combination coat hook/bumpers and support brackets, and
                              all other miscellaneous items required. Colour to be #610
                              “Raintree” (i.e. dark green) as provide by Shanahan‟s
                              manufacturer‟s standard colour chart. Sizes as per
                              drawings. Shanahan‟s Ltd. Model O.B. or pre-approved
                              alternate. Approved shop drawings are required before
                              manufacturing.

                         .2   Inspect and accept, or advise Contractor to correct,
                              condition of all surfaces prior to start of work.

                         .3   Fabricate and install all units securely, plumb, level and in
                              proper alignment at the locations shown in strict
                              accordance with the approved shop drawings and
                              manufacturer‟s directions. Isolate all dissimilar surfaces of
                              materials to prevent electrolysis, using building paper or
                              bituminous paint. Proper anchors are to be used into the
                              block walls, no plastic inserts are allowed unless prior
                              approval in writing is obtained.

                         .4   Adjust all hardware to operate properly, quietly without
                              undue force and clean all surfaces.

10800 Washroom
Accessories              .1   Products: all units as manufactured by Bobrick or
                              pre-approved equal:
                              .1     Handicapped Grab Bars: B-4994 600 mm (24”) x
                                     600 mm (24”) x 120o (beside toilet) + B-490 x
                                     600 mm (24”) (behind toilet), 32 mm (1 ½”) diam.
                                     satin finish stainless steel non-slip grip exposed
                                     mounting.
                              .2     Waste Receptacles: supplied by Parks, Recreation
                                     and Culture
                              .3     Toilet Tissue Holders: supplied by Parks,
                                     Recreation and Culture
                              .4     Hand Dryers: Brobrick #B-750 recessed hand
                                     dryer. Connection to power source by Division 16
                                     trade.
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City of Surrey                 Specialties                         Division 10
Parks Washroom               (short version)                            Page 2
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                        .2    Securely fasten all units level, plumb and in proper
                              alignment at locations shown or specified to the following
                              heights, from finished floor to bottom of unit.
                              .1      Rear Grab Bars:                800 mm (31.5”)
                              .2      Side Grab Bars:                840 mm (33”)
                              .2      Toilet Tissue Holders:         635 mm (25”)
                              .3      Hand Dryers:                   815 mm (32”)
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City of Surrey                 Mechanical                       Division 15
Parks Washroom               (short version)                         Page 1
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15400 General           .1    All work or construction shall comply with the latest
                              updates of the BC Plumbing Code, National Building Code,
                              BC Building Code, BC Gas Code and amendments, City of
                              Surrey by-laws and regulations, WCB safety requirements,
                              and all other applicable regulations of authorities having
                              jurisdiction. Refer to Mechanical Drawings for specific
                              details regarding Mechanical Specifications.
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City of Surrey                  Electrical                      Division 16
Parks Washroom               (short version)                         Page 1
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16010 General           .1    All work or construction shall comply with the latest
                              updates of the Canadian Electrical Code, National Building
                              Code, BC Building Code, BC Gas Code and amendments,
                              City of Surrey by-laws and regulations, WCB safety
                              requirements, and all other applicable regulations of
                              authorities having jurisdiction. Refer to Electrical
                              Drawings for specific details regarding Electrical
                              Specifications.

				
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