YOF CITY CLERK'S DEPARTMENT VANCOUVER · Geotech report and inspection reports in regards to 558...
Transcript of YOF CITY CLERK'S DEPARTMENT VANCOUVER · Geotech report and inspection reports in regards to 558...
�YOF VANCOUVER
File No.: 04-1000-20-2019-609
November 1, 2019
·s.22i
Dea
CITY CLERK'S DEPARTMENT Access to Information & Privacy
Re: Request for Access to Records under the Freedom of Information and Protection of Privacy Act (the "Act")
I am responding to your request of September 30, 2019 for:
Geotech report and inspection reports in regards to 558 East 20th Avenue, from January 1, 2017 to October 1, 2019.
All responsive records are attached. Some information in the records has been severed, (blacked out), under s.22(1) of the Act. You can read or download this section here: http://www. bclaws. ca/EPLibraries/bclaws new/document/I D/freeside/96165 00.
Under section 52 of the Act you may ask the Information & Privacy Commissioner to review any matter related to the City's response to your request. The Act allows you 30 business days from the date you receive this notice to request a review by writing to: Office of the Information & Privacy Commissioner, [email protected] or by phoning 250-387-5629.
If you request a review, please provide the Commissioner's office with: 1) the request number assigned to your request (#04-1000-20-2019-609); 2) a copy of this letter; 3) a copy of your original request for information sent to the City of Vancouver; and 4) detailed reasons or grounds
_ on which you are seeking the review.
Please do not hesitate to contact the Freedom of Information Office at [email protected] if you have any questions.
City Hall 453 West 12th Avenue Vancouver BC V5Y 1V4 vancouver.ca City Clerk's Department tel: 604.873.7276 fax: 604.873.7419
Yours truly,
Bar ara J. Van Fraassen, BA Director, Access to Information & Privacy [email protected] 453 W. 12th Avenue Vancouver BC VSY 1V4
*If you have any questions, please email us at [email protected] and we will respond to you as soon as possible. Or you can call the FOi Case Manager at 604.871.6584.
Encl.
:kt
Page 2 of 2
~ Phillips Engineering Ltd. 3641 Blenheim Street Vancouver, BC, V6L 2Y1 Phone (604) 716-8881 / Fax (604) 739-6782 i nfo@phlll ipsengi neerl ng. ca
c/o Diamond Architectural Group Inc. 410 - 119 West Pender Street Vancouver, BC V6B 1S5
Attention: Craig Meres,
~----::;---::;--;:--:--~ M'.!!ar~cb 10, 2017 (!; is U W lfc -om File: 1253
ITY OF" VA~couvrn .J
I . re 21 2017
Re: Proposal for Geotechnical Engineering Services for roposed New Single.-Fam.ilyJl>welling Located at 550 East 20th Avenue, Vancouver, BC
1.0 INTRODUCTION
We understand tbat it is proposed to re-develop the property located at 550 East 20th Avenue in Vancouver. It is proposed to construct a residential building on this lot which we understand will be up to two or three levels of wood framed construction founded near existing grades.
This report describes the general subsurface conditions at the time of our investigation and makes recommendations for the design and construction of tbe proposed development. This report was prepared exclusively fors .2"2T1) and for tbe use of others on their design and construct ion team, although it remains the property orPbillips "Engineering Ltd.
2.0 SITE DESCRIPTION
The site is located on the south side of East 20th Avenue in Vancouver, BC. The site is bounded by private property to the west, east and south.
At the time of our investigation a house existed on the site.
The property is r ectangular in shape and of maximum dimensions of 49 feet in the east-west direction and 122 feet in the north-south direction. The site is essentially level.
3.0 INVESTIGATION
Phillips Engineering Ltd. was present on site February 9, 2017 to conduct a drill-based site investigation using the subcontracted services ofUniwide Drilling Co. Ltd. ofBurnaby, BC. At that time one solid stem auger test hole was drilled to depths of up to 50 feet and one Dynamic Cone Penetration Test (DPCT) near the proposed building were conducted on areas of the property that were accessible for the truck mounted drill rig. The DCPTs were terminated at depths of up to 41 feet below existing grades. An engineer from our office logged the soils and collected samples for further laboratory analysis. All test holes were backfilled and compacted with excavated soil upon completion oflogging. The test hole locations are shown
File: 1253 · Proposed Residential Oevelopmtnl, 550 East 22od Avenue, Va.ncouver, BC page I
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on our drawing number Sketch-I located following the text of this report and the detailed test hole logs are attached in Appendix A.
4.0 DISCUSSION
4.1 Soil Conditions
The published geological information of the region under investigation is described as SAb = bog, swamp and shallow lake deposits, lowland peat up to 8 m thick overlaying Fb, c, according to the Geological Survey of Canada map 1484A. Please refer to the individual test bole logs in Appendix A for specific soil descriptions. A general description of the soils encountered at the test hole locations is given below:
FILL
Up to 6 inches of asphalt on fill below grades has been identified near the ground surface at all of our test hole location.
PEAT
Very soft, amorphous, peat with high moisture content, was identified from near the ground surface at all of our test hole locations down to about 29 feet below current grades. It is expected to underlie the entire property.
SILT
Silt to organic silt was identified underlying the peat. The silt is more plastic near the top and becomes less plastic with depth and with moderate moisture contents and very soft to soft consistency. The silt extends to depths between 29 feet to 37 feet below existing site grades. The silt is considered compressible under any new area loading.
GLACIAL Till Deposit (Sand and Silt)
The materials described above were noted to be underlain by dense glacial till, comprised of mostly fine sand, some silt, and trace sub-angular gravel. The glacial till was identified at depths ranging from 37 feet below existing site grades and was found to extend to depths beyond those of our investigation.
4.2 Groundwater Conditions
The water table was encountered at around 6 feet below existing site grades at our test hole locations at the time of our investigation. We expect that groundwater level may fluctuate at different times of the year and possibly following periods of heavy rainfall. Excavations below the static groundwater table are expected to encounter significant groundwater.
5.0 GENERAL DISCUSSION
We have not been provided with any design drawings yet however we expect that construction on these lots
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will be limited to three levels of wood framed construction founded near existing site grades
The site was noted to be underlain by up to I 7 feet of peat over about 12 feet of very soft to soft silt at our test hole location and therefore we do not recommend founding the proposed structures at grade as large and differential settlements would be likely. We recommend supporting the house and any accessory buildings on heljcal piles set within the compact to medium dense sand identified at a depth of about 40 feet below eltisting site grades.
The concrete grade beams and floor slabs will be poured using the ground surface as the base form. We note that peat soils are identified at or near the existing ground surface and that any pressure applied to the peat will likely result in compressive settlements. For example, under an 8 inch concrete slab we would expect settlements in the range of 1 to 2 inches. These settlements may result in weakening and/or bowing of the concrete wrule it is curing lending to possible cracking. Therefore we recommend a small pre-load equjval nt in weight to the expected foundation and floor slab concretes be placed over the building areas.
6.0 DESIGN RECOMMENDATIONS
6.1 Site Preparation
6.1.l Stripping Recommendations
Prior to construction the existing structures and infrastructure should be decommissioned, demolished and all debris removed.
6.1 .2 Pre-Loading Recommendations
As discussed above, the peat is expected to be subject to compressive settlements under the weight of the concrete grade beams and floor slabs lending to bowing and/or weakening of the concrete while it is curing. We expect that a 1 metre (3.3 foot) pre-load placed over the building areas and extending at least 0.6 metres (2 feet) outside of the building envelopes would be sufficient to reduce these potential settlements and to not impact the concrete pours. We expect that sufficient compressive settlement under the pre-loads will be complete after about 3 weeks.
6.2 Foundation Recommendations
6.2.1 Piled Foundation
We understand that an alternative option would be to have the proposed structure founded on piles set in the dense glacial till material located below depths of 38 feet below existing site grades. The site is underlain by soft soils and the eltisting homes to the north and south are located relatively close to the property line. To Jim.it vibration and potential damage to the adjacent structures we suggest the use of drilled (helical) piles for the site.
One potential drilled pile would be TerraCana helical micropiles. TerraCana helical micropiles, equipped with a triple (250 mm/300 mm/350 mm diameter) helix lead with a steel pipe, six inch diameter column, can be expected to achieve the working compressive capacities required at a depth. Under lateral loading the Terra Cana helical micro-pile would undergo significant movements. The use of the TerraCana helical rrucro-
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pile will require the incorporation ofa grade beam system around the foundations to support the lateral loads from earthquakes or other sources rather than the piles.
AJlowable pile capacities of about 20 kips to 40 kips can be anticipated provided pile lengths are about 42 feet allowing for sufficient embedment of at least 5 feet within the dense glacial till material at depth.
Pile foundations require continuous inspection during installation.
6.2.2 Seismic Design of Foundations
The subsurface soils are not considered prone to ground liquefaction or other forms of ground softening caused by earthquake induced ground motions.
Review of our available geotecbnical data indicates that the proposed development site qualifies as Site Class :gas defined in Table 4.1.8.4.A of the BCBC20 12. We recommend that the structural designer utilize the Class E design spectrum.
All other aspects of construction should meet the requirements of the Vancouver Building By-law 2014 and the details in our report are still relevant.
6.3 Grade Supported Beams, Pile Caps and/or Structural Slabs
Following the recommended site preparation, including pre-loading, specified in Section 6.2 of this report we expect that all concrete beams, pile caps and structural slabs will be structurally designed and poured using the improved ground surface as the base form
7.0 UNDERGROUND SERVICES AND BUILDING TO GROUND TRANSITIONS
The ground around and beneath and around the pile supported building will settle after construction. The amount of settlement depends long term settlement characteristics of the silts. However, a flexible connection system allowing for about 300 mm of settlement should be made for all services connecting to the fixed building from the surrounding ground.
Any pipes or ducts entering the building crawlspace should enter beneath the building foundations or a block out in the foundation should be sufficiently large to allow for the ground settlement. Connections to the building should be flexible or telescopic to allow for settlement.
Building steps, porches and patios should be connected to the building or pile supported. Where the steps meet the ground there should be a transition slab connected to the fixed stairs or building and resting on the ground so that should settlement occur there will be a smooth transition from the ground to the base of the stairs.
Provided that the building floors are above the surrounding grade and constructed in accordance with the recommendations presented above, then perimeter drains should not be necessary.
8.0 SERVICES
Site servicing will consist of the installation of storm, water and sanitary services along with gas and likely
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underground electrical. All of these services are likely to be relatively shallow and therefore within the peat. As discussed above long term settlement of the underlying soils will occur. Services should be designed to account for potential changes of grade ofup to 300 mm.
Normal pipe bedding and backfilling procedures should be used for all services.
9.0 NATURAL GAS GENERATION
The native soil at this site consists of peat. Decomposition of organic soil in anaerobic conditions results in the production of natural gases such as methane. Methane is a light gas and tends to rise and will normally dissipate into the atmosphere without harm. Where the natural gas is able to accumulate beneath buildings, there is a potential hazard.
Ventilation can normally be accomplished by the installation of perforated pipe at about 10 foot spacing which vents through the perimeter wall and up to the atmosphere. Since natural gas is lighter than air, pa sive ventilation normally occurs. However we understand that the current building code requires active ventilation to the roof of the building.
The placement of a vapour barrier above the ventilation system and beneath the floor will also serve to prevent discharge of gas into the building. Care must be taken during construction to prevent the tearing of the vapour barrier.
10.0 FIELD REVIEWS
As required for Municipal "Letters of Assurance", Phillips Engineering Ltd. will carry out sufficient field reviews during construction to ensure that the Geotechnical Design recommendations contained within this report have been adequately communicated to the design team and to the contractors implementing the design. These field reviews are not carried out for the benefit of the contractors and therefore do not in any way effect the contractors obligations to perform under the terms of bis/her contract.
It is the contractors ' responsibility to advise Phillips Engineering Ltd. (a minimum of 24 hours in advance) that a field review is required. Geotechnical field reviews are normally required at the time of the following:
I. Stripping 2. Pre-Load - Review of subgrade and placement of pre-load 3. Deep foundations - Review of pile installation
It is critical that these reviews are carried out to ensure that our intentions have been adequately communicated. It is also critical that contractors working on the site view this document in advance of any work being carried out so that they become familiarised with the sensitive aspects of the works proposed. lt is the responsibility of the developer to notify Phillips Engineering Ltd. when conditions or situations not outlined within this document are encountered.
11.0 CLOSURE
This report is prepared solely for used by our client's Design Team for this project as described to the general standards of similar work for similar projects in this area and no other warranty of any kind is expressed or implied. Phillips Engineering Ltd. accepts no responsibi lity for any other use of this report.
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We are pleased to be of assistance to you on this project and we trust that our comments and recommendations are both helpful and sufficient for your current purpoBes. If you would like further details or would like clarification of any of the above, please do not hesitate to call.
For:
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City, of Vancouver - FOi 2019-609 - Page 6 of 52
Test Hole Log: TH-1 File: 1253 Project: . 2( Residence Client: .22(1) Location: 550 East 20th Avenue, Vancouver, BC
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Soil Description
Asphalt on 6 inches of poor fill overlying PEAT
Very Soft clayey Silt
cnanging 1TOrn very son 10 son to nrm gray "
Sandy Silt compact/firm. moist.grey, trace of gravel
PHILLIPS ENGINEERING LTD.
3641 Blenheim Street Vancouver, BC V6L 2Y1 Tel: 604 716-8881
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fox: 604 739-6782 =It Q) a. E
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Remarks
Water Table @abou 6 ft Below Grade
Fine sand sloughed off auger stem .
Equipment: Truck Mounted Drill Rig Sampling Method: Lump Sample
Hammer Type: DCPT
Datum: Existing Grade Surface Elevation: SEE PLAN
Water Depth: 6 ft Below Grade
Logged By: WP Drilling Date; February, 2017
Dwg No.: TH-1 Page: 1 of 2
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Test Hole Log: TH-3 File: 1253 PHILLIPS ENGINEERING LTD. Project: s.22( Residence Client: s.:,tl(1) ---,.-_-Location: 550 East 2oth Avenue, Vancouver, BC 3641 Blenheim Street
Vancouver, BC V6L 2Y1 Tel : 604 716-8,881
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Hard Sandy Silt and Silt Commences at about 37.5 fl Below Grade
End of Test Hole@ 50'
Equipment: Truck Mounted Drill Rig Sampling Method: Lump Sample
Hammer Type: DCPT
Datum: Existing Grade Surface Elevation: SEE PLAN
Water Depth: 6 ft Below Gracie
t 130 IDCPT mel refusal @ 50 ft below grade
Logged By: WP Drilling Date: February 2017
Owg No.: TH-1 Page: 2 of 2
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er - FOi 2019-609 - Page 1 of 52
City of Vancouver - FOI 2019-609 - Page 11 of 52
~TYOF VANCOUVER
Building Permit (BP) Inspection I Enforcement
Community Services Group Licenses and Inspections
Certificate of Inspection
Inspection Number: BP-2017-06677-01 Inspection Date: 25 Jul 2018
Inspector: Name: Ed Loney, District Building Inspector Address: 550 E 20TH AVENUE Vancouver, BC V5V 1 M8 Office Hours: 8:30AM - 9:30AM
Phone: (604) 873-7074 Contractor:
Inspection Result: Issues Need Resolution
Comments: GC John 778.896.7887
have contacted GC re noise.
City of Vancouver - FOI 2019-609 - Page 12 of 52
r-~~ ~irCITYOF
Community Services Group Licenses and Inspections
Certificate of Inspection
VANCOUVER Building Permit (BP) Inspection I Demo - Tree barrier and or demo.assessment
Inspection Number: BP-2017-06677-02 Inspection Date: 10 Sep 2018
Inspector: Name: Ed Loney, District Building Inspector Address: 550 E 20TH AVENUE Office Hours: 8:30AM - 9:30AM Vancouver, BC V5V 1 M8
Phone: (604) 873-7074
Inspection Result: Approved
Comments:
Inspection Checklist Details • D. Predemolition Assessment
Deficiency: Code Section: Comments:
• C. Compliance with Approved Plan
Deficiency: Code Section: Comments:
• B. Safety
Deficiency:. Code Section: Comments:
• A. Inspection General
Deficiency: Code Section: Comments:
Contractor:
Status: Pass
Resolution Date:
Status: Pass
Resolution Date:
Status: N/A
Resolution Date:
Status: Pass
Resolution Date:
City of Vancouver - FOI 2019-609 - Page 13 of 52
['~~ ~~YCITYOF
VANCOUVER Building Permit (BP) Inspection I Enforcement
Community Services Group Licenses and Inspections
Certificate of Inspection
Inspection Number: BP-2017-06677-03 Inspection Date: 15 Oct 2018
Inspector: Name: Ed Loney, District Building Inspector Address: 550 E 20TH AVENUE Office Hours: 8:30AM - 9:30AM Vancouver, BC V5V 1 MB
Phone: (604) 873-7074 Contractor: Wecan Excavating & Demolition Ltd
15031 94 Avenue Surrey, BC V3R 7L9 Office: (778) 241-9295
Inspection Result: Passed
Comments: attempted to contact complainant several times, no response
City of Vancouver - FOI 2019-609 - Page 14 of 52
~YOF VANCOUVER
Community Services Group Licenses and Inspections
Certificate of Inspection
Building Permit (BP) Inspection I Demo -Demo notification
Inspection Number: BP-2017-06677-04 Inspection Date: 16 Oct 2018
Inspector: Name: Ed Loney, District Building Inspector Address: 550 E 20TH AVENUE Office Hours: 8:30AM - 9:30AM Vancouver, BC V5V 1 M8
Phone: (604) 873-7074
Inspection Result: Failed
Comments: demo done w/ notification
Inspection Checklist Details • C. Compliance with Demolition Contractor Declaration
Deficiency: Code Section: Comments:
• B. Safety
Deficiency: Code Section: Comments:
• A. Inspection General
Deficiency: Code Section: Comments:
Contractor: Wecan Excavating & Demolition Ltd 15031 94 Avenue Surrey, BC V3R 7L9 Office: (778) 241-9295
Status: N/A
Resolution Date:
Status: N/A
Resolution Date:
Status: NIA
Resolution Date:
City of Vancouver - FOI 2019-609 - Page 15 of 52
~Q(~ ~~rCITYOF
Community Services Group Licenses and Inspections
Certificate of Inspection
VANCOUVER Building Permit (BP) Inspection I Demo -Demo notification
Inspection Number: BP-2017-06677-05 Inspection Date: 18 Oct 2018
Inspector: Name: Ed Loney, District Building Inspector Address: 550 E 20TH AVENUE Office Hours: 8:30AM - 9:30AM Vancouver, BC V5V 1 M8
Phone: (604) 873-7074
Inspection Result: Passed
Comments:
Inspection Checklist Details • C. Compliance with Demolition Contractor Declaration
Deficiency:
Code Section:
Comm,ents:
• 8. Safety
Deficiency:
Code Section:
Comments:
• A. Inspection General
Deficiency:
Code Section:
Comments:
Contractor: Wecan Excavating & Demolition Ltd 15031 94 Avenue Surrey, BC V3R 7L9 Office: (778) 241-9295
Status: N/A
Resolution Date:
Status: NIA
Resolution Date:
Status: N/A
Resolution Date:
City of Vancouver - FOI 2019-609 - Page 16 of 52
~fl~ ~" 'c1TY OF
VANCOUVER
Community Services Group Licenses and Inspections
Certificate of Inspection
Building Permit (BP) Inspection I Demo -Final
Inspection Number: BP-2017-06677-06 Inspection Date: 18 Oct 2018
Inspector: Name: Ed Loney, District Building Inspector Address: 550 E 20TH AVENUE Office Hours: 8:30AM - 9:30AM Vancouver, BC V5V 1 MB
Phone: (604) 873-7074
Inspection Result: Final Inspection Performed
Comments:
Inspection Checklist Details • C. Demolition Complete
Deficiency: Code Section: Comments:
• 8. Safety
Deficiency: Code Section: Comments:
• A. Inspection General
Deficiency: Code Section: Comments:
Contractor: Wecan Excavating & Demolition Ltd 15031 94 Avenue Surrey, BC V3R 7L9 Office: (778) 241-9295
Status: N/A
Resolution Date:
Status: N/A
Resolution Date:
Status: N/A
Resolution Date:
City of Vancouver - FOI 2019-609 - Page 17 of 52
r-Q\~ ~rCITYOF
VANCOUVER Plumbing Inspection I Underground
Community Services Group Licenses and Inspections
Certificate of Inspection
Inspection Number: PP-2019-01509-01 Inspection Date: 12Apr2019
Inspector: Name: Ed Baumann, Plumbing/Gas and Sprin Address: 558 E 20TH AVENUE Office Hours: Vancouver, BC V5V 1 M8
Phone: (604) 318-7309
Inspection Result: Passed
Contractor: Christopher K Alexander 11550 2368 Maple Ridge, BC V4R 2C5 Office: (604) 307-5711
Comments: Underground drainage waste venting excepted slab protected by pump all Supported by rods and hangers to rebar structural slab bog area
Inspection Checklist Details • Other Status: N/A
Deficiency: Resolution Date:
Code Section: Comments:
• Permit Status: N/A
Deficiency: Resolution Date: Code Section: Comments:
• Drainage Status: Pass
Deficiency: Resolution Date: Code Section: Comments:
• Sumps/Interceptors Status: N/A
Deficiency: Resolution Date:
Code Section: Comments:
City of Vancouver - FOI 2019-609 - Page 18 of 52
• Water Status: N/A
Deficiency: Resolution Date: Code Section:
Comments:
• Waterservice Status: N/A
Deficiency: Resolution Date: Code Section:
Comments:
City of Vancouver - FOI 2019-609 - Page 19 of 52
r-9'~ ~~rCITYOF
VANCOUVER Electrical Inspection I Underground
Community Services Group Licenses and Inspections
Certificate of Inspection
Inspection Number: EP-2018-04452-01 Inspection Date: 24 Apr 2019
Inspector: Name: Andrew Thornley, District Electrical Ins Address: 558 E 20TH AVENUE Vancouver, BC V5V 1 M8 Office Hours:
Phone: (604) 873-7843
Inspection Result: Passed
Comments:
Inspection Checklist Details • 12. Energy Compliance
Deficiency: Code Section: Comments:
• 05. Raceways, Boxes
Deficiency: Code Section: Comments:
• 06. Fixtures, Fittings, Equip
Deficiency: Code Section: Comments:
• 07. Mtr, Gen, Xfmr, Captr
Deficiency: Code Section: Comments:
Contractor: Clear Energy Solutions Inc 5220 Keith Rd West Vancouver, BC V7W 2N 1 Office: (604) 970-9717
Status: N/A
Resolution Date:
Status: Pass
Resolution Date:
Status: N/A
Resolution Date:
Status: NIA
Resolution Date:
City of Vancouver - FOI 2019-609 - Page 20 of 52
• 09. Life Safety Systems
Deficiency: Code Section: Comments:
• 08. Heating
Deficiency: Code Section: Comments:
• 04. Br Ccts, Cndtrs, Cables, Cords Cable in house foundation
Deficiency: Code Section:
Comments:
• 03. Grounding & Bonding
Deficiency:
Code Section: Comments:
• 01. Service
Deficiency: Code Section: Comments:
• 02. Dist, Protect'n, Control
Deficiency:
Code Section: Comments:
• 13. Other
Status: N/A
Resolution Date:
Status: N/A
Resolution Date:
Status: Pass
Resolution Date:
Status: N/A
Resolution Date:
Status: N/A
Resolution Date:
Status: N/A
Resolution Date:
Status: N/A
City of Vancouver - FOI 2019-609 - Page 21 of 52
Deficiency: Resolution Date:
Code Section:
Comments:
• 10. Class 1/Class 2/Comm Status: N/A
Deficiency: Resolution Date:
Code Section: Comments:
• 11. EV,PV, Renewable Status: N/A
Deficiency: Resolution Date:
Code Section:
Comments:
City of Vancouver - FOI 2019-609 - Page 22 of 52
r--Ql,--~, ,.CITY OF
Community Services Group Licenses and Inspections
Certificate of Inspection
VANCOUVER Development and Building Permit (DB) Inspection I 1 and 2 FD - Slab
Inspection Number: DB-2017-06676-02 Inspection Date: 03 May 2019
Inspector: Name: Richard Allen, -District Building lnspecto Address: 558 E 20TH AVENUE Office Hours: Vancouver, BC V5V 1 M8
Phone: (604) 123-4567
Inspection Result: Passed
Contractor: Rain City Renovations Ltd 4515 GOTHARD ST Vancouver, BC V5R 3K8 Office: (778) 896-7887
Comments: Vapour barrier/ insulation is installed and matches plan. P. Eng letter received and accepted for slab reinforcement. Ok to pour.
Inspection Checklist Details • A. Inspection General Status:
Deficiency: Code Section: Comments:
• B. Safety Status:
Deficiency:
Code Section:
Comments:
• C. Compliance with Approved Plans Status:
Deficiency: Code Section:
Comments:
• D. Structural Aspects Status:
Deficiency: Code Section: Comments:
N/A
Resolution Date:
N/A
Resolution Date:
N/A
Resolution Date:
N/A
Resolution Date:
City of Vancouver - FOI 2019-609 - Page 23 of 52
• E. Environmental Separation Status: N/A
Deficiency: Resolution Date: Code Section: Comments:
• F. In-floor Hydronic Heating Status: N/A
Deficiency: Resolution Date: Code Section:
Comments:
City of Vancouver - FOI 2019-609 - Page 24 of 52
~fl~ ~
1 rCITY OF
Community Services Group Licenses and Inspections
Certificate of Inspection
VANCOUVER Development and Building Permit (DB) Inspection I 1 and 2 FD - Forms/Foundation
Inspection Number: DB-2017-06676-01 Inspection Date: 03 May 2019
Inspector: Name: Richard Allen, District Building lnspecto Address: 558 E 20TH AVENUE Office Hours: Vancouver, BC V5V 1 MB
Phone: (604) 123-4567
Inspection Result: Failed
Comments: Please cleanup tree barrier.
Contractor: Rain City Renovations Ltd 4515 GOTHARD ST Vancouver, BC V5R 3KB Office: (778) 896-7887
P. Eng letter received and accepted for formwork/slab/structural reinforcement Formwork matches plan WCB Geotech required. recall before pour.
Inspection Checklist Details • A. Inspection General
Deficiency: Code Section: Comments:
• B. Safety
Deficiency: Code Section: Comments:
• C. Excavation
Deficiency: Code Section: Comments:
• D. Footings
Deficiency: Code Section:
Status:
Status:
Status:
Status:
N/A·
Resolution Date:
N/A
Resolution Date:
N/A
Resolution Date:
N/A
Resolution Date:
City of Vancouver - FOI 2019-609 - Page 25 of 52
Comments:
• E. Foundation Walls Status: N/A
Deficiency: Resolution Date: Code Section:
Comments:
• F. Concrete Stairs Status: N/A
Deficiency: Resolution Date: Code Section:
Comments:
City of Vancouver - FOI 2019-609 - Page 26 of 52
r-fl,--~'f f'CITY OF
Community Services Group Licenses and Inspections
Certificate of Inspection
VANCOUVER Development and Building Permit (DB) Inspection I 1 and 2 FD - Forms/Foundation
Inspection Number: DB-2017-06676-03 Inspection Date: 08 May 2019
Inspector: Name: Richard Allen, District Building lnspecto Address: 558 E 20TH AVENUE Vancouver, BC V5V 1 M8 Office Hours:
Phone: (604) 829-9768
Inspection Result: Passed
Contractor: Rain City Renovations Ltd 4515 GOTHARD ST Vancouver, BC V5R 3K8 Office: (778) 896-7887
Comments: Geotech WCB letter received and accepted valid until June 6, 2019 Geotech methane system letter received and accepted OK to pour footings and slab call for inspection for wall forms
Inspection Checklist Details • A. Inspection General Status: N/A
Deficiency: Resolution Date: Code Section:
Comments:
• B. Safety Status: N/A
Deficiency: Resolution Date: Code Section: Comments:
• C. Excavation Status: N/A
Deficiency: Resolution Date: Code Section: Comments:
• D. Footings Status: N/A
Deficiency: Resolution Date: Code Section: Comments:
City of Vancouver - FOI 2019-609 - Page 27 of 52
• E. Foundation Walls Status: N/A
Deficiency: Resolution Date: Code Section: Comments:
• F. Concrete Stairs Status: N/A
Deficiency: Resolution Date: Code Section: Comments:
City of Vancouver - FOI 2019-609 - Page 28 of 52
~Q(,--~~ rCITY OF
Community Services Group Licenses and Inspections
Certificate of Inspection
VANCOUVER Development and Building Permit (DB) Inspection I 1 and 2 FD - Forms/Foundation
Inspector: Name: Eli Zienty, District Building Inspector Office Hours: 8:30-9:30 AM Phone: (604) 673-8469
Inspection Result: Passed
Comments: Inspection for foundation walls Some planters and wells to be filled in later P eng let~er for reinforcing received
Inspection Checklist Details • A. Inspection General
Deficiency: Code Section:
Comments:
• 8. Safety
Deficiency: Code Section: Comments:
• C. Excavation
Deficiency: Code Section: Comments:
• D. Footings
Deficiency: Code Section: Comments:
Inspection Number: DB-2017-06676-04 Inspection Date: 28 May 2019
Address: 558 E 20TH AVENUE Vancouver, BC V5V 1 M8
Contractor: Rain City Renovations Ltd 4515 GOTHARD ST Vancouver, BC V5R 3K8 Office: (778) 896-7887
Status: Pass
Resolution Date:
Status: N/A
Resolution Date:
Status: N/A
Resolution Date:
Status: N/A
Resolution Date:
City of Vancouver - FOI 2019-609 - Page 29 of 52
• E. Foundation Walls Status: N/A
Deficiency: Resolution Date: Code Section:
Comments:
• F. Concrete Stairs Status: N/A
Deficiency: Resolution Date: Code Section: Comments:
City of Vancouver - FOI 2019-609 - Page 30 of 52
·r-9'~ ~~rCITYOF
Community Services Group Licenses and Inspections
Certificate of Inspection
VANCOUVER Development and Building Permit {DB) Inspection I Draintile
Inspector: . Name: Anthony Leung Office Hours: gav79 Phone: (604) 506-4119
Inspection Result: Passed
Comments: Damp proofing inspection. Asphalt liquid Emulsion damp proofing ok. Draintile and RWL piping to see. Passed.
Inspection Number: DB-2017-06676-05 Inspection Date: 04Jun2019
Address: 558 E 20TH AVENUE Vancouver, BC V5V 1 M8
Contractor: Rain City Renovations Ltd 4515 GOTHARD ST Vancouver, BC V5R 3K8 Office: (778) 896-7887
City of Vancouver - FOI 2019-609 - Page 31 of 52
~YOF VANCOUVER
Community Services Group Licenses and Inspections
Certificate of Inspection
Development and Building Permit (DB) Inspection I Non-encroachment/Plan Check
Inspection Number: DB-2017-06676-06 Inspection Date: 07 Jun 2019
Inspector: Name: Eli Zienty, District Building Inspector Address: 558 E 20TH AVENUE Office Hours: 8:30-9:30 AM Vancouver, BC V5V 1 M8
Phone: (604) 673-8469
Inspection Result: Passed
Comments: TOC 157.2 northeast corner
Inspection Checklist Details • A. Inspection General
Deficiency: Code Section:
Comments:
• B. Safety
Deficiency: Code Section:
Comments:
• C. Compare NEC
Deficiency: Code Section:
Comments:
• D. Field Plan Check
Deficiency: Code Section: Comments:
Contractor: Rain City Renovations Ltd 4515 GOTHARD ST Vancouver, BC V5R 3K8 Office: (778) 896-7887
Status: Pass
Resolution Date:
Status: N/A
Resolution Date:
Status: N/A
Resolution Date:
Status: N/A
Resolution Date:
City of Vancouver - FOI 2019-609 - Page 32 of 52
~Ql~ ~"rclTYOF
VANCOUVER Building Permit (BP) Inspection I Enforcement
Community Services Group Licenses and Inspections
Certificate of Inspection
Inspection Number: BP-2017-06677-01 Inspection Date: 25 Jul 2018
Inspector: Name: Ed Loney, District Building Inspector Address: 550 E 20TH AVENUE Office Hours: 8:30AM - 9:30AM Vancouver, BC V5V 1 M8
Phone: (604) 873-7074 Contractor:
Inspection Result: Issues Need Resolution
Comments: GC John 778.896.7887
have contacted GC re noise.
City of Vancouver - FOI 2019-609 - Page 33 of 52
f'~~ ~"frCITYOF
Community Services Group Licenses and Inspections
Certificate of Inspection
VANCOUVER Development and Building Permit (DB) Inspection I 1 and 2 FD - Sheathing
Inspection Number: DB-2017-06676-11 Inspection Date: 10 Sep 2019
Inspector: Name: Ed Loney, District Building Inspector Address: 558 E 20TH AVENUE Office Hours: 8:30AM - 9:30AM Vancouver, BC V5V 1M8
Phone: (604) 873-7074
Inspection Result: Passed
Comments: ok to paper, D-1 in place. ridge survey req'd
Inspection Checklist Details • A. Inspection General
Deficiency: Code Section: Comments:
• B. Safety
Deficiency: Code Section: Comments:
• C. Sheathing Installation
Deficiency: Code Section: Comments:
• D. Wall Penetrations
Deficiency: Code Section: Comments:
Contractor: Rain City Renovations Ltd 4515 GOTHARD ST Vancouver, BC V5R 3K8 Office: (778) 896-7887
Status: N/A
Resolution Date:
· Status: N/A
Resolution Date:
Status: N/A
Resolution Date:
Status: NIA
Resolution Date:
City of Vancouver - FOI 2019-609 - Page 34 of 52
• E. Window Mock-up Status: N/A
Deficiency: Resolution Date: Code Section: Comments:
• F. Flashings Status: N/A
Deficiency: Resolution Date: Code Section:
Comments:
• G. Roof Status: N/A
Deficiency: Resolution Date:
Code Section: Comments:
• H. Windows, Doors, and Skylights Status: N/A
Deficiency: Resolution Date:
Code Section: Comments:
• I. Compliance with Approved Plans Status: N/A
Deficiency: Resolution Date:
Code Section:
Comments:
• J. Paths Status: N/A
Deficiency: Resolution Date: Code Section:
Comments:
City of Vancouver - FOI 2019-609 - Page 35 of 52
~~~ ~irCITYOF
VANCOUVER Plumbing Inspection I Rough In
Community Services Group Licenses and Inspections
Certificate of Inspection
Inspection Number: PP-2019-01509-03 Inspection Date: 20 Sep 2019
Inspector: Name: Steve Donnery, Plumbing/Gas and Spri Address: 558 E 20TH AVENUE Office Hours: Vancouver, BC V5V 1 M8
Phone: (604) 418-0926
Inspection Result: Passed
Comments: Venting accepted Waterpipe to see
· inspection Checklist Details • Other
Vent terminations to see
Deficiency: Other
Code Section: Comments: Vent terminations to see
Contractor: Christopher K Alexander 11550 2368 Maple Ridge, BC V4R 2C5 Office: (604) 307-5711
Status: Pass
Resolution Date: Sep 20, 2019
City of Vancouver - FOI 2019-609 - Page 36 of 52
\'~~ ~"f rCITY OF
VANCOUVER Electrical Inspection I Underground
Community Services Group Licenses and Inspections
Certificate of Inspection
Inspection Number: EP-2018-04452-02 Inspection Date: 17 Jun 2019
Inspector: Name: Ronald Macneil, District Electrical lnspe Address: 558 E 20TH AVENUE Office Hours: Vancouver, BC V5V 1 M8
Phone: (604) 873-7847
Inspection Result: Passed
Comments: Ok to cover cable and conduit
Inspection Checklist Details • Other
Deficiency:
Code Section: Comments:
Contractor: Clear Energy Solutions Inc 5220 Keith Rd West Vancouver, BC V7W 2N1 Office: (604) 970-9717
Status: N/A
Resolution Date:
City of Vancouver - FOI 2019-609 - Page 37 of 52
~ff~ ~, ,.CITY OF
Community Services Group Licenses and Inspections
Certificate of Inspection
VANCOUVER Development and Building Permit (DB) Inspection I Enforcement
Inspection Number: DB-2017-06676-10 Inspection Date: 21 Jun 2019
Inspector: Name: Siobhan O'Toole, District Building lnspe Address: 558 E 20TH AVENUE Office Hours: Vancouver, BC V5V 1 M8
Phone: -(604) 873-7691 Contractor: Rain City Renovations Ltd
4515 GOTHARD ST Vancouver, BC V5R 3K8 Office: (778) 896-7887
Inspection Result: Passed
Comments: Spoke to John @ 778-896-7887 He denies it is his crew as they are aware of the By-Laws and do not start working until 7:30am
City of Vancouver - FOI 2019-609 - Page 38 of 52
~Ql,--~'t ,.CITY OF
Community Services Group Licenses and Inspections
Certificate of Inspection
VANCOUVER Electrical Inspection I Expiration Followup Inspection
Inspection Number: EP-2018-04398-02 Inspection Date: 12 Jul 2019
Inspector: Name: Andrew Thornley, Technical Training In Address: 558 E 20TH AVENUE Office Hours: Vancouver, BC V5V 1 M8
Phone: (604) 873-7843
Inspection Result: No Action Required
Comments: Main Service to be ready by July 2oth
Inspection Checklist Details • Other
Deficiency: Code Section:
Comments:
Contractor: Clear Energy Solutions Inc 5220 Keith Rd West Vancouver, BC V7W 2N1 Office: (604) 970-9717
Status: NIA
Resolution Date:
City of Vancouver - FOI 2019-609 - Page 39 of 52
~TYOF VANCOUVER
Plumbing Inspection I Rough In
Community Services Group Licenses and Inspections
Certificate of Inspection
Inspection Number: PP-2019-01807-02 Inspection Date: 28 Aug 2019
Inspector: Name: Ed Baumann, Plumbing/Gas and Sprin Address: 558 E 20TH AVENUE Office Hours: Vancouver, BC V5V 1 M8
Phone: (604) 318-7309
Inspection Result: Passed
Contractor: Nathan Pulice 3522 HURST PLACE Vancouver, BC V5S 4C8 Office: (778) 227-8219
Comments: Add deck drains to permit, deck drains and tests OK
Inspection Checklist Details • Other Status: N/A
Deficiency: Resolution Date: Code Section: Comments:
City of Vancouver - FOI 2019-609 - Page 40 of 52
~9'~ ~~rCITYOF
VANCOUVER Plumbing Inspection I Rough In
Community Services Group Licenses and Inspections
Certificate of Inspection
Inspection Number: PP-2019-01807-03 Inspection Date: 28 Aug 2019
Inspector: Name: Ed Baumann, Plumbing/Gas and Sprin Address: 558 E 20TH AVENUE Vancouver, BC V5V 1 M8 Office Hours:
Phone: (604) 318-7309
Inspection Result: Failed
Comments: Add deck drains to permit
Inspection Checklist Details • Other
Add deck drains to permit
Deficiency: Other Code Section: Comments: Add deck drains to permit
Contractor: Nathan Pulice 3522 HURST PLACE Vancouver, BC V5S 4C8 Office: (778) 2.27-8219
Status: Fail
Resolution Date:
City of Vancouver - FOI 2019-609 - Page 41 of 52
. ~If~ ~~ rCITY OF
VANCOUVER Plumbing Inspection I Rough In
Community Services Group Licenses and Inspections
Certificate of Inspection
Inspection Number: PP-2019-01509-02 Inspection Date: 09 Sep 2019
Inspector: Name: Ed Baumann, Plumbing/Gas and Sprin Address: 558 E 20TH AVENUE Office Hours: Vancouver, BC V5V 1 M8
Phone: (604) 318-7309
Inspection Result: Not Ready
Contractor: Christopher K Alexander 11550 236B Maple Ridge, BC V4R 2C5 Office: (604) 307-5711
Comments: Partial drainage waste venting excepted vent terminations to see test excepted Reebok
Inspection Checklist Details • Other Status: Fail
Vent terminations to see
Deficiency: Other Resolution Date: Code Section: Comments: Vent terminations to see
City of Vancouver - FOI 2019-609 - Page 42 of 52
~({l,-~'{ ,.CITY OF
VANCOUVER
Community Services Group Licenses and Inspections
Certificate of Inspection
Development and Building Permit (DB) Inspection I Draintile
Inspection Number: DB-2017-06676-08 Inspection Date: 11 Jun 2019
Inspector: Name: Ed -Baumann, Plumbing/Gas and Sprin Address: 558 E 20TH AVENUE Office Hours: Phone: (604) 318-7309
Inspection Result: Passed
Vancouver, BC V5V 1 M8
Contractor: Rain City Renovations Ltd 4515 GOTHARD ST Vancouver, BC V5R 3K8 Office: (778) 896-7887
Comments: Dt rwl ok support to foundations ok to sumps to see
City of Vancouver - FOI 2019-609 - Page 43 of 52
r-Q(,_ ~~'clTYOF
VANCOUVER
Community Services Group Licenses and Inspections
Certificate of Inspection
Development and Building Permit (DB) Inspection I Draintile
Inspection Number: DB-2017-06676-07 Inspection Date: 11Jun2019
Inspector: Name: Ed Baumann, Plumbing/Gas and Sprin Address: 558 E 20TH AVENUE Office Hours: Vancouver, BC V5V 1 M8
Phone: (604) 318-7309 Contractor: Rain City Renovations Ltd
4515 GOTHARD ST Vancouver, BC V5R 3K8 Office: (778) 896-7887
Inspection Result: Passed
Comments: Drain tile rain water litre supported to Concrete foundation excepted connections to Sumter to see
City of Vancouver - FOI 2019-609 - Page 44 of 52
r-fl,-~, rCITYOF
VANCOUVER Plumbing Inspection I Sumps
Community Services Group Licenses and Inspections
Certificate of Inspection
Inspection Number: PP-2019-01807-01 Inspection Date: 14 Jun 2019
Inspector: Name: Ed Baumann, Plumbing/Gas and Sprin Address: 558 E 20TH AVENUE Office Hours: Vancouver, BC V5V 1 M8
Phone: (604) 318-7309
Inspection Result: Passed
Contractor: Nathan Pulice 3522 HURST PLACE Vancouver, BC V5S 4C8 Office: (778) 227-8219
Comments: Sumps sewers ok to pl capped subject to depth and location
Inspection Checklist Details • Other Status: N/A
Deficiency: Resolution Date: Code Section: Comments:
City of Vancouver - FOI 2019-609 - Page 45 of 52
. r-fX,,_-~1 ,.CITY OF
VANCOUVER
Community Services Group Licenses and Inspections
Certificate of Inspection
Development and Building Permit (DB) Inspection I Draintile
Inspection Number: DB-2017-06676-09 Inspection Date: 14 Jun 2019
Inspector: Name: Ed Baumann, Plumbing/Gas and Sprin Address: 558 E 20TH AVENUE Office Hours: Vancouver, BC V5V 1 M8
Phone: (604) 318-7309
Inspection Result: Passed
Comments: Dt. Nd rwl to sumps okay
Contractor: Rain City Renovations Ltd 4515 GOTHARD ST Vancouver, BC V5R 3K8 Office: (778) 896-7887
City of Vancouver - FOI 2019-609 - Page 46 of 52
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VANCOUVER Electrical Inspection I Service
Inspector: Name: Victor Lippucci Office Hours: 2:30-3:30
Phone: (604) 673-8342
Inspection Result: Passed
Community Services Group Licenses and Inspections
Certificate of Inspection
Inspection Number: EP-2018-04398-01 Inspection Date: 04 Jun 2018
Address: 558 E 20TH AVENUE Vancouver, BC V1 V 1 V1
Contractor:. Clear Energy Solutions Inc 5220 Keith Rd West Vancouver, BC V7W 2N1 Office: (604) 970-9717
Comments: 100 A .120/240V 1 phase 3W ok to cover.
Inspection Checklist Details • 13. Other
Deficiency:
Code Section: Comments:
• 11. EV, PV, Renewable
Deficiency: Code Section: Comments:
• 10. Class 1 /Class 2/Comm
Deficiency: Code Section: ·comments:
• 09. Life Safety Systems
Deficiency: Code Section:
Comments:
Status: N/A
Resolution Date:
Status: N/A
Resolution Date:
Status: N/A
Resolution Date:
Status: N/A
Resolution Date:
City of Vancouver - FOI 2019-609 - Page 47 of 52
• 08. Heating Status: NIA
Deficiency: Resolution Date: Code Section: Comments:
• 07. Mtr, Gen, Xfmr, Captr Status: NIA
Deficiency: Resolution Date: Code Section: Comments:
• 06. Fixtures, Fittings, Equip Status: NIA
Deficiency: Resolution Date: Code Section:
Comments:
• 01. Service Status: NIA
Deficiency: Resolution Date: Code Section: Comments:
• 05. Raceways, Boxes Status: Pass
Deficiency: Resolution Date: Code Section:
Comments:
• 04. Br Ccts, Cndtrs, Cables, Cords Status: Pass
Deficiency: Resolution Date: Code Section:
Comments:
• 03. Grounding & Bonding Status: Pass
City of Vancouver - FOI 2019-609 - Page 48 of 52
Deficiency: Resolution Date: Code Section:
Comments:
• 02. Dist, Protect'n, Control Status: Pass
Deficiency: Resolution Date: Code Section:
Comments:
• 12. Energy Compliance Status: N/A
Deficiency: Resolution Date: Code Section:
Comments:
City of Vancouver - FOI 2019-609 - Page 49 of 52
~TYOF VANCOUVER
G 1505976 PLANNING & DEVELOPMENT Licences and Inspections
CERi\F\CATE OF • l~~PECTIOdNth BC Safety Standards Act: the Piping, Venting and Appliances in these f v uver Gas Ftttlng By-Law an e Pursuant to the City o anco
Pre~been ins~ed as Noted Hereunder. ADDRESS 6 s8 e ~ Jpit~,'i SPECIFICS
Same as permit lJO INSPECTOR ~]) ($v1{1~ Item YES
/ 1 ROUGH - IN COMPLETE OK TO COVER OFFICE HOURS: 8:30 • 9:30 am I 3!00 · ~:00' ~ii"i
2 CERTIFICATE OF COMPLETION RECEIVED V PHONE /I: «M 813 . 3 ('i -1:3 0/ ,
3 PERMIT CLEARED FOR OCCUPANCY / EMAIL:
o/~L:' 4 OTHER / INSPECTOR -) / SIGNATURE
5 FINAL ACCEPTED ~ EJ ITTM -7 ACC REJ ITEM ACy
V 6 GAS PIPING / 16 ROUGH IN ONLY /
7 AIR TEST / 17 UNVENTED HEATER / 8 GAS VENTING / 18 FAN ASSISTED DRAFT /' - AIR SUPPLY Sl~OM BUSTI ON 19 SGTAG / 9
10 VENTILA T19'( 20 GAS REGUALTOY
11 WATE~EATER 21 DIRECT VE~
12 F~ACE 22 VENT ~TOPPING
13 lJ'OILER 23 Vo/'°1lATlON AIR
141 FIREPLACE 24 l)'PECIAL GAS VENTING
'5 APPLIANCES 25/ BARBECUE
The following deficiencies shall be corrected and be left accessible for inspection OTHER INSPECTOR'S PRESENT:
ITEM # DEFICIENCrES / REMARKS CODE / REG. fl
I
3~/~ --p {IL C/Jf'I'~ ,t--
5vl/Vl'5 tzs::. o~ _ :3 t6:,Zi"z:;.r- TO c::>t#frf -r L£J~DrJ ...
( I WHITE COPY TO FIL£
City of Vancouver - FOI 2019-609 - Page 50 of 52
C
~TYOF G 1505940 VANCOUVER PLANNING & DEVELOPMENT
P l Licences and Inspections
PER>IIT PP-U)(9-0 I 9 0
OAlt R va!} -2-'fJ oo
l.t ~&, ~ CERTIFICATE OF· I INSPECTION
remlses have been Inspected as Noted Hereunder. Pursuant to the City of Vancouver Gas Fitting By-Law and the BC Safety Standards Act: the Piping, Venting and Appliances in these p
CONTRACTOR I OWNER ADDRESS 6bt3 ~"20· Same as oermit 0 SPECIFICS Item YES NO~l t;&> i~~ / INSPECTOR 1 ROUGH -IN COMPLETE OK TO COVER
/" OFFICE HOURS: 8:30 - 9:30 am /~89 4·00 !"'" 2 CERTIFICATE OF COMPLETION RECEIVED ~ 3<'i-"r309 ,,v PHONE#:
3 PERMIT CLEARED FOR OCCUPANCY EMAIL: 4 OTHER / qt~ INSPECTOR .C __,,,)
/ 5 FINAL ACCEPTED SIGNATURE ) ITEM / ACC REJ ITEM
/ i..{cc
6 GAS PIPING / 16 ROUGH IN ONLY / 7 AIR TEST / 17 UNVENTED HEATER / 8 GAS VENTING / 18 FAN ASSISTED DRAFT /
9 AIR SUPPLY SIZE 91MBUSTION 19 SGTAG / 10 VENTILATION / 20 GAS REGUALT9,R"' , 11 WATERHE/fER 21 DIRECTVEy{
12 FURNA9' n VENT _?{ESTOPPING
13 eo1ir 23 V?1'1LATION AIR
14 F~PLACE 24 ~ECIAL GAS VENTING
15 fPPUANCES 2s/ BARBECUE
The 1 ollowin g deficiencies shall be corrected and be left accessible for inspection OTHER INSPECTOR'S PRESENT:
ITEM I DEFICIENCIES / REMARKS
D
WHITE COPY · TO FILE Pie:. _ _ ____ _
-,-
YELLOW WOY 0l'flCER
Referred: DO HOT RfNOYE:n.;:;~0R;..;DDi;::;imQl\;;;:'t;"i1Hl5iii CEiil'iC.At'!
CODE / REG.#
PINK SITE COPY
~ ------
REJ
City of Vancouver - FOI 2019-609 - Page 51 of 52
t'~ ~., 'orY OF
VANCOUVER
ITEM
6 GAS PIPING
7 AIR TEST
8
9
10
11
12
APPLIANCES
G 1505360 PLANNING &. DEVELOPMENT Licences and Inspections
SPECIFICS
ACC REJ ITEM
16 ROUGH IN ONLY
17 UNVENTED HEATER
18 FAN ASSISTED DRAFT
19 SGTAG
20 GAS REG UAL TOR 21
22
23
24
25
e following def iciencies shall be corrected and e left accessible for inspection OTHER INSPECTOR'S PRESEtrr:
ITEM ti DEFICIENCIES/ REMARKS CODE/REG. I
YELLOW · WETY OFFICER
Refem!d:,=~=---DO HOT REMOVE OR.
J
City of Vancouver - FOI 2019-609 - Page 52 of 52
~TYOF G 120554 7
VANCOUVER COMMUNITY SERVICES GROUP t {)c.,LIM!>/~ Licences and Inspections
CERTIFICATE OF 4i)ig INSPECTION INSPECTION SCHEDULE PHONE LINES 604.873.7601 OR 604.873.7061 (24 hr)
PURSUANT TO THE CITY OF VAJIICOUVER GAS FITTING BY-LAW AND THE BC SAFETY STANDARDS ACT THE PIPING, VENTING AJ-10 APPLIANCES lN THESE PREMJSES HAVE BEEN INSPECTED AS NOTED HEREUNDER.
CONTRACTORJ OWNER
SPECIFICS 5 PO (/ , .,,r.
I 5. I WATER HEATER ITEM N I 6. FURNACE 11.
I 1. BOILER 2 1 .
15.
THE FOUOWING DEFICIENCIES SHALL BE CORRECTED AND BE LEFT ACCESS!
I OTHER GAS SAFETY OFFICERS PRESENT· I ITEM, , DATE -
I I CODE/REG.#
arm COPY· TO FILE ~ le: YEU.ow -~SAFETY
Referrect: 0FFlcERs COPY PINK - SITE COPY
DO NOT IIEMOVEOR DEsTloy ~ ------11tls CER'nAcAtt