ROOF RESTORATION - Vancouver....1 SLOPED CEDAR SHAKE ROOFING – ALL SLOPED ROOFS .1 The work under this section is applicable to all the sloped roofs on the building complex i.e

ROOF RESTORATION

STANLEY PARK PAVILLION RESTAURANT 610 Pipeline Road,

Vancouver, BC

OWNER: City of Vancouver 453 West 12th Avenue Vancouver, BC V5Y 1V4 CONSULTANT: Apex Building Sciences Inc. Phone: 604-575-8220 E-Mail: [email protected]

Stanley Park Pavillion 610 Pipeline Road Vancouver, BC Project No. 5615

Table of Contents Section 00 01 10Page 1/1

February 7, 2017

Apex Building Sciences Inc.

DIVISION 00 City of Vancouver documents DIVISION 01 01 11 00 Summary of Work .................................................................................................................... 5 01 40 00 General Requirements .............................................................................................................. 5 01 45 00 Quality Control ......................................................................................................................... 1 01 54 23 Scaffolding ............................................................................................................................... 3 01 70 00 Clean-Up & Contract Close Out ............................................................................................... 4 DIVISION 02 02 41 00 Demolition ................................................................................................................................ 2 02 85 00 Mould Removal ........................................................................................................................ 1 DIVISION 06 06 01 10 Rough Carpentry ...................................................................................................................... 3 DIVISION 07 07 13 26 Self Adhesive Membrane ......................................................................................................... 3 07 31 29 Cedar Shingle/Shake Roofing .................................................................................................. 3 07 60 00 Flashing and Sheet Metal ......................................................................................................... 2 07 71 23 Gutters & Downspouts ............................................................................................................. 2 07 92 00 Joint Sealants ............................................................................................................................ 3 DIVISION 09 09 90 00 Paint ........................................................................................................................................ 10 DETAILS ................................................................................................................................................... 17 DRAWINGS ................................................................................................................................................ 5 Refer to List of Details & Drawings

END OF TABLE OF CONTENTS

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Stanley Park Pavillion

610 Pipeline Road

Vancouver, BC

Project No. 5615

Summary of Work

Section 01 11 00

Page 1/5

February 7 , 2017


PART 1 GENERAL

The Contractor shall furnish all labour, materials and equipment to perform the restoration work on the sloped

roofs and flat roofs of the restaurant building located at 610 Pipeline Road, Vancouver, BC. The extent of the

Work is as indicated on the drawings and details and in the specifications prepared by the Consultant.

Following are some general notes for the owners & contractor

1. Existing construction materials may contain hazardous materials. Refer to the Sure Hazmat

and Testing’s report for further information (reports attached) and COV (City of Vancouver)

Hazmat Summary and Abatement Requirements. COV to take care & disposal of any

hazardous material.

2. No inside access unless to protect the interior and / or clean as required.

3. The roof replacement schedule will be submitted by the bidding contractors with the bid package on

closing day, with clarifications and further definition from the project manager.

4. The contractor must review the site conditions and allow for the repair and/or restore damaged area

(cladding, landscaping, lawns, shrubs, etc.) if done during roof restoration job per the current

Vancouver Building By-law.

5. The Contractor is responsible for the removal and reinstallation of all items attached or fixed directly

to the work areas.

6. Prior to commencement of any work, the Contractor is required to photograph, measure, record the

location and arrangement of all existing building components and landscaping that may be affected,

moved and replaced in any shape or form. Submit a copy to the Consultant for future reference.

7. Authorization from the Consultant is required prior to commencement of any work beyond the scope

of work or work related to Time & Material.

8. The Contractor is responsible to supply and maintain construction barriers around work areas at all

times. Access for building, garbage removal, emergency routes, and parking in areas not affected by

the work must be maintained at all times. Supply, install and maintain traffic lights, signage, mirrors

and flags- people as necessary to ensure smooth traffic flow through the work areas.

9. Contractor to provide temporary power on-site to perform items in the scope of work.

10. The contractor and others must confirm all conditions & dimensions on site. Apex Building Sciences

Inc. accepts no responsibility for inconsistencies between the drawings and the actual building.

11. New roofing to be installed to meet current Vancouver Building By-law & RCABC roofing standards.

12. Roofing Contractor must be certified installer of the respective roofing material manufacturer.

13. Under base bid: Roofers to include the price of the 5 Year RCABC Roof Star Warranty excluding

inspection costs. Roofing inspection cost to be paid by COV. Roofing inspection firm to be Apex

Building Sciences Inc. Contact Apex Building Sciences Inc. @ 604-575-8220.

14. Roofers to always maintain minimum 2 crews on site.

15. City of Vancouver to cover (take care of) the power lines if any.

16. The Contractor is to provide a two year warranty on all labour and material.

17. Read Jones Christoffersen (RJC) Ltd. is being hired by COV (City of Vancouver) for this project as

structural engineers to provide inputs for the seismic upgrade to the existing roof. Please refer to all the

documents provided by the RJC Ltd. It is the responsibility of the contractor to ensure that all the items

listed in the RJC documents must be met and implemented on the roof.


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February 7 , 2017


18. Work will proceed as weather permits.

19. Roofers must ensure that all exposed roof (if any) after the completion of the work day is properly

protected against any water ingress. Any damage resulted due to roofers negligence to be paid / fixed

by roofers. If tarp is to be used by roofer’s then it must be of brown colour only.

PART 2 SCOPE OF WORK

Without limiting the generality of the foregoing, the following items are included in the scope of work of this

Contract. Generally, retrofit work will be carried out at, but not limited to, the following locations:

.1 SLOPED CEDAR SHAKE ROOFING – ALL SLOPED ROOFS

.1 The work under this section is applicable to all the sloped roofs on the building complex i.e. on the

lower sloped roofs (at 1st level) & upper sloped roofs.

.2 Two types of sloped roof assemblies exist on the building complex:

1. Sloped Roof Type 1

i. Existing cedar shakes, existing roofing felt, existing nailers strips, existing roof rafters,

existing attic space.

2. Sloped Roof Type 2

i. Existing cedar shakes, existing roofing felt, existing wood decking, existing roof rafters

/ framing, existing attic space.

.3 At Sloped Roof Type 1:

1. Remove and dispose of all existing cedar shakes.

2. Remove & dispose of existing roofing felt.

3. Retain the existing nailers strip.

4. If existing nailers strip is damaged or deteriorated then replace it with new nailers strip. Size

of new nailers strip to match existing nailers strip. This work to be carried out under Time &

Material.

.4 At Sloped Roof Type 2:

1. Remove and dispose of all existing cedar shakes.

2. Remove & dispose of existing roofing felt.

3. Retain the existing wood decking.

4. If existing wood decking is damaged or deteriorated then replace it with new wood decking.

Size of new wood decking to match existing wood decking. This work to be carried out under

Time & Material.

.5 Remove & dispose of existing EPDM membrane at built-in gutter locations (where applicable).

.6 Remove and dispose of existing plumbing stacks, roof jacks, vents, etc, on the sloped roofs.

.7 The roofing contractor is required to verify types, locations and numbers of existing plumbing stacks,

roof jacks, vents, etc.

.8 Retain all existing wood fascias. Re-paint all the wood fascias.


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.9 Replace the damaged/deteriorated wood fascia with new wood fascia. Size of new wood fascia to

match existing. This work to be carried out under Time & Material.

.10 At Sloped Roof Type 1 & Type 2:

1. Supply & install new 1/2" exterior grade plywood sheathing on top of existing nailer strips

(sloped roof type 1) or on top of existing wood decking (sloped roof type 2) per documents

and specifications provided by RJC Ltd.

2. Replace missing or damaged wood nailers as required with new materials on time and material

basis.

3. If required, install new additional pieces of wood strapping on Time & Material basis.

4. Size of new wood strapping to match existing.

5. Ensure that existing wood strapping / wood decking is properly attached to the wood framing

below.

6. Refer to documents provided by RJC ltd. for all additional information needed to structurally

upgrade the existing roof.

.11 Paint all the exposed new roof sheathing. Colour of the paint to be chosen by owners.

.12 Supply and install new plumbing stacks, roof jacks, vents etc. at original locations and at any new

locations, if required. Size and profile to match existing.

.13 Supply and install new pre-finished metal flashings, valley flashings, gable flashing and transition

flashings.

.14 Supply and install new prefinished metal roof diverters at all sloped roof eave to building wall

interfaces and at all gable fascia ends.

.15 Supply & install new min. 60 mil. EPDM membrane at built in gutter locations (where applicable).

.16 Supply& install new gutters & downspouts at all the respective locations. Clean outs at the bottom of

downspouts as per specifications.

.17 Supply and install new roofing felt (minimum # 30).

.18 Supply & install new cedar shakes approved by current VBBL & RCABC.

NOTE: New cedar shakes must be pressure impregnated fire retardant treated. The new cedar

shakes assembly system must be Class A roofing system.

.19 Supply & install new ice and water protection membrane at all eaves and valley protection at valleys.

.20 At sloped roof to building exterior wall transition locations:

1. Head Flashings - Cut & dispose of existing siding min. 6" up wall as required to tuck the new

metal head flashings behind the existing siding & existing sheathing membrane. Install the

new metal head flashing with continuous bead of sealant on top (back side). Try to install new

metal flashing to have a positive overlap from the existing sheathing membrane. The size of

new flashings, must be per RCABC standards. Also, save the existing roofing to lap over new

roofing felt. Lap and seal the existing roofing felt over new roofing underlayment to ensure a

positive lap.


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2. Step Flashings - Cut & dispose of existing siding min. 6" up wall as required to tuck the new

metal step flashings behind the existing siding & existing sheathing membrane. Install the

new metal step flashing with continuous bead of sealant on top (back side). Try to install new

metal flashing to have a positive overlap from the existing sheathing membrane. The size of

new flashings, must be per RCABC standards. Also, save the existing roofing to lap over new

roofing felt. Lap and seal the existing roofing felt over new roofing underlayment to ensure a

positive lap.

3. Colour of new metal head flashing and metal step flashing to match cladding colour.

.21 At Window Sill Location: Do not remove the existing window as existing g window to remain in

place. Remove & dispose of existing metal sill flashing. Supply & install new gum lip metal sill

flashing. Save existing sheathing membrane (if any) to lap over new roofing felt. Supply & install

new S. A membrane between existing sheathing membrane & roofing felt. Refer to Apex's detail for

more info.

.22 Cedar shakes, eave protection membrane, valley protection membrane and roofing felt to be approved

materials from the RCABC manual.

.23 New cedar shakes must project 1 ½” beyond the fascia and over the rake or gable ends.

.24 Paint all plumbing stacks, vents, & flashings to match cedar shake colour. Requirements for additional

roof venting to be determined by the Consultant.

.25 Close the existing gable vent to minimize the "Bat" movement for the attics.

.26 Supply & install new attic vent such as to provide ventilation minimum 1/300 of the insulated ceiling

area. Ventilation must meet the minimum requirements of the current VBBL. Provide new AF92

vents.

.27 Supply and install new ridge vent and new ridge cap cedar shake at all sloped roof location wherever it

is possible. Create a space in new roof sheathing at ridge location for required ventilation per ridge

vent manufacturer’s requirement and recommendations. If ridge venting is not possible (at some

locations) then provide AF92 vents.

.28 Colour & pattern of the new cedar shakes to be selected by the owners.

.29 Wash out and clean all gutters at the end of roof restoration work.


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PART 3 ALTERNATE PRICE ITEMS

N/A

PART 4 SEPARATE PRICE ITEMS

N/A

PART 5 TIME AND MATERIAL WORK

.1 Removal and replacement of all water damaged, wet, decayed and deteriorated sheathing and framing

members, damp or mouldy insulation, damaged vapour barrier and interior repairs will be performed

on a time and material basis unless specifically noted otherwise on the drawings, details, or

specifications.

.2 Materials requiring replacement must be inspected by the Consultant prior to removal. The Consultant

will provide written authorization to proceed with the removal and repair of the various areas and

approximate quantities will be recorded.

.3 The Contractor will submit to the Consultant at each site visit for approval, a detailed summary of the

hours and materials required to repair the various decayed or deteriorated areas. Each daily work

record shall have the labour hours and rates extended and an estimate of the material costs. Provide

weekly cost updates to the Consultant.

.4 Where a worker’s hours are charged to the additional work, the worker must be employed directly by

the Contractor and possess the required qualifications to qualify for the rate class being applied to his

hours (i.e. Trade Qualification). The Consultant may, at his discretion, approve a worker’s

qualifications based on a resume listing suitable work experience and references. The Consultant may

also require the Contractor provide proof of employment for each worker.

END OF SECTION


General Requirements Section 01 40 00Page 1/5

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.1 PERMITS

.1 The Consultant will apply for and obtain, on behalf of the Owner, the required Building Permit. The Client is responsible for payment of these fees.

.2 Any additional permits required for the performance of the Work including but not limited to rental of City property, street meter rental, hoarding permits, etc. will be the responsibility of the Contractor.

.2 REGULATORY REQUIREMENTS

.1 All work shall be performed in accordance with the latest edition of British Columbia Building Code / Vancouver Building Bylaw including all published revisions, addenda and bulletins.

.3 PROTECTION

.1 Construction Safety

The Contractor will:

.1 Be responsible for all safety measures in connection with all construction work particularly where workers are exposed to mould during the removal of decayed materials.

.2 Comply with all municipal, provincial and federal laws concerning construction safety.

.3 Provide, maintain and remove on completion, barriers, hoarding and warning signs for the protection of the workers and the public as approved by the Consultant and in accordance with all applicable regulations.

.4 Maintain access to all exits, stairways and emergency exits for the building occupants.

.2 Hoarding


.1 Provide suitable barricades or temporary fencing at ground level to the perimeter of the work area to prevent public access to the work area.

.2 Where working over a pedestrian pathway, emergency exit or roadway, provide covered hoarding to prevent damage to property or injuries from falling objects.

.3 Maintain and remove on completion of the work.

.3 Protection of Off-Site and Public Property

.1 The Contractor will protect surrounding private and public property during the performance of the Work and be responsible for damage incurred.

.4 Protection of Building Finishes and Equipment


.1 Protect existing pavements, landscaping, finished surfaces, equipment and utilities during the performance of the work and make good any damage to the Owner’s approval at no cost to the Owners.

.2 Provide dust screens where required to localize dust generating work.

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.3 Provide drop sheets and poly protection to all interior suite surfaces when working within suites.

.5 Fire Protection


.1 Provide and maintain temporary fire protection equipment during the performance of the work as required by insurance agencies or governing codes and regulations.

.2 Ensure all existing fire exits are maintained at all times.

.3 Where existing fire alarm wiring is damaged during the restoration work, arrange to have the wiring repaired immediately by the building’s fire alarm maintenance firm.

.4 ENVIRONMENTAL CONTROLS

.1 Weather Enclosures


.1 Provide protection against wind, rain and snow so as to maintain work, materials, equipment and property free from injury or damage and as necessary to ensure work is performed expeditiously and in accordance with the agreed schedule.

.2 Provide scaffold mesh to vertical surfaces of scaffold. Provide tarps or shrink wrap to top of scaffolding to form a roof over the enclosure. Erect all materials in a neat and orderly manner, adequately restrained to minimize noise from wind.

.3 Maintain until the Work is complete. .5 CONSTRUCTION AIDS

.1 Scaffolding


.1 Provide and maintain scaffolding, ramps, ladders, platforms and temporary stairs as required to perform the Work. All equipment must conform to WCB requirements including design and certification by a professional engineer.

.2 Scaffolding must be installed so as not to impede the cladding installation and such that the work can proceed in a continuous manner.

.3 Only use frame scaffolding. Attachment points to the building must be kept to the minimum allowable by the WCB and certifying engineer. If an alternate form of scaffolding is required to perform the work, the Contractor must review the situation with the Consultant and receive written permission from him before proceeding.

.4 Locate all equipment so as not to impede access into and out of the building by its occupants.

.2 Hoisting

.1 The Contractor will provide hoisting equipment as necessary to facilitate the delivery and lifting of materials or equipment.

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.6 TEMPORARY FACILITIES, UTILITIES

.1 The Contractor will provide and pay for a site trailer with power, telephone and heat at a location approved by the Consultant. Provide a plan table or desk and adequate space for the review of the plans and specifications by the contractor and Consultant. Provide a separate room or separate trailer for use as a lunchroom and tool and equipment storage.

.2 The Contractor will make arrangements for sanitary facilities and disposal bins as required.

.3 The Owner will provide a source of potable temporary water and power. .7 ACCESS & STORAGE

.1 Access to the site must be confirmed with the Owner through the Consultant.

.2 No parking of the Contractor’s or workers’ vehicles will be permitted on site.

.3 Areas for storage of materials must be coordinated with the Consultant. .8 WORKING PERIODS

.1 The Contractor will attend the site during normal daytime working periods, as permitted by the City regulations, and no restriction will be made on the general continuity of the work. If a major restriction on operation is required due to unforeseen circumstances, it shall be recorded and signed for by the Owner’s representative and subject to additional cost.

.2 No work permitted before 7:30 a.m. or after 6:00 pm on any workday. Saturday, Sunday and statutory holiday work is allowable ONLY by prior written permission of the Owner or the Owner’s representative.

.9 QUALITY CONTROL

.1 Inspections

.1 Inspections will be performed by the Consultant and all costs paid by the Owner.

.2 The Contractor will provide timely notice for items requiring the inspection of a Structural Engineer.

.3 If the Contractor covers work before an inspection has been performed by the Consultant, the Consultant may order the work be uncovered for inspection at no cost to the Owner.

.4 If the Consultant suspects that any part of the work has not been completed in accordance with the Contract Documents, he may order the area to be uncovered for inspection. If any work is found that is not in accordance with the Contract Documents, the Contractor must repair the work and pay for the costs of inspection and correction.

.2 Rejected Work

.1 The Contractor will remove defective work, whether the result of poor workmanship, use of defective products or damage and has been rejected by the Consultant as failing to conform with the Contract Documents. Replace and re-execute the work in accordance with the Contract Documents at no cost to the Owners.

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.10 CLEAN UP


.1 Maintain the site in a clean condition to the satisfaction of the Consultant. Debris from the work area and surrounding areas must be removed daily. Contractor to provide a garbage bin for disposal of all waste. At no time may the building garbage bin be used. Location of the bin to be confirmed with the Consultant.

.2 Remove waste materials from the site on a regular basis.

.3 Failure by the Contractor to maintain a clean work site may result in cleaning and removal of waste materials removed at the Contractor’s expense.

.11 CONSTRUCTION SIGN

.1 Signage erected for any other purpose other than construction safety must receive prior approval of the Owner and Consultant.

.12 SUBCONTRACTORS

.1 Subcontracting all or part of the Work will not be permitted without the prior written consent of the Consultant.

.2 The Contractor will be held responsible for the work performed by any subcontractor and will coordinate and supervise the work to ensure it is carried out in accordance with the Contract Documents.

.13 MATERIALS

.1 All materials will comply with the items specified in the various trade specifications unless specific written approval has been obtained from the Consultant authorizing the use of alternate materials.

.2 All materials to be incorporated into the work will be new, not damaged or defective and of the best quality compatible with the specifications or purposes intended.

.3 Removal and reinstallation of existing materials is permitted only where identified in the specifications and scope of work.

.4 Conform to WHMIS requirements for the storage and handling of hazardous materials. .14 WORKMANSHIP

.1 Workmanship must be of the best quality, executed by workers experienced and skilled in the respective duties for which they are employed. The Contractor will notify the Consultant immediately if required work is impractical to produce required results.

.2 The Contractor must not employ any person unfit or unskilled to perform their required duties. The Consultant reserves the right to request dismissal from the site workers deemed incompetent, careless, insubordinate or otherwise objectionable.

.3 The Contractor must ensure cooperation of workers on site. Maintain efficient and continuous supervision.

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.15 SUPERVISION AND COORDINATION


.1 Assign a foreman or superintendent to the project who will remain on site full time and supervise all of the work until completion of the project. The supervisor may be a working foreman.

.2 Coordinate all work areas including storage and delivery of materials so as to produce as little disruption to the occupants of the buildings as possible and to minimize the spread of waste, debris and dust.

.3 Provide adequate supervision to ensure all work is performed in accordance with the Contract Documents and to best standards of workmanship.

.4 Maintain at the job site one copy of the contract drawings, details, specifications and addenda, shop drawings, change orders, change notices, field review reports, WCB safety program, building occupant safety program.

.16 SCHEDULE


.1 Provide a schedule for the Consultant’s review in bar chart form indicating each trade or activity. Provide a separate line for each activity and a horizontal scale indicating the first work day in each week.

.2 Update the schedule monthly. .17 FINAL CLEAN UP

.1 The Contractor will ensure all work areas are adequately cleaned of all dirt and debris and left in acceptable condition comparable to the condition prior to the start of the work.

.2 All new materials, existing windows, railings, and remaining existing materials are to be cleaned of all dirt, paint, handprints, etc.

.18 WARRANTIES, RECORD DRAWINGS AND PHOTOGRAPHS

.1 The Contractor must maintain one clean set of plans on site for the purpose of recording all decay and deterioration, structural repairs and locations of any concealed services.

.2 The Contractor must record all observed defects and deterioration and provide a photographic record of all observations. Photos may be digital format. Provide one set of photographs or electronic media for the Consultant.

.3 The Contractor must provide one set of record drawings to the Consultant at the end of the project.

.4 The Contractor must provide one copy of each warranty required by the specifications to the Consultant at the end of the project.

.5 The Consultant may retain an additional hold back of $10,000 until all of the information listed above is provided.

END OF SECTION

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Quality Control Section 01 45 00Page 1/1

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.1 GENERAL INSTRUCTIONS

.1 All specified and required testing to be paid for by the Contractor including but not limited to:

.1 Inspection and testing required by laws, ordinances, rules, regulations, or orders of public authority.

.2 Testing and inspection to provide specified guarantees.

.3 Inspection and testing performed exclusively at the Contractor’s convenience.

.4 Tests to be carried out by the Contractor under the supervision of the Consultant.

.2 All testing agencies shall be subject to the approval of the Consultant.

.3 Contractors shall cooperate with the laboratory to facilitate the execution of its required services.

.4 Employment of the laboratory shall in no way relieve the Contractor’s obligations to perform the work of the contract.

.5 Where tests or inspections by designated testing laboratory reveal work not in accordance with contract requirements, the Contractor shall pay the costs for additional tests or inspections as may be required to verify acceptability of corrected work.

.2 CONTRACTOR’S RESPONSIBILITIES

.1 Cooperate with laboratory personnel, provide access to work, and to manufacturers’ operations.

.2 Secure and deliver to the laboratory adequate quantities of representational samples of materials proposed to be used and which require testing.

.3 Provide to the laboratory the preliminary design mix proposed to be used for concrete and other materials mixes which require control by the testing laboratory.

.4 Furnish copies of products’ test reports as required.

.5 Furnish incidental labour and facilities:

.1 To provide access to work to be tested.

.2 To obtain and handle samples at the project site or at the source of the product to be tested.

.3 To facilitate inspections and tests.

.4 For storage and curing of test samples.

.6 Notify laboratory sufficiently in advance of operations to allow for laboratory assignment of personnel and scheduling of tests.

.7 When tests or inspections cannot be performed after such notice, reimburse Owner for laboratory personnel and travel expense incurred due to the Contractor’s negligence.

.8 Employ and pay for the services of qualified independent testing laboratory to perform additional inspections, sampling and testing required when initial tests indicate work does not comply with Contract Documents.

END OF SECTION

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Scaffolding Section 01 54 23Page 1/3

February 7, 2017


PART 1 GENERAL

.1 SCOPE OF WORK

.1 The work in this section includes but is not limited to:

.1 Designing supplying, erecting and maintaining scaffolding to facilitate restoration work including all bracing, tie backs, outriggers, guardrails, toe boards, platforms, access stairs and ladders.

.2 Fabrication and installation of hoarding.

.2 Performing daily safety inspections of the scaffolding throughout the progress of the work, and maintaining the safety of the workmen and pedestrians.

.3 Designing, supplying, erecting and maintaining hoarding to protect public, workers, owners, tenants and private property from injury or damage.

.4 When required, providing a weather tight enclosure for scaffolding and maintaining required temperature with proper ventilation.

.5 Obtain/provide appropriate permits, licenses, etc. as required.

.2 RELATED WORK AND SECTIONS

.1 Rough Carpentry Section 06 01 10

.3 REFERENCE STANDARDS

.1 CAN/CSA S269.2-M87, Access Scaffolding for Construction Purposes.

.2 ANSI A10.8 – 1988, American National Standard for Construction and Demolition Operations – Scaffolding – Safety Requirements.

.3 The current Building Codes & Municipal By Laws.

.4 Workers Compensation Board of British Columbia.

.5 Occupational Health and Safety Act of British Columbia.

.4 SHOP DRAWINGS

.1 A letter approving the erection of each section of scaffolding by a qualified registered Professional Engineer licensed to practice in the Province of British Columbia shall be on site prior to commencement of the Work.

.2 If required by the Consultant, provide engineered stamped shop drawings of scaffold design and erection prepared by a qualified registered Professional Engineer licensed to practice in the Province of British Columbia.

PART 2 PRODUCTS

.1 All scaffolding components to be free from defect and to be supplied by a qualified scaffolding supply company.

.2 Scaffolding, netting, tarps, motion lights, and stairs.

.3 Lighting provided for scaffolding and security during construction shall be by motion detector sensor or permanent lighting. Review and confirm with the Owners.

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PART 3 EXECUTION

.1 PROTECTION

.1 Provide safety barriers and/or safety ribbon to protect passing pedestrians, owners, tenants and general public in and around the building(s) from all phases of the work.

.2 Protect plants, vegetation and landscaping that might be unnecessarily damaged.

.3 Provide adequate bearing pads at grade level.

.4 Provide proper worker protection during scaffolding erection.

.5 For security as well as to deter climbing by unauthorized individuals, ensure that 12’ of hoarding is provided (or other acceptable security precaution).

.2 INSTALLATION OF SCAFFOLDING

.1 Scaffold design to be adequate to accommodate imposed in-service loading, but not limited to: netting, tarpaulins, workers, tools, equipment, chutes and wind.

.2 Verify that all tie-backs to existing building structure provide adequate support.

.3 Verify that any areas of the existing structure used to support the scaffold can accommodate the additional loading.

.1 Provide design and installation of additional temporary shoring and support when required.

.4 Do not overload the existing structure, soil, concrete slabs, patios or balconies.

.5 Provide sufficient access points complete with ladders or stairs and required railings.

.6 Provide a minimum of one set of stairs and required railings.

.7 Provide adequate guardrails to prevent persons from falling off the scaffolding.

.8 Provide continuous, full width planking complete with cleats.

.1 Clearly identify sections where planning is reduced or temporarily removed for material transportation.

.9 Scaffolding, netting, tarpaulins, chute and similar to be adequately secured to scaffold.

.10 Hoarding frame sections to be adequately secured in place to resist overturn and uplift loads.

.11 Hoarding covers to be adequately fastened to frames to resist scaffold dismantling.

.12 Ensure that all accessories are removed from the building during scaffold dismantling.

.13 Finished cladding at anchor points to match adjacent areas.

.3 FABRICATION AND INSTALLATION OF HOARDING

.1 All hoarding is to be installed in accordance with the rules and regulations set forth in the referenced standards.

.2 Install hoarding protection where shown on the site plan and in accordance with approved shop drawings.

.3 Provide posts, rafters, planking and plywood sheathing.

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.4 The roof structure of the hoarding is to be constructed of wood framing capable of withstanding impact load from falling debris, materials or tools in order to provide overhead protection to public accessing the building during construction. The roof of all hoarding must also be waterproofed.

.5 If necessary, provide sufficient lighting for evening entrance and exit of the building throughout covered walkways to ensure safety and security to public. No dark corners are allowed

.6 Maintain hoarding in good condition at all times.

.7 Repair any damaged hoarding to satisfaction of the Consultant and other applicable authorities.

.8 Keep hoarding clean at all times.

.9 Remove hoarding from site only when authorized by the Consultant.

END OF SECTION

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Clean-up and Contract Close-out

Section 01 70 00Page 1/4

February 7, 2017


PART 1 CLEANING

.1 DESCRIPTION

.1 Execute cleaning during progress of the Work and at completion of the Work, as specified herein.

.2 DISPOSAL REQUIREMENTS

.1 Conduct cleaning and disposal operations to comply with codes, ordinances, regulations and anti-pollution laws.

.2 Dispose of rubbish, debris and waste materials at periodic intervals away from the site in a legal manner.

.3 Store volatile waste in covered, fireproof, metal containers and remove from premises at the end of each working day.

.4 Prevent accumulation of waste which creates hazardous conditions.

.5 Provide adequate ventilation during the use of volatile or noxious substances. Use of building ventilation systems is not permitted for this purpose.

.3 MATERIALS

.1 Use only those cleaning materials which will not create hazards to health or property and which will not damage surfaces. Use as recommended by surface material manufacturer and cleaning material manufacturer. Do not use acid cleaners for masonry or ceramic surfaces or near stainless steel.

.4 DURING CONSTRUCTION

.1 Execute periodic cleaning to keep the Work, the site and adjacent properties free from accumulations of waste materials, rubbish and wind blown debris resulting from construction operations.

.2 Provide on-site containers for the collection of waste materials, debris and rubbish. Remove and dump as required to maintain orderly, neat site. Do not allow overflow of debris onto adjacent property under any condition.

.3 Maintain the Work, including roof and building systems at least on a daily basis, free from accumulations of waste material and debris.

.4 Remove waste materials and debris from site.

.5 Schedule cleaning operations so that the resulting dust and debris and other contaminants will not fall on wet, newly painted surfaces nor contaminate building systems.

.6 Clean interior spaces prior to the start of finish painting and continue cleaning on an as-needed basis until painting is finished.

.5 FINAL CLEANING

.1 Employ only skilled workers for the final cleaning.

.2 Clean site of all materials and debris created by the Work.

.3 Clean up all roofs, and clean all gutters and drains.

.4 Flush clear all drains affected by the work.

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February 7, 2017


.5 Clear grounds and exterior paved areas and leave hosed down and swept and made ready for the Owner’s use.

.6 Prior to the Substantial Performance the Contractor shall conduct an inspection of sight-exposed interior and exterior surfaces and all work areas, to verify that the entire work area is clean.

.7 Remove grease, dust, dirt, stains, labels, fingerprints and other foreign materials from interior and exterior finished surfaces.

.8 Clean lighting reflectors, lenses and related surfaces.

.6 BROKEN GLASS

.1 The Contractor shall replace all damaged, broken and scratched glass resulting from construction operations.

PART 2 PROJECT RECORD DOCUMENTS

.1 RECORD DRAWINGS

.1 The Contractor shall keep one set of white prints of all contract drawings, architectural, structural, mechanical, electrical, plumbing and drainage (all as applicable) including all addenda, revisions, clarifications, change orders and approved shop drawings in the site office and identify them as “record drawings.”

.2 As the Work proceeds, the Contractor’s superintendent or foreman is to record clearly and indelibly in color “as-built” conditions wherever they deviate from the original directions of the Contract Drawings. The deviations to be recorded must include in general, but must not necessarily be limited to, things hidden from view, things of major importance to future operations, maintenance and alterations and/or addition work, detailed requirements in connection with various systems, landscaping, plumbing, mechanical and electrical, as set out in accordance with various sections of the specifications under Division 2, Site Work, Division 15 – Mechanical, and Division 16 – Electrical, as applicable.

.3 The Contractor must sign each drawing with name, company name and date. Deliver two complete sets of As Built drawings to the Owner through the Consultant. Drawing sets to be one 11x17 and one 24x36.

.4 Provide two original complete sets of all shop drawings (eg. windows, railings, canopies) bearing all markings and approvals in good condition.

.5 A holdback of a minimum $5,000.00 from the monies due to the Contractor will be maintained until all the “record drawings” are certified as correct and delivered to the Consultant.

.2 RECORDING

.1 Label each document “PROJECT RECORD” in neat large printed letters.

.2 Record information concurrently with the construction process. (Do not conceal any work until required information is recorded.)

.3 Drawings:

.1 Field changes of dimension and detail.

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February 7, 2017


.2 Changes made by Field Order or by Change Order.

.3 Details not on original Contract Drawings.

PART 3 SUBMITTAL REQUIREMENTS

.1 Assemble warranties, bonds and service contracts executed by each of the respective manufacturers, suppliers and subcontractors.

.2 Number of original copies required: one (1) of each.

.3 Time of submittals:

.1 Make submittals within ten (10) days of Substantial Performance of the Work and prior to final request for payment.

.2 For items of work where acceptance is delayed materially beyond the date of Substantial Performance, provide updated submittal within ten (10) days after acceptance, listing the date of acceptance as the start of the warranty period.

.3 Submit warranties, bonds, service and maintenance contracts as specified in the respective sections of the specification.

.4 Substantial Performance:

.1 At the time of Substantial Performance inspection and prior to the issuance of the Certificate of Substantial Performance, the Contractor will submit to the Owner, where applicable, the following:

.1 A statutory declaration in the form specified in paragraph 5.2.7 of the Supplementary General Conditions to the Stipulated Price Contract.

.2 All required manufacturers’ inspections, certifications, guarantees and warrantees.

.3 Certification by all permit issuing authorities indicating approval of all permitted installations.

.4 Copies of all commissioning and testing reports.

.5 Certification by all testing, cleaning and inspection authorities or associations.

.6 Schedule “C” letters from trades such as railings, windows, etc. as required.

.7 All required “as-built” and “as-installed” drawings.

.8 Certification by the Workers’ Compensation Board that the Contractor and the subcontractors are in good standing.

.9 A statement that all claims and demands for extra work or otherwise, under or in connection with the Contract, have been presented to the Consultant and that the Contractor expressly releases the Owner from all claims and demands, except those made in writing, prior to that date and still unsettled.

.10 A list of items be completed or corrected including the time required to perform the Work as well as the proposed completion date.

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PART 4 FINAL PAYMENT

.1 The Contractor may apply for final payment:

.1 When the entire Work, except those items arising from the provisions of GC 12.3 Warranty, has been performed to the requirements of the Contract Documents.

.2 All building systems have been brought to a state of full readiness for operation in accordance with the Contract Documents, to the satisfaction of the Consultant and the Owner.

.3 All deficient and incomplete work previously identified has been rectified or completed to the satisfaction of the Consultant and the Owners.

.4 All landscaping has been completed in accordance with the Contract Documents to the satisfaction of the Consultant and Owner.

.5 The requirements of GC 3.14, Clean-Up, have been fulfilled.

.6 When the Contractor has submitted to the Consultant the following:

.1 Current certification by the Workers’ Compensation Board that the Contractor and all Subcontractors are in good standing.

.2 Proof of release and discharge of any builders’ or other liens.

.3 If specifically requested by the Owner, satisfactory evidence that all taxes, employment insurance premiums, Canada Pension Plan contributions, duties, royalties and all other monies required by law to be paid by the Contractor, and all Subcontractors have been paid in full.

.4 A statutory declaration in accordance with paragraph 5.2.7 in Supplementary General Conditions to the Stipulated Price Contract.

.7 A deficiency list is to provided by the Consultant attaching a dollar amount to each deficient item and then multiplied by 2 in order to determine the deficiency holdback.

.2 The Contractor shall be responsible for:

.1 All additional costs incurred by the Owner for review and inspection of the Work, where previously identified deficient and incomplete work has not been rectified or completed in a manner satisfactory to the Owner and the Consultant making additional inspections by the Consultant necessary, or where the Contractor has failed to satisfy all requirements set out in paragraph 1.7.1 above and before the date agreed in GC 5.4.4. Such costs shall be deducted from the monies due to the Contractor upon issuance of the final certificate for payment.

PART 5 EXTRA MATERIALS

.1 Wherever extra materials are specified, neatly package and identify and deliver to the Owner’s representative at designated location. Obtain receipt for all items and forward to Consultant as proof of turn over.

END OF SECTION

ISSUED FOR TENDER


Demolition Section 02 41 00Page 1/2

February 7, 2017


PART 1 GENERAL


.1 Summary of Work Section 01 11 00

.2 General Requirements Section 01 40 00

.2 SCOPE

.1 Demolish and remove from site all existing material and equipment as indicated under all sections of this specification and as shown on details and drawings pertaining to:

.1 Miscellaneous flashings & chimney cap flashings

.2 Shingles and roofing felt (sloped roofs)

.3 EXISTING CONDITIONS

.1 Take over structures to be demolished based on their condition at time of examination prior to tendering.

.2 Demolition of spray or trowel-applied asbestos can be hazardous to health. Notify Consultant immediately if this material is discovered in this building.

.4 PROTECTION

.1 Prevent movement, settlement or damage of adjacent structures, services, walks, paving, trees, landscaping, adjacent grades, parts of existing building to remain.

.2 Provide bracing, shoring, and underpinning required.

.3 Provide protective cover to all landscaped areas with polyethylene sheets or tarps to facilitate clean up of all demolition debris.

.4 Make good damage and be liable for injury caused by demolition.

.5 Take precautions to support structures and, if safety of building being demolished or adjacent structures or services appears to be endangered, cease operations and notify Consultant.

.6 Prevent debris from blocking surface drainage inlets and system and elevators and mechanical and electrical systems which must remain in operation.

.7 Occupant safety and security must be paramount to the contractor.

PART 2 EXECUTION

.1 DISPOSAL & SALVAGE

.1 Remove from site demolished materials except where noted otherwise. All salvaged materials become property of the Contractor unless specified elsewhere in the Contract Documents.

.2 Carefully remove designated materials and equipment, and store, protect, and reinstall using qualified tradesmen.

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Demolition Section 02 41 00Page 2/2

February 7, 2017


.2 SAFETY CODE

.1 Unless otherwise specified, carry out demolition work in accordance with Summary of Work . All WORKSAFE BC requirements are to be met.

.3 PREPARATION

.1 Protect electrical and telephone service lines entering buildings, as per rules and regulations of authorities having jurisdiction.

.2 Protect mechanical services in accordance with requirements of local authority having jurisdiction.

.3 Do not disrupt active or energized utilities traversing premises.

.4 PROCEDURES

.1 Demolish partial equipment, services and structures as indicated on drawings.

.2 Remove existing equipment, services, and obstacles where required for refinishing or making good of existing surfaces, and replace same as work progresses.

.3 At end of each day's work, leave work in safe condition so that no part is in danger of toppling or falling. Protect interiors of parts not to be demolished from exterior elements at all times.

.4 Demolish in a manner to minimize dusting. Keep dusty materials wetted.

.5 Carefully remove and lower structural framing and other heavy or large objects.

.6 Selling or burning materials on site is not permitted.

.7 Remove contaminated or dangerous materials from site and dispose of in safe manner to minimize danger at site or at any time during disposal.

.8 Employ rodent and vermin exterminators to comply with health regulations.

.9 Remove and discard vents, plumbing stacks, hoods and grilles, etc.

.10 Remove and dispose of existing roof deck membranes and wood cants.

.11 Remove all decayed wood and wood with fungi or mould.

.12 Remove and dispose of roof flashings, miscellaneous flashings, etc., on all roofs as indicated on the Roof Plan.

PART 3 CLEANUP

.1 Promptly, as the work proceeds, at the end of each day and on completion, clean up and remove from site any wasted material, rubbish, and packaging resulting from the work of this trade. Clean all debris from all landscape areas. All lawns and planting beds are to be free of all debris and foreign materials. Re-grade and rake smooth all lawns and planting beds disturbed by the demolition work, ready for replanting by others.

END OF SECTION

ISSUED FOR TENDER


Mould Removal Section 02 85 00Page 1/1

February 7, 2017


.1 RELATED WORK AND SECTIONS .1 Summary of Work Section 01 11 00 .2 General Requirements Section 01 40 00 .3 Demolition Section 02 41 00

.2 SCOPE

1. Removal of decayed lumber and associated mould growth encountered during the demolition and structural repair work.

.3 WORKER SAFETY AND MOULD

1. The building has experienced water ingress problems and contains various moulds that workers may be exposed to. Contractors involved in the demolition and removal of the existing assemblies or in work that may expose workers to mould are required to consider the potential health risks and protect their workers accordingly.

2. A safe workplace is mandated by law in BC under the Occupational Health and Safety Regulation adopted by the WCB under the authority of the Workers Compensation Act and Workplace Act, the Workplace Hazardous Materials Information System (WHMIS), the Canada Labour Code and Transport Canada’s Transportation of Dangerous Goods (TDG) Act and Regulations. Without proper protection, workers can be exposed to high concentrations of mould. It is important to have an operating procedure that will protect the health and safety of workers that may be exposed to possible fungal contamination in buildings.

3. The mycotoxins from toxic moulds can enter the body via ingestion, inhalation or contact with the skin. Therefore, protecting workers during the remediation work requires that protective measures be taken to protect against all possible routes of exposure.

4. During remediation workers should be protected with:

.1 A full face respirator with an approved disposable HEPA filter. Each respirator must be individually fit tested. A disposable face mask may be used for small localized areas well ventilated to the exterior.

.2 Goggles.

.3 Approved safety footwear and appropriate safety equipment for use during demolition.

.4 A double layer set of gloves, the inner layer being latex or natural rubber, and the outer layer being work gloves of leather.

.5 A washable or disposable cover suit with full headgear and foot covering.

.6 Depending of the size and location of the cleanup ventilation and filtration of the workplace may also be required.

.4 OCCUPANT SAFETY

1. The demolition work can also expose the building’s occupants to the same hazards as the workers.

2. All mould containing materials should be removed and treated from the exterior of the building wherever possible. Should mould removal work be required within the interior of any suite, proper containing measures must be adopted including the use of plastic drop sheets and dust screens plus adequate ventilation. Use only vacuums fitted with HEPA filters to vacuum any debris.

END OF SECTION

ISSUED FOR TENDER


Rough Carpentry Section 06 01 10Page 1/3

February 7, 2017


PART 1 GENERAL



.2 Flashing & Sheet Metal Section 07 60 00

.3 Joint Sealants Section 07 92 00

.2 SCOPE

.1 Supply all labour, materials, and equipment to complete all rough carpentry work as called for on the drawings, or specified herein and as follows:

.2 All grounds, plugs, nailing and screw strips and blocks, and wood roof cant strips, as required for securing the work of other trades.

.3 All wood frame construction of dimensional material and plywood sheathing.

.4 Check all drawings and, where shown or where reasonably required, supply and install blocking, grounds, furring, fire stops, strapping, etc.

.5 All rough hardware, including nails, spikes, lag bolts, metal anchors, ties, straps, clip angles, etc. shown or specified herein.

.6 Felts, building paper and polyethylene sheets.

.7 Co-operate with and attend on all contractors in every way and do all preparing, cutting, and trimming of walls, ceilings, floors, and roof as required for fixing or passage of work of different trades.

.8 Make good all defects and fully complete the rough carpentry.

Note: All wood frame reconstruction work is to be performed on an hourly basis and does not form part of the contract price unless specifically noted otherwise on the drawings or details or specification Section 01 11 00 Summary of Work.

.3 DELIVERY AND STORAGE

.1 Arrange delivery in accordance with the Construction Schedule.

.2 Protect materials from weather while in transit to the job.

.3 Store materials on site in such a way as to prevent deterioration or the loss or impairment of their structural or other essential properties. When necessary, store on raised supports.

PART 2 PRODUCTS

.1 WOOD

.1 All materials delivered to the site shall be new, and shall bear the grade stamp of the manufacturer. Grading shall be in accordance with the rules of the National Lumber Grades Authority.

.2 All dimension lumber (softwood-Species Group "A" or Group "D" where specifically indicated) shall conform to N.L.G.A. 1970 Standard Grading Rules, maximum 12% moisture content, as follows:

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February 7, 2017


.1 Flat Roof Sheathing:

CSA O121-M1978 Douglas Fir Plywood (DFP), tongue-and-groove, exterior, select grade. Thickness is to be 1/2”.

Note: Flat roof sheathing is only to be replaced on a Time and Materials basis, where required to replace damaged or deteriorated sheathing.

.2 Sloped Roof Sheathing:

CSA O121-M1978 Douglas Fir Plywood (DFP), exterior, select grade. Thickness is to be 1/2”.

.2 NAILS

.1 Hot-dipped galvanized nails, minimum 2” long, unless otherwise noted. Nails must conform to CSA B111 for exterior use. Where the contemplated substrate is ACQ pressure treated sheathing or lumber, the nails must be min. G185 galvanized or use #10 x 2” stainless steel flathead wood screws.

PART 3 EXECUTION

.1 INSTALLATION GENERAL

1. Check on drawings for layout and establish batter boards, survey lines, and elevation data provided.

2. Make adequate provision for possible erection stresses.

3. Securely brace members in place to maintain them plumb and true until permanently fixed and held in the structure. All connected members shall provide the strength and rigidity necessary for the purpose for which they are to be used.

4. Erect furring, blocking, and nailing members true to lines and levels and as indicated on the drawings.

5. Unless otherwise required, fastening methods shall be in accordance with the requirements of the BC Building Code 2012. Basically all nails and staples shall be of sufficient length to penetrate at least to half the depth of the member to which it is connected.

6. No cutting or alteration of structural members without prior written approval of Engineer.

.2 WOOD RECONSTRUCTION: FRAMING

.1 Contact the Consultant for review of the wood framing before beginning replacement. All wood reconstruction must conform to the current BC Building Code 2012 or this Specification, whichever is more stringent.

.2 Provide sufficient shoring during wood framing repairs and/or replacement.

.3 Use metal hangers wherever beams or joists are repaired or replaced.

.4 All decayed wood framing is to be removed wherever practical. Decayed joists, beams, plates and studs are to be cut back two feet past the end of the decayed sections.

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.5 Other remaining decayed wood and wood with fungi or mould, must be treated in the following manner:

.1 Cut and/or scrape (with a powered metal brush) to remove all visible decayed wood, fungi, and mould completely.

.2 If there is more than ten percent dimensional loss of the wood member due to fungal attack, remove the wood member and replace with new.

.3 If there is less than ten percent dimensional loss of the wood member due to fungal attack, treat the affected and adjacent wood area with two applications (3 hour interval between applications) of Boracol 10-2BD. Treat the member with two coats of Boracol 10-2BD, allowing sufficient time for the Boracol to dry between coats. Apply the Boracol in accordance with the manufacturer’s recommendations, and only when the wood moisture content is between ten percent and nineteen percent.

.3 PROTECTION

.1 Protect adjacent finishes and surfaces from damage by the work of this or other trades. Existing roofs to be protected during construction and shall not be used for the storage of materials.

.4 CLEAN UP

.1 Promptly, as the work proceeds, and on completion, clean up and remove from site any wasted material, rubbish, and packaging resulting from the work of this trade.

END OF SECTION

ISSUED FOR TENDER


Self Adhesive Membrane Section 07 13 26Page 1/3

February 7, 2017


PART 1 GENERAL

.1 REFERENCE

.1 ASTM D412 Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Elastomers – Tension.

.2 CGSB 37-GP-9Ma-83 Primer, Asphalt, Unfilled, for Asphalt Roofing, Damp Proofing and Waterproofing.

.3 CGSB 37-GP-15M-76 Application of Asphalt Primer for Asphalt Roofing, Damp Proofing and Waterproofing.

.4 CGSB 37.29-M89 Rubber-Asphalt Sealing Compound.

.5 CGSB 37-GP-56M-80 Membrane, Modified, Bituminous, Prefabricated, and Reinforced for Roofing.

.2 STORAGE & HANDLING

.1 Provide and maintain dry, off-ground weatherproof storage.

.2 Store rolls of membrane in upright position.

.3 Remove only in quantities for same day use.

.3 ENVIRONMENTAL REQUIREMENTS

.1 Do not install membrane system when ambient temperatures are at or below 5 degrees C for 24 hours before application, and only during dry conditions.

.2 Minimum temperature for installation of primer is 5 degrees C.

.3 Do not allow membrane to remain exposed longer than 6 weeks.

.4 QUALITY ASSURANCE

.1 Applicator: Company specializing in performing the work of this section with minimum one year documented experience. Provide list of previous projects and references upon request by the Consultant.

PART 2 PRODUCTS

.1 MEMBRANE

.1 The rubberized asphalt self adhesive membrane to meet the following minimum criteria:

.1 Reinforced with a cross laminated polyethylene sheet 4 mils thick.

.2 Membrane is to be 40 mils thick (excluding release film) and must have a release film to protect the adhesive surface.

.3 The membrane system must not show any signs of softening, flow or deterioration at temperatures 70 Celsius or below.

.4 Acceptable products for application to walls behind cladding:

.1 Blueskin SA, manufactured by Monsey Bakor

.2 Perm-a-barrier, manufactured by W.R. Grace

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February 7, 2017


.3 Pre-approved equivalent

.5 Acceptable products for application below parapet flashings and profiled metal roofing (high temperature resistant water and ice protection).

.1 WIP 300 HT by MiraDRI.

.2 Bakor Blueskin PE 200 HT by Monsey Bakor

.3 Safseal 6634 by Safseal Innovations

.4 Protecto Wrap c/w JS 500 Jiffy Seal by Protecto Wrap

.5 Pre-approved equivalent

.2 ACCESSORIES

.1 Primer: High tack SBS rubber based primer: to CGSB 37-GP-9Ma as recommended by manufacturer.

.2 Mastic sealant: As recommended by the manufacturer.

PART 3 EXECUTION

.1 PROTECTION

.1 Cover walls and adjacent work where material is to be stored, transported or used.

.2 Clean off drips and smears of bituminous material and primers off adjacent materials immediately.

.3 At end of each day’s work, provide protection for completed work and materials out of storage.

.2 EXAMINATION OF SURFACES

.1 Examine surfaces to have membrane installed and immediately inform Consultant in writing of defects.

.3 PREPARATION

.1 Protect adjacent surfaces not designated to receive membrane.

.2 Clean and prepare surfaces to receive membrane in accordance with manufacturer’s recommendations. Surfaces are to be clean, dry and free of foreign matter.

.4 INSTALLATION

.1 Install membrane in accordance with manufacturer’s instructions.

.2 Prime areas to receive membrane in accordance with manufacturer’s recommendations. Primer must be dry prior to application of membrane. Membrane must be applied to primed area that same day.

.3 Roll out sheets. Discard wrinkled or bubbled membrane.

.4 Remove release paper layer. Roll out on substrate with a mechanical roller to encourage full contact bond. Use heat gun as required to achieve adequate continuous bond.

.5 Lap sides and ends in accordance with manufacturer’s instructions and with the project details.

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February 7, 2017


.6 Apply membrane as indicated on the details in a shingle fashion lapping horizontal joints (4") 100 mm and vertical joints (6") 150 mm.

.7 Prestrip sheathing paper as required to ensure shingle fashion laps at tie-ins.

.8 Patch deficient areas with membrane extending (6") 150 mm minimum in all directions from affected area. Seal top and sides of patch with mastic.

.9 Extend membrane onto items protruding to or penetrating assembly and seal termination with mastic.

.10 Ensure no membrane or membrane accessories extend to future exterior sealant locations or on finished surfaces. Clean any affected areas as required.

.11 Seal leading edge with mastic at the end of each day’s work.

END OF SECTION

ISSUED FOR TENDER


Cedar Shake Roofing Section 07 31 29.13Page 1/3

February 7, 2017


PART 1 GENERAL

.1 SCOPE

.1 Removal of existing cedar shake / shingles and complete installation of new cedar shakes.



.2 Rough Carpentry Section 06 01 10


.3 QUALITY ASSURANCE & WARRANTY

.1 Quality Assurance - All applications shall be carried out by experienced personnel and in accordance with the manufacturer's specifications, unless otherwise detailed or specified in the contract documents. Roofing applicator must be a manufacturer’s accepted installer.

.2 Warranty - Provide RCABC 5 year warranty. The five year RCABC inspection costs will be paid by the Owners. Include in the base bid price the cost of the five year RCABC warranty excluding inspection costs. Roofing inspection firm to be Apex Building Sciences Inc. Contact Apex Building Sciences Inc. @ 604-575-8220. Provide a 30 year material warranty from the cedar shakes manufacturer for the materials.

PART 2 PRODUCTS

.1 STANDARDS

.1 Conform to the RCABC minimum standards for a 5-year warranty and to the appropriate CSA, CGSB, ULC and ASTM standards for the materials used in the roofing system specified. Materials to be listed in the Accepted Materials List of the RCABC Roofing Practices Manual.

.2 MATERIALS

.1 Cedar Conform to CSA 0118-97 Western Cedars Shakes, Grading audited by an agency Standards accredited by the Standard Council of Canada. Heavy shakes, 100% edge grain, taper split, butt thickness of cedar shake must not be less than 3/4”and not more than 1 1/4" at the end.

.2 Cedar Shakes 18” (maximum 7 ½” exposure)

24” (maximum 10” exposure)

pattern/colour to be chosen by the Owners.

.3 Treatment Pressure Preservative Treatment to CSA 080 Series -97 Fire Retardant Treatment to CAN/ULC –S107 (Class A rating)

.4 Decks Minimum 1”x4” boards spaced to match exposure of cedar shakes.

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February 7, 2017


.5 Roofing Felt To meet RCABC guarantee standards and the Vancouver Building By-law requirements. Organic No. 30 Felt or preapproved equal.

.6 Attic Ventilation Provide vents to RCABC standards and ventilation to the Vancouver Building By-law requirements.

.7 Eave Protection To RCABC Guarantee standards and the Vancouver Building By-law requirements. Apply self adhesive ice & eave protection membrane (Sopralene Flam Stick from Soprema or pre-approved equal)

.8 Nails Large head, corrosion resistant roofing nails(hot-dipped galvanized or stainless steel) to meet RCABC Guarantee standards and the Vancouver Building By-law. Length must be sufficient to penetrate 19 mm(3/4”) into deck. Nails shall have a head diameter of not less than 4.8 mm (3/16") and a shank thickness of not less than 2.0 mm (.083"). The attachment of cedar shake with staples is not permitted.

.9 Sheet Metal Flashings To RCABC standards. Metal valley sheets shall be center-crimed, 24” minimum width and , for maximum life, galvanized flashings shall be painted both sides with a good grade of metal paint and underlaid with a strip of No. 30 (minimum) roofing felt. Metal guage to RGC Guarantee Standards.

PART 3 EXECUTION

.1 EXAMINATION & NOTIFICATION

.1 Examine the condition of all existing surfaces and substrates to which the work of this section is to be applied and ensure that they are adequate for complete and satisfactory installation with true planes, dry and clean. Start of work will imply acceptance that all conditions are satisfactory.

.2 Notify the Consultant 24 hours before beginning roofing installation.

.2 INSTALLATION

.1 Install cedar shakes in accordance with RCABC Guarantee standards.

.2 Install the appropriate vertical upstand flashings at all adjoining walls, curbs and penetrations etc. that adjoin or penetrate the roof.

.3 All valleys to be protected 2 feet minimum up each side and in accordance with RCABC 5 year Guarantee standards, c/w centre water diverter.

.4 Provide eave protection consisting of minimum 1.6mm glass fibre reinforced SBS modified bitumen membrane, extending from the edge of the roof a minimum distance of 36” up the roof to a point not less than 12” inside the inner face of the exterior wall in accordance with the Vancouver Building By-law & RCABC standrads.

.5 Install ice and water shield at all eaves and in valleys for the cedar shakes installation.

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February 7, 2017


.3 CO-ORDINATION

.1 Co-ordinate the work of this section with the work of other related trades.

.4 PROTECTION

.1 Protect the work of this section against damage by others.

.2 Protect the work of other sections against damage resulting from work of this section. Repair and make good, at no extra cost, any damage to other sections caused by this work.

.3 All material which is stored on construction site is to be protected from the weather.

.4 Store combustible materials away from heat and open flame.

.5 CLEAN UP

.1 Promptly as the work proceeds and upon completion, clean up and remove from the site all crating, rubbish, and debris resulting from the work of this section.

END OF SECTION

ISSUED FOR TENDER


Flashing & Sheet Metal Section 07 60 00Page 1/2

February 7, 2017


PART 1 GENERAL

.1 SCOPE

.1 The removal of existing metal flashings and replacement with new metal flashings as indicated on the detail & drawings.





.1 All fabrication and erection work shall be carried out by experienced personnel and in accordance with the RCABC standards (where associated with roofing membranes), unless otherwise detailed or specified in the contract documents.

.4 SUBMITTALS

.1 A sample of each flashing profile and colour to be used shall be submitted to the Consultant for approval prior to fabrication.

PART 2 PRODUCTS

.1 MATERIALS

.1 Hot-dipped galvanized sheet steel to be minimum 0.56 mm (26 gauge) thickness, on details unless noted otherwise prefinished on both sides.

.2 Roof cap, transition and step flashings to be same colour as existing.

PART 3 EXECUTION

.1 EXAMINATION

.1 Examine the condition of all existing surfaces and substrates to which the work of this section is to be applied and ensure that they are adequate for complete and satisfactory installation with true planes, vertical lines. Start of work will imply acceptance that all conditions are satisfactory.

.2 FABRICATION GENERAL

.1 Flashings to be fabricated to profiles indicated on the drawings, or when not shown, to the recommendations as indicated in the Installation Manual of ARCA to use "Drive-Lock" type joints at basically 8’-0” o.c. (Joints line up with any Architectural features where applicable.)

.2 Metal flashings shall be provided to a minimum height of 8” above bottom of cant strips, and higher where indicated on drawings.

.3 Provide flashing to sizes and shapes indicated or required for installation by other trades. Joints must be standing seam or S-lock, unless otherwise indicated. A safety edge must be installed on all cut flashing material. Apply caulking at the seams before fitting pieces together, so that the caulking is hidden (caulking not exposed to weathering).

ISSUED FOR TENDER


Flashing & Sheet Metal Section 07 60 00Page 2/2

February 7, 2017


.3 INSTALLATION

.1 Explosive or other impact actuated fasteners shall not be used to fasten metal flashings. The use of concealed in seam fasteners and concealed clip type fasteners is required. Fastening of metal flashings on the inside or outside face is permitted if no concealed fixing is possible. Caulk in the pilot hole before inserting fastener. Use appropriate screw fasteners in a colour matching the flashing complete with neoprene washers.

.2 New or replaced metal flashings ARE NOT to be installed in DIRECT contact with wood substrates - install minimum one layer of roofing felt between flashing and substrate.

.4 CLEAN-UP

.1 Upon completion of all roofs, flashings, and sheet metal work, work shall be cleaned of all dirt and stains and left in perfect condition. As the work proceeds, remove from the site all debris resulting from the work of this section.

END OF SECTION

ISSUED FOR TENDER


Gutters & Downspouts


February 7, 2017


PART 1 GENERAL

.1 SCOPE

.1 Remove and reinstall the existing metal gutter and downspout as required or as indicated in Summary of Work.

.2 RELATED WORK


.2 General Requirements Section 01 40 00


.2 SUBMITTALS

.1 Samples

.1 Submit color samples of specified finishes.

.2 Submit samples of materials requested without cost to the owner.

.2 Maintenance Data

.1 Submit data for maintenance and cleaning.

.3 WARRANTY

.1 Provide minimum five year manufacturer’s warranty covering any fading or peeling of finishes.

PART 2 PRODUCTS

.1 GUTTERS & DOWNSPOUTS

.1 Gutters:

.1 Where required to replace deteriorated or damaged materials. Pre-finished. Colour, gauge and style to match existing.

.2 Down-pipes:

.1 Where required to replace deteriorated or damaged materials. Pre-finished. Colour, gauge and style to match existing.

.2 Pre-finished 2"x3" 025 aluminum, 10 ' lengths machine formed, including corners straps and elbows. Colour and style by Consultant.

.3 Cleanouts: Acceptable Products:

.1 Leaf Grabber

.2 Leaf Catcher

.3 Leaf Trap

.4 Drain Guard

.4 Touch-up paint: as recommended by metal flashing and trim manufacturer.

PART 3 EXECUTION

.1 WORKMANSHIP

.1 Gutters and downspouts installation is to be conducted by skilled tradesman with a minimum of (5) years verifiable experience.

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Gutters & Downspouts


February 7, 2017


.2 INSTALLATION

.1 Gutters:

.1 Reinforce all joints and seams in gutters with 2" fibreglass tape set in sealant.

.2 Ensure positive slope to drain

.3 Secure gutters to substrate using specifically designed gutter hangar straps set at 12" O.C. as provided by the manufacturer.

.4 Install gutter with a minimum clearance of 1” between the end cap and finished cladding surface. Ensure roof diverter step flashings are installed to direct roof run off into the end of the gutter

.2 Downpipes and Cleanouts or Leaf Grabbers:

.1 Install down pipes to control water discharge from gutters to ground. Where downpipes discharge onto a roof surface, extend downspout to discharge into a gutter or roof drain.

.2 Install all down pipes in a plumb and true. Use all necessary elbows and accessories as required to direct downpipes to existing storm drains.

.3 Positively lap all downpipes to provide positive drainage.

.4 Use stainless steel screws to secure down pipe sections and elbows at joints and at gutters.

.5 Install one securing strap at 9' intervals in down pipe. Wherever possible, secure the straps to the through wall flashings. Minimize fastener penetrations through the cladding. Where the straps must be secured through the cladding, if possible, locate the straps at areas protected from direct rainfall. Seal all penetrations with caulking.

.6 Use funnels wherever two downpipes join to form a single downpipe.

.7 Install PVC tile covers at storm drain connections.

.8 Install new cleanout or leaf grabber at all downspout locations at 3’-0” above grade level.

.3 CLEAN UP

.1 Remove all soiling and stains from installed materials as work progresses without damaging affected surfaces and remove masking materials from adjacent surfaces.

.2 Keep work area free from an unnecessary accumulation of tools, equipment, surplus materials and debris.

.3 Remove all waste materials, metal clippings, etc. from all areas as the work progresses.

.4 Clean equipment and dispose cleaning and protective materials (e.g. rags, drop cloths, masking papers, etc.), coatings, thinners, in accordance with the requirements of authorities having jurisdiction.

END OF SECTION

ISSUED FOR TENDER


Joint Sealants Section 07 92 00Page 1/3

February 7, 2017


PART 1 GENERAL

.1 SCOPE

.1 This section covers the supply and installation of caulking sealants, back-up, and primers, as specified in this or other sections or cross referenced from other sections (where the work of caulking and sealants is the responsibility of another section), and as indicated on the drawings.




.3 QUALIFICATIONS

.1 Contractor for this Section of work to be an approved Sealant and Caulking contractor, with at least three years proven satisfactory experience in this trade. Applicators to be thoroughly trained mechanics fully competent in the application of sealants and caulking.

.4 ENVIRONMENTAL

.1 The performance of the work of this section shall only be carried out under climatic conditions in accordance with the manufacturer's instruction.

.5 CURING AND PROTECTION

.1 Cure compounds and sealants in accordance with manufacturer's instructions, to obtain maximum bond to surfaces, cohesive strength and durability at earliest possible time.

.2 Installer shall advise the Contractor of proper procedures for protection of compounds and sealants during construction period, so that they will be without any indication of deterioration or damage at time of acceptance by Owner.

PART 2 PRODUCTS

.1 MATERIALS

.1 General

.1 All materials to be pre-approved by Consultant. Colours as selected by Consultant from standard range (generally to match surrounding surfaces).

.2 CAULKING

.1 Type 1: Exposed Exterior: Sonolastic NP 1 by Sonneborn, Dymonic by Tremco, or approved alternate. The colour of the caulking is to match the colour of the substrate,

.2 Type 2: Vertical Laps in the building paper: solvent-based asphaltic caulking by Karnak, Henry, Insulmastic, or approved alternate.

.3 Type 3: Window Mitred Corners: Kop-R-Bond small joint sealant by Hickson, or approved alternate.

.4 Type 4: Between the Window Flange and Flashing/Building Paper: Sonolastic NP 1 by Sonneborn, Dymonic or Dymonic FC by Tremco, or approved alternate.

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.5 Primers: As approved by sealant manufacturer, and compatible with sealant.

.6 Joint Backing: Closed cell round polyethylene, 25% to 50% larger than opening. Shore hardness 20, tensile strength 20-30 psi.

.7 Solvents: Cleaners and Bond Breakers: As recommended by approved sealant Manufacturers.

PART 3 EXECUTION

.1 SURFACE CONDITION

.1 Examine all joints, spaces and surfaces to be sealed and caulked, including temperatures and conditions which may impair finished work, and report all unsatisfactory conditions in writing to Consultant. Consultant to approve surfaces before the start of the work. Start of work implies acceptance of conditions and surfaces and this trade must assume responsibility and rectify, all unsatisfactory finish resulting.

.2 PREPARATION

.1 Joints and spaces must be clean, dry, frost free and free from dust, paint, loose mortar and other foreign materials.

.2 Clean ferrous metals of all rust, mill scale and coatings by wire brush, grinding or sandblasting; remove oils and grease with xylol, toluol, or methylethyl ketone.

.3 Remove protective and strippable coatings on metallic surfaces by a solvent leaving no residue. Apply solvent and wipe dry, using clean white cotton cloths, using fresh cloths for each process. Do not allow solvents to air dry before wiping.

.4 Treat areas covered by masking tape (after removal) similarly to above.

.5 Etch bond concrete and masonry surfaces with 5% solution of muriatic acid to remove excess alkalinity, rinse thoroughly with water and dry prior to installation of sealants.

.6 Joints and spaces to receive caulking: 1/4" deep and wide minimum, and 1" wide maximum, unless otherwise shown. Where these requirements are not met, obtain written permission from Consultant before proceeding with work.

.7 Grind surface and edge at ceramic tile to obtain bond.

.8 Fill joints where more than 1/2" deep, to within 1/2” of surface with a joint backing.

.9 Prime sides of joints in porous material immediately prior to caulking, in accordance with manufacturer's instructions. Mask adjacent surfaces with tape prior to priming and caulking; remove tape after joint has been tooled.

.3 APPLICATION

.1 Apply sealant with a gun, with proper size nozzle, or knife as required. Use sufficient pressure to fill all voids and joints solid, superficial pointing with a skin bead will not be accepted.

.2 Surface of sealant shall form a full continuous bead, smooth, free from ridges, wrinkles, sags, air pockets and embedded impurities. Neatly tool surface to a slight concave.

.3 Clean adjacent surfaces immediately, and leave work neat and clean; remove excess and droppings using recommended cleaners as work progresses.

.4 Do not apply when temperature below 4 C.

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.5 Apply Sealant to Joint Location as follows:

.1 Joints subject to air or water infiltration.

.2 Exterior joints between and around grilles, and metal door frames, expansion and control joints, and all dissimilar materials.

.3 All areas noted or obviously required and to protect interior from exterior water and air infiltration, and to complete air seal of building interior.

.4 Caulk at all intersections between different materials (e.g. between window frames and vinyl, at railing fasteners, at downpipe fasteners, etc.).

.5 Always caulk in the pilot hole before inserting a fastener, and caulk around the fastener after it is inserted. This applies particularly to balcony railings. Caulking should be installed before the finish coat of the stucco is applied. This sequence ensures that the joint surfaces are not contaminated with finish coat before caulking is installed.

.4 SEALERS

.1 Where liquid sealers are to be applied to concrete or other surfaces, do so only after application of sealant to joints.

.5 CLEANUP

.1 Remove excess compound promptly as the work progresses and upon completion using cleaners as recommended by the manufacturer.

END OF SECTION

ISSUED FOR TENDER


Paint Section 09 90 00Page 1/10

February 7, 2017


PART 1 GENERAL

.1 RELATED WORK


.2 REFERENCE STANDARDS

.1 New surfaces - Master Painters Institute (MPI) Architectural Painting Specification Manual.

.2 Existing surfaces - Master Painters Institute (MPI) Maintenance Repainting Manual.

.3 SECTION INCLUDES

.1 All labour, materials, tools and other equipment, services and supervision required to complete all exterior painting and decorating work as indicated on Finish Schedules and to the full extent of the drawings and specifications.

.2 Work under this contract shall also include, but not necessarily be limited to:

a. Washing and cleaning.

b. Surface preparation of substrates as required for acceptance of painting, including cleaning, small crack repair, patching, caulking, and making good surfaces and areas to the limits defined under MPI preparation requirements.

c. Surface preparation and prime painting surfaces for wall coverings prior to installation in accordance with wall covering manufacturer’s and MPI requirements.

d. Specific pre-treatments noted herein or specified in the Master Painters Institute (MPI) Architectural Painting Specification Manual and/or the Master Painters Institute (MPI) Maintenance Repainting Manual.

e. Priming (except where pre-primed with an approved primer under other Sections of work) and painting of structural steel, miscellaneous metal, ornamental metal and primed steel equipment.

f. Priming and back-priming of wood materials as noted herein or specified in the Master Painters Institute MPI Architectural Painting Specification Manual and/or the MPI Maintenance Repainting Manual.

g. Painting of all semi-concealed areas (e.g. behind grilles, and projecting edges above and below sight lines, etc.).

h. Re-painting of existing surfaces and finishes when adjacent to new painting and coating work where applicable including surface preparation, prime and finish coats.

i. Provision of safe and adequate ventilation as required over and above temporary ventilation supplied by others, where toxic and/or volatile/flammable materials are being used.

.3 Refer to Summary of Work, Painting-Finish Schedule for type, location and extent of finishes required, and include all touch-ups and field painting necessary to complete work shown, scheduled or specified.

.4 This Section, along with the drawings, forms part of the Contract documents and is to be read, interpreted and coordinated with all other parts.

.5 General Requirements forms an integral part of this section of work. Painting contractor shall refer to these and all other related parts.

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.1 This Contractor shall have a minimum of five (5) years proven satisfactory experience and shall show poof before commencement of work that he will maintain a qualified crew of painters throughout the duration of work. When requested, Contractor shall provide a list of the last three comparable jobs including, name and location, specifying authority/project manager, start and completion dates and cost amount of the painting work.

.2 Only qualified journeymen who have a “Tradesman Qualification of Proficiency” shall be engaged in painting and decorating work. Apprentices may be employed provided they work under the direct supervision of a qualified journeyman in accordance with trade regulations.

.3 Conform to the standards contained in the Master Painters Institute Architectural Painting Specification Manual, latest edition (hereafter referred to as MPI Painting Specification Manual) and/or the Master Painters Institute Maintenance Repainting Manual latest edition (hereafter referred to as the MPI Maintenance Repainting Manual) for all painting products including preparation and application of materials. MPI Painting Specification Manual as issued by the local MPI Accredited Quality Assurance Association having jurisdiction.

.4 All paint manufacturers and products used shall be as listed under the “Approved Products” section of the MPI Architectural Painting Specification Manual and/or the MPI Maintenance Repainting Manual..

.5 All surfaces requiring painting shall be inspected by the Consultant who shall notify the General Contractor in writing of any defects or problems, prior to commencing painting work, or after the prime coat shows defects in the substrate.

.6 Where “special” painting, coating or decorating system applications (i.e. non-MPI listed products or systems) are to be used, the paint or coating manufacturer shall provide as part of this work, certification of all surfaces and conditions for specific paint or coating system application as well as on site supervision, inspection and approval of their paint or coating system application as required at no additional cost to the Owner.

.5 REGULATORY REQUIREMENTS

.1 Conform to work place safety regulations for storage, mixing, application and disposal of all paint related materials to requirements of those authorities having jurisdiction.

.2 Conform to safety precautions in accordance with the latest requirements to Industrial Health and Safety Regulations, latest edition, of authorities having jurisdiction.

.3 Fully co-operate at all times with the requirements of the Consultant in the performance of their duties, including providing access and assistance as required to complete inspection work.

.6 SAMPLES AND MOCK-UPS

.1 When requested by the Consultant provide duplicate minimum 300 mm (12”) square samples of surfaces or acceptable facsimiles requested painted with specified paint or coating in colors, gloss/sheen and textures required to MPI Architectural Painting Specification Manual and/or the MPI Maintenance Repainting Manual standards for review and approval. When approved, samples shall become acceptable standard of quality for appropriate on-site surface with one of each sample retained on-site.

.2 When requested by the Consultant prepare and paint designated surface, area, room or item (in each color scheme) to requirements specified herein, with specified paint or coating

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showing selected colors, gloss/sheen, textures and workmanship to MPI Architectural Painting Specification Manual and/or the MPI Maintenance Repainting Manual standards for review and approval. When approved, surface, area, room and/or items shall become acceptable standard of finish quality and workmanship for similar on-site work.

.7 SUBMITTALS

.1 Submit list of all paints materials to the Consultant for review prior to ordering materials.

.2 Submit two sets of Material Safety Data Sheets (MSDS) prior to commencement of work for review and for posting at job site as required.

.3 Submit certification reports for eco logo paint products used.

.4 When requested, submit invoice list of all paint materials ordered for project work to the Consultant indicating manufacturer, types and quantities for verification and compliance with specification and design requirements.

.5 When, requested or required by painting of occupied areas, submit work schedule for various stages of work for the consultant’s review and Owner’s approval.

.6 At project completion provide an itemized list complete with manufacturer, paint type and color-coding for all colors used for Owner’s later use in maintenance.

.7 At project completion provide properly packaged maintenance materials as noted herein and obtain a signed receipt.

.8 DELIVERY, STORAGE & HANDLING

.1 Deliver painting materials in sealed, original labeled containers bearing manufacturer’s name, brand name, type of paint or coating and color designation, standard compliance, materials content as well as mixing and/or reducing and application requirements. Only approved paint products as listed in the MPI Architectural Painting Specification Manual, latest edition and/or the MPI Maintenance Repainting Manual, latest edition, shall be delivered to the site.

.2 Store all paint materials in original labeled containers in a secure lockable, dry, heated and well ventilated single designated area meeting the minimum requirements of both paint manufacturer and authorities having jurisdiction and at a minimum ambient temperature of 45ºF (7ºC). Only material used on this project to be stored on site.

.3 Where toxic and/or volatile/explosive/flammable materials are being used, provide adequate fireproof storage lockers and take all necessary precautions and post adequate warnings as required. Take adequate measures to prevent the release of volatile organic compounds (VOC) into the atmosphere.

.4 Take all-necessary precautionary and safety measures to prevent fire hazards and spontaneous combustion and to protect the environment from hazard spills. Materials that constitute a fire hazard (paints, solvents, drop clothes, etc.) shall be stored in suitable closed and rated containers and removed from the site on a daily basis.

.5 Comply with requirements of authorities having jurisdiction, in regard to the use, handling, storage and disposal of hazardous materials.

.9 PROJECT SITE REQUIREMENTS

.1 UNLESS specifically pre-approved by the specifying body, and the applied product manufacturer, perform no painting or decorating work when the ambient air and substrate temperatures are below 50ºF (10ºC) for both interior and exterior work.

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.2 Perform no painting or decorating work when the relative humidity is above 85% or when the dew point is less than 50ºF (10ºC) for both interior and exterior work.

.3 Perform no painting or decorating work when the maximum moisture content of substrate exceeds:

· 12% for concrete and masonry (clay and concrete brick/block) · 12% for wood · 12% for plaster and gypsum board · 12% for stucco

.4 Conduct all moisture tests using a properly calibrated electronic Moisture Meter, except test concrete floor for moisture using simple “cover patch test”.

.5 Test concrete, masonry and plaster surfaces for alkalinity as required.

.6 Perform no painting or decorating work unless a minimum lighting level of 323 Lux (30 foot candles) is provided on surfaces to be painted or decorated. Adequate lighting facilities shall be provided by the General Contractor.

.7 Perform no painting or decorating work unless adequate continuous ventilation and sufficient heating facilities are in place to maintain ambient air and substrate temperatures above 50ºF (10ºC) for 24 hours before, during and after paint application. Provide supplemental ventilating and heating equipment if ventilation and heating for existing system is inadequate to meet minimum requirements.

.8 Apply paint only to dry, clean, properly cured and adequately prepared surfaces in areas where dust is no longer generated by construction activities such that airborne particles will not affect the quality of finished surfaces.

.10 SCHEDULING

.1 Schedule painting operations to prevent disruption of and by other trades.

.2 Schedule painting operations to prevent disruption of occupants in and about the building. Obtain written authorization from Consultant/Owner for changes in work schedule.

.3 Painting inside occupied facilities or suites to be carried out during hours in accordance with Owner’s operating requirements . Schedule work such that painted surfaces will have dried before occupants are affected.

.4 Phasing of work shall be in accordance with General Requirements.

.11 GUARANTEE

.1 Warranty for new paint: Upon completion of the Contract, Contractor shall provide a Five (5) Year Labour and Material Warranty for the full value of the contract stating that the paint will perform for a 5 year period, starting from the date of Final Inspection, and that all deficient paint will be replaced at no cost to the owner. This warranty is to be issued on company letterhead, signed and sealed or signed and notarised by all officers of the company. Any cost attached to this is to be included in the contract price.

.2 Provide five-year, labour, and material warranty under paint provider’s written terms, conditions and limitations.

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.12 MAINTENANCE MATERIAL

.1 At project completion provide 4 liters (1 gallon) of each type and color of paint from same production run (batch mix) used in unopened cans, properly labeled and identified for Owner’s later use in maintenance. Store where directed.

PART 2 PRODUCTS

.1 MATERIALS

.1 All materials (primers, paints, coatings, varnishes, stains, lacquers, fillers, thinners, solvents, etc.) shall be in accordance with the MPI Architectural Painting Specification Manual and/or the MPI Maintenance Repainting Manual “Approved Product” listings and shall be from a single manufacturer for each system used.

.2 Other paint materials such as linseed oil, shellac, etc. shall be the highest quality product of an approved manufacturer listed in the MPI Architectural Painting Specification Manual and/or the MPI Maintenance Repainting Manual and shall be compatible with other coating materials as required.

.3 All materials and paints shall be lead and mercury free and shall have low VOC content where possible.

.4 Where required, paint products shall meet the requirements of the Environmental Choice Program, Department of the Environment. Water based paints to be certified to ECP-07-89, solvent based; to ECP-12-89.

.5 All paint materials shall have good flowing and brushing properties and shall dry or cure free of blemishes or sage.

.6 Where required, paints and coatings shall meet flame spread and smoke developed ratings designated by local code requirements and/or authorities having jurisdiction.

.7 Slip resistant additives (SRA) – rubber aggregate, clean/washed silica sand or ground walnut chips (interior dry areas only) for use with or as a component part of paint on horizontal surfaces as required providing slip resistance. Where site applied, material to be either mixed into paint (and mixed constantly to keep material in suspension) or broadcast into first or prime coat as required.

.2 EQUIPMENT

.1 Painting and decorating equipment – to best trade standards for type of product and application.

.2 Spray painting equipment – of ample capacity, suited to the type and consistency of paint or coating being applied and kept clean in good working order at all times.

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.3 MIXING & TINTING

.1 Unless otherwise specified, paints shall be ready-mixed. Re-mix prior to application to ensure color and gloss uniformity.

.2 Paste, powder or catalyzed paint mixes shall be mixed in strict accordance with manufacturer’s written instructions.

.3 Perform all color tinting operations prior to delivery of paint to site.

.4 Where thinner is used, addition shall not exceed paint manufacturer’s recommendations.

.4 GLOSS

.1 Paint gloss shall be defined as the sheen rating of applied paint, in accordance with the following values:

· Flat or matte – 0 to 5 units at 60°F to a maximum of 10 units at 85°F · Low sheen – 0 to 10 units at 60°F and 10 to 30 units at 85°F · Eggshell or low luster – 10 to 25 units at 60°F and 10 to 30 units at 85°F · Satin – 20 to 35 units at 60°F and a minimum of 30 units at 85°F · Semi-gloss – 35 to 70 units at 60°F · Gloss – 70 units and greater

.2 Finish (i.e. gloss level) of all painted surfaces shall be as specified herein or as noted on the Finish Schedule.

.5 FINISHES

.1 Colours shall be as selected by the Owner from a manufacturer’s full range of colours.

PART 3 EXECUTION

.1 CONDITION OF SURFACES

.1 Prior to commencement of work of this section, thoroughly examine, and test as required, all conditions and surfaces scheduled to be painted and report in writing to the Contractor and Consultant any conditions or surfaces that will adversely affect work of this section.

.2 No painting work shall commence until all such adverse conditions and defects have been corrected and surfaces and conditions are acceptable to the Consultant.

.3 Commencement of work shall not be held to imply acceptance of surfaces except as qualified herein. Such surfaces as concrete, masonry, structural steel and miscellaneous metal, wood, gypsum board and plaster, shall not be the responsibility of the Painting Subcontractor.

.2 PREPARATION OF SURFACES

.1 Prepare all surfaces in accordance with MPI Architectural Painting Specification Manual and/or the MPI Maintenance Repainting Manual requirements. Refer to the MPI Manuals in regard to specific requirements for the following:

· Environmental Conditions · PH testing · Acid etching · Rust stain removal · Asphalt surfaces · Vertical and horizontal concrete surfaces

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· Clay and concrete masonry units · Structural steel and miscellaneous metals · Steel exposed to high heat · Galvanized and zinc coated metal · Aluminum and cooper surfaces · Glue laminated beams and columns · Dimension and dressed lumber · Wood doors · Wood paneling and casework · Wood decks, floors, stairs and steps · Wood shingles and shakes · Stucco, plaster and gypsum board · Acoustical panels and tiles · Canvas and cotton coverings · Bituminous coated surfaces

.2 Protect all adjacent surfaces and areas from painting operations and damage by drop cloths, shields, masking, templates, or other suitable protective means and make good any damage caused by failure to provide such protection.

.3 Substrate defects shall be made good and sanded ready for painting particularly after first coat of paint. Finish painting of defective surfaces (e.g. gypsum board) shall indicate acceptance of substrate and any costs of making good defects shall be borne by the painter including re-painting of entire defective surface (no touch-up painting).

.4 Sand, clean, dry, etch, neutralize and/or test all surfaces under adequate illumination, ventilation and temperature requirements.

.3 APPLICATION

.1 Do not paint unless substrates are acceptable and/or until all environmental conditions (heating, ventilation, lighting and completion of other subtrade work) are acceptable for applications of products.

.2 Apply paint and decorating material in a workmanlike manner using skilled and trade qualified applicators as noted under Quality Assurance.

.3 Minimum painting standards shall be in accordance with MPI Architectural Painting Specification Manual and/or the MPI Maintenance Repainting Manual Premium Grade finish requirements.

.4 Paint all surfaces requiring paint or stain finish to minimum MPI Architectural Painting Specification Manual finish requirements with application methods in accordance with best trade practices for type and application of materials used.

.5 Apply paint and coatings within an appropriate time frame after cleaning when environmental conditions encourage flash-rusting, contamination or the manufacturer’s paint specifications require earlier applications.

.6 Painting coats specified are intended to cover surfaces satisfactorily when applied at proper consistency and in accordance with manufacturer’s recommendations.

.7 Tint each coat progressively lighter to enable confirmation of number of coats.

.8 Apply a minimum of four coats of paint where deep or bright colors are used to achieve satisfactory results.

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.9 Sand and dust between each coat to provide an anchor for next coat and to remove defects visible from a distance up to 1000 mm (39”).

.10 Do not apply finishes on surfaces that are not sufficiently dry. Unless manufacturer’s directions state otherwise, each coat shall be sufficiently dry and hard before a following coat is applied.

.11 Prime coat of stain or vanish finishes may be reduced in accordance with manufacturer’s directions.

.12 Use aggregate coating or a slip resistant additive in paint for stair handrails, treads and landings in accordance with the requirements of authorities having jurisdiction and where scheduled to be painted.

.4 EXTERIOR & INTERIOR SURFACES

Paint exterior surfaces in accordance with the following MPI Architectural Painting Specification Manual and/or MPI Maintenance Repainting Manual requirements:

.1 Exterior Surfaces

.1 Asphalt Surfaces

.1 New - EXT 2.1A Latex

.2 Repaint - REX 2.1A Latex

.2 Concrete Vertical Surfaces: (including horizontal soffits)

.1 New - EXT 3.1F Elastomeric

.2 Repaint - REX 3.F Elastomeric

.3 Concrete Masonry Units: (smooth & split face block & brick)

.1 New - EXT 4.2D Elastomeric

.2 Repaint - REX 4.2D Elastomeric

.4 Structural Steel and Metal Fabrications

.1 New - EXT 5.1C Alkyd metal primer/high performance acrylic (semi-gloss)

.2 Repaint - REX 5.1.C Alkyd metal primer/high performance acrylic (semi-gloss)

.5 Galvanized Metal: (doors, frames, railings, misc., steel, pipes, overhead decking, ducts, flashing, etc.)

.1 New - EXT 5.3.G High performance acrylic (semi-gloss)

.2 Repaint - REX 5.3G High performance acrylic (semi-gloss)

.6 Aluminum: (sash, sills and frames, flashing, posts and railings, downpipes, etc.)

.1 New - EXT 5.4B two component Aliphatic Polyurethane (gloss)

.2 Repaint - REX 5.4B two component Aliphatic Polyurethane (gloss)

.7 Glue Laminated Beams and Columns:

.1 New - EXT 6.1A Latex (semi-gloss)

.2 Repaint - REX 6.1A Latex (semi-gloss)

.8 Dimension Lumber: (columns, beams, exposed joists, underside of decking, siding, fencing, etc.)

.1 New - EXT 6.2A Latex (flat)

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.2 Repaint - REX 6.2A Latex (flat)

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

.1 New - EXT 6.3B Alkyd (semi-gloss)

.2 Repaint - REX 6.3B Alkyd (semi-gloss)

.10 Stucco: (Walls and Soffits)

.1 New - EXT 9.1A Latex (flat)

.2 Repaint - REX 9.1A Latex (flat)

.2 Interior Surfaces

.1 Dressed Lumber (Including Doors, Door and Window Frames, Moldings, Casings, etc.)

.1 New - INT 6.3B Alkyd (semi-gloss)

.2 Repaint - RIN 6.3B Alkyd (semi-gloss)

.2 Plaster and Gypsum Board (Gypsum Wallboard, Drywall, etc.)

.1 New - INT 9.2A Latex (eggshell)

.2 Repaint - RIN 9.2A Latex (eggshell)

.3 Wood Paneling and Casework (Partitions, Panels, Plywood, Veneer, Millwork, etc.)

.1 New - INT 6.4D Alkyd (semi-gloss)

.2 Repaint - RIN 6.4D Alkyd (semi-gloss)

.5 FIELD QUALITY CONTROL

.1 All surfaces, preparation and paint applications shall be inspected.

.2 Painted surfaces shall be considered to lack uniformity and soundness if any of the following defects is apparent to the Consultant:

a) Runs, sags, hiding or shadowing by inefficient application methods.

b) Evidence of poor coverage at rivet heads, plate edges, lap joints, crevices, pockets, corners and re-entrant angles.

c) Damage due to touching before paint is sufficiently dry or any other contributory cause.

d) Damage due to application of moist surfaces or caused by inadequate protection from the weather.

e) Damage and/or contamination of paint due to wind blown contaminants (dust, sand blast materials, salt, spray, etc.).

.3 Painted surfaces rejected by the inspector shall be made good at the expense of the Contractor. Small affected areas may be touched up; large affected areas or areas without sufficient dry film thickness of paint shall be repainted. Runs, sags of damaged paint shall be removed by scraper or by sanding prior to application of paint.

.6 PROTECTION

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.1 Protect all newly painted exterior surfaces from rain and snow, condensation, contamination, dust, salt spray and freezing temperatures until paint coatings are complete dry. Curing periods shall exceed the manufacturer’s recommended minimum time requirements.

.2 Erect barriers or screen and post signs to warn of or limit direct traffic away or around work area as required.

.7 CLEAN UP

.1 Remove all paint where spilled, splashed, splattered or sprayed as work progresses using means and materials that are not detrimental to affected surfaces.

.2 Keep work area free from an unnecessary accumulation of tools, equipment, surplus materials and debris.

.3 Remove combustible rubbish materials and empty paint cans each day and safely dispose of same in accordance with requirements of authorities having jurisdiction.

.4 Clean equipment and dispose of wash water/solvents as well as all other cleaning and protective materials (e.g. rags, drop cloths, masking papers, etc.), paints, thinners, paint removers/strippers in accordance with the safety requirements of authorities having jurisdiction.


.1 For all projects, and inspector approved by the MPDA must inspect the work. Inspections shall be carried out in conformance with the MPI Quality Assurance Program as contained in the MPI Architectural Painting Specification Manual, and this specification.

.2 Upon completion of the work, provide a Master Painter’s and Decorator’s Association of BC (MPDA) two (2) year guarantee or alternatively a 100% two-year maintenance bond. The Guarantee or Maintenance Bond shall warrant that the work has been preformed in accordance with the current MPI standards.

.3 The cost of the inspection and guarantee must be included in the Contract Price.

.4 The Guarantee or Maintenance Bond shall cover making good any labour or material defects for a period up to and including 2 years after substantial performance.

.5 Copies of all inspection reports shall be provided to the Consultant and the Owner.

.6 Submit colour samples and paint formulas to the Consultant and MPDA inspector prior to proceeding with the work.

.7 On completion of the work, Contractor to supply 5% of each paint type or credit coupon of equivalent value. Contractor to supply list of all paint numbers and corresponding locations.

END OF SECTION

ISSUED FOR TENDER

APPROVED

CH'D. DESIGN

CH'D. DRAFT

DESIGNED

DRAWN

DWG. No.

1 of 3DATE FILE # SCALE

1/16"=1'

#233-18525-53rd Avenue, Surrey, BC

PH. 604-575-8220 -- FAX. 604-575-8223

www.apexbuildingsciences.com

Apex

-

SK

SK

Site Plan

Stanley Park Pavillion Restaurant

610 Pipeline Road, Vancouver, BC

5615

NO. DATE DESCRIPTION APPROVED

1 BCISSUED FOR PRELIMINARY REVIEW

BC

BC

January 10, 2017

September 14, 2016

ROOF CURB (WOOD)

GENERAL NOTES

1. The original plans and details are prepared by

others and, only as modified for retrofit by Apex

Building Sciences Inc.

2. The roof plan herein is for general reference only to

show the extent of the restoration work. Apex

Building Sciences Inc. accepts no responsibility for

inconsistencies between the drawings and the

actual building. The Contractor and others must

confirm all conditions on site. Do not scale

dimensions from the drawings. (All dimensions are

approximate.)

3. All work shall be in accordance with the latest

approved version of all provincial municipal codes,

bylaws and regulations and as modified by the

attached details.

4. All work and materials to be in accordance with the

highest standard of building trade practice.

5. Specifications, drawing and details as listed in the

detail index form part of the contract documents.

6. Apex Building Sciences Inc. has not carried out a

building code review of this building. Work is

proposed herein to upgrade the part of the building

as specified to meet the requirements of good

building construction practices in regards to

building envelope requirements.

7. Read Jones Christoffersen (RJC) Ltd. is hired to

conduct seismic upgrade of the roofing system.

8. Contractor must supply & install all materials listed

by RJC for seismic upgarde of the roof system.

Refer to drawings no. S1.1 & S2.1 issued by RJC

for all the requirements and specifications.

2 BCISSUED FOR TENDERFebruary 6, 2017

APPROVED

CH'D. DESIGN

CH'D. DRAFT

DESIGNED

DRAWN

DWG. No.


1/8"=1'


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

-

SK

SK

Roof Plan



5615



BC

BC

January 10, 2017

September 9, 2016


APPROVED

CH'D. DESIGN

CH'D. DRAFT

DESIGNED

DRAWN

DWG. No.


1/8"=1'


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

-

SK

SK Working Schedule onRoof Areas



5615



BC

BC

Janaury 10, 2017

September 9, 2016

LEGEND

Roof Area 1 - to be scheduled in April 2017

Roof Area 2 - to be scheduled in April 2017

Roof Area 3 - to be scheduled in March 2017 or in June / July 2017

Roof Area 4 - to be scheduled in June 2017

Roof Area 5 - to be scheduled in May 2017

Roof Area 6 - to be scheduled in May / June 2017


Roof Area 1Roof Area 2

Roof Area 3

Roof Area 4

Roof Area 5

Roof Area 6

0.1

Details & DrawingsDWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC

Stanley Park Pavilion Restaurant


DRAWINGS&

DETAILS


PH. 604-575-8220 -- FAX. 604-575-8223


Apex



NEW CEDAR SHAKES

NEW ROOFING UNDERLAYMENT PER

VBBL; LAP MIN. 12" OVER ICE & WATER

PROTECTION MEMBRANE

NEW ICE & WATER

PROTECTION MEMBRANE

M

I

N

.

1

1

/

2

"

NEW 26 Ga. PRE - FINISHED

METAL DRIP EDGE FLASHING;

MIN. 4" UP ROOF SHEATHING

Sloped Roof Eave - Type 2

NEW ICE & WATER

PROTECTION STARTER

STRIP BELOW METAL

FLASHING

NEW GUTTERS

& DOWNSPOUT

EXISTING

WOOD FASCIA

- PAINT

EXISTING SOFFIT

PANELS

EXISTING SIDING (WOOD)

EXISTING SHEATHING

MEMBRANE

W1

MIN

. 1"

NEW ICE & WATER PROTECTION MEMBRANE;

MEMBRANE MIN. 12" UP ROOF FROM THE

INSIDE FACE OF THE EXTERIOR WALL

NOTES:

1. INSTALL NEW ICE AND WATER SHIELD MEMBRANE AT ALL EAVES AS PER RCABC STANDARDS.

2. PAINT ALL THE EXPOSED NEW ROOF SHEATHING. COLOUR TO BE CHOSEN BY OWNERS.

SLOPED ROOF

NEW 1/2" EXTERIOR GRADE PLYWOOD

SHEATHING

EXISTING NAILER STRIP / ROOF

DECKING

1.6

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



Sloped Roof to Sloped Roof Transition

6

" M

IN

.

LAP NEW ROOFING UNDERLAYMENT

OVER METAL FLASHING

NEW 26 GA. METAL

TRANSITION FLASHING

SLOPED

ROOFS

NEW CEDAR SHAKES

NEW ROOFING UNDERLAYMENT

NEW CEDAR SHAKES

NEW ROOFING

UNDERLAYMENT; MIN.

8" UP SLOPED SURFACE

M

I

N

.

8

"

R1 OR R2

R1 OR R2

EXISTING NAILER STRIP / ROOF DECKING

NEW 1/2" EXTERIOR GRADE

PLYWOOD SHEATHING

~

1.13

Roof Penetration

ROOFING UNDERLAYMENT

STARTER STRIP


LAPS OVER ROOF

PENETRATION FLANGE &


STARTER STRIP

EXISTING NAILER STRIP

/ ROOF DECKING

NEW CEDAR SHAKES

NEW ROOFING

UNDERLAYMENT

EXISTING ROOF

PENETRATION

NEW ROOF PENETRATION

FLASHING (WITH GOOSE

NECK) - PROFILE MAY VARY

R1

OR

R2

R1

OR

R2

SLOPED ROOF

SLOPED ROOF

NAILS SHOULD NOT

PENETRATE FLASHING

FLANGE UNDERNEATH

KEEP EDGE OF FLANGE

MIN. 2" FROM EDGE OF

SHAKE JOINT

MIN. 1" CLEARANCE

AROUND THE

PROJECTION

3D - VIEW OF DETAIL

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1

HATCHED AREA TO

BE CUT OUT

TRIM

2

0

°

KICK-OUT MUST BE

20-DEGREE ANGLE TO

THE VERTICAL SLOPE

2

FOLD LAYOUT

3

BREADPANNED CORNER FOLD

DOTTED AREA

SHOWS THE FOLD

LAYOUT

FOLD UP MUST BE EQUAL IN

HEIGHT TO THE UPSTAND OF

THE FLASHING

4

HIDDEN SEAM

BREADPAN FOLD TO

BE TURN BEHIND THE

UPSTAND

5

ANGLE TRIM

KICK-OUT CAN BE ANGLE

TRIMMED AND A DRIP EDGE

FORMED AT THE OUTLET

NOTES:

1. PREPARE MOCK-UP FOR CONSULTANT'S

APPROVAL.

2. FLASHING DIMENSIONS ARE SUBJECT

TO VERIFICATION OF SPECIFIC SITE

CONDITIONS.

6

"

6"

Roof Diverter Flashing - Fabrication

Sequence

2.1

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



SLOPED ROOF TOP OF ROOF

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1.10


Sloped Roof at Exist. Wall - Side

NEW CEDAR SHAKE

SAVE EXISTING SHEATHING MEMBRANE; LAP EXISTING

SHEATHING MEMBRANE OVER THE NEW METAL

FLASHING - TRIM THE EXTRA SHEATHING MEMBRANE IN

LINE WITH EXISTING SIDING AFTER CUT

EXISTING SIDING - SEE NOTE 1

NEW 26 Ga. PRE - FINISHED METAL STEP FLASHING (6 X 6);

COLOUR TO MATCH SIDING COLOUR - SEE NOTE 3

EXISTING ROOFING FELT; SEE NOTE 2

NEW ROOFING

UNDERLAYMENT; TAKE

UP WALL AS HIGH AS

POSSIBLE (MIN. 5")

R1 OR R2

MIN

. 6

"1

/2

"

CUT

LINE


SHEATHING

NOTES:

1. CUT THE EXISTING SIDING MIN. 6" AS REQUIRED TO ACCOMMODATE THE INSTALLATION OF NEW

ROOF SHEATHING & NEW STEP FLASHING.

2. SAVE THE EXISTING ROOFING FELT / UNDERLAYMENT TO LAP OVER NEW ROOFING

UNDERLAYMENT AS SHOWN.

3. INSTALL NEW METAL STEP FLASHING WITH CONTINUOUS BEAD OF SEALANT ON TOP

(BACKSIDE) AS SHOWN. TRY TO INSTALL NEW METAL FLASHING TO HAVE A POSITIVE OVERLAP

FROM THE EXISTING SHEATHING MEMBRANE & EXISTING SIDING AS MUCH AS POSSIBLE

CUT EXISTING SIDING HERE

~

6"

CONTINUOUS SEALANT


SHEATHING

~

ISSUED FOR TENDER

0.2

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



ROOFS

1.1 Sloped Roof Eave - Type 1

1.2 Sloped Roof Eave - Type 2

1.3 Sloped Roof Gable - Type 1



1.6 Sloped Roof to Sloped Roof Transition

1.7a Valley Flashing - Type 1

1.7b Valley Flashing - Type 2

1.8 Detail at Roof Hip

1.9 Ridge Vent

1.10 Sloped Roof at Exist. Wall - Side

1.11 Sloped Roof at Exist. Wall - Head

1.12 Cedar Shake Installation - 3D

1.13 Roof Penetration

1.14 Built-In Gutter

1.15 Sloped Roof at Chimney - Side

1.16 Cricket at Chimney

1.17 Chimney at Sloped Roof - 3D View

1.18 Window Sill at Sloped Roof

FLASHINGS

2.1 Roof Diverter - Fabrication Sequence

2.2 Roof Diverter - Installation Sequence

B. DETAILS

GENERAL

0.1 Details & Drawings

0.2 Drawing Index

0.3 Construction Assemblies

A. DRAWINGS

1 of 3 Site Plan

2 of 3 Roof Plan

3 of 3 Working Schedule on Roof Areas

S1.1 General Notes

S2.1 Roof Plan

Drawing Index

Drawings Issued by RJC (Seismic Upgrade)

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



M

I

N

.

1

2

"



PROTECTION MEMBRANE


EXISTING ROOF

& EAVE FRAMING

EXISTING

INSULATION

~

1.1

R1

12"




INSTALL NEW ICE AND WATER SHIELD MEMBRANE AT ALL EAVES AS PER RCABC STANDARDS.

PAINT ALL THE EXPOSED NEW ROOF SHEATHING. COLOUR TO BE CHOSEN BY OWNERS.

OR

R2



PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

3" = 1'-0"

Feb. 07 / 2017



NEW CEDAR SHAKES

ROOFING UNDERLAYMENT LAPS OVER METAL

FLASHING

NEW 26 Ga. METAL VALLEY FLASHING

M

I

N

.

3

6

"

M

I

N

.

1

8

"

M

I

N

.

1

8

"

M

I

N

.

3

6

"

SLOPED

ROOF

SLOPED

ROOF

Valley Flashing - Type 1

ICE & WATER PROTECTION MEMBRANE PER

RCABC & VBBL STANDARDS


NOTE:

1. INSTALL NEW ICE AND WATER SHIELD MEMBRANE AT ALL VALLEYS EAVES AS PER RCABC & VBBL

STANDARDS.

R1

OR

R2

R1

OR

R2


PLYWOOD SHEATHING

~

NEW CEDAR

SHAKE ROOFING


METAL FLASHING

EXISTING FASCIA - PAINT

EXISTING SOFFIT

EXISTING SHEATHING MEMBRANE

EXIST. VAPOUR

BARRIER

SLOPED ROOF

SUITE

Built-In Gutter

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1.14

EXISTING CLADDING

NEW EAVE PROTECTION AS PER

RCABC STANDARDS

NEW EPDM MEMBRANE (MIN. 60 MIL

THICK); MIN. 36" UP SLOPED ROOF

NEW ROOFING FELT LAPS OVER EPDM MEMBRANE

AND EAVE PROTECTION

6%

SLO

PE

EXISTING

NAILER STRIP /

ROOF DECKING

2"

R1

OR

R2

3

FASCIA

(IF APPLICABLE)

DIVERTER

FLASHING AT

FASCIA EDGE

AS SHOWN -

SEE NOTE 1

~

R

O

O

F

S

L

O

P

E

ROOFING FELT

R

O

O

F

S

L

O

P

E

CLADDING

NOTES:

1. A DIVERTER FLASHING IS INSTALLED AS

THE FIRST PIECE OF FLASHING AT THE

END OF THE ROOF WHERE IT INTERSECTS

THE WALL. DIVERTER FLASHING OUTLET

TO EXTEND A MIN. 1" LOWER THAN THE

EDGE OF ROOF MATERIAL AND LEAD

WATER INTO THE GUTTER.

2. THIS DETAIL SHOWS THE INSTALLATION

OF THE DIVERTER AND STEP FLASHING.

THE PURPOSE OF THE STEP FLASHING

AND DIVERTER IS TO SHED THE WATER

OFF THE ROOF AND KEEP IT AWAY FROM

THE VERTICAL WALL BENEATH.

3. ALL JOINTS MUST BE FOLDED.

SOLDERING IS ALLOWED.

URETHANE SEALANT - BETWEEN

CLADDING & FLASHING AND

FASCIA & CLADDING

1

2

Roof Diverter Flashing - Installation

Sequence

NEW CEDAR

SHAKES


PH. 604-575-8220 -- FAX. 604-575-8223


Apex



SAVE EXISTING SHEATHING MEMBRANE; LAP

EXISTING SHEATHING MEMBRANE OVER THE

NEW METAL FLASHING - TRIM THE EXTRA

SHEATHING MEMBRANE IN LINE WITH

EXISTING SIDING AFTER CUT

NE

W R

OO

FIN

G U

ND

ER

LA

YM

EN

T



NEW 26 Ga. PRE - FINISHED METAL HEAD

FLASHING; COLOUR TO MATCH SIDING

COLOUR - SEE NOTE 3

NEW ROOFING UNDERLAYMENT; TAKE UP

WALL AS HIGH AS POSSIBLE (MIN. 5")


DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1.11

Sloped Roof at Exist. Wall - Head

R1 OR R2

MIN

. 6

"

NOTES:





3. INSTALL NEW METAL HEAD FLASHING WITH CONTINUOUS BEAD OF SEALANT ON TOP



CUT

LINE

1/2

"


SHEATHING

~

6

"


SHEATHING

ISSUED FOR TENDER

0.3

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



EXTERIOR WALL TYPES

EXISTING EXTERIOR WALL

EXISTING WOOD SIDING (VERTICAL AND HORIZONTAL)

EXISTING SHEATHING PAPER

EXISTING SHEATHING

EXISTING STUDS

EXISTING INSULATION

EXISTING POLY. VAPOUR BARRIER

EXISTING INTERIOR FINISH

W1

R2

NEW CEDAR SHAKES

NEW ROOFING UNDERLAYMENT - PER CURRENT VBBL

NEW 1/2" EXTERIOR GRADE PLYWOOD (PER RJC)

EXISTING ROOF DECKING

EXISTING ROOF FRAMING

EXISTING INSULATION

EXISTING VAPOUR BARRIER


NOTE:- INSTALL ICE & EAVE PROTECTION MEMBRANE

PER DETAILS & RCABC STANDARDS

SLOPED ROOF - TYPE 2

Construction Assemblies - 1 of 1

R1

NEW CEDAR SHAKES

NEW ROOFING UNDERLAYMENT - PER CURRENT VBBL

NEW 1/2" EXTERIOR GRADE PLYWOOD (PER RJC)

EXISTING ROOF CROSS STRAPPING

EXISTING ROOF FRAMING

EXISTING INSULATION

EXISTING VAPOUR BARRIER


NOTE:- INSTALL ICE & EAVE PROTECTION MEMBRANE

PER DETAILS & RCABC STANDARDS

SLOPED ROOF - TYPE 1


PH. 604-575-8220 -- FAX. 604-575-8223


Apex



M

I

N

.

1

2

NEW CEDAR SHAKES



PROTECTION MEMBRANE

NEW ICE & WATER

PROTECTION MEMBRANE

M

I

N

.

1

1

/

2

"





NEW ICE & WATER

PROTECTION STARTER

STRIP BELOW METAL

FLASHING

NEW GUTTERS

& DOWNSPOUT

EXISTING

WOOD FASCIA


EXISTING SHEATHING

MEMBRANE

W1

R1

12"




NOTES:

INSTALL NEW ICE AND WATER SHIELD MEMBRANE AT ALL EAVES AS PER RCABC STANDARDS.

PAINT ALL THE EXPOSED NEW ROOF SHEATHING. COLOUR TO BE CHOSEN BY OWNERS.

OR

R2

SLOPED ROOF


SHEATHING


DECKING

E

X

I

S

T

I

N

G

R

O

O

F

R

A

F

T

E

R

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

3" = 1'-0"

Feb. 07 / 2017



EXISTING ROOF FRAMING / TRUSSES

NEW CEDAR SHAKES

NEW ROOFING UNDERLAYMENT LAPS OVER

METAL FLASHING & ICE & WATER PROTECTION

MEMBRANE

NEW 26 Ga. METAL FLASHING; MIN. 18" UP

SLOPED SURFACE EACH SIDE

NEW ICE & WATER PROTECTION MEMBRANE

PER RCABC & VBBL STANDARDS; MIN. 36" UP



R1

OR

R2

R1

OR

R2

SLOPED

ROOF



PLYWOOD SHEATHING

1.15

Sloped Roof at Chimney - SideDWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



SEALANT; MIN. 6% SLOPE

MIN

. 8

"


DECKING

NEW ROOFING UNDERLAYMENT;

MIN. 8" UP BRICK WALL

NEW CEDAR SHAKES

NEW 26 Ga. PRE-FINISHED METAL CAP

FLASHING OVERLAPPING ROOFING

UNDERLAYMENT & STEP FLASHING

NEW 6" x 6" - 26 Ga. METAL

STEP FLASHING

1"

2" C

LE

AR

6"

3"

6"

CHIMNEY

ENCLOSURE

CUT A REGLET 3/4" X 3/4" TO

ACCOMMODATE THE INSTALLATION

OF METAL FLASHING

6%

EXISTING STONE CLADDING AT

CHIMNEY WALL

R1

OR

R2

NEW 1/2" EXTERIOR

GRADE PLYWOOD

SHEATHING

~

ISSUED FOR TENDER

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



M

I

N

.

1

2

"

NEW CEDAR SHAKES



PROTECTION MEMBRANE

NEW ICE & WATER

PROTECTION MEMBRANE

M

I

N

.

1

1

/

2

"





NEW ICE & WATER

PROTECTION STARTER

STRIP BELOW METAL

FLASHING

NEW GUTTERS

& DOWNSPOUT

EXISTING

WOOD FASCIA

- PAINT

EXISTING SOFFIT

PANELS


EXISTING SHEATHING

MEMBRANE

W1

EXISTING ROOF

& EAVE FRAMING

EXISTING

INSULATION

~

1.1

R1

MIN

. 1

"

12"




NOTES:



OR

R2

SLOPED ROOF


SHEATHING


DECKING

1.6

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC




6

" M

IN

.


OVER METAL FLASHING

NEW 26 GA. METAL

TRANSITION FLASHING

SLOPED

ROOFS

NEW CEDAR SHAKES


NEW CEDAR SHAKES

NEW ROOFING

UNDERLAYMENT; MIN.


M

I

N

.

8

"

R1 OR R2

R1 OR R2



PH. 604-575-8220 -- FAX. 604-575-8223


Apex



NEW CEDAR SHAKES


FLASHING


M

I

N

.

1

8

"

M

I

N

.

1

8

"

M

I

N

.

3

6

"

SLOPED

ROOF

SLOPED

ROOF





NOTE:


STANDARDS.

R1

OR

R2


PLYWOOD SHEATHING


PLYWOOD SHEATHING

~

~

1.13

Roof Penetration


STARTER STRIP


LAPS OVER ROOF



STARTER STRIP


/ ROOF DECKING

NEW CEDAR SHAKES

NEW ROOFING

UNDERLAYMENT

EXISTING ROOF

PENETRATION




R1

OR

R2

R1

OR

R2

SLOPED ROOF

SLOPED ROOF

NAILS SHOULD NOT

PENETRATE FLASHING

FLANGE UNDERNEATH

KEEP EDGE OF FLANGE


SHAKE JOINT

MIN. 1" CLEARANCE

AROUND THE

PROJECTION

3D - VIEW OF DETAIL

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



NEW CEDAR

SHAKE ROOFING


METAL FLASHING


EXISTING SOFFIT


EXIST. VAPOUR

BARRIER

SLOPED ROOF

SUITE

Built-In Gutter

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



EXISTING CLADDING


RCABC STANDARDS




AND EAVE PROTECTION

6%

SLO

PE

EXISTING

NAILER STRIP /

ROOF DECKING

2"

R1

OR

R2

1

HATCHED AREA TO

BE CUT OUT

TRIM

2

0

°

KICK-OUT MUST BE

20-DEGREE ANGLE TO

THE VERTICAL SLOPE

2

FOLD LAYOUT

3


DOTTED AREA

SHOWS THE FOLD

LAYOUT



THE FLASHING

4

HIDDEN SEAM

BREADPAN FOLD TO

BE TURN BEHIND THE

UPSTAND

5

ANGLE TRIM




NOTES:


APPROVAL.



CONDITIONS.

6

"

6"


Sequence

3

FASCIA

(IF APPLICABLE)

DIVERTER

FLASHING AT

FASCIA EDGE

AS SHOWN -

SEE NOTE 1

~

R

O

O

F

S

L

O

P

E

CLADDING



FASCIA & CLADDING

1

2


Sequence2.1

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC




PH. 604-575-8220 -- FAX. 604-575-8223


Apex




DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1.10



NEW CEDAR SHAKE









NEW ROOFING

UNDERLAYMENT; TAKE

UP WALL AS HIGH AS

POSSIBLE (MIN. 5")

R1 OR R2






NE

W R

OO

FIN

G U

ND

ER

LA

YM

EN

T





COLOUR - SEE NOTE 3




DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC




R1 OR R2

MIN

. 6"

1/2"

CUT

LINE


SHEATHING

NOTES:

CUT THE EXISTING SIDING MIN. 6" AS REQUIRED TO ACCOMMODATE THE INSTALLATION OF NEW


SAVE THE EXISTING ROOFING FELT / UNDERLAYMENT TO LAP OVER NEW ROOFING


INSTALL NEW METAL STEP FLASHING WITH CONTINUOUS BEAD OF SEALANT ON TOP



MIN

. 6"


~

6"

NOTES:








CUT

LINE

1/2"

CONTINUOUS SEALANT


SHEATHING

~

6

"


SHEATHING

~


SHEATHING

ISSUED FOR TENDER

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



M

I

N

.

1

2

"

NEW CEDAR SHAKES



PROTECTION MEMBRANE

NEW ICE & WATER

PROTECTION MEMBRANE

M

I

N

.

1

1

/

2

"





NEW ICE & WATER

PROTECTION STARTER

STRIP BELOW METAL

FLASHING

NEW GUTTERS

& DOWNSPOUT

EXISTING

WOOD FASCIA

- PAINT


EXISTING SHEATHING

MEMBRANE

W1

EXISTING ROOF

& EAVE FRAMING

EXISTING

INSULATION

~

1.2

R1

12"




NOTES:



OR

R2

SLOPED ROOF


SHEATHING


DECKING

E

X

I

S

T

I

N

G

R

O

O

F

R

A

F

T

E

R

DWG. #

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC





1.7a

INSTALL NEW ICE AND WATER SHIELD MEMBRANE AT ALL VALLEYS EAVES AS PER RCABC & VBBL

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1.7b


NEW CEDAR SHAKES



MEMBRANE







R1

OR

R2

R1

OR

R2

SLOPED

ROOF

SLOPED

ROOF



PH. 604-575-8220 -- FAX. 604-575-8223


Apex

NEW CEDAR

SHAKES

NEW ROOFING

UNDERLAY

R1 OR R2


PLYWOOD SHEATHING

1.15


PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC




MIN

. 8"


DECKING



NEW CEDAR SHAKES





STEP FLASHING

1"

2" C

LE

AR

6"

3"

6"

CHIMNEY

ENCLOSURE



OF METAL FLASHING

6%


CHIMNEY WALL

R1

OR

R2

Cricket at Chimney


PH. 604-575-8220 -- FAX. 604-575-8223


Apex



CONTINUOUS SEALANT

EXISTING NAILER STRIP /

ROOF DECKING



NEW CEDAR SHAKES

NEW 26 Ga. PRE-FINISHED METAL


UNDERLAYMENT & METAL FLASHING

NEW 26 Ga. PRE-FINISHEDE

METAL (SADDLE) FLASHING

2" C

LE

AR



OF METAL FLASHING

6%

EXISTING STONE CLADDING AT CHIMNEY WALL

~

STEP FLASHING

EXTENDS UP

AT LEAST 6"

R

O

O

F

S

L

O

P

E














3. ALL JOINTS MUST BE FOLDED. NO


2.2

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC


TWO NAILS (ONLY) FOR EACH

SHAKE APPROXIMATELY 3/4 "

FROM EDGE AND APPROXIMATELY

1 1/2" ABOVE THE EXPOSURE LINE

EXPOSURE

GUTTER


RAFTER HEADER

ADJACENT COURSE JOINT

SHULD BE OFFSET MIN. 1 1/2"

SHAKES TO

PROJECT MIN.

1 1/2" BEYOND

THE FASCIA

SPACE SHAKES 3/8"

TO 5/8" APART


PH. 604-575-8220 -- FAX. 604-575-8223


Apex



Cedar Shake Installation - 3D View

NOTE:


NEW 1/2" EXTERIOR

GRADE PLYWOOD

SHEATHING

~

~


PLYWOOD SHEATHING

ISSUED FOR TENDER

1.3

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



SLOPED

ROOF

EXISTING SIDING

MIN. 1 1/2"

EXISTING NAILER

STRIP / ROOF

DECKING

EXISTING

FRAMING

MEMBER -

PAINT

EXISTING BUILDING PAPER

NEW ROOFING

UNDERLAYMENT

NOTES:

1. INSTALL NEW ICE AND WATER SHIELD ON ALL EAVES, GABLES AND VALLEYS AS PER RCABC STANDARDS.


Sloped Roof Gable - Type 1

NEW CEDAR SHAKE

R1 OR R2


PLYWOOD SHEATHING

~

DWG. #

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC

NEW CEDAR SHAKE HIP CAP


1.8

R1

OR

R2


PH. 604-575-8220 -- FAX. 604-575-8223


Apex



Ridge Vent

SLOPED

ROOF

NEW CEDAR

SHAKE

NEW ROOFING

UNDERLAY

NOTES:

1. CONTINUOUS RIDGE VENT TO BE USED ON ALL SLOPED ROOFS, WHERE POSSIBLE.

2. INSTALLATION OF RIDGE VENT IS TO BE PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

R1

OR

R2


PLYWOOD SHEATHING


PLYWOOD SHEATHING

Chimney at Sloped Roof - 3D View

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



EXISTING

STONE

CLADDING

NEW 26 Ga. PRE -

FINISHED METAL

CAP FLASHING

OVERLAPPING

ROOFING

UNDERLAYMENT &

METAL FLASHING

NEW 26 Ga. PRE -

FINISHED METAL

BASE LASHING

OVERLAPPING

CEDAR SHAKE

NEW CEDAR SHAKE

NEW ROOFING

UNDERLAYMENT

EXISTING NAILER

STRIP / ROOF

DECKING

NEW 26 Ga.

PRE-FINISHED METAL

BASE FLASHING

NEW 26 Ga.

PRE-FINISHED

METAL CAP

FLASHING

NEW 26 Ga.

PRE-FINISHED METAL

SIDE FLASHING

NEW 6" x 6" - 26

Ga. METAL STEP

FLASHING

NEW 26 Ga.

METAL BACK CAP

FLASHING

NEW 26 Ga.

METAL (SADDLE)

FLASHING

NEW CEDAR SHAKE

3/4" X 3/4" REGLET

CONTINUOUS

SEALANT

STARTER COURSE

PROTECTION MEMBRANE


PLYWOOD SHEATHING

UNDERLAYMENT TO BE POSITIONED ABOVE

THE BUTT OF THE SHAKE AT A DISTANCE

EQUAL TO TWICE THE WEATHERR EXPOSURE

1.12

ISSUED FOR TENDER

1.4

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



SLOPED

ROOF



Sloped Roof at Gable - Type 2

3"

NEW 26 Ga. DRIP EDGE FLASHING


MIN. 4"

NOTE:


MIN. 1 1/2"

EXISTING NAILER

STRIP / ROOF

DECKING

NEW ROOFING

UNDERLAYMENT

NEW CEDAR SHAKE

R1 OR R2


PLYWOOD SHEATHING

~

1.9

DWG. #

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC

NEW CONTINUOUS RIDGE

VENT - SEE NOTE 1 & 2

NEW CEDAR SHAKE RIDGE CAP


INSTALLATION OF RIDGE VENT IS TO BE PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

R1

OR

R2

EXIST. VAPOUR

BARRIER

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



Window Sill at Sloped Roof

1.

EXISTING

WINDOW TO

REMAIN IN

PLACE

6

"

4

"

NEW 26 Ga. PRE - FINISHED METAL


COLOUR - SEE NOTE 3


PLYWOOD SHEATHING


ROOF DECKING

~

EXISTING TRUSSES / ROOF

FRAMING

~

NEW ROOFING

UNDERLAYMENT

NEW CEDAR SHAKE

NEW HIGH TEMPERATURE S.A.

MEMBRANE - SEE NOTE 2

EXISTING ROOFING FELT - SEE

NOTE 1

NEW ROD & CAULK

NOTES:

1. SAVE THE EXISTING ROOFING FELT / UNDERLAYMENT TO LAP OVER NEW ROOFING UNDERLAYMENT

AS SHOWN.

2. INSTALL NEW HIGH TEMPERATURE SELF ADHESIVE MEMBRANE OVER EXISTING ROOFING FELT &

NEW ROOFING UNDERLAYMENT. TAKE UP WALL UP HIGH AS POSSIBLE.

3. INSTALL NEW METAL GUM LIP FLASHING AS SHOWN.

ISSUED FOR TENDER

1.5

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



SLOPED

ROOF

EXISTING FASCIA -

PAINT

Sloped Roof at Gable - Type 3

EXIST.

SOFFIT

FRAMING

EXISTING SIDING

3"

MIN. 1 1/2"

NEW 26 Ga. DRIP

EDGE FLASHING

EXISTING BLOCKING

EXISTING BUILDING PAPER

MIN. 4"

NOTES:



EXISTING SOFFIT

EXISTING NAILER

STRIP / ROOF

DECKING

NEW ROOFING

UNDERLAYMENT

NEW CEDAR SHAKE

OR R2


PLYWOOD SHEATHING

R1

~

ISSUED FOR TENDER

1.6

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC




6

" M

IN

.


OVER METAL FLASHING

NEW 26 GA. METAL

TRANSITION FLASHING

SLOPED

ROOFS

NEW CEDAR SHAKES


NEW CEDAR SHAKES

NEW ROOFING

UNDERLAYMENT; MIN.


M

I

N

.

8

"

R1 OR R2

R1 OR R2



PLYWOOD SHEATHING

~

1.13

Roof Penetration


STARTER STRIP


LAPS OVER ROOF



STARTER STRIP


/ ROOF DECKING

NEW CEDAR SHAKES

NEW ROOFING

UNDERLAYMENT

EXISTING ROOF

PENETRATION




R1

OR

R2

R1

OR

R2

SLOPED ROOF

SLOPED ROOF

NAILS SHOULD NOT

PENETRATE FLASHING

FLANGE UNDERNEATH

KEEP EDGE OF FLANGE


SHAKE JOINT

MIN. 1" CLEARANCE

AROUND THE

PROJECTION

3D - VIEW OF DETAIL

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1

HATCHED AREA TO

BE CUT OUT

TRIM

2

0

°

KICK-OUT MUST BE

20-DEGREE ANGLE TO

THE VERTICAL SLOPE

2

FOLD LAYOUT

3


DOTTED AREA

SHOWS THE FOLD

LAYOUT



THE FLASHING

4

HIDDEN SEAM

BREADPAN FOLD TO

BE TURN BEHIND THE

UPSTAND

5

ANGLE TRIM




NOTES:


APPROVAL.



CONDITIONS.

6

"

6"


Sequence

2.1

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC




DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1.10



NEW CEDAR SHAKE









NEW ROOFING

UNDERLAYMENT; TAKE

UP WALL AS HIGH AS

POSSIBLE (MIN. 5")

R1 OR R2

MIN

. 6

"1

/2

"

CUT

LINE


SHEATHING

NOTES:





INSTALL NEW METAL STEP FLASHING WITH CONTINUOUS BEAD OF SEALANT ON TOP




~

6"

CONTINUOUS SEALANT


SHEATHING

~

ISSUED FOR TENDER

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



NEW CEDAR SHAKES


FLASHING


M

I

N

.

3

6

"

M

I

N

.

1

8

"

M

I

N

.

1

8

"

M

I

N

.

3

6

"

SLOPED

ROOF

SLOPED

ROOF





1.7a

NOTE:


STANDARDS.

R1

OR

R2

R1

OR

R2


PLYWOOD SHEATHING

~

NEW CEDAR

SHAKE ROOFING


METAL FLASHING


EXISTING SOFFIT


EXIST. VAPOUR

BARRIER

SLOPED ROOF

SUITE

Built-In Gutter

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1.14

EXISTING CLADDING


RCABC STANDARDS




AND EAVE PROTECTION

6%

SLO

PE

EXISTING

NAILER STRIP /

ROOF DECKING

2"

R1

OR

R2

3

FASCIA

(IF APPLICABLE)

DIVERTER

FLASHING AT

FASCIA EDGE

AS SHOWN -

SEE NOTE 1

~

R

O

O

F

S

L

O

P

E

ROOFING FELT

~

STEP FLASHING

EXTENDS UP

AT LEAST 6"

R

O

O

F

S

L

O

P

E

R

O

O

F

S

L

O

P

E

CLADDING

NOTES:


















FASCIA & CLADDING

1

2


Sequence

NEW CEDAR

SHAKES

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC












COLOUR - SEE NOTE 3




DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1.11


R1 OR R2

MIN

. 6

"





INSTALL NEW METAL HEAD FLASHING WITH CONTINUOUS BEAD OF SEALANT ON TOP



CUT

LINE

1/2

"


SHEATHING

~

6

"


ISSUED FOR TENDER

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1.7b


NEW CEDAR SHAKES



MEMBRANE







R1

OR

R2

R1

OR

R2

SLOPED

ROOF

SLOPED

ROOF



PLYWOOD SHEATHING

1.15


PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC




MIN

. 8

"




NEW CEDAR SHAKES





STEP FLASHING

1"

2" C

LE

AR

6"

3"

6"

CHIMNEY

ENCLOSURE



OF METAL FLASHING

6%


CHIMNEY WALL

R1

OR

R2

PH. 604-575-8220 -- FAX. 604-575-8223

Apex

CONTINUOUS SEALANT


ROOF DECKING



NEW CEDAR SHAKES








OF METAL FLASHING


NEW 1/2" EXTERIOR

GRADE PLYWOOD

SHEATHING

~


PLYWOOD SHEATHING

ISSUED FOR TENDER

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



Detail at Roof Hip

NEW CEDAR

SHAKES

SLOPED

ROOF

NEW CEDAR SHAKE HIP CAP


DECKING

NEW ROOFING

UNDERLAY

1.8

R1

OR

R2

R1 OR R2


PLYWOOD SHEATHING

~

1.16

Cricket at Chimney

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



MIN

. 8

"





1"

2" C

LE

AR

6"

3"

CHIMNEY

ENCLOSURE


6%


~

NEW CRICKET (SADDLE)

FRAMING NOTE:- BUILD

UP TO MIN. 6" PAST

CHIMNEY ENCLOSURE

BOTH SIDES

PH. 604-575-8220 -- FAX. 604-575-8223

Apex

NEW 26 Ga.

METAL BACK CAP

FLASHING

NEW 26 Ga.

METAL (SADDLE)

FLASHING





EXPOSURE

GUTTER


RAFTER HEADER

RAFTER

STARTER COURSE

NEW ICE & EAVE

PROTECTION MEMBRANE


PLYWOOD SHEATHING



SHAKES TO

PROJECT MIN.

1 1/2" BEYOND

THE FASCIA

SPACE SHAKES 3/8"

TO 5/8" APART

THE BOTTOM EDGE OF THE ROOFING




DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC




1.12

NOTE:


ISSUED FOR TENDER

1.9

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



Ridge Vent

SLOPED

ROOF

NEW CONTINUOUS RIDGE

VENT - SEE NOTE 1 & 2

NEW CEDAR SHAKE RIDGE CAP


DECKING

NEW CEDAR

SHAKE

NEW ROOFING

UNDERLAY

NOTES:

1. CONTINUOUS RIDGE VENT TO BE USED ON ALL SLOPED ROOFS, WHERE POSSIBLE.

2. INSTALLATION OF RIDGE VENT IS TO BE PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

R1

OR

R2

R1

OR

R2

DIMENSION OF GAP IN ROOF

DECKING AS PER RIDGE

VENT MANUFACTURER'S

RECOMMENDATIONS


PLYWOOD SHEATHING

1.17


DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



EXISTING

STONE

CLADDING

NEW 26 Ga. PRE -

FINISHED METAL

CAP FLASHING

OVERLAPPING

ROOFING

UNDERLAYMENT &

METAL FLASHING

NEW 26 Ga. PRE -

FINISHED METAL

BASE LASHING

OVERLAPPING

CEDAR SHAKE

NEW CEDAR SHAKE

NEW ROOFING

UNDERLAYMENT

EXISTING NAILER

STRIP / ROOF

DECKING

NEW 26 Ga.

PRE-FINISHED METAL

BASE FLASHING

NEW 26 Ga.

PRE-FINISHED

METAL CAP

FLASHING

NEW 26 Ga.

PRE-FINISHED METAL

SIDE FLASHING

NEW 6" x 6" - 26

Ga. METAL STEP

FLASHING

NEW CEDAR SHAKE

3/4" X 3/4" REGLET

CONTINUOUS

SEALANT


PH. 604-575-8220 -- FAX. 604-575-8223

Apex



COLOUR - SEE NOTE 3


PLYWOOD SHEATHING


ROOF DECKING


FRAMING

NEW ROOFING

UNDERLAYMENT

NEW CEDAR SHAKE




NOTE 1

NEW ROD & CAULK

NOTES:




3.

ISSUED FOR TENDER

1.13

Roof Penetration


STARTER STRIP


LAPS OVER ROOF



STARTER STRIP


/ ROOF DECKING

NEW CEDAR SHAKES

NEW ROOFING

UNDERLAYMENT

EXISTING ROOF

PENETRATION




R1

OR

R2

R1

OR

R2

SLOPED ROOF

SLOPED ROOF

NAILS SHOULD NOT

PENETRATE FLASHING

FLANGE UNDERNEATH

KEEP EDGE OF FLANGE


SHAKE JOINT

MIN. 1" CLEARANCE

AROUND THE

PROJECTION

3D - VIEW OF DETAIL

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1

HATCHED AREA TO

BE CUT OUT

TRIM

2

0

°

KICK-OUT MUST BE

20-DEGREE ANGLE TO

THE VERTICAL SLOPE

2

FOLD LAYOUT

3


DOTTED AREA

SHOWS THE FOLD

LAYOUT



THE FLASHING

4

HIDDEN SEAM

BREADPAN FOLD TO

BE TURN BEHIND THE

UPSTAND

5

ANGLE TRIM




NOTES:


APPROVAL.



CONDITIONS.

6

"

6"


Sequence

2.1

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC




DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1.10



NEW CEDAR SHAKE









NEW ROOFING

UNDERLAYMENT; TAKE

UP WALL AS HIGH AS

POSSIBLE (MIN. 5")

R1 OR R2

MIN

. 6

"1

/2

"

CUT

LINE


SHEATHING

NOTES:





3. INSTALL NEW METAL STEP FLASHING WITH CONTINUOUS BEAD OF SEALANT ON TOP




~

6"

CONTINUOUS SEALANT


SHEATHING

~

ISSUED FOR TENDER

NEW CEDAR

SHAKE ROOFING


METAL FLASHING


EXISTING SOFFIT


EXIST. VAPOUR

BARRIER

SLOPED ROOF

SUITE

Built-In Gutter

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1.14

EXISTING CLADDING


RCABC STANDARDS




AND EAVE PROTECTION

6%

SLO

PE

EXISTING

NAILER STRIP /

ROOF DECKING

2"

R1

OR

R2

3

FASCIA

(IF APPLICABLE)

DIVERTER

FLASHING AT

FASCIA EDGE

AS SHOWN -

SEE NOTE 1

~

R

O

O

F

S

L

O

P

E

ROOFING FELT

R

O

O

F

S

L

O

P

E

CLADDING

NOTES:


















FASCIA & CLADDING

1

2


Sequence

NEW CEDAR

SHAKES


PH. 604-575-8220 -- FAX. 604-575-8223


Apex








NE

W R

OO

FIN

G U

ND

ER

LA

YM

EN

T





COLOUR - SEE NOTE 3




DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1.11


R1 OR R2

MIN

. 6

"

NOTES:








CUT

LINE

1/2

"


SHEATHING

~

6

"


SHEATHING

ISSUED FOR TENDER

1.16

Cricket at Chimney

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



CONTINUOUS SEALANT

MIN

. 8

"




NEW CEDAR SHAKES






1"

2" C

LE

AR

6"

3"

CHIMNEY

ENCLOSURE



OF METAL FLASHING

6%


~



UP TO MIN. 6" PAST

CHIMNEY ENCLOSURE

BOTH SIDES





EXPOSURE

GUTTER


RAFTER HEADER

RAFTER

STARTER COURSE

NEW ICE & EAVE

PROTECTION MEMBRANE


PLYWOOD SHEATHING



SHAKES TO

PROJECT MIN.

1 1/2" BEYOND

THE FASCIA

SPACE SHAKES 3/8"

TO 5/8" APART

THE BOTTOM EDGE OF THE ROOFING




DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC




1.12

NOTE:


~


PLYWOOD SHEATHING

ISSUED FOR TENDER

1.13

Roof Penetration


STARTER STRIP


LAPS OVER ROOF



STARTER STRIP


/ ROOF DECKING

NEW CEDAR SHAKES

NEW ROOFING

UNDERLAYMENT

EXISTING ROOF

PENETRATION




R1

OR

R2

R1

OR

R2

SLOPED ROOF

SLOPED ROOF

NAILS SHOULD NOT

PENETRATE FLASHING

FLANGE UNDERNEATH

KEEP EDGE OF FLANGE


SHAKE JOINT

MIN. 1" CLEARANCE

AROUND THE

PROJECTION

3D - VIEW OF DETAIL

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1

HATCHED AREA TO

BE CUT OUT

TRIM

2

0

°

KICK-OUT MUST BE

20-DEGREE ANGLE TO

THE VERTICAL SLOPE

2

FOLD LAYOUT

3


DOTTED AREA

SHOWS THE FOLD

LAYOUT



THE FLASHING

4

HIDDEN SEAM

BREADPAN FOLD TO

BE TURN BEHIND THE

UPSTAND

5

ANGLE TRIM




NOTES:


APPROVAL.



CONDITIONS.

6

"

6"


Sequence

2.1

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC




SHEATHING

~

ISSUED FOR TENDER

NEW CEDAR

SHAKE ROOFING


METAL FLASHING


EXISTING SOFFIT


EXIST. VAPOUR

BARRIER

SLOPED ROOF

SUITE

Built-In Gutter

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



1.14

EXISTING CLADDING


RCABC STANDARDS




AND EAVE PROTECTION

6%

SLO

PE

EXISTING

NAILER STRIP /

ROOF DECKING

2"

R1

OR

R2

3

FASCIA

(IF APPLICABLE)

DIVERTER

FLASHING AT

FASCIA EDGE

AS SHOWN -

SEE NOTE 1

~

R

O

O

F

S

L

O

P

E

ROOFING FELT

~

R

O

O

F

S

L

O

P

E

CLADDING

NOTES:


















FASCIA & CLADDING

1

2


Sequence

NEW CEDAR

SHAKES


PH. 604-575-8220 -- FAX. 604-575-8223


Apex




SHEATHING

ISSUED FOR TENDER

1.15


PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC




MIN

. 8

"


DECKING



NEW CEDAR SHAKES





STEP FLASHING

1"

2" C

LE

AR

6"

3"

6"

CHIMNEY

ENCLOSURE



OF METAL FLASHING

6%


CHIMNEY WALL

R1

OR

R2

STEP FLASHING


NEW 1/2" EXTERIOR

GRADE PLYWOOD

SHEATHING

~

ISSUED FOR TENDER

1.16

Cricket at Chimney

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



CONTINUOUS SEALANT

MIN

. 8

"


ROOF DECKING



NEW CEDAR SHAKES






1"

2" C

LE

AR

6"

3"

CHIMNEY

ENCLOSURE



OF METAL FLASHING

6%


~



UP TO MIN. 6" PAST

CHIMNEY ENCLOSURE

BOTH SIDES

~


PLYWOOD SHEATHING

ISSUED FOR TENDER

1.17


DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



EXISTING

STONE

CLADDING

NEW 26 Ga. PRE -

FINISHED METAL

CAP FLASHING

OVERLAPPING

ROOFING

UNDERLAYMENT &

METAL FLASHING

NEW 26 Ga. PRE -

FINISHED METAL

BASE LASHING

OVERLAPPING

CEDAR SHAKE

NEW CEDAR SHAKE

NEW ROOFING

UNDERLAYMENT

EXISTING NAILER

STRIP / ROOF

DECKING

NEW 26 Ga.

PRE-FINISHED METAL

BASE FLASHING

NEW 26 Ga.

PRE-FINISHED

METAL CAP

FLASHING

NEW 26 Ga.

PRE-FINISHED METAL

SIDE FLASHING

NEW 6" x 6" - 26

Ga. METAL STEP

FLASHING

NEW 26 Ga.

METAL BACK CAP

FLASHING

NEW 26 Ga.

METAL (SADDLE)

FLASHING

NEW CEDAR SHAKE

3/4" X 3/4" REGLET

CONTINUOUS

SEALANT

ISSUED FOR TENDER

EXIST. VAPOUR

BARRIER

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



Window Sill at Sloped Roof

1.18

EXISTING

WINDOW TO

REMAIN IN

PLACE

6

"

4

"



COLOUR - SEE NOTE 3


PLYWOOD SHEATHING


ROOF DECKING

~


FRAMING

~

NEW ROOFING

UNDERLAYMENT

NEW CEDAR SHAKE




NOTE 1

NEW ROD & CAULK

NOTES:


AS SHOWN.



3. INSTALL NEW METAL GUM LIP FLASHING AS SHOWN.

ISSUED FOR TENDER

1

HATCHED AREA TO

BE CUT OUT

TRIM

2

0

°

KICK-OUT MUST BE

20-DEGREE ANGLE TO

THE VERTICAL SLOPE

2

FOLD LAYOUT

3


DOTTED AREA

SHOWS THE FOLD

LAYOUT



THE FLASHING

4

HIDDEN SEAM

BREADPAN FOLD TO

BE TURN BEHIND THE

UPSTAND

5

ANGLE TRIM




NOTES:


APPROVAL.



CONDITIONS.

6

"

6"


Sequence

2.1

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



ISSUED FOR TENDER

3

FASCIA

(IF APPLICABLE)

DIVERTER

FLASHING AT

FASCIA EDGE

AS SHOWN -

SEE NOTE 1

~

R

O

O

F

S

L

O

P

E

ROOFING FELT

~

STEP FLASHING

EXTENDS UP

AT LEAST 6"

R

O

O

F

S

L

O

P

E

R

O

O

F

S

L

O

P

E

CLADDING

NOTES:


















FASCIA & CLADDING

1

2


Sequence

2.2

NEW CEDAR

SHAKES

DWG. #

PROJ. #

DWN.

SCALE

DATE

CH'D.


PH. 604-575-8220 -- FAX. 604-575-8223


Apex

SEAL

5615

SK

3" = 1'-0"

Feb. 07 / 2017

BC



ISSUED FOR TENDER

LIST OF STRUCTURAL DRAWINGS

DRAWINGS

GENERAL

ANALYSIS AND DESIGN CRITERIA

RENOVATIONS

WOOD FRAMING

STANLEY PARK PAVILIONROOF REPLACEMENTDIAPHRAGM UPGRADES

GENERAL NOTESSheet Title

Project Name

Drawn By

Designed By

RJC Project Number

Sheet Number

S1.1 .Revision

JH

BE .

JANUARY 6, 2017Date

Scale

VAN.107371.0007

610 PIPELINE ROAD, VANCOUVER, BC

No. Revision Date By

AMachula P:\VAN\107300\VAN.107371.0007 - City of Vancouver Roof Replacement Diaphragm Upgrades\Drafting\S1.1 S2.1.dwg 17-01-06 13:59:41

Seal

All drawings, plans, models, designs, specifications and other documentsprepared by Read Jones Christoffersen Ltd. ("RJC") and used in connectionwith this project are instruments of service for the work shown in them (the"Work") and as such are and remain the property of RJC whether the Workis executed or not, and RJC reserves the copyright in them and in the Workexecuted from them, and they shall not be used for any other work or project.

These drawings are "design drawings" only. They may not be suitable foruse as shop drawings. Use of these drawings as base drawings for "shopdrawings" is not permitted unless written permission containing certainconditions and limitations is obtained from RJC. The work "as constructed"may vary from what is shown on these drawings.

Use of these drawings is limited to that identified in the Revision column.Do not construct from these drawings unless marked "Issued forConstruction" by RJC in the Revision column, and then only for the partsnoted. The drawings shall not be used for "pricing", "costing", or "tender"unless so indicated in the Revision column. "Pricing" or "Costing" drawingsare not complete and any prices based on such drawings must allow for this.

3.

2.

1.

Drawing Notes

Read Jones Christoffersen Ltd.

1285 West Broadway, Suite 300Vancouver, BC V6H 3X8 Canada

604-738-0048604-738-1107

Engineersrjc.ca

telfax

ISSUED FOR CONSTRUCTION JAN 06/17 ASL

ROOF PLAN

KEY NOTES

ROOF NOTES

STANLEY PARK PAVILIONROOF REPLACEMENTDIAPHRAGM UPGRADES

ROOF PLANSheet Title

Project Name

Drawn By

Designed By

RJC Project Number

Sheet Number

S2.1 .Revision

JH

BE .

JANUARY 6, 2017Date

Scale

VAN.107371.0007

610 PIPELINE ROAD, VANCOUVER, BC

No. Revision Date By

AMachula P:\VAN\107300\VAN.107371.0007 - City of Vancouver Roof Replacement Diaphragm Upgrades\Drafting\S1.1 S2.1.dwg 17-01-06 13:57:10

Seal

All drawings, plans, models, designs, specifications and other documentsprepared by Read Jones Christoffersen Ltd. ("RJC") and used in connectionwith this project are instruments of service for the work shown in them (the"Work") and as such are and remain the property of RJC whether the Workis executed or not, and RJC reserves the copyright in them and in the Workexecuted from them, and they shall not be used for any other work or project.

These drawings are "design drawings" only. They may not be suitable foruse as shop drawings. Use of these drawings as base drawings for "shopdrawings" is not permitted unless written permission containing certainconditions and limitations is obtained from RJC. The work "as constructed"may vary from what is shown on these drawings.

Use of these drawings is limited to that identified in the Revision column.Do not construct from these drawings unless marked "Issued forConstruction" by RJC in the Revision column, and then only for the partsnoted. The drawings shall not be used for "pricing", "costing", or "tender"unless so indicated in the Revision column. "Pricing" or "Costing" drawingsare not complete and any prices based on such drawings must allow for this.

3.

2.

1.

Drawing Notes

Read Jones Christoffersen Ltd.

1285 West Broadway, Suite 300Vancouver, BC V6H 3X8 Canada

604-738-0048604-738-1107

Engineersrjc.ca

telfax

ISSUED FOR CONSTRUCTION JAN 06/17 ASL