~YOF - Vancouver · ___ PLUMBING 4.1 Roof dram age systems 4.2 Site and foundation drainage systems...

~YOF VANCOUVER

File No.: 04-1000-20-2018-126

July 12, 2018

Dear

CITY CLERK'S DEPARTMENT Access to Information & Privacy

Re: Request for Access to Records under the Freedom of Information and Protecti'on of Privacy Act (the u Act")

I am responding to your request of March 6, 2018 for:

Records regarding 6289 Carnarvon Street from January 1, 2014 to January 1, 2018:

1) Correspondence about all permits related to the property; 2) All permits related to the property; and 3) Legal correspondence regarding lawsu1ts involving this property.

All responsive records are attached. Some information in the records has been severed, (blacked out), under s.13(1) and s. 22(1) of the Act. You can read or download this section here: http:/ /www.bclaws.ca/EPLibraries/bclaws new/document/ID/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 (#04-1000-20-2018-126); 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,

Barbara J. Van Fraassen, BA Director, Access to Information & Privacy Barbara. vanfraassen@vancouver. ca 453 W. 12th Avenue Vancouver BC V5Y 1V4 Phone: 604 .873.7999 Fax: 604.873.7419

Encl.

:cf

of 2

..

\ ' \l\COt \'1-.R B~ 11 .1)11\(i If! -1 .\\\ 2007

Valley Geo #: 44110-01 SCHEDULE B-1 08 q.~6~b.C, FDIIT\Ing Pm Ql SubsectlQft 2.2 7 C.v c of lhe

V1111cou•er Eoild;ng a..f$'111 BUilding PeJmlt No. •

ASSURANCE OF PROFESSIONAL DESIGN AND COMMITMENT FOR FIELD REVIEW

Notes: (I) This letter must be submitted along with Schedule B-2 before issuance of a building peJm~. A separate letter must be submitted by ea-ch registered professional.

(ii) This letter is endorsed by: .Aichitectural lnsUtule of B.C., Association of PrOfessional Engineers end Geoscientists of B.C .. Building Officials' Association of B.C., end Union Of B.C. MuniClpalitles.

(iii) In this letter the words In ila.lics have the same meaning as in the Vancouver Building By-law.

To: The Chief Building Official

Re: Swimming Pool Name of Project (Print)

6289 Carnarvon Street Address of Prqect (Prior)

LOT S BLOCK N PLAN LMP42692 DIST RICT LOT 321 NWD &.ELK 0.

The undersigned hereby gilles assurance that the design of the (Initial those of the !I ems listed below that apply to this registered profes$/onal. All the disciplines Will nol necessarily be employed on every prOjeci.J_ ·

----- ARCHIT~CTURAL

_____ STRUCTURAL

-----MECHANICAL

-----PLUMBING

-----FIRE SUPPRESSION SYSTEMS

ELECTRICAL --:---=---JtT _ _,t:!.c..L..~<,.,--- GEOTECH NfCA,L - te,mporary

H / GEOTECHNICAL- permanent

December 29, 2014 Date

component~:ot!tJe plans and supporting documents prepare~ by thi$ regiStered professional In support of the appllcatron for the. bufldlng permit as outlined on the attached Schedule B-2 substantially comply with the Vancouver Building By-law and other applicable enactments respecting safety except for construction safety aspects.

The unders1gned hereby undertakes to be responsible for field reviews otthe above retetenced components during construction as indic01ted on the attached "SUMMARY OF DESIGN AND FIELD REVIEW REQUIREMENTS' (SCHEDULE B-2).

CRP's lnrttats

' For Building Official's use only 1 of 2

C of Vancouver- FOI2018-126- age 001

\.\:\COl .\.ER HI ILDI\'<i HY-L.\\\' 2007

Schedule B-1 - Continued OBtttf~~

Valley Geo #: 44110-01 Building Permlt No.'

6289 Carnarvon Street

Geotechnical Discipline

The undersigned also undertakes to notify the Chief Building Official in writing as soon as possible if the undersigned's contract for fJeld review is terminated at any time during construction.

I certify that I am a registered professional as defined in the Vancower Building By-law.

Heqing Jian Regtstered Profe$$10naf's Name (Prtnl)

#15, 20279- 97th Avenue Langley, BC VIM 4B9 Address (Print}

Fax: 604-882-8476

Phone: 604-882-8475 Ptlone No I

!

I ___ j

December 29, 2014 Date

(If the Registered Professional is a memb~ of a' firm, complete the folloWing,)

1 am a member of the firm Valley Geotechnical Engineering Services Ltd. and I sign this letter on behalf of the firm rPnnt name o1lirm)

Note: The above letter must be si,gned by a registered professionaL The Vancouver Building By-law defines a registered professional to mean

(a) a person who is registered or licensed to practise as an architect under the Architects Act. or (b) a person. Who is registered or licensed to practise as a professional engineer under the En91ineers and

Geosciei1tlsts Act

CRP's Initials ' For BuDding Official's use only

2of2

Ci of Vancouver- FOI 2018-126- a e 002

\ .\'\C(>l"\"FR 81 II 1)1:\CJ HY-1 .\\\ 2007

Valley Geo #: 44110-01 SCHEDULE B-2 OBl/cffz~

F o1111ong Part ~f Stillsedoon < -:2 7, Oovisi"'1 C otlhe varn:ouverEluol<llno ~law

Building Permit No.'

SUMMARY OF DESIGN AND FIELD REVIEW REQUIREMENTS

Notes: (i) This letter must be submitted along with Schedule B-'1 before Issuance of -a building permit. (II) This letter is endorsed by; Architetturallnstitute or B.C., Association of Professional Engineers and

Geoscientists of B.C., Building Officials' Association of ac .. and Union era.c. Municipalities. (iii) In this letter !he words In italics have the same meaning as in the Vancouver Building By-law.

RegiStered ProfessiOnal's Name (Prlnt)_H_eq .... in__..g_J_i_an _______________ _ Narne of Projec;;t (Prim) Swimming Pool Address of Project (Pnnt) 6289 Carnarvon Street

(Initial applicable discipline below and cross out and initial only those items not applicable to the project)

..,.....,----::-:-ARCHITECTURAL 1. 1 Fire resisting assemblies 1.2 Fire separations and their contin~ity 1.3 Closures, including tightness and operation 1.4 Egress systems, including access to exit within suites and nocr areas 1.5 Performance. ahd physical safety features (guardrails, handrails, etx;.) 1.6 Structural capacity of architectural components, including anchorage arid sej$lrlic restraint 1.7 Sound control ' 1.8 Landscaping, screening and site grading 1.9 Provisions for fire fighting access 1.10 Access requirements for persons with disabilities 1.11 Elevating devices 1.12 Functional testing of architecturally related fire emergency 'systems and

devices 1.13 Development Permit and conditions therein 1.14 Interior sign<:~ge, including acceptable mateFials, dimensions and

locations 1.15 Review of all applicable-shop draVvings 1.16 I ntenor and exterior finishes 1.17 Dampproofing and/or waterproofin~ of walls and slabs below grade 1.18 Roofing and ftashings 1.19 Wall cladding systems 1 20 Thermal insulation systems1 inquding condensation control and

I f ca-vity ventilation

1.21 Exterior glazing 1.22 Integration of building envelope components 1.23 Environmental separation requirements {Part 5)

(Professional's Seal and Signature) _j ----------~

December 29, 2014

-::--:----:: ..... STR UCTIJ RAL 2.1 structural capa-City :of structural oomponents of the building, including ahchov.~ge and seismic resltraint 2. 2 Structural ~spects of deep foundations 2.3 Revi~of all applicable shop drawings 2.4 Structural aspects of unbonded post-tensioMd concrete design and construction

Date

2.5 Vef"tfiqation of the satisfactory completion of an in-house check of the structural design 2.6 Verificatlon of the satisfactory completion of an independent Concept Review, including a general overview of

the design calculations

MECHANICAL 3.1 HVAC systems and devices, including high buJ]ding requirements where applicable 3.2 Fire dampers at required fire separations 3.3 Continuity of fire separations at HVAC penetrations 3.4 Functional testing of mechanically related fire emergency systems and devices 3.5 Maintenance· manuals for mechanical systems 3.6 Structural capacity of meohanical components, including anchorage and seismic restraint 3. 7 Review of all applicable shop drav.1ngs ' For Building Offlr;fal's use only

1of 2 CRf!>'s lmtials

City of Vancouver- FOI 2018-126- page 003

..

\ .\:\COl \ LR IH II 1)1\(i BY-I \ \\" 2007

Schedule B-2 - ConliriUed Building Perrnrt No '

Valley Geo #: 44110-01

Address ot ProJect (Pnnt) 6289 Carnarvon Street

RegiStered Profe.sstonals Name {Print)__;H=e.;.J,g=in:.::g:~.,;J:;.:i;;;;an=-----------

___ PLUMBING 4.1 Roof dram age systems 4.2 Site and foundation drainage systems 4.3 Plumbing systems and devices 4.4 Continuity of fire separations at plumbing penetrations 4.5 Functional te~ing of plumbing related fire emergency systems and devices 4.6 Maintenance manuals for plumbing systems 4.7 Structural capacity of plumbi(lg components, indl!ding anchorage and seismic restraint 4.8 Rev1ew of all applicable shop drav.1ngs

-=--- -FIRE SUPPRESSION SYSTEMS 5.1 Suppression system classification tor type of occupancy 5 2 Design coverage, including concealed or special areas 5.3 Compatibility and location of electrical supervision, ancillary alarm and contcol devices 5.4 Evaluation of the capacity of city (mUnici~l) water supply versus system derrr.:u·ttls and domestic demand,

Including pumping devlces where necessary 5.5 Qualification of ~Neider, quality of welds and material 5.6 Review of all applicable shop drawngs 5.7 Acceptance testing for "Contractor's Material and Test Certificate" ~s per NFPA Stahdards 5.8 Maintenance program and manual for suppression systems 5.9 Structural capacity of sprinkler components, inoluding{tflchorag.e and seismic restraint 5.10 For partial systems- confirm sprinklers are tnstalled in ~- areas Where reqwed 5.11 Fire Department connections and hydrant locatiems 5.12 Fire hose stafldpipes 5 .13 Functional testing of fire suppression systems.-e;1rid de.vices

-,------- ELECTRICAL 6.1 Electrical systems and devices, including hTgh- building requirements where appficable 6.2 Continuity of fire separations at electrical penetrations 6.3 Functional testing of e!~ctrical reTated f{re emergency systems and devices 6.4 Electrical systems and deviCes maintenance manuals 6.5 Structural capacity of electrical components, including and!orage and

se.isrnic restraint 6.6 Clearances frorn blliKJTngs Of ;;,II electrical utility equipment 6. 7 Fire protectron of wring for emergency systems 6.8 Review of all applicable shop drawings

HJ GEOTE<;;HNICA'L- Temporary 7.1 Excavation 7.2 Shorirt~. 7.3 UnQerpinntng 7.4 Temporary construction dewatering

H;f GEOTECHNICAL - Permanent 8.1 Bearing capacity of the soil 8.2 Geotechnical aspects of deep foundations 8.3 Compaction of engineered fill 8.4 Structural considerations of soil, including stope stability and

seismic loading December 29. 2014 8.5 Backfill Date 8.6 Permanent dewatering 8. 7 Permanent uhderpinnlng

CRP's lmttals ' For Building Official's use only

2 of2

City of Vancouver- FOI2018-126- page 004

~TYOF VANCOUVER

Heat loss calculation work sheet

Address: 6289 Carnarvon Permit#: 013 4-406rbtb BTU/hr used

Proposed F'SR: 14387lsq.ft. Allowed !Proposed

Total Wall Area Concrete (min

R12) Total Wall Area stud

(min R22)

Prposed R·

Value

Jt2

122

5152lsq.ft.

1425 jsq.ft.

Total Wall BTU (Deduct Glazing) Total Roof Area (Attic min R-40): 140 o lsq.ft.

11505.~1

Total Roof Area (Vaulted min R-28): 140 3455 j sq.ft. 69101

Proposed Glazing from

concrete wall: JLowE 3 3367.2 sq.ft. 659971

Proposed Glazing from stud wall jLowE 3 177.2 sq.ft. 34731

Proposed glazing area: 25% 3544lsq.ft.

Permitted glazing area: 15'ro 2158lsq.ft. 422991

Max. Permit t ed BTU: 130184 BTU/hr

Total Pr oposed BTU: 115585 BTU/hr

Proposed isless therefore Approved

SIGNATURE: -----------------------------Note: Ref: VBBL 2007 9.25.2.6 Calculations required for compliance to En,ergy r equirements of VBBL 2007 for; residential buildings of 3 stor eys or less in building height. having a building area

not exceeding 600m2 and, a ll one and t wo family dwelling units regardless of area.

(April 8 2009)

11505.~1

48371

471411

2481 1

496221


~TYOF VANCOUVER


Address: 6289 Carnarvon Permit#: 013 4-406rbtb BTU/hr used

Proposed F'SR: 14387lsq.ft. Allowed !Proposed



(min R22)

Prposed R·

Value

Jt2

122

5152lsq.ft.

1425 jsq.ft.

Total Wall BTU (Deduct Glazing) Total Roof Area (Attic min R-40): 140 o lsq.ft.

11505.~1

Total Roof Area (Vaulted min R-28): 140 3455 j sq.ft. 69101


concrete wall: JLowE 3 3367.2 sq.ft. 659971

Proposed Glazing from stud wall jLowE 3 177.2 sq.ft. 34731

Proposed glazing area: 25% 3544lsq.ft.

Permitted glazing area: 15'ro 2158lsq.ft. 422991

Max. Permit t ed BTU: 130184 BTU/hr

Total Pr oposed BTU: 115585 BTU/hr

Proposed isless therefore Approved

SIGNATURE: -----------------------------Note: Ref: VBBL 2007 9.25.2.6 Calculations required for compliance to En,ergy r equirements of VBBL 2007 for; residential buildings of 3 stor eys or less in building height. having a building area

not exceeding 600m2 and, a ll one and t wo family dwelling units regardless of area.

(April 8 2009)

11505.~1

48371

471411

2481 1

496221


City of Vancouver - FOI 2018-126 - page 007

Report prepared for: Wendy Orth (Free User) on 8/19/2010 5:45:02 PM

lntertek

LISTING INFORMATION OF SAFTI FlRST GPXfSuperlite II-XL Fire Rated Wa\1 Systems 120 Minute

SPEC ID: SAFTI GPX !Fire-Rated Door and Wall Systems 120 Min

SAFTI FIRST 325 Newhall Street

San Francisco, CA 94124-1432

This report Is for the exclusive use of lntertek's Client and is provided pursuant to the agreement between lntertek and its Client. lntertek's responsibility and liability are limited to the berms and conditions of the agreement. intertek assumes no liability to any party. other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report Onty the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the lntertek name or one of Its mari(s for the safe or advertisement of the teste•d materia!, product or service must first be approved in writing by lntertek. The observations and test results in this report are relevant only to the sample tested. This report by Itself does not imply that the material, product. or servtce is or has ever been under an lntertek certification program.

SArTI FTRST 1212381 Rev: Apr 22 2010 I 0:06AM I Uncontrolled Copy Page 1 of6

Reportprepaml far: Wt:ndyOrrh (Fro:: Usee) oa 31/9/2Q!V 5:45:02PM

OB 446666

Glassprotex (GPX) with Superlite II-XL Wall Assembly Systems Assembly Rating -Up lo 2 Hours; Non-Bearing Wall

Superlite IL XL- 120 Minute Assembly

Maxtmum Allowable Clear 4,8-76 sq. in View Area Maximum Allowable Clear 124'' View Width Maximum Allowable Clear 124" View Height Minimum Stop Depth 5/81

'

Su_perlite II XL - 90 Minute Assembly Maximum Allowable Clear 4,876 sq. in View Area Maximum Allowable Clear 124" ViewW1dth Maximum Allowable Clear 124" Vtew Height

Minimum Stop Depth 5/8"

Su_perlite II XL - 60 Minute Assembly Maxtmum Allowable Clear 4,952 sq. in View Area Maximum Allowable Clear 124" View Width Maximum Allowable Clear 124" VIew Height Minimum Stop Depth 5/8"

·component Bearing the Warnock Hersey Certification Mark Note: For apphcat1ons of these glazing products in door assemblies and window assemblies as well as door vis1on panel kits, please see listing in appropriate sections.

Evaluated to the following ...

Design listings are based on, and supported by, proprietary test reports. The test reports further define proprietary design details which make these listings applicable only to the specified products manufactured by the listed manufacture.

Unless otherwise noted, the assemblies in this section have been evaluated for conformance to the follOWing standards:

SAFTJ FrRST 1212381 Rev: Apr 22 20 10 I 0:06AM I Uncontrolled Copy Page 2 of 6 City of Vancouver - FOI 2018-126 - page 008


Report prepared for: WendyOrth (Free User} on &/1912010 5:45:02 PM

ASTM-E 119, Standard Methods of Fire Tests of Building Construction and Materials. CAN/ULC-S1 01 , Standard Methods of Fire Endurance Tests of Building Construction and Materials. NFPA-251 , Fire Tests of Building Construction and Materials. UBC-7-1-94, Uniform Building Code Standard. UL-263, Fire Tests of Building Construction and Materials. OB 44666

Designs listed are minimum construction requirements to achieve frre rating.

Unless otherwise no1ed, fire ratings apply to tests conducted on both sides.

Attribute

CSI Code

Fire Resistance

Listed or Inspected Report Number

Criteria

Criteria Criteria

Criteria

Criteria

lntertek Services

Usting Section

Value 08 41 00 Entrances and Storefronts

2 Hour Wall Assembly

LISTED 3030221 , 3103268, 3103271, 100043646MID-002 UL 263 (2003) CAN I ULC S101

UBC 7-1 (1994) NFPA 251 (2006) ASTM E1 19 (2008)

Certification

WALL ASSEMBLIES

SAFTl FIRST 12 1238 I Rev: Apr 22 2010 I 0:06AM I Uncontrolled Copy Page 3 of 6


Repon prepared for: Wend}' Onh (Free: User) on 8/19/2010 5:45:02 PM DIRECT r

DRAWING INDEX

Design Listing SF _CWA 120-01 DB 4466

SAFTl Fl RST f 21238 f Rev: Apr 22 20! 0 10:06AM I Uncontrolled Copy Page 4 of~

Report prepared for: Wendy Orth (Free User) on 8119/20LO 5A5:02 PM

Design Listing SF_ CWA 120-01

'

Page 1 or 2 SAFTI FIRST

Desig n Number: SFICWA 12D..Q1 Saftl Rrst Wall Assembly System

ASTM E119.0D, NFPA 251-99 Assembly Rating: Up to 2 hounJ, Non-Bearing Wall

2 9 4 5 Vertical MUlliOn

(Aiummum)

1 4 5 9 2 Header

A-luminum 8 drud9d Pf8Ssura Cat>

2 9 5 Vertical Mull•on

(Wood)

1379254 SIU

DB

2 Sarti First G::>X Framing System - Proprietary 'See additional drawings in spedfications

3 Slkaflex sealant or construction grade slicone similar Dow Corning 795

4 118" x 1/2" Butyl tape cr closed c.ell g'a~ing tape

5 Safti First Superlate 11-XL - 60/90{120 rnnute Glazing Panels

6 Satll Ftrst Decorative Wood o; Wetal Tnm (optiCnalJ

1 Mine·al Wool

8 2' X 1-1/4" X 1/4" X 6"100g Steel Angle Oip

9 Silicone Sealant

DrAECT Pi Pit ' ID

4466

SAFTI FIRST I 2l238 1 Rev: Apr 22 20l 0 1 0:06AM I Uncontrolled Copy fag¢ 5 of6 City of Vancouver- FOI 2018-126 - page 01

Report prepared for: Wendy Orth (Free User) on 8/19/7010 5:45:02 PM

Design Listing SF_ CW A 120-01 (page 2 of 2)

SAFTIFIRST Design Number: SF/CWA 120-01 Saftl First Walt Assembly System

ASTM E1 19-00, NF?A251·99 Assembly Rating; Up to 2 hours, Non-Soaring Wall

Superllte II XL -120 Minute Assemb ly

Max1mum Allowable 4,876 sq. in Clear Viow Area

Maximum Allowable 124' Clear View Width

Maximum Allowable 12.4" Claar Vlf1N Helg'lt

Min mum Stop Dept.., 518'

Superllte II XL -90 Minute AssemblY

Maldmum Allcwable 4,816 sq. ill Clear View Area

Maximum Aliowa!lle 124" On"r \liQON Width

1Vaximum Atlov1ao/e 124' Clear V1eo1 beighl

Minimum Stop Depth 5/8'

Superllte II XL · 60 Minute Assembly

Maximum Allowable 4,952sq. in Clear View Area

Maximum Allowable 124' Clear View Width

Maximum Allow~5ble 124' Clear VIew Heich\

Minimum Stop Depth 516'

SAFTI FrRST I 212JR I Rev: ;.\pr 22 2010 !0:06AM I UocontroUedCopy

DIRECT

OB 446b6. .

Pege2 of 2

Page 6 of6 City of Vancouver- FOI 2018-126 - page 012

DB 44666 6 * 120 lviiNUTE FIRE RES ISTI\!E GPX \'V.ALL/ 'NINDO'Y *

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City of Vancouver- FOI 2018-126 - page 015

DB ·~4hfthb * 120 MINUTE FIRE RESISTIVE GPX WALL / \\ilNDOW *

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~ SAF'ITIF IRST F IRE R ATED Gl.A.ZING S OLUTIONS 325 }<""EWHAU. STREET TEL: (415) 824--4.900 SAN FRANCISCO, CA 94.12.4 FAX- ( A..l5) 824-- 5900

ill_'HlOO W- 120R- tp{l,. ~ HORIZONT.-\L MULf.JON [)E7AIL

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~ JQo- w- u!2R=..IJX1 ~~ VERTICAL AnJll.JON DETAIL

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City of Vancouver- FOI2018-126 - page 017

*· 120 MINUTE FIRE RESISTIVE GPX v\TALL/WlJ\DO\~ * For more details, please visiL •vww.safti.com

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1/2" == I' City of Vancouver- FOI 2018-126- page 018

08 446666 * 60 MINUTE FIRE RESISTIVE GPX 'VALL/WINDOVV *

for more details. please visit www.saflt.com

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New Home Registration Form Homeowner Protection Office

Branch of BC Housing

The purpose of this form is to certify, (or the purpose of section 30 of the Homeowner Protection Act, that a proposed new home is covered by home warranty Insurance and built by a licensed residential builder.

Licence Number: 34389 Expiry Date: June 30, 20 I 5 ------------------------------------------ ---------------------------------------Company Name: Pro Design Co. Ltd

.8. PROPERTY INFORMATION

Civic Address: 6289 Carnarvon Street

City/Town: Vancouver Province: British Columbia Postal Code: V6N I K2

PID: 024-551 - 17 1

Legal Description: LotS Blocks Nand 0 District Lot 321 Group I New Westminster District Plan LMP42692

Owner(s) of the Property: Jin Fang Li, Sheng Yun Dong

Number of Dwelling Units: I

Type of New Home: Single

Certi(ted and sealed by warranty provider: Seal:

Warranty Provider: Aviva Insurance Company of Canada ... National -8-u-ild_e_r_W_ a-rr_a_n_ty_N- o.-: _N_H_W_ B-97_6_9_3 ------------- ,.-----,. Home WarrantY"'

Insurance No.: NHWB97693-A06

W a rranty Provider Seal Date: October 17, 201 4

To be completed by munidpality or regional district and returned to the HPO:

Municipality or RegionaJ District : C c:>v Permit issued to:

--------------- ---- -··----···-----Date Issued: (monthfday/year) ~'2-/ :2 s-f Js-

Permit No.: O /J3> '-ft-/hfE::di:}/!? __ -·- ·-- ····------···- _____ _ Correction to civic address, type of new home or other information, if applicable:


LTO Application- Title Search Report Page l of2

~TYOF Title Search Report :;0f'-1e z 'f

Title: CA2447209 VA ~COUVER Printed: Jun. 19, 201 4 2:34 PM

Application for registration received on: Mar. 21, 2012

Entered on: Apr. 2, 2012

Declared value: 5063000

Taxation Authority: City of Vancouver

REGISTERED OWNERS IN FEE SIMPLE

Ll. JIN FANG, HOMEMAKER . Inc. No:

6289 CARNARVON STREET

VANCOUVER,BC

V6N 11<2

PARCELS

Parcel Identifier: 024551171 Short Legal Description: S/LMP426921//I/S

Description of land:

LOTS BLOCKS NAND 0 DISTRICT LOT 321 GROUP 1 NEW WESTMINSTER DISTRICT

PLAN LMP42692

LEGAL NOTATIONS

No legal notations

CHARGES

No recorded charges

• Caution - all charges may not be shown or appear in order of priority

• Current information only - no cancelled Information shown

thf.TILA AMA A r /UAil

'J../.0 T r o A Free. 7 (I_ '{ /13 t. f.) 6 Defl-tf( --HPov \fori? R;N.& 15N7r:£;/;'LtSG5 il S Z &o 3 _::;

I


tlttp://vanmaps3. vancouver.ca/ltoffiUeReport.aspx?title=CA2447209 6/ 19/2014

~ 0

8 0

453 WEST 12TH VANCOUVER, B.C V5Y 1V4 lEL : 604-873-7601 FAX . 604-8l3·7100

DATE ISSUED PERMIT TYPE

CITY OF VANCOUVER \ PERMIT r;ut.!BER

FEBRUARY 25, 2015 DEVELOPMENT AND BUILDING PERMIT p DB 446670 I AUlJKt:O>

LOT s BLOCKS N AND 0 DISTRICT LOT 321 PLAN LMP42692 6289 CARNARVON ST ~·

I OR~IOR , ...... ~

·~l· I~OSE r~eT\l~,L~15 . 000 IJ'SS ~~ ~~c IPU\OENAME

JUN 24, 2014 DEMOLISH ··-""""' """""'"" "'"'·· I

'Uo>c ""''<> Olm'PE

I~NAit

056-758-59-0000 ~ !""""'""'' £

Co'NTiACTOR DESIGN PROF PROPERTY OWNER ROBERT BILLARD SHENG YUN DON HAYER DEMOLITION LTD ROBERT®BILLARDARCHITECTURE.CA 2009 9TH AVE 6289 CARNARVON ST 6213 126B ST NEW WESTMINSTER BC V3M 3G6 VANCOUVER BC V6N lK2 SURREY BC V3X 3N2

TEl. 604 618- 052!1 l BUS LICENSE Ta 604 - 65!5 8283 IIUS LICENSE TEL 604 - 614 3318 1 EIOSUCENSE 145734 FA)( CERTlFIC,t;TE FAX fCERTIJ'IC\TE FA.X CEIITIFICATE

THIS BUILDING AND DEVELOPMENT PERMIT ~ICH INCLUDES THE PLANS MARKED AS FORMING PART THEREOF IS FOR THE FOLLOWING ONLY:

To dem.olish the existing one family dwelling ($15,000) on this site.

AND IS SUBJECT TO THE FOLLOWING CONDITIONS AND NOTES: 598 Tho ei~e shall be main~ained 1n a neat and tidy condltlon .

Al l debris shall be cleared ar~ the s~ce levelled to the aa~sfaecion of the City Building Inspector. Notify B.C. Hydro , Teraeen, Telus and, your local cable company WELL lN ADVANCE regarding disconnecti on ot services and/or demolit i on work . A Fire Petmi t ~s ~quired for the removal of underground storage canks w~ich mtlst be drained and removed prior to demoli~ion . I f an underground storage tank ia removed, a permit issued by the Pi re Department is required. Water line t o be disconnected inside the property line prior tO demolition tO prevent. da~ge tO the main line contact t he Waten.-c,rks Branch ac 60 4 323- 7800 between 7:30 - 3:30 Monday to Fr:.day f<>r shut · off procedures .

Before commencing demolition the applicant is requested to contact sta~f at the Vancouver Museum at 604-'136· 4431 to ascert ain whether any of the c~ilqing components might be of hlst or1cal va lue .

See a t tached list.

Water mus t remain a va i lable down.

on c:he site for wetting down the :lemolished building at regular i nt:Etrvale to keep the dust:

~o work shall be conducced unti l the Hazardous Matertals Report Form has been completed and sut1m1tted Envtronmencal Protection Branch.

t.o the

910 Construction must be carr1ed out 1n compliance wl th the prcv~s~ons of Noise Control By · law foro . &SSS

EXISTi torG USE SPECIFICS/ LOCATION AREA (SP) occ £lUSTING USE SPECIF:ICEI/LOCATION ARBA (SP) occ 030 ON£- PAM DWELLING DEMO c

I'l'EM SPECIFICS/ REFERENCE frrY/ AMT ITEM SPECIYICB/RSPER!NCE OTY/ AMT 0036 IAlT TYPE 01 I'fSIDE/LANE 0041 BY· LAW PROVISION 0 OUTRIGHT 0037 !JOT WIDTH IRR 63 . 28 79 . 60 f1' 0080 ZONE Z009 RS · S 0038 !JOT DEPTH I RR 102 . 01 20J . 24 FT 0375 11PO EXEMPTIONS 4_3 DEMOLITION ONLY 0040 PRO:ESSED THROUGH 34 PROC erR - PCl OUT

RELATSD PERMITS: 08446666 CONSTRUCT 6289 CARNARVON ST APPROVALS REQD BEFORE PERHJ:T IS COMPLETED I NCLUDE I BilO oUIWING INSPEC'I'N SAUL SC!IWEBS 604 - 873 · 7040 CONTACT Q : lNVOICE REFERENCE KR. C!IUN ZHAO

VAN COWER ac TEL: PAX : BUSLIC: CER: PROCESSED BY: PCl REVIEW BY K HSIEH ADDinONAL NOTES: 915 To book an inspection call 3·1-l f rom wl thln Vancouver or 604 · &73 - 7000 from outs~de Vancouver. The l · l -1 Centre

ls o~en 7 days a week £rom 7AM to lOPM, J65 dayu a year. Also . our 24 hour Building lnapec~ions booki ng request meaeage line is 604-87) · 7058. For i nformat i on on bow lo use it, please contact the 3- l - l Centre.

AS Oi'INI>R OR OWNERS ' AGENT, l HAVE VERIFIED THAT Tli.E INFORMATION CCNTAINED lllTIUN THIS DOCUMENT AND A::>"'SOClATEO tlOCtJMENTS ANO Pt.ANS tS CORRECT, AND DESCRlSES A USE. A B\Jll.OlNG OR A WORK WlilCH COMPLIES WITH ALL RELEVA.'IT Bl' · lJ\WS AND STATUTES . l ACKNOWI.EDGE THAT RESPONSIBiu!i\' FOR BY- t.AW COMPIJANCE RESTS WITH THE OWNER AND THE OWNS'R'S E..'>IP!JOYE:E:S, AGENTS AND CONTRACTORS. 1 WILL lNDOOUFY AND Sl\V3 HARMLESS THE CITY OF VANCOLVSR, ITS OFFICI AilS, FiMPt.O\'EES AND AGENTS AGAINST Al.L CLAIMS, l.lABIL!TtES AND EXPENSES OF ~JERY KIND, t:N RESPECT OP ANYTHING DONE OR NOT DONE li'URSOA.'IT '1'0 TIHS APPLICATION OR FACT SHEET OR ENSUING PSR.MTT. INCLUDING NEGLIGENCE AND/OR '!'H.E !!'AllURE 'l'O OBSERVE Al.t BY LAWS, ACTS Oi!t R£G1JLAT10liS

-rn .U.OOUI<T I'U ~ 190 DEV SCI!ED 8 269 -~•o 300 llUILClNO PEE 201. (10

SIGNED BY ROBERT BI LLARD 312 DEMO CNE- I'A.'IILY 1,00~ 00

DATE SEE APPLICATION

ISSUED BY K HSIEH

FOR THE DIRECTOR OF PLANNING & D.EV INVOICE : ?7S693 I TOTAL $1,470.00 CHIEF BUILDING OFFICIAL

. , ., . 201510212514:49:39 AUDIT COPY

Beaulieu, lee

To: Cc:

robert @bi llardarch itectu re .ca Hsieh, Katrina

Subject: landscape review - DB446666 - 6289 Carnarvon

Hi Robert,

In reviewing the arbarist report (David Walsh, dated Feb.9, 2014) and plans submitted. There are items that need to be addressed in order to further the review:

1. The arborist report does not comment Gtn tree retention in the context of the proposed plans. The report must be expanded, refer to section 7 .1, The Prot-ection of trees bylaw for further direction.

a. For the front yard trees, remova1l of existing infrastructure (demolit ion) should be discussed; b. Depending on the findings in item #1" submit a detailed letter of assurance for arborist supervision,

signed by the arborist, owner/cqntractor. c. Ensure that the arborist provides a detailed, accurate, dimensioned tree protection barrier map;

2. On the site plan: illustrate the tree protE~ction barriers accurately with dimensions and include and any important notes drawn from the arborist report to inform site work;

Lee Beaulieu Landscape Review £t Protection of Trees bylaw Planning & Development Services Ct ty of Vancower 604.873.7168

1 City of Vancouver- FOI 2018-126 - page 028

TREE ASSESSMENT REPORT

Residence- at; 6289 Carnarv10n St. Vancouver, B.C.

This report documents and describes trees growing on the above referenced property (22) t o

aid in the landscape plann ing for the redevelopment of the site. Trees were measure.d aod assessed for health, defects and Stability and recommendations are made where appropriate. Tree locations a(e indicated on an attached diagram based on the provided survey plan. Five trees not shown on the original plan are Included. Diagram tree letters correspond to text tree numbers. Examination date was February 4, 2014.

Tree Descriptions

A. Western Red Cedar (Thuj a pUcara) - DBH (diameter at breast height- measured at 1.4 m) is 84 em. -height is 32 m. - sevt~ral panels of dead bark at base. Visible rot under portions. -health is good, vigour is fair to good1 form is good.

B WR Cedar - DBIH is 103 em. - height is 32. m. - no v isible defects. -health is good, vigour is fair to good1 form is good.

C. WR Cedar

- DBH is 99 em. - height is 31 m. - 30 em diameter candelabra branches at 5 and 6 m forming small secondary tops. - trunk with light ivy cover to 2 m. - hea lth is good, vigour is fair to good, form is good. - ivy removal recommended.

D. WR Cedar - DBH is 87 em. - height is 32 m. - crown is somewhat thin with several dead branches mid and upper. -trunk with moderate 1vy cover to 5 m. -health is fa1r to good, vigour is fa ir, form 1s good. -ivy removal recommended .

-1-



E. Flowering Cherry (Prunus spp.) - DBH is 52 em. -height is 7 m. -main graft/crotch area at 2 m; 2 of 6 main tops are dead and removed, 40 em and 1 m stubs. -open scar with visible rot and extensive insect boring evident; base to crotch.

- e:xtensive dead material throughout crown. -numerous 2 to 5 em diameter pruning stubs. -health and vigour are fair. ·form is poor. - i n decline, very imbalanced crown, crotch stability very suspect, poor landscape spe,cimen;

removal is recommended.

F. Grand F1r (Abies grandis ) - QIBH is 108 em.

- neight_ is 33 m. -o ld topping at+/- 20m.

- 6+ new+/- 30 em diameter tops to full height with 0.5 to 3m displacements. - fence nailed to trunk.

-health and vigour are good, form is fair. -fence remova l is recommended. Inspection by a qualified climber to determine the tCOnditioh o·f t he topping crotch and to do a·ny remedial work necessary (unstable top removal, cabling e1tc.) is recommended.

G. Flower ing. Cherry - DISH Is SO em.

-height is 7 m.

- rnain graft/crotch area at 1.75 m. - numerous burl-type deformities, many with dead and shedding bark and visible rot, on main

trunk.

-heavily and badly pruned down in height . Numerous 5 to 10 em diameter stubs. -health and vigour are fair, form is poor.

- in decl ine and a very poor landscape specimen. Removal is recommended .

H. Atlas CE!dar (Cedrus atlantica) - OBH is 61 em. -he ight is 23 m. - s•~vera llO em diameter open branch removal scars in lower t runk. - no other visible defects. -health and vigour are good, form is good.

I. Tulip Ma1gnolia (Magnolia _x soulongiona)

-forked at 0.4 m; DBH's are 20 and 2). em .

-h eight is 8 m. - gmwing between houses; very linear crown east - west . Touches neighbour's house! to north

and overhangs site house.

-some pruning stubs and water shoots (minor).

-2-

•


- health and vigour are good, form is unusual but good.

-if retained will require earful pruning.

J. Silver Maple (Acer sacchorinum)

- DBH is 85 em.

-height is 24 m. - 20 degree lean north; partially influenced by a large Big-leaf Maple to the south and partially a result of instability.

-one of three main tops has been cut back by 2/3 and has very rotten 10 to 20 em secondary branch stubs. A remaining 10 em diameter branch has a 1m long open longitudinal split.

- other two tops have numerous .;mailer rotten stubs. - extensive die back throughout crown.

- middle stem has numerous.smatl conks mid-crown. -health ar1d vigour ar:e fair to poor, form is poor.

-in decline, crown and whole-tree stability are suspect; removal is recommended .

K. Sawara False Cypress (ChomaecypariS pisifero) - DBH is 48 em. -height is 22m. -forked at 7 and 11 m. -thin crown with several dead branches in lower portion.

-health and vigour are fair, form is fair.

L. English Holly (!lex aquifolium) - DB I-t is 29 em . - height is 12 m.

- fork~d at 8 m. - minor scar at base. - lower crown is thin from fungal infection . - health is fair to good, vigour is good, form is fair to good.

M. WR Cedar

- DBH is 27 em. -height is 12m. -forked at 1.5 and 4 m. - 40 em of included bark in lower fork. -health and vigour are good, forrn is fair.

N. WR Cedar - DBH is 26 em. - height is 14m. - neighbours shrubs are tied to the trunk with nylon rope.

- no visible defects. - health and vigour are good, forrn is good.

- rope removal is recommended.

-3-

. ...


0 . Thread-leaf Sawara Cypress (Chamaecyparis pisifera 'Filifera' ) - DBH is 40 em. -height is 16 m. -forked at 2, 2.5 and 4 m. Fo1rk at 2m has been removed . - root flare is distorted by a latrge rock. - thin crown. -trunk has moderate ivy cover to 4 rn . - health is good, vigour is fa ir,, form is fair to good. - ivy removal is recommende1d.

P. Flowering Plum (Prunus cerasifero 'Pissardii') -forked at base; DBH's are 27, 36 and 37 em. - height is 10m. - extensive old scarring, rot a1nd cavities in all stems from base and into crown. - fungal conks on some branches. - 15 degree lean south-west over neighbour's garden. -health and vigour are poor, form is poor. -in rapid decline, crown and whole-t ree instability; removal is recommended.

Q. WR Cedar - DBH is 56 em. - height is 15 m. - 15 x 30 em scars at base and 2 m. -top broken off at 7 m heigh1t and 25 em diameter ; rot visible. New top has formed with candelabra branches. One has partially failed and has a 20 degree lean over the neighbour's garden. One scarred and broken 10 em diameter limb hanging in crown.

- health and vigour are fair, form is poor. - unstable top, poor landscape specimen; removal is recommended.

R. WRCedar - DBH is 89 em. - height is 30m. - natural forking mid-crown and in top 5 m. - health and vigour are good, form is good.

S. E Holly - forked at base; DBH's are HI, 22 and 24 em. -height is 12m. -additiona l forking at 8 m.

- 2 x 5 em diameter removed stem stubs at base. -health and vigour are good, form is fair.

T. F Plum -forked at base; DBH's are 50 and 52 em. -height is 10m. - 1 rn of included bark betwe~~n tops.

-4-


-extensive scarring and rot throughout crown. One stem with Jong•tudinal separation crack and cavlty.

- fun,gal conks at base. - extensive dead material throughout crown. -health and vigour are poor, form is poor. -in rapid decline, crown and whole-tree insta~illty; removal is recommended.

U. E Holly -forked at base; DBH's are 15 and 17 em. - height is 7 m. - 5 cm diameter dead fork at base. • sear at base. - health and vigour are fair, form is fair.

V . WR Cedar - DBH is 43 em. -height is 16 m. - no visible defects. - health and vigour are good, form is good.

There are four neighbour t rees that are close to boundaries that may have to be considered when designing protection fence locations. No city owned street trees are involved. Of the twenty-two site trees exc1mined six are recommended for removal.

Assessments of trees were based on visual exammation of above ground parts for struc:turat defects, lean and general heatth. There was no coring or climbing involved. As much as is reasonable was considered to ensure that trees not recommended for immediate removal were not unstali>le in the condit ions at the time of inspection but there can be no guarantee that failure will not occur at any t1me. There are too many unknowns including weather, soil structure and hidden defects for t hat to be possible.

Prepared by;

David Walsh, Cert. Arborist (ISAL Cert. Tree Risk Assessor 903 Hummingbird Lane, Bowen Island, B.C., VON 1G1

604 9U-2789

,-.

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City of Vancouv - FOI 2018-126 - page 034

~TYOF VANCOUVER

BUILDING PLAN ORDER FORM CUSTOMER MEMO AND RECEIPT

COMMUINITY SERVICES LicenCE!S and Inspections By-law Administration

*NOTE: REFUNDS WILL NOT BE ISSUED ONCE THE FRAMES HAVE BEEN SCANNED

NAME: EMAIL ADDRESS: robt? r t (@ b:'IJ~:~rAo. rt h t' -1 ~c 1 u.re . l t(

f-:22(1r I DATE:

o SCANS TO PDF ~ 10 frames - email within 2 business days

o SCANS TO PDF > 10 frames- USB stkk for pickup (Please allow up to 3 busfness days)

DATE FROM #OF MICROFICHE FRAMES (REV, SP,ETC) ADDRESS PERMIT# PAGE# FRAME: # FROM FICHE

(,d_<g9 C G..r~c\Jof\

TOTAL FRAMES L\-\ {o FOR INTERNAL USE ONLY

Ml #: L)SbOqJ.... AMOUNT PAID:$ #of Fiche:

RECEIPT#: \4 5"5 s ... CITY OF VANCOUVER

o Correct # of fiche returned to staff COMM UNITY SERVICES

PAID BY: X)~~~..\ PAI D

o Customer verified correct ID received MAY 19 2015 ID TYPE:

ID #: Customer's Initials: BY-LAW ADMINISTRATION

PJt\10 STAMP

.. * By-law Administration Staff Authorization Signature:----------------

DOC/ 2013/255137

~ITYOF VANCOUVER

DEVELOPMENT & BUILDING SERVICES CENTRE

APPLICATION TO ACCESS & COPY BUILDING PLANS

(NON-STRATA PROPERTY)

0 The Applicant is the current registered owner (photo 10 required)

~The Applicant is an agent acting on behalf of the current registered owner ' (owner's signed authorization form and agent's photo 10 required)

Applicant's Name: YA~C., ZHI\0 (Please Print}

Mailing Address:

City:

Phone: Cell: +~ { E-mail:

.ll(l)

I hereby make application to access and obtain copies of any building plans relating to the above property held in the City's possession. I am aware of the applicable fees herein.

I request the City to make copies on my behalf and I agree to hold harmless and Indemnify the City of Vancouver in respect of any claim that may arise there from. I intend to use these copies for purposes of private study, research, criticism, review or newspaper summary, and I understand that any other use may constitute an infringement of The Copyright Act.

Initials: b

................. ~~ ... ~ ........................................................ ..... . (Signature of Applicilnt)

........ rz.?.../.t..?..l~.P-!.2. Date

O<>C/2013/161394

City of Vancouver - FOI2018-126- page 036

~TYOF VANCOUVER


OWNER'S AUTHORIZATION TO ACCESS PLANS FOR

NON-STRATA PROPERTY

(Property Address)

1, __ J=--1 v1___;f;_~____,:t-...:....L_I ______________ am the Registered Owner of (print owner's name)

the above property, and hereby authorize __ 'f_IM"'-----~,.9'---:--z_h-:-evv----:---------(print authorized agent 's name)

to access and obtain copies of any building plans relating to the above property on my behalf.

I am aware of the applicable fees herein.

Owner's Signature:

Owner's Mailing Address:

(City) (Postal Code)

Owner's Phone No:

Owner's Email:

DOC/ 2014/298846


..

'~YOF VANCOUVER

BUILDING PLAN ORDER FOI~ CUSTOMER MEMO AND RECEIPT

COMMUNITY SERVICES Licences and Inspections By-law Administration

*NOTE: REFUNDS WILL NOT BE ISSUED ONCE THE FRAMES HAVE BEEN SCANNED

NAME: ________________ __ EMAIL ADDRESS:

DATE:

o SCANS TO PDF ~ 10 frames - email within 2 business days

1( SCANS TO PDF > 10 frames - USB stick for pickup (Please allow up to 3 business days)

DATE FROM #OF MICROFICHE FRAMES (REV,SP,ETC) ADD HESS PERMIT # PAGE # FRAME# FROM FICHE

0~ .l6 ·l::) b~%9 C~rY\c,c-vo"' \)44 666 b 0\oy 11-~345 G 5 o~o'-t ~ \3 y~{; s-osoL-1 ~l.l~~ 4

TOTAL FRAMES - \Lf FOR INTERNAL USE ONLY -

Ml #: d..D l'YOOO ~ <;< AMOUNT PAID:$ #of Fiche: CITY OF VANCOUVER

RECEIPT#: COMMUN TY J ~VICES

o Correct # of fiche returned to staf f PAID PAID BY: OCT 06 2015

\JL o Customer verified correct ID received ID TYPE: BY-LAW ADMINISTRATION

ID #: ()1,7S:bJ 5 Customer's Initials:

PAID STAMP

*** By-law Administration Sta1ff Authorization Signature: - ---------------

DOC/2013/255137

~TYOF VANCOUVER


APPLICATION TO ACCESS & COPY BUILDING PLANS

(NON-STRATA PROPERTY)

(Property Address)

D The Applicant is the current registered owner (photo 10 required)

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I hereby make application to access and obtain copies of any building plans relating to the above property held in the City's possession. I am aware of the applicable fees herein.

I request the City to make copies on my behalf and I agree to hold harmless and indemnify the City of Vancouver in respect of any claim that may arise there from. I intend to use these copies for purposes of private study, research, criticism, review or newspaper summary, and I understand that any other use may constitute an infringement of The Copyright Act.

Initials: ~/

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OOC/1.01 3/161394 City of Vancouver - FOI 2018-126 - page 039


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Landscape Archttectural Technician

Subject : Tree and Root Protection Barriers Installation and Pre-Demolition Site Assessment Inspection Request.

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D Protection already installed.

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appointment date.

Inspection Status Form Entered on PRISM

OS Enquiry(tr - T001 (Revised Feb. 2012)

District Building Inspector Cofj~ofVancouver- FOI2018-126- page 041


The installation of the Tree and Root Protection Barriers was inspected and found to be

~Acceptable Date: ';:1= f~ D Unacceptable for the following reason(s): Date: _ _ _

[] []

Substandard materials Substandard construction Incorrect distance from trees

D Protection Vio,ated 0 Protection not installed

Dl 0 Other _______ _

D Re-inspection required 0 Applicant notified Date: _____ _

The pre demolition site assessment was carried out and found to be

~cceptable Date: fr fi~ D Un~acceptable for the following reason(s) :

01 More than three storeys 01 Too dose to adjacent buildings I street

Date: __ _

01 Very sloped site I soil stability issue I limited access 01 Over height chimney near property line 01 Other: __________________ _

0 Demolition p[an required

D Demolition plan received

D Engineered demolition plan requj.red

Date: __ _

D Engineered demolition plan received Date: __ _

NOTES::

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- FOI 2018-126- 045 k_ f{S/t.

Hsieh, Katrina

From: Sent: To: Cc: Subject: Attachments:

Importance:

Good morning Katrina ,

Robert Billard <[email protected]> Friday, December 12, 2014 11:23 AM Hsieh Katrina 'Allen Yang'; [email protected]; 'Wei Chen'; 'George Zhao·; Werner Meile' RE: 6289 Carnarvon update 6289 Carnarvon Fin Wall location conftrmationl2122014 pdf; 6289 CARNARVON STREET - A109 SECTION - 12 12 l4.pdf; 6289 CARNARVON STREET - Al08 SECTION -U 12 14.pdf; 6289 CARNARVON STREET - Al07 SECTION - U 12 14.pdf; 6289 CARNARVON STREET- Al06 ROOF PLAN · 12 12 14.pdf; 6289 CARNARVON STREET -A105 UPPER PLAN - 12 12 14.pdf; 6289 CARNARVON STREET - A104 MAIN PLAN - 12 12 14.pdf; 6289 CARNARVON STREET A103 LOWER PLAN - 12 12 14.pdf; 6289

CARNARVON STREET- A102 SITE PLAN 12 12 14.pdf; Superlite ll-XL GO. pdf; Fire Rated Glass_ SAffi ... pdf; 6289 CARNARVON STREET - INTERPOLATED GRADE CALCULA TIONS.pdf; Billard-6289Carnarvon.pdf

High

Please see the comments below in red and the supporting documentation attached.

Thank you for your help.

Robert G. Billard, Architect AIBC, LEED AP Billard Architecture T: 604-619-0529 robert~billardarchitecture.ca www.billardarchitecture.ca

---- -Original Message-----From: Hsieh, Katrina [mailto:[email protected] Sent: Thursday, December 111 ie14 9:e9 PM To: Robert Billard Cc: 'Allen Yang'; [email protected] 'Wei Chen'; 'George Zhao ' j 'Werner Meile' Subject: RE: 6289 Carnarvon update

Hello Robert,

Yes, the City has been experiencing longer than normal processing times for outright permit. I would like to take this opportuniry again to shed light on t his.

When we accepted this application in late June, we were anticipating the code to change July 1, 2014 and took in double the amount of applicat ions for that month in order to facilitate applications under the old code. The code change was postponed to January but it we still had to process all the applications and that is why the tentative review date was not slated unt il the end of Seprember.

When you contacted me in September, it was near the tentative review date and informed me that there were changes to the plans. The plans were submitted past the review date and I did my best to accommodate this on my busy and already packed schedule.


The lot is unusual , and posed some challenges in terms of setbacks , and grade elevations which we have acknowledged and worked through with you. The design and slope of the driveway also posed some concern which required extra time to review and director of planning approval. I believe that we were f air in our decision and did our best to enable and to retain as much of the original design as possible. As our schedules are booked in advance, it often takes us a minimum of 2 weeks to review the updates etc. I believe I have adhered to this timeline.

My previous review, as noted, was an initial review and required more information, which you have since provided, before we could review fully. Some of the items listed below1 again~ are from the initial review. Others are indeed new but comes from the final review.

Please see my comments below. If you have any questions, please contact me and I am happy to clarify and assist.

Katrina Hsieh Project coordinator Development Review Branch Planning & Development Services West Annex, 515 w 10th Ave P: Ge4.873 . 7284 E: [email protected]

From: Robert Billard [mailto : [email protected]] Sent: Tuesday 1 December 09, 2014 10:10 AM To: Hsieh, Katrina Cc: ·Allen Yang • i zzhao@telus. net i 'Wei Chen' i 'George Zhao' ; 'Werner l.,eile' Subject: RE: 6289 Carnarvon update Importance: High

Katrina,

Please see my comments below in red . It is unfortunate that these issues are only coming out now. It has been six months with the city to date. Many of the comments below are and have been addressed on the drawings.

We can talk tomorrow.

Regards 1

[Billard Architects Logo small)

Robert G. Billard, Architect AIBC, LEED AP Billard Architecture T: 604-619-0529 [email protected]<mailto:[email protected]> \~.billardarchitecture.ca<http://www.billardarchitecture.ca>

From: Hsieh, Katrina [mailto:[email protected] ] Sent: Tuesday, December 09, 2014 9:26AM . To: robert@billardarchitecture . ca<mail to:[email protected]> Subject: FW: 6289 Carnarvon update

Hi Robert, 2

City of Vancouver- FOI 2018-126 . page 047

I r•eviewed the updated plans yesterday and did a complete review of the plans and again below are my comments: I can 1 t see the <Ill information on the site plan but from what we talked about and gather it looks ok. Some of the comments are ones that weren't addressed or submitted on my earlier list of items.

Please NOTE that you still need to address Landscaping deficiencies, (see earlier· email sent to you by Lee Beaulieu) before they can give clearance. The requests by Lee were addressed in September and a new report with tree protection etc was provided to you. They are attached again.

Yes, sorry, I do recall receiving the email with the attachments, and have requested an update with Lee i=rom Landscaping. The status currently on Landscapins is still pemding but I will notify you when there is an update. Can you send the pdf? Attached

1. Updated survey required to show allowable building envelope setbacks at all four sides of the building, remove footprint of existing building, (keep all existing retaining walls and top and bottom elevations) The allowable building footprint setbacks are clearly noted on the survey. I will ask the client to supply an updated su~vey again. Ok thanks. 2. Reduce size of driveway to main floor garage as it allows for a 3 point turn and maneuvering which is not permitted in the front yard as per the Parking By-Law. As per the revisions over a month ago, the driveway has been reduced in size and cannot be reduced further in order to get two cars into the doors of the garage and the entrance to this part of the driveway is as thin as it can be allowed to be. There is no ability or intention to be able to do a thr€~e point turn. The driveway proposed is still larger than we would like to see. Please reduce the North East side. (2' would be ok) You can keep the first 5' distance from the garage 1:he same size. 1 have revised the driveway again and reduced the width by 2J as requested. See revised site plan. 3. Glass guardrails require either a top cap or a structural Engineer assur·ance. A section details is required, signed, stamped and dated by the Engineer. The drawings clearly show a top rail c>n the railings and it is noted as being metal. The exterior ones show this but the interior stairs and guardrails are not identified. Notes have been added to the interior stairs. See revised plans. 4. Pool arE!a section required and Structural and Geotechnical assu rance rea.ruired for t he pool as t he E~xisting Schedules signed do not mention t he pool. Sc.hedule 81/82; specifically req~1ired for the following: A pool section was provided in revisions a month ago. I will contctct the Structural engineer for assurance . I will contact the Client for Geotechnical. Sor·ry I received the section for the turn tablP but not one for the pool. Please resubmit c1ne Here is the section supplied earlier. 5. Portion of the cellar (utility room) still protrudes into the required side yard on the North side. Portion of the utility room needs to be removed. we can reduce this tiny corner. Ok. Revised. See plan. 6. Clearly show that part of the corner of the 2nd Floor bedroom is within the d~creased side yard building depth, it looks like it is outside and may need to be reduced in s1ze as per 4.5.5 this portion is only permitted to be 1 storey. The second floor bedroom is within the required setback . Please show this on ~he floor plans, by tndicating here the set back and 65% building depth. Revised. see plan. ~ . Structural needs to be updated to match the Architectural Plans . 1 am awaiting revised drawings f rom Structural. Ok thanks. 8. Spatial calculations are missing from the elevations. Please provide calculations and how you are meeting them. The glass on the side elevations due the amount may be required t~ be glass block to meet the Vancouver Building By-Law regulations. Are you referring to the Llmiting Distance Calculations? If so, as noted on the drawings, the glass that is specified is a 1hr to 3hr rated assembly and as such meets the criteria of a Protected opening. This

3 City of Vancouver - FOI 2018-126- page 048

system is far superior to Glass Block. We can have a Code Consultant and Glass Supplier provide assurances to this fact. VesJ I am referring to the limiting distance. You need a st,t~ment that specifically addresses 9.10.15.2 of the vancouver Building By-Law. You can forward me the product information and testing so that I can ensure that it meets the requirements. Please see attached specifications for the specified window system. Note the reference of it as oeing considered a "transparent wall". Please advise if more is needed. 9. 10. Energy calculations are ~issing for the plans. These can be provided. However due to it being a concrete building and the rated gas filled glass with coatings it far exceeds the CityJs recommendations and will require a computer model. Y~s 1 I agree that it will meet he r·equirements but we still need to have the stdtemen• please We will get the statement for you ASAP. 11. Height - What is the actual roof peak (given is 110.39 which is not associated with any of the roof peaks) Note that calculation of heights is calculated on interpolation as prescribed in the RS-5 Schedule. YesJ this has been calculated based on the interpolation and the roof level and the fin elevations are noted on the drawings. The interpolated grade is noted on the East Elevation and on the site plan. The maximum height needs to work on the lowest part of the lot at the highest point of the building. The current interpolation shown is on the NE side of the property but the lower side is on the SW point. As per the RS-5 Bylaw section 4.3 is as follows:

4.3.5 Height shall be measured from a hypothetical surface determined by joining the existing grades at the intersections of the hypothet1cal lines defining the front and rear yards and the side pr·operty lines, except that if the Director of Planning is of the opinion that the hypothetical surface determined by joining the existing grades is not compatible with the existing grades of adjoining sites or general topography of the area, he may instead require that height be measured from base surface.

Please see the attached sketch outlining the calculation of the interpolated grade. The bylaw, unlike some other bylawsJ does not state the height is measured from a particular buildins face, but calculated based on the interpolation of the intersections of all the yard setbacks and the property line. This has been calculated as such. The max height was calculated at thls as the fin and roof are level. In essence~ due to the site sloping dramatically to the back, this is an advantage to the neighbours as the house appears lower at the street. Please see attached sketch.

12. Architectural Arc feature on the site plan and elevations show as within the building envelope but the plans and elevations show otherwise. Please clarify. The location of the fin is within the setback as noted on all plans as well as the site plan . Please provide overall dimensions to all floor plans. As noted in red on the attached sketches, the fin is located within the building envelope and dimensions are noted as such.

r will be away from my office doing intake appointments all day so if you have any questions please email them to me today or we can chat tomorrow if you require further clarity.

Best regards, _ {}e!,mt?/1/7(5';1? A~?e.l:/7~

Katrina Hsieh. - /-C_.P~~~d LJ._~fice:z.:7"f&7t. ~" ~ Project coord1nator ~~' Development Review Branch Planning & Development Services west Annex, 515 W 10th Ave P: Ge4.B73.7284

City of Vancouver. FOI 2018-126 . page 049

E: [email protected]<mailto:[email protected]>

5 City of Vancouver- FOI 2018-126- page 050

Hsieh, Katrina

From: Hsieh, Katrina Sent: Tuesday. December 09. 2014 9:26 AM

[email protected] To: Subject: FW: 6289 Carnarvon update

Hi Robert,

1 reviewed the updated plans yesterday and did a complete rev1ew of the plans and again below are my comments: I can't see the all information on the site plan but from what we talked about and gather it looks ok. Some of the comments are ones that weren't addressed or submitted on my earlier list of items.

Please NOTE that you sti ll need t o address Landscaping deficiencies, (see earlier email sent to you by Lee Beaulieu) before they can give clearance.

Can you send the pdf?

Updated survey required to show allowable building envelope setbacks at all four sides of the building, remove footprint of existing building, (keep all eX'isting retaining walls and top and bottom elevations)

2. Reduce size of driveway to main floor garage as it allows for a 3 point turn and maneuvering which is not permitted in the front yard as per the Parking By-Law

3 Glass guardrails require either a top cap or a structural Engineer assurance. A section details is required, signed, stamped and dated by the Engineer.

4. Pool area sect1on reQuired and Structura I and Geotechnical assurance required for the pool as the existing Sd1edules signed do not mention the pool. Scheaute Bl/82 specifically required for the following:

5. Portion of the cellar (utility room) still prc:>trudes into the required side yard on the North side. Portion of the utility room needs to be removed.

6. Clearly show that part or the corner of the 2nd Floor bedroom is within the decreased side yard building depth, it looks like it is outside and may need to b1e reduced in size as per 4.5.5 this portion is only permitted to be 1 storey.

7 Structural needs to be updated to match the Architectura l Plans. 8 . Spatial calculations are missing from the elevations. Please provide calculations and how you are meeting them.

The glass on the S1de elevations due the amount may be required to be glass block to meet the Vancouver Building By-law regulations.

9 Energy calculations are m•ssmg for the pi ans.

10. Height-What Is the actual roof peak (given is 110.39 which is not associated with any of the roof peaks) Note that calculation of heights is calculated on interpolation as prescribed In the RS·S Schedule.

11. Architectural Arc feature on the site plan and elevations show as within the building envelope but the plans and elevations show otherwise. Please clarify

I will be away from my office doing intake appointments all day so if you have any questions please email them to me today or we can chat tomorrow if you require further clarity.

Best regards, , {?.e~/1h~.o ?ec/a~.;z.hP;:>1 ~--~

Katrina Hsieh Project Coordinator

1 City of Vancouver - FOI 2018-126- page 051

Development Review Branch

Planning & Development Services West Annex, 515 W 10',. Ave P· 604 873.7284 E. [email protected]

2 City of Vancouver - FOI 2018-126 - page 052

Dhanoa, Kamaljit

From: Sent To:

Westerman, Denise

Wednesday, August 10, 2016 11:52 AM

Chen, Tony Cc Subject;

Schwebs. Saul; lam, Matthew; DOMINO (OTYVAN) RE: 6289 Carnarvon St - spatial re-check please - letter# 3

Thanks Tony. but I will be away and this is not my project either.

Please follow up directly w ith Pat Ryan and Matthew Lam for decision.

Thank you again ...

Denise

from: Chen, Tony Sent: Wednesday, August 10, 2016 11:39 AM To: Westerman, Denise Cc: Schwebs, Saul; Lam, Matthew; Ryan, Pat (POS); DOMINO (CITYVAN) Subject RE: 6289 carnarvon St - spatial re-check please - letter # 2

Thanks.

We will need some time to review it for VBBL compliance. Please allow up to two weeks minimum for us to provide you wi:t:h a preliminai"J finding.

Tony Chen Housing Review Branch Planning and Development Services CITY OF VANCOUVER 604 873-7783 tony [email protected]

From: Westerman, Oenlse Sent: Wednesday, August 10, 2016 10:05 AM To: Chen, Tony CC. Schwebs, Saul; lam, Matthew; Ryan, Pat (PDS); DOMINO (CITYVAN) Subject: 6289 carnarvon St - spatial re-check please - letter # 2

Hi Tony & Saut CBO has indicated t hat we are not taking any immediate action I notification with the project Architect.

But the City should st ill figure out if spatial separation is conforming t o VBBL or not, 5a1Jl confirmed that he will follow up on the spatial compliance confirmation. I was unable to locate any AL on PRISM nor POSSE on spatial issue. I have printed the yellow check sheet from DOMlNO, and hi-llted a few areas (stairs, headroom, ventilation) 1hat needed re-confirmation for Saul's audit Maybe the architect just labelled 1he elevation orientation incorrectry on the permit drawings.


It is a good idea to talk to Katrina in case a spat 1al solution was proposed that was not documented

Thanks for following up . 22 1 see you on Aug 22.

Denise

From: Olen, Tony Sent: Wednesday, August 10, 2016 8:56 AM To: Westerman, Denise Cc: Schwebs, Saul; Lam, Matthew Subject: RE: 6289 Carnarvon St - spatial re-check please

Saul and I took a quick look at the plans yesterday as well, and we nearly had a heart attack. UPO's are about 70% and the LD is not anywt-ere close t o what is needed.

It Is definitely not compliant. We c.an do a more details spatial if you want.

Tony Chen Housing Review Branch Planning and Development Serv1ces CITY OF VANCOUVER 604 873-7783 [email protected]

From: Westerman, Denise Sent: Wednesday, August 101 2016 8:53AM To: Chen, Tony Cc: Schwebs, Saul; Lam, Matthew Subject: 6289 carnarvon St - spatial re-check please

o anyt 1ng extra wit out checking w it CBO & Matt ew rst. It would be great if we can confirm if spat ial was okay since it was done under the previous management at 1 & 2 FD group when staff were not receiving adequate VBBL training.

w~~was not on the Y-ellow check sh _et Oll..DQMlliO~·---------------.

Thanks again Saul.

Den1se

From: Chen, Tony Sent: Tuesday, August 09, 2016 3:52 PM To: Westerman, Denise; Schwebs, Saul Cc: Lam, Matthew; Ryan, Pat (PDS); DOMINO (CITYVAN) Subject RE: 6289 carnarvon St • spatial re-check please

Hi Denise, PCs have been instructed to do spatial on all three sides and even the lane side if they find too many UPOs on that side too. This project was done in 2015 and was before my t ime w he n I started asking for ft. But a ll the PCS now

know to calculate it.

It w ill be up to Pat Ryan on how he wants to deal with this issue as t he CBO. We can pull the draw ings t o confirm.

2 City of Vancouver- FOI 2018-126- page 054

Tony Chen Hous1ng ReView Branch Planning and Development Services CITY OF VANCOUVER 604 873-7783 tony [email protected]

From: Westerman, Denise Sent: Tuesday, August 09, 2016 2:56 PM To: Sdlwebs, Saul; Chen, Tony Cc: Lam, Matthew; Ryan, Pat (PDS); DOMINO (CITYVAN) Subject: 6289 carnarvon St - spatial r:e-check please

Hi Saul, Please have one of your PC to check over spatial (both side yards) for this DB permit, the spatial allowed for appro)(. 3.5 M limiting Distance is about 25 to 30% UPO in a sprinkle red building. Spatial Separation calculation check box was NOT filled In on the yellow permit check sheet on DOMINO. I believe we saw more than SO% UPO on the permit drawings •.... Please follow up with Pat on this issue .22(1) . We may have to notify the registered Architect If there is problem with his drawings.

Thanks for following up l

Denise



Carousel USA Carousel USA concrete topped turntable specifications:

DB 44A66 6 Cement Type: Type V

Concrete Mix: 4500psi; %"maximum aggregate, of good gradation and preferably of crushed rock. To be pumped.

ConcfE!te Slump: 4-inch maximum

Water/Cement Ratio: 0.45 maximum (by weight)

Min. Slab Reinforcement: No.3 bars@ 18 inches O.C.E.W. One -#3 perimeter bar continuous, to be placed circumferentially at 3 Inches from the edge of the slab. Reinforcement should be supported on concrete blocks in the middle third of the slab section.

Cunng: Cure with a chemical curing compound to be compatible with proposed floor coverings. As an alternative to curing compound, plastic sheeting could be used to cure the concrete. Leave the sheeting for two weeks.

Scoring: Preferred, radially, at intersections of steelwork sections, but not essential.

Cracking: Concrete cracks. Carousel USA cannot be held responsible for superficial or non-superficial cracking.

fJB Carousel USA 446666

In-ground Turntab~le Site Work Methods The following guide contains our recommended methods for site

preparation; however, please consult your local building officials to prepare for 9/21/07conditions in your particular area.

s-afe construction is a orioritv for Carousel USA.

Improper design and construction can put lives and property at risk. Most states and jurisdictions have enacted laws that require a licensed engineer or

architect to prepare or supervise the preparation of plans for construction projects of significant size and comp,exlty. Local \aws may be more demanding

than those described in the following Carousel USA exhibits. You are encouraged to work closely with your local buiJding officials and inspectors to

make sure your project meets all state and local requirements. Safe construction is a result of a partnership arnong contractors, architects,

engineers, property owners, goVernment, and building and safety officials.

We recommend using o.ne of the following methods/ based upon the particular needs and capabilities ava;/able at your jobslte.

Summary: In this method. you form the base slab first. install turntable. then pour surrounding finish surface.

1. Excavate site to allow for your table depth, plus slab height. For example, if the table Is 12" high, and the si<;Jb is 4" thick, excavate to 16" below final finish grade ..

2. Form a sJab (shape ~s not important) that's no less than 1' larger than the turntable, at all bounds of the turntable. For example, if the turntable is 18' in diameter, the slab should be either a 20' (min) diameter circle, or perhaps a 20' diameter (min) square, Per our supplied drawings, set a 3/4" conduit at any point that's 5' from the center of the table, then provide adequate drainage to daylight or sump. The preferred drainage method is trough drain 4" wide, positioned in a radial setup as per supplied drawings~

l i Page

DB 446666 1. We typically see slabs that are 4" to 5" thick which must be reinforced with

wire mesh or rebar. Set rebar in slab for later/final curb pour. Pour slab and remove forming materials.

2. Carousel USA arrives and installs turntable. (Typically in 1 day). 3. Turntable perimeter is "wrapped" with concrete-forming material, a

minimum of 1/4 ~' thickness. Masonite or similar products are typically used. Forms must extend above table height for easy removal after concrete begins to set. To secure form boards at their base, wood blocks can be placed at appropriate intervals and secured with concrete nails or glued to base slab.

4. After final pour, the wood blocks can be left in place or removed as desi.red. 5. Pour surrounding (final drive surface) concrete level with turntable surface. 6. Remove forming material at appropriate t1me during concrete set-up, by

pulling material from gap using vice grips or similar grabbing device. 7. Clean up gap edges as necessary.

Pros and Cons oftbjs option : Pros: Simple, less labor, leaves a consistent gap and precise height. Cons: Leaves a "cold joint"1 2 pourings required.

Method 2:

In this method the complete turntable oit is formed. but initially larger in size than its'Jinal dfameter. The second pour "fills" the final 6"-12" gap. Pit is formed using traditional formlhg techntques and by using the turntable as a final form.

1. Excavate site to allow for the required depth of your table, plus slab height. For example, if the table is 12'' high and the slab is 4" thick, excavate to 16" below final finish grade.

2. Form a slab along with the enti re/ complete turntable pit per supplied Carousel USA drawings, but add an additional (min.) of 18" to the diameter of the pit. Set a 3/4" conduit at any point 5' from the center of the table1

ensuring adequate drainage to daylight or sump. The preferred drainage method is to use a 4" wide trough drain, positioned in a radial fashion per supplie<l drawings.

3. We typically see slabs 4" to 5" thick that must be reinforced with wire mesh or rebar. Pour slab, and then remove forming materials.

4 .. Clean up gap edges as necessary. 5. Carousel USA arrives and installs turntable. (Typically In 1 day). 6. The Turntable's perimeter is "wrapped" with concrete-forming material,

minimum of '4" thickness. Masonite or similar products are typically

hllhtfh used. Form boards must extend above table height for easy removal after concrete begins to set. To secure fonns at their base, wood blocks can be placed at approprrate intervals and secured with concrete nails or glued to base slab. Once final pour is completed, wood blocks can be left in place or removed if desired.

7. Pour surrounding concrete (final drive surface) level with turntable surface. 8 . Remove form materials at appropriate time during concrete set-up, by

pulling material from gap using vice grips or similar grabbing device. 9. Clean up gap edges as necessary.

Pros and Cons of this ootion: Pros: No "cold joint," precise gap, precise height. Cons: Labor intensive, 2 pours.

Method 3;

summary: In this method. the entire/complete- turntable pit is formed to the prescribed diameter using traditional concrete- fonnfng techniques.

1. Excavate site to allow for the depth of your table, plus slab height. For example, If the table Is 12" high and the slab Is 4" thick, excavate to 16" below final finish grade.

2. Fonn a slab along with the completed turntable pit per supplied Carousel USA drawings. Set a 3/4" condult at any point that's 5' from the center of the tabler and ensure adequate drainage to daylight or sump. The preferred drainage uses a 4" wide trough drain, positioned in a radial fashion as per supplied drawings.

3. We typically see slabs 4" to 5" thick that must be reinforced with wire mesh or rebar. Pour stab and remove forming materials.

4. Clean up gap edges as necessary. 5. Carousel USA arrives and installs turntable. (Typically in 1 day).

Pros and Cons of this ootjon: Pros: 1 Pour only, no "cold joint." Cons: Labor intensive, possibility of forming errors1 possible irregular gap.

9/ 21!07

3I Page

ity efVanoou'ler F

Model 55

Turntable~ 1. Height 12.2.5, ::1: 4•• 2. Qspadty: 10,000 lbs, evenly dlsb1buted. 3. Rotation Speed; 0.2"'1RPM (variable, forward and~). 4. Pow.,- required: 22G-230V1 15 Amps, single-phase. 5. MoUir. 1 H.P., 3 Phase, T.E.F.C. 6. All ferrous rnetaJs are ooated wid! rust resl$tant paint. hat-dipped Zinc b optional 7. Top SUrface: Aluminum Is Qndard, other surfaoe& CWcJi1able.

___ ____,18'!!:!!~·1~·11~1!6" ~<!!!91 ----

Pit Seedflcations 1. Pit to be formed In~ z. ease or pit to l18ve flatness error or tess than .SO" 3. Error or drculartty c:1 auer diameter r:A pit tD be less than .so· 4. Weight of the bJmtable Is approximately SSOO lbs. S. Darlc shaded areas above bear1tle "'*"ty of loads. 6. Drainage: use 36" of ZlJm ZBIH 4 .. wide trench drain or similar.

•

C.arouselllSA

- .. - .. _ .. . ::..,~ =~ M-55


October 8, 2014

Re: Letter of Assurance for arborist supervision for 6289 carnarvon St .. Vancouver. B.C.

To whom it may concern,

Please accept this as confirmation that David Walsh, (Cert. Arborist (I SA) TRAQ) will provide site supervision for existing site or neighbouring property tree related activities during the construction process at 6289 carnarvon St. in Vancouver.

The following site exam supervision stages are suggested;

- pre-excavation with site manager to view protection fences and discuss excavation edge Issues and root treatment near retained trees.

- after excavation edge examination near retained trees.

- interim inspection of excavation edge and protection fence integrity.

- post-construction Inspection of restorative landscaping.

The building contractor will contact the arborist prior to each stage where appropriate and If any other tree related issues arise.

David Walsh, Cert. Arborist (ISA), TRAQ 903 Hummingbird Lane, Bowen Island, B.C., VON 1G1, 604 947-2789

Signature of owner of 6289 carnarvon St.: _ Z._L_ C_ H_ "U __ ,_I __ z._/-...... /...,A-......... _D __ ;3-~

"":2-l c u Uti z (-( A 0 :;E. {~ Signature of contractor: ----..,,...-=~---\--' ------- ~


Propo5ad s •• AddtMa. b l<! 1 (a,yl\(\ v v em St

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. .......... __ . v.__ No.J.L._

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2. If yes..,. you keeping lhll dtfvewly (c:rotslnQ) lot UM In you~ new·~~!•~tlop~meo~o~t?.:!_Y~ .. ~:_!No~V~'-----3 Ateyoul)tOIIOinga.-dt"'-'*ay(~)fromlhealtMC? v• \/No _

~==~==~---------------4 What Ia llo4 t.gal wldlh oflhe"""' .,._"'your aile? (from your tunleyp!M)

IFI...E.NAME .._ ...... _ ... __ _


4~WEST t2TH VANCOUVER. 8 C Vf>Y tV4 TEL . 604-873-7601 FAX 604-873·7100

CITY OF VANCOUVER PERMIT NI.IMilER DATE ISSUED r ERIMT TYPe

FEBRUARY 25, 2015 I DRAIN TILE PERMIT p DT 42'1817 J l'"'"'u"""

LOT S BLOCKS N AND 0 DISTRICT LOT 3 2~ PLAN LMP42692 6289 CARNARVON ST """'''"""'--~SS"ll•'I'UKMII I IUI'O l :>t't'"~""'

"~ ~~~ !'""...,""' -v~ r :SSC:iSOil VALU• ~~ r~·~v JAN 2l, 2015 CONSTRUCT NO "<"""' ...... ~ I

IU>il:.D'ITr.:> I"""TY~

~ ~· '" 056 - 758 - 59 - 0000

~·-- I PROPERTY OWNER co'NTRAcTOR DESIGN PI.tOF ROBERT BILLARD SHENG YUN DON PRO DESIGN CO LTD ROBERT®B1;LLARDARCHITECTURE. CA 2009 9TH AVE 6289 C.n.RNAR VON ST 4411 WESTMENSTER HWY NEW WESTNINSTER BC V3M 3G6 VANCOUVER BC V6N ~K2 RICHMOND BC Vi'C 1B6

r£L 604 6l8 052!1 jeus LICENSE TEL 60'l 655 8283 18\JS LICENSE TEL 6 C4 723 ·858:1 lllUS.liOENSE 645022 I" AX CERTIFICATE f lo)( CVITlFJCATE FAX cvmFlCATE

PROJECT DESCRIPTION:

To im1tall drain ti l e for this site.

PERMIT CONDrrtONS AND NOTES: 001 Orain t~le shall be ins pected prior to backfilling.

Paved surfaces must be const ructed to catch all storm water and direct i t t o t he a torm wate r sump as requi red in Plumbing By law N5964.

QENXltAL t.rS&: SPECIFICS/ LOCATION AREA (SF) gee I GBNERAL us&: SPECI FICS/ LOCATION AAXll ( SP) occ 030 ONE-PAM DWELLING 8831.0

RBLATEO PERMITS : 08446666 CONSTRUCT 6299 CARNARVON ST APPROVALS REQD BEFORE PERMIT IS COMPLETED :WCLUDB : Pil l PLU11!1I NG7CAS INSP S.BALACHANOPF 604 - 873 · 79~1

PROCBSSED BY : PC1 REVIEW BY K HSIBH ADOlTIO~AL NOTES: 9 15 To book an tnspectlon call ~ l 1 from Wlth~n Vancouve~ or 604·873·7000 from outside V8ncouver. The 3·1· 1 Centre

is open 7 days a week f rom 7k~ to 10PM, 365 days a year. Also, our ~ 4 nour Pl umbing Inspections booking request meaaa2e line is 604 ·8?3-7061. For ~nfo~t1on on how to uae ]t, Elease contact the 3· 1 1 Centre .

AS OWNER OR OWNERS' llGENT, I HAVE VER IFIED THAT TifE I NFORMATION COI<TAINED Wl THIN THIS DOCUMENT l'.ND ASSOCIATED DOCUMENTS l'.ND PLANS IS CORRECT. l'.ND DESCRIBES A USE, A BUILDING OR A WORK WRICH COMPLIES WITII ALL RELEVM'T &Y·LAWS AND STATUTES. I ACKNOWLEDGE: THAT RESPONSIBILITY FOR BY-LAW COMPLIANCE RESTS WITH THE OWNER M 'D THE OWNER'S EMPLOYEES, AGENTS AND CONTRACTORS. 1 lULL INDEMN IFY AND SAVE l!ARMLESS THE CITY Of' Vk'lCOOVER, lTS OFFICIALS, SMPt.OYEES AN'D AGENTS 1\G.!\l.NST AlU. CLAIMS. I.IABtLITIES AND EX PENSES OF EVERY KI ND, IN RESPECT OF ANYTI!ING OON'E OR NOT OOIJE PURSUM'T TO TH!S APPLICATION OR FACT SREET OR ENSUiNG PERMIT, INCLUDTh'G NEGLIGENCE AND/OJl. THE FA!LUR£ TO OBSERVE ALL BY·LAWS, ACTS OR REGULATIONS

FEE AUOUNT FEE AUOUNT REFER TO DB446666 SIGNED BY ROBERT BILLARD

DATE SEE I NFORMATION SHEET

ISSUED BY K HSI EH

FOR THE CHIEF BUILDING OFFICIAL INVOICE : JroTAL $0.00

vii] V ' • '-'' LV 'u- I L V • l'<'l,l<> UVoJ

2015102/25 14:5•3:39 AUDIT COPY

VANCOUVLR 13UILDINCI BY-L\ \\ 2007

SCHEDULE B-1 /)[3 if¢6G~.C F01ml1111 Parto!Subsec:tion2.2.7, Olv Carrt>e

V•ncouver Bu~d1rog By4aw 'lt lcltng PP••nf1 N•


Notes: (I) This letter must be submitted alon~ with Schedule 8-2 before issuance or a building permit. A separate letter must be submitted by each registered professional.

(II) This letter is endorsed by: Architectural Institute of B.C., Association of Professional Engineers and Geoscientists of B.C •. Building Officials' Assoclation of B.C., and Union of B.C. Municipalities.

(iii) In this letter the words in Italics have the same meaning as in lhe Vancouver Building By-law.

To: The Chief Building Official

THE CITY OF VANCOU\/ER

Re: SINGLE FAMILY HOUSE Name ot Projec1 (Pnntl 6289 CARNARVON STREET, VANCOUVER, BC

Lf•gal Descnpbon or ProjeCt (PM!)

The undersigned hereby gives assurance that the design of the (initial those of the items listed betow that apply to this registered professional. All the disciplines will not necessarily be employed on eve('/ project.)

ARCHITECTURAL

~RUCTURAL - ---- MECHANICAL

-----PLUMBING

- ----FIRE SUPPRESSION SYSTEMS

--:;::::=--="";--=---=--.- ELECTRICAL

~ GEOTECHNICAL - temporary

~ ~ GEOTECHNICAL - permanent ~

06/16/2014 I> ale

components of the plans and supporting documents prepared by this registered professions! in support of the application for the bu1!ding permit as outlined on the attached Schedule 8-2 substantially comply with the Vancouver Building By-law and other applicable enactments respecting safety except for construction safety aspects.

The undersigned hereby undertakes to be responsible for field reviews of the above referenced components during construction as indicated on the attached "SUMMARY OF DESIGN AND FIELD REVIEW REQUIREMENTS" (SCHEDULE B-2).

' For Building Official's use only 1 of 2


Schedule B-1 - Continued /JBI.J.L/~~~

bLIIII !lQ ?E>rm11 '~t

6289 CARNARVON STREET, VANCOUVER, BC Pri)Je.. 'd<l 3

STRUCTURAL ONL YL

The undersigned also undertakes to notify the Chief Building Official in writing as soon as possible if the undersigned's contract for field review is terminated at any time during construction.

I certify that I am a registered professional as defined in the Vancouver Buildllng By-law.

DR. ZHANCHAO ZHAO P.Eng.

14839 95 AVENUE Mdress 1f'nn1J SURREY, BC. V3R 7W4

(604) 582-1305 Phone No

(If the Registered Professional is a member of a firm, complete the following.)

1 am a member of the firm ZHAO ENGINEERING LTD. and I sign this letter on bet1alf of the firm

06/1612014

Note: The above letter must be signed by a regist9red prof9ssional. The Vancouver Building By-law defines a registFJred professional to mean

(a) a person who IS registered or licensed to practise as an architect under the Architects Act, or (b) a persan who'ls registered or licensed to practise as a professional engineer under the Engineers and

Geoscientists Act.

CRP .s lnrtlalc; • For Building Official's use onLy

2 of 2

City of Vancouver - FOI 2018-126- page 06

VA:\CUli\'I::R 13llll.DIMi UY -LA\\ 2007

SCHEDULE 8-2 FO<mlng Part of Suboectlon 2.2. 7, OIVision C of tile

Vancouver Building By-law l:<wlrlltlg Pen111t No '


Notes: (i) This letter must be submitted a tong with Schedule B-1 before Issuance of a building permit. (ii) This letter is endorsed by: Architectural Institute of B.C., Association of Professional Engineers and

Geoscientists of B.C., Building Officials' Association of B.C .. and Union of B.C. Municipalities. (iii) In this letter the words in italics have the same meaning as in the Vancouver Building By-law.

Registered Professronals Name (PrmtJ DR. ZHANCHAO ZHAO P .Eng.

Name of ProJect (Pnntl SINGLE FAMILY HOUSE

Address of Project tPnnti_6289 CARNARVON STREET. VANCOUVER. BC

(lnlliaf applicable discipline below and cross out and initial only those items not applicable to the project.)

-~:--ARCH IT CTURAL 1.1 Fire resistin assemblies 1.2 Fire separa ns and their continuity 1.3 Closures, i luding tightness and operation 1.4 Egress sys ms, including access to exit within suites and floor areas 1.5 Performan e and physical safety features (guardrails, handrails, etc.) 1.6 Structural pacity of architectural components, including anchorage and .seismic restraint 1. 7 Sound co rol 1.8 Landscap g, screening and site grading 1.9 Provision for fire fighting access 1.10 Access ~ quirements for persons with disabilities 1.11 Elevatin devices 1.12 Function I testing of architecturally related fire emergency systems and

devices 1.13 Develop ent Permit. and conditions therein 1.14 Interior ignage, including acceptable materials, dimensions and

location 1.15 Review fall applicable shop drawings 1.16 Interior nd exterior finishes 1.17 Damp oofing and/or wat.erproofing of walls anc:l slabs below grade 1.18 Roofin and flashings 1.19 Wall c dding systems 1.20 The allnsulation systems, including condensation control and

cavi ventilation 1.21 Exte r glazing 1.22 Integ ation of building envelope components 1.23 Erwi nmental separaUon requirements (Part 5)

___ STRUCTURAL

06/16/2014

2.1 Structural capaCity of structural components of the building, including anchorage and seismic retstraint ~ ~ Slrudm al as pee~., er t!le&p fdt:Jt1dtJ~ie-2.3 Review of.all applicable shop drawings :2 4 Stn~•twral ~Qti of aaabonded post.ten'ii9R99 e&Rc-rate desigR iRQ &aRetrwetisR 2.5 V'efification of the satisfactory completion of an In-house check of the structural design

Dale

2.6 Verification of the satisfactory completion of an independent Concept Review, including a general overview of the design calculations

MEC ANICAL 3.1 HVAC ystems and devices, including high building requirements where applicable 3.2 Fire d mpers at required fire separations 3.3 Cont' uity of fire separations at HVAC penetrations 3.4 Fun ional testing of mechanically related fire emergency systems and devices 3.5 Ma tenance manuals for mechanical systems 3.6 St ctural capacity of mechanical components, including anchorage and seismic restraint 3.7 view of all applicable shop drawings ' For 8 //ding Official's use only

1 of 2 Cr::?P s ln•Hals


V1\NCOL VLR BL 'ILDJN(j BY-LAW 2007

Schedule B-2 - Continued

ll.ddress of ProJ'::cl (Pnnll 6289 CARNARVON STREET, VANCOU'd Reg1sttued Pmtesstonafs N"me IPnnl DR. ZHANCHAO ZHAO P.Eng.

-----,-PLUM lNG 4.1 Roof drain ge systems 4.2 Site and f ndation drainage systems 4.3 Plumbing ystems and devices 4.4 Continuity of fire separations at plumbing penetrations 4.5 Function testing of plumbing related fire emergency systems and devices 4.6 Maintena ce manuals for plumbing systems 4.7 Structur capacity of plumbing components, including anchorage and seismic restraint 4.8 Review fall applicable shop drawings

SUPPRESSION SYSTEMS 5.1 ion system classification for type of occupancy 5.2 Design overage, including concealed or special areas 5.3 Campa bility and location of electrical supervision, ancillary alarm and control devices 5.4 Evalua on of the capacity of city (municipal} water supply versus system demands and domestic demand,

includi pumping devices where necessary 5.5 Qualifl tion of welder, quality of welds and material 5.6 Revie of all applicable shop drawings 5.7 Accep nee testing tor " Contractor's Material and Test Certificate" as per NFPA Standards 5.8 Maint ance program and manual for suppression systems 5.9 Struct ral capacity of sprinkler components, including anchorage and seismic restraint 5.10 For p ial systems- confirm sprinklers are installed 1n all areas where required 5.11 Fire partment connections and hydrant locations 5.12 Fire h se standpipes 5.13 Functi nal testing of fire suppression systems a!1d devices

E ECTRICAL 6.1 Elec · I systems and devices, incluC:ling high building requirements where applicable 6..2 Conti ity of fire separations at electr,ical p.enetrations 6.3 Funcf naltesting of electrical related fire emergency systems and devices 6.4 Electr I systems and devices roaintenance manuals 6.5 Struc ral capacity of electrical components, including anchorage and

seis c restraint Clear nces from buildings of all electrical utility equipment Fire otection of .:t~iri(lg fof emergency systems

i of all applicable shop drawings

• For Building Official's use only 2 of2

06/16/2014 Date

CRP's loll:als


-·~r.:«:OuvER A.PPLICATION - Outright Devel"''ment/Buildtns Permit EOMMUI>IITYSERVICES 0 c.. t t66 1 &_2_ Famtly Dwelhngs, New Construction or Development Services UD N . /./. Addit1ons and Renovations to Existing Homes

'"D13Y ~~~ 70 CD FOR OFFICE USE ONLY

PW~ checker: t/A-ri&('(A Dat~: ___ 6__;;;C-~/..___.Cf..._.6:....:1_'.._{-:--------Stan: lvi'IC§ Zft"(/t/

~~~: ----~~LU~~~----·----------------- CU:------------~~~--------.Appllcadon Rmewecl by: Jt v (._{f

COMPLETE AND ACCURATE APPUCATIOOS WU. GREAn.Y RfDUCE THE PROCES51NG TIME. PLEASE TYPE or PRINT ClEARlY.

TillS .AP!'UCATloti CONCERNS: }fONE FAMIL~' DWEWHG 0 'TWO FAMJLY DWEUJNG 0 FAMILY OR SECotiDARY SUITE

EXISTING PROP~TY ADDR£55(5) ,6;2.~~ C~tJ~\h~J t£;JT&i!!f LOT SIZE ~3, q_-:;q G~ ~ MEW ADDRESS(ES) REQUESTED: TAX COORDINATE II ~/J!nf. LEGAL DESCRll'TlON: LOT s SUBPIVISION t:f_ t {2 BLOCK 1 2.1 DISTRICT LOT. 1'/G+' !JoG.; I PLAN lJ"';f:.G-/.1. tg l..

PLEASE READ CAREFUI.L Y AND Flll OUT ACCURAmY Is th~--·~of this appliCAtion? ~es DNo

,a' No Is there a related deVelopment permit? es, CIP II Is ~ a Board of \'ltiafl(Z appeal in...XYed? D ' 'es, Appeal It 7 ~ Is there a minor amenctnent to a de'le!tlpm~t permit~ DYes, OPt/ MN %No Does thfs ·stte have an eldstin~ driveway from a streee:! ~es CIMo If yes, are you m.-.~n& this drivew~ for the new d!lte!opment? ~es DNo Are ~ proposing a new driveWay from the street? Oves llJIMo Is the lane adjolninB this site 15ft. '!'ride or less? DYes OMo Width ot IIM(s) adjoining your property Is 1 are? Is the ~ adjoinioi this site physically opened for use? aves ONo Is thhlot "'B~ In Lln<l Titles? ~Yes OMo Is this a fiii!W subdivslon? DYes ONo

Appllcant'sName: /SoKEKr M !S tlfLAI2'D Busfneu Hamot: i2 1~i2 A-:£t"H IJJX'77./ ~ Address:.J@'q q_~~ CJ::i.{ Ci t;w w G:; I T~: (8us.) CC-"o/ ct q e?J-.q (HorTM!J

City: lfh1 wG$ 1 Posut c~: 1£1~ ~ti-6. ....- Bumess Ljoenc:e Account It: I J..~b.BS

Applicant is: 01 0 Owne-r 05 !)Tenant 09 D Non-P!offt Organization (H.P .O.j )

020 Ccntnctor 06 !:J A&~ for Owner 1 0 0 Civic ~1111\e<nt OJ ~rtlfied Protessional aT !::J Agent for Tenant 1 2 0 Coordloatilt Professional 04 0 Deslin Professional 08 !J Consutt1111t 98CIO!h6

Prq>erty ewner-s Name: 7~~r ~1-./~1'<' Yc.::,v Contact Penon:

Address· t£-.l. fl:L CA-:e£... ; = s.r City: ~J<Jrtv v.bg, Postal Cocie! VoN /fCL Tel.ep~: (&Js.) fic;LI~{?s, 8.:2 ~J (Home). Busini!SS lla!nce Acc:a.nt I

Constructors 1 Contractor's l'latrE. Pn::::> ~S'!f2.17 6>. L..-Tq" , (.ffel~ ~cu· ) Address;. •"'l~ll yVRstn?tnist~ -Hvv!:f. Cfty:_.B_t c·hn?O~~taiCOde: !fJt · v :~ ~{[; Tetepl1orle: (&Js.) f50Gf z :2;3 &"'~' Business Llcen~ Account II. I 5"- / OCi /6s:-

Detnotltioo ! yac.Ws M.me 1 Addit:looll Contact is: ~ ·h ~.or- ~o ld7or? .£7'e:{ Address· 21) I .lG B Yf pf-'£Y: (t.~ · Postal codie: v~ :r 5.H S'-Telephone: (llus.) b y ... Prt a@n<lf~~· ht 'f ~ ) ) ; Bus;nessu;;ence Account II L¥:[ '7l<!-~·: The Demolition Cootrxtor will be lnflli'I!Rd 111at lris/~er name hu been listed"" w petmll.J . ~ptloo of Proposed Woric: ln ... lice It: Est. Cost ot Work:

~~Applicable: Demolit ion

~ Constr\lct Hew Bu11dtna 0 Alterations • Interior o Ra:M l!uldins CIAlt~G~ Cl Fire Repairs OCoostructaHew

0 Alterations • £xt:etior OAddftions OComerslon CISwlmmlog Pool Aca5sory Building

Deaibe In your own words the nab.R and IDeation af WDI1< and any relautlons you are requestln~~:: D ;;_r/?i?U !:H A..JQ rc t:d. s [:R»cj· £Vi;f4.,!_ s. ' o. 4 u:.- r/rm'' r g_e_51 0!:-/J::P

W11.1 any ~ the fotlowin~ tJllde W'tlf1< be donel

Jf'~rinkler System Jlftm Unes or Appliances ~., Tile paectncat ~umbing Pipll'l!l or fbttures 0 IJr Condttlonin!! Unit

Lfvq Accommodation: Is this an exfstVlg residential • rental' btlildi'lg? 0YI!!5 ?ftlo EXJsnMG: ~!qUnit:s ~in!tUnlts Sleeping Units PROP05[D: Dwelling Unit<: '-- ·

· .u owner or ownt!r's ~t, I h-~rifled that the •normatlon contained wlthfrl this document and IISISOdated applications and plans Is con'eCt. and descJibes a use, a bufldJns or • wor1t whtdl ~les wkh Ill relevant by-lllWS and mtutes. t Kknowledge that 1'ft11011Sib!lity tor by-taw COOlplfaoce rests With the owner and the owner's enpl~, qents and cootnctors. 1 Will Indemnify and sav~ llannless the City~ Vancouver, its officials, employees and agents against all claims, Uat1flltles and eJqM!I1SI!S of -ry klnd, ., respect to~ done or not done pursuant to this ilflllllcation or fact sheet or ensuing ~rnrit, lncludlna flellllgence andl or lhe faitu~ to obselve 1\l by·llws, acts or resulatlons."

I q -) f.)• r;: JU THIS·-L..-+,--OAY OF __ ....,~-~t:_v;,_!o:;.... _____ __, 2.D.w...

DS EnquiryCtt • AO·J2 (R.evlted Oc:l. 2007)

FOR Off1C£ USE ONlY

~~b~~~----------------------------------------------~-----Est.imated CCl5t ofWorl( as per MarShall Evalulltlcl1: L------------------------Veri(ledby: _________________ ,, oate: ___________ _

Patio Slab aev.: ______ Basement stab Elev. or 1stRDor aev.: _____ Garaae Elev.: _____ Width: ____ _

For Enslneerfnll Clearances, Please VIsit the Client Service Centre on the Ground Floor of the Ma\n &sikH~

The Applicant Is responsible for Engtneerfnt Department Review obtainiOJ Entineerins clearances

before Issuance of a combined oev&iOpment/Bullding Permit. The

Comments Entineerint Clearances by followins approvals MAY be required.

Street Use Permit

Damqe Deposit

Sewer Connection F~

Water Connection Fees

Crossins (driveway)

Street Tree Location/Removal"

Ut11tty Locations (lncludtna outstde utility companies)

• A sewer connection may be required for any of the following worl<: . new building • new foundation

(Initials)

-

· extensive renovation I additions· please refer to Plumbing By·law No. 5964, Section 8.19 (latest amendments) and refer to the Sewer Department for verification of the sewer connection requirements.

•· Driveway relocation or redesit~n will be pursued in lieu of any tree removaL

Notes:

1 .Applicant must be prepared to pay all prescribed fees at time of application, i.e., Buildlnll, Development, Temporary Crossinll Permits and Sewer Connections.

2.Contractors must have a business licence to do work in the City of Vancouver.

3. When Buildln!LGrades are reauired. submiLthe bull~ ~de drawin!!S with th~t_~ll~ooJQb~!ned from tf1e Engineering Department).

•I. All plan approval fs final. Any change to plans or permit Is subject to a fee for processing.

FEES

INVOICE NUMBER--------- AMOUNTS-------

• Pie- note that If you are attendina ~ Ettibeertni Oepa11m4!nt after 4:00p.m., )'Ott may not be able tD complete processina until the foUowina wonoog day.

City of Vooco<Ne< - FOI 2018-126 - '"" Jl

Katigbak. Veronica

From: Ryan, Pat (PDS) Sent: Tuesday, August 09,2016 8:56 PM To: Cc:

Chen, Tony; Westerman. Denise; Schwebs, Saul Lam, Matthew, DOMINO (OTYVAN)

Subject Re: 6289 Carnarvon St - spatial re-check please

~--------------------------------------------------~

Pat

Pat

Patrick Ryan, M.Sc, P.Eng Chief Building Official

Director, Build ing

Development Services, Building and Licenses City of Vancouver

Sent via BlackBerry

Saul has drawings.

---------------------------------------------------------------------From: Chen, Tony Sent: Tuesday, August 9, 2016 3:51 PM To: Westerman, Denise; Schwebs, Saul Cc: Lam, Matthew; Ryan, Pat (PDS); DOMINO (OTYVAN} Subject: RE: 6289 carnarvon St - spatial re-check please

Hi Denise, PCs have been instructed to do spatial on all three sides and even the lane side if they find too many UPOs on

that side too. This project was done in 2015 and was before my time when I sta rted asking for it . But all the PCs now know to calculate it.

It will be up to Pat Ryan on how he wants to deal with this issue as the CBO. We can pull the draw ings to confirm.

Tony Chen Housing Rev1ew Branch Planning and Development Services CITY OF VANCOUVER 604 873-7783 [email protected]

From: Westerman, Denise Sent Tuesday, August 09, 2016 2:56 PM To: Schwebs, Saul; Olen, Tony Cc: Lam, Matthew; Ryan, Pat (PDS); DOMINO (CITYVAN) Subject: 6289 carnarvon St - spatial re-check. please

1 City of Vancouver- FOI 2018-126 . page 070

HiSaull Please have one of your PC to check over spatial (both side yards) for this DB permit the spatial allowed for approx. 3.5 M Limiting Distance is about 25 to 30% UPO in a sprinklered building.

Spatial Separation calculation check box was NOT filled in on the yellow permit check sheet on DOMINO. I believe we saw more than SO % UPO on the permit drawings ..... Please follow up with Pat on this issue 22('1) . We may have to notify the registered

Architect if t here is problem with his drawings.

Thanks for following up ! Denise

2 City of Vancouver- FOI 2018-126 - page 071

~ 0

8 0

453 WEST 1ZlH VANCOUVER, B.C. VSY IV4 TEl ; 604--873·7601 FAX 604-873·7100

OATE'ISSUED PIORMIT TYI'E

CITY OF VANCOUVER PERMIT NUMSCR

FEBRUARY 25, 2015 TREE REMOVALIREPLACEMENT PERMIT p TR 429731 -.. ~. l""""'e:S!

.1D!LllTOmlTQXOS~B;S!LriliOIFC:CmlKS;wrn:N!f<""'-AND---"-'-__;.O_D_I "'-=-'~T_:_R:..;ci::..;C;...;T:;_;.;L__:O--=T___;;.3~2~1 ---'P;...;L=AN_:;;;.;._-=L:..:..:MP=--=4~2 .:::.._6 9;...;2=------ts:6289 CARNARVON ST I ' -ACUI<r· ... v~·· ·~· PWI'IC\.

IAPI'I.I<.;ATIONOATE jPURPOSE jPRwc"' VAlue

JAN 13, 2015 !TREE DEVEL I 1'~!1TI>.f.lr;>; 1'-"

DESIGN PROF ROBERT BILLARD ROBERT®BILLARDARCHITECTURE.CA 2009 9TH AVE

WUN IA\,;1 Z

PROPERT Y OWNER SHENG YUN DON

6289 CARNARVON ST

UJ-V0<01NA I t

056-758-59 -0000 "'"""'""'. CONTRACTOR YONG~ENG ENTERPRISES LTD . MICHAEL YIN UNTT 120- 11300 RIVER RD

NEW WESTMINSTER BC V3M 3G6 VANCOlNER BC V6N l.K2 RICHMOND BC V6X lZS

Ttl 604.·618·0529 l !WS.UCENSE FAX ceRTlflCA TE

1f:L 604 -65:;-S28l leusu~e FAX l CERTIFICATE

TEL '1<78- 9S.8· 465~ \ BbsliCENSE 52 6 0 3 5 FAX CERTIFICATE

PURSUANT TO THE PROTECTION OF TREES BY-LAW, THE FOLLOWING WORK IS HEREBY AUTHORIZE.D:

The removal of t wo tr e e s within the building env e lope . The reten tio:n o f fi f tee n site trees, one co-owned tree a nd t wo neighbor tre e s . One replacement tree requi red .

PERMIT CONDITIONS AND NOTES: 003 Tcee removal oo be completed i.n con}unc:tioo with approved construc~ion.

Required replacement crees shal l be planted and in place prtor to building occupancy. If a replacement tree fa i l s or is ren~ved, anothet tree muse be pl anted in accordance with Schedule 0, Protection of Trees By-law Number 9958 .

A replacement cree must be plant.ed at least

(a) 1 m away from a side property line , an accessory bu1ldtng and any other s t ruccure or thing likel y to be affected by Lhe t.ree.

(b) l.5 m away from a principle building, ~nd (c) 2.5 m away from another tree.

0 06 AN ISA CERTIFIED ARBORlS'.i' MOST A'ITEND ANY 'EXCAVATION WlTHnl 1~1 OP TRE TREE PROTECTION ZONE . 009 No person shall commence cqnstruction on a site where a tree protection barrier 1s required unless and until the barr ier

has been installed (and maintained) in compliance with section 7, ot the Protection of Trees By-Law ~9958.

Where a tree protection barrie r has been erected around a retalned tree or a replacement tree, no person shall; (a) undermine or in any ocher way dam;lge the r.oot:a and cano.py of a t reo located wlthin the barn.er. or

{b} ren~ve soil from within the barrier or otherwise alter the existing grade of the land within the barrier or under a tree drip line.

No tree protection barrier shall be removed or alt~red until demoli tion and const ruction have been completed. 011 IN ACCOROANCE WITH SECTION 4- . 8 OF THE PROTECTTON OP TREES BY-LAW U9.958, '!'HIS PERMIT S!fALL BE CLEARLY POSTED ON SIT£

DURING THE TREE REMOVAL , ~'AlLURE ro DO SQ CONST11'l1'I'ES A VIO):.AT!ON OF THE B':' · LAW, AND MAY BE REFERRE:'D TO Tt!El ClTY PROSECUTOR FOR FURTHER ENFORCEMENT ACTION.

G.ENERAL USE SPEClPlCS/LOCAT:ION AREA (S!l } CCC GE.t.'I!AAL 1J~ SFBCIF:ICS/LOCATION AREA (SP ) DJO ONE·FAM DWELLING c

:ITEM SPBC:IF:ICS/REPERENC2 r:tr'i/AMr :ITEM SPECIPICS / REPERENCE QTY/ AMr 0080 ZONE Z009 RS-5 0230 !16MOVAL TREE SlZE 010 40-59CM (16" -n· 1 1 0188 TREES REMOVED DEV 0001 TREE W/IN BLDG ENV 2 0230 REMOVAL TREE SIZE 0 15 60C~ & UP (2 4 "&0P) 1 01.92 REPLACE TREES DEV l

occ

RELATED PERMITS: 08446666 CONSTRUCT 52S,9' CARNARVON ST 'APP'ii.ovli.Ls uon aBPORB PsRiUT!scOMi>LETED xNctUl)E , a1i'"'o~;;;em"""L""n"m=a~rns="'P"E"'crn=---,s"'A"'UL..-""sCHW="'EB=s,---'"'6"o"4,.._-;;s"?'J _,_ 7"'o"4'"o,--------1

CONTACT 4 : INVOICE REFERENCE MR. CHUN ZH).O VANCOUVER BC II'AX : BOSL:IC: CER:

AS OWNER OR OWNE.RS' AGENT. I AAVE VEJUPIED TIIAT THE lNPORMATlON CONTAINED loll THIN THIS OOCO'MENT AND ASSOCIATED DOCUMENTS AND PLANS IS CORRECT, AND DESCR18.E:S A USE, 'A tiUILDING OR A WSRK WHICH COMPLIES tilTH ALL RELEV .. .NT BY - LA.WS AND STATlJ'I'ES. I ACKNOWkEDGE THAT RESPONSIBILITY POR BY-LAW COMPLIANCE RESTS WITH THE OWNER AND THE OWNER'S EMPLOYEES , AGENTS AND CONTRACTORS. I WILL lNDEMNli'Y AND SAVE HARMLESS THE CITY OF VANCOUVER, I'l'S OFFICIALS, EMPLOYEES AND AGENT$ AGAINST ALL CLIUMS, Lll\BH:ITIES AND EXPENSES OF EVERY KlND , IN RESPECT OF ANYTHING DON£ OR NOT DONE PURSUJ:o.NT TO TI-!'IS APPLJCATION OR FACT SHEST OR ~'!SUING I?ERI~IT, INCL,\JD!NG N£GLIGENC.B AND/-OR TlfE PAJLURE TO OBSERVE ALL BY LAWS, ACTS OR REGUUATIONS .

FI'-E ~FeE

761 MULTI TREE REMOVAL 251.00 SIGNED BY ROBERT B!LLARD

DATE SEE APPL!C~TlON

ISSUED BY K HSIEH

.--------------------------L------.-----------------~ FOR THE I TOTAL

DI~ECTOR OF PLANNaNG & DEV INVOICE : 775694 $251.00

2015/02/25 14:48:48 AUDIT COPY '-'"J V O ' <U 0'- J U YvO " 'JO LV OV " OLV " flU~<> V I L

453 WEST I 2'TH VANCOUVER. B C VSY IV~ TEL 604-873-7601 FAX 604-873-7100

CITY OF VANCOUVER PAGE 1 DATE ISSUED I'IIJMBIOR

DEVELOPMENT AND BUILDING PERMIT p --~---L--------------1

REVIEW

lm~m------------------------n~~-----------------------.\~~~58 - 59-ooo_o ____________ _ AGENT FOR OWNER PROPERTY OWNER CONTRACTOR BRAD WONG JIN FANG LI DAVIDSON WALKER CONSTRUCTION 9 2 0 0 GENERAL CURRIE ROAD

6289 CARNARVON ST RICHMOND BC V6Y 1M6 VANCOUVER BC

1686 W 75TH VANCOUVER BC V5Z 2X8

TEL Ei0 4 -?9l - 1688 BOSlJC£1'1$£ TEl 778·868 6799 TEl 604 -87'1 128~ 8USLICaiSE 219675 PAX CERr.JCATE FAll TEl 604 328 3522 CERnFIC\TE

THIS BUILDING AND DEVELOPMENT PERMIT WHICH INCLUDES THE PLANS MARKED AS FORMING PART THEREOF IS FOR THE FOLLOWING ONLY:

Exterior {new guardrails , removing door to deck and replace with fixed glazing and add secured locked gate to exterior roof) and interior a lterations to all floors of this existing nonconfo rming two storey plus basement one family dwelling on this site.

Schedule A to be submitted to District Buiding inspector on site.

Okay to relax existing side yard previously approved at the Board of Variance to 0' per S. Chang, September 19/ 13

Relocate bar s i nk to entertainment room in basement

Approved for permit per L. Williams, October 24, 2013.

ENTIRE BUILDING TO BE SPRINKLERED TO NFPA 13-D REQUIREMENTS.

SEPARATE BUILDING PERMIT IS REQUIRED FOR ANY BUILDING ENVELOPE REPAIR.

Please provide two sets of revised drawings t o my attention with the following information:

l.Add guardrail s around all accessible roof decks. Guardrails are to be constructed so that they meet the requirements of Section 9.8 and appendixes of the V~couver Building By-law. If you choose n ot to add guardrails, then both accesses to the roof deck will need to be removed and exterior finishes to be made good. Guardrails should be o f glass construction so as not to ~pede any possible views. 2. Add cote to floor plans that all glass guardrails meet the requirements of the Vancouver Building Bylaw. Guardrails will need to be structurally engineered. 3. Provide a 3 ' 0" handrail on the inside of the spiral s t a irs. 4 . Complaint guardrails/handrails are to be located on all exterior stairs at the rear, at the reflecting pool and the planters as per your conversation with Mr. Williams , the district building inspector. If you would like a copy of where the guards need to go I have a reducuced site plan t hat has been marked up. s. Solid core with self closure door i s required between the garage and the house.

DEPARTMENT BlJII..DING tNSP

ATIENTION BUILDING INSPECTOR -----------------1

REASON PERMIT I NSPECTION

1---- ------------------__;-----,------------------1 GROUP 60 BUILDING INSPECTN : 72!1730 TOTAL $4.,7l7.oo DISTRICT 10 : L. WILLIAMS 7037

2013/10/2510 10:41 INSPECTOR COPY PAGE2

~ .., c N

-

~53 WEST 12TH 1/ANCOVVER, 6 C IISV 1114 TEl 60.-1173-7601 FAX : 604-ll73-1100

CITY OF VANCOUVER PAGE 2 lOA TC ISSUE.O -~, , , ... lp PERMIT PlUMBER

OCTOBER 25,2013 DEVELOPMENT AND BUILDING PERMIT DB 444043 fU<WU. - -- --- , ...,.,~,.,.

S RT.Of'T(~ N & 0 DISTRICT LOT 321 PLAN LMP42 6 92 6289 CARNARVON ST ·~ T •""""'.""'

....... 17'"~ !"""'"'-' V .. LUt ~S$!S;;v~~~3 000 ~~ 1-;;~K; """""'""""' SEP 23 2013 !ADD/ ALTER $1 000 000 ......................

1 CU2UAI~

'''"'"~"" -- FIELD REVIEW

,. 056 ·758-59-0000

AGENT FOR OWNER I PROPERTY OWNER ~CTOR BRAD WONG JIN FANG LI DAVI DSON WALKER CONSTRUCTION 9 200 GENERAL CURRIE ROAD

6 2 89 CARNARVON ST 1 68 6 W 75TH RI CHMOND BC V6Y 1M6 VANCOUVER BC VANCOUVER BC V5Z 2 X8

'fa 604- 783 168 a I ,eus UCEN$10 TEl 716· 868 6799 t~UCEI'ISI! TEl 604 871 - 1284111\J$~~ 219675 FAA CERTIFICATe ,~ ClRllFICA TC TEl. 604 ll8 352 2 C£R111'1CATC

THIS BUILDING AND DEVELOPMENT PERMIT WHICH INCLUDES THE PLANS MARKED AS FORMING PART THEREOF IS FOR THE FOLLOWlNG ONLY: (CONT'

engineered. Structural drawings and letters of assurance from the structural engineer are required. 7. Letters of assurance (arc hi tee tural ) for the architect are required .

Please note that if you are proposing on doing any separate building permi t will be required. SD/ lw

envelope repair, a

AND IS SUBJECT TO_ THE 1'01 OWINC. vVNLJII IV!'f::i_ AND N.OTES: 490 Separate bu1lding permit ~s required for build1ng envelope repa1r . 560 This permic is isaued wi~hout the benefit of a full plan check, on the condition that the work will meet the approval ~f

the District Building Inspector, DO NOT START WORK UNTIL SUCH APPROVAL IS GRANTED Contact the Inspect l ons Branch at 504 -87) 7601 !or inspection.

566 One set of approved up-co-date draw1ngs being available tor vtew1ng at the ]ob&i te 590 Builj~ng to be aprinklered to NFPA ~30 requirements. 591 All work ~o the satisfaction of the D~strict Building Inspector.

10 Constn.ct.ion muse be carr1ed out in compliance "'ith the provuiona of No .. se Control By law No 6555 0 SubJI>Ct to •

1 Glass guardrails to meet the requ1remante of the VBBL Sect~on 9 . 8.8 .

2 l ' o• h•ndrail requ1red on t~e inside of the existing circular stairs.

) . Structural englneer and lett~rs ot assurance required for new skyl~ght

4 ~emove door a~ top of ~ircular scairs and replace with window Locked gat.e to be prov1ded at top of exterior ata>t·a as noted on drawings_

""" DATE _I~C\O liUN DATE , .. ,. ... ., ... v .. ,,.,. .. ""'"'" DATE INSPECTOR

802 STRUCTFRAMING 811 FORMS 771 REQUEST FOR INFO

- - -803 POl. V UNDER SLAB 812 YARDS

---

i-= 804 tNSUlNAP BARR 813 FIELD Pl.ANCHECK --

BOT INTERIOR LAYOUT 824 RAIN SCREEN -

090 FINAliNSPECTIO~c;;~ 810 FOOTINGS 710 GIVE INFO I ADVICE

-;wrrn w usa- SPSClPICS/LOCAriON AlUlA (SP) occ PSRMI'l"l'ml USE SPI!CIPICS/LOCATIOI.f AABA (SP) OCC

030 ONE PAM DWELLING c -

~.~ LOT TYPE SPiitCIPICS/Rir.PERENC'E OTY/ AMT I TEM SPECIPICS/REPERENCB a:r'Y/l~Mr 01 lNSIDB/W>.NE 0126 . f'l,()()_R AREA. J>JlOVE GAAOE_ .. ~

'1'-Vr

f"(",A~

I'U NIIOUHT In£ NIOJHf

~04 OEV SOfEO ~(AI <106.00 DEPARTMENT BUILDING INSP 300 BUII.OINO FEE 4,331.00

ATTENTION BUILDING INSPECTOR --REASON PERMIT INSPECTION

~--

GROUP 60 : BUILDING INSPBCTN ti'JVOICE : I TOTAL $4,13'1 00 DISTRICT 10 L. WILLIAMS 7037 ?2.!1730 :

INSPECTOR COPY 1.-rry or v ·1-0I :lUltl-b&Nft~e.lf(>N PAGE 3

1 :1 :41 20131 0125 10 0

453 WEST 12TH VANCOUVER, 8 C V6Y IV4 TEL 60H73-7601 FAX. : 604-373·7100

DATI: ISSUED

OCTOBER 25, 2013 TYF'f

CITY OF VANCOUVER PAGE 3

DEVELOPMENT AND BUILDING PERMIT p -----,.........,.,__ ---L...."-

CONTRACT OR AGENT FOR OWNER BRAD WONG DAVIDSON WALKER CONSTRUCTION 9200 GENERAL CURRIE ROAD

ST RICHMOND BC V6Y 1M6 BC

1686 W 75TH VANCOUVER BC VSZ 2X8

TEL 604

fAX 8US LICENSE

CEIIllfiC.O.TE 778- 868-6799 ra 604 -877 1284 eusL~ 219675

!n:M 0037 LOT WlOTH 0038 LOT DEPTH 004 0 PROCESSED THROUGH 0041 BY-LAW PROVISION 0080 ZONE

SPl!CIPICS/IW'ERENCI IRREGULAR IRREGULAR

28 ENO CTR FLO RV C CONDt'l'IONAL Z009 RS-5

PERMITS U:OD n< llODI't'rON TO THIS PERMIT INCLUDE

DOC'IIMIIN1'S REOD BBPORI PElUillT IS COMPLSTED lNCLUDB APPROVALS R£00 .B&PORII: PB:RMI'r XS COMPLITED lNCLIJOB

PltOCESS£D BY': APPLICATION 1"AKEN BY S DOGARO. PERMIT AUTHORIZED BY L WILI.XAMS

ADDITIONAL NOTES:

OTY/ ANT ITEM 0126 FLOOR AlUlA 0126 FLOOR AREA 0126 FLOOR AREA 0375 HPO EXEMPTIONS

ELECTRICAl. Pl.UMBUIG SPRlNl<LER OWNJ::R COMMJTMENT

TEL 60 4 · 328 3522 CERTifiCATe

SPECIP!CS/REFEREHCI BASEMENT MAIN SECOND

15 A~T/REPAIR RES BUD

P!l3 SEWER INSPECTION STEVS BRATINA 604·873 -7840 _B;::l:;:l:.,:O-:-:-&=:'IJ:::IC::LD=:=lNc;.;G~t~N~SP:-:E~CTN==-:=='L:..:.._W;.:.t:..:L:::L:.:I'AM:..:. $ _ ~4- 8'7 3 -7037 APPLl~TION TYPED BY L XING APPLlCI.TfO!l REVIEWED BY S Dt.IOA.RO

OTY/AMt 2575.0 SF 5687 0 SF 3045 0 Sl'

510 Fo<" information on App<!llls, s~>u Sec~ion 573 of t he Vancouver Che.rtl!r, The Board of vadance By Law, and Section 11.1 ot the Building By Law.

915 To boo~ an in&pection ce.ll 3 1 1 f r om wtth1n Vancouver or 604 873-7000 from oulelde vancouver The 3 I 1 Centre i$ opeo 7 jays a week from 7AM to l QPM, 365 daya ~ year Also, our 24 hour Building ln~pect1ons bOOk1ng request ~~e lua" i8 604 · 1!73 7058. FOr lnformA t:ion on how to us" i ~. please contac~ ~b.=..J 1 !_~ntr_c_

DEPARTMENT BUILDING INSP

ATIENTlON INSPECTOR ----------------------· REASON

BUILDING INSPECTN INVOICE : 719730 TOTAL L.

201311012510:10:41 INSPECTOR COPY 30F3

• •

SCHEDULE B-1 OBVl/-~06 Fcwmlno Part cf SubseGilon 2 2.7. o.v c o1 u-e

Vanc:cuver Buifdlno By-1"*


Bundang Pem11t No '

Notes: (i) This tetter must be submitted along with Schedule B-2 before Issuance of a bwldlng perrmt. A separate letter must be submitted by each registered professional.

(I~ This Jetter is endorsed by: Architectural tnslllute of B.C .. Association of Professional Engineers and Geoscientists of B.C., Building Officials' Association of B.C., and Union of B.C. Municipalities.

(iii) In this letter the words In italics have the same meaning as in the Vancouver Building By-law.

To: The Chief Building Offic/8/

THE CITY OF VANCOUVER

Re: POOL CONCRETE FOUNDATION Name of Pro tea (PrilltJ 6289 CARNARVON STREET, VANCOUVER, BC

The undersigned hereby gives assurance that the design of the (Initial those of the items listed below that apply to this regtstered professional. All the disciplines will not necessarily be employed on every project.)

~:=~~~TECTURAL ~TURAL _____ MECHANICAL

_____ PLUMBING

-----FIRE SUPPRESSION SYSTEMS

____ ELECTRICAL

______ GEOTECHNICAL- temporary

-----GEOTECHNICAL- permanent

02/24/2015

components of the plans and supporting documents prepared by this regfstered professional in support of the application tor the bt.Jilrfing permit as outlined on the attached Schedule B-2 substantially comply with the Vancouver Building By-law and other applicable enactments respecting safety except for construction safety aspects.

The undersrgned hereby undertakes to be responsible for field reviews of the above referenced components during construction as indicated on the attached "SUMMARY OF DESIGN AND FIELD REVIEW REQUIREMENTS" (SCHEDULE B-2).

• For Building OffiCial's use only 1 of2

City of Vancouver- FOI201S.126- page 076

•

\·.\1\COl \·LR !H IIl.DI\( , In -1 .. \\\ .2007

Schedule B-1 - Continued QB i.f'-/b~~Co

8ullr1tnil Permtl No

6289 CARNARVON STREET, VANCOUVER, BC

• ov•c! Addres~

STRUCTURAL ONL YL

The undersigned also undertakes to notify the Chief Building Official in writing as soon as possible if the undersigned's contract for field review is terminated at any time during construction.

I certify that I am a registered professional as defined in the Vancouver Building By-law.

DR. ZHANCHAO ZHAO P.Eng.

14839 95 AVENUE

Addrel'S lPtlnll SURREY, BC. V3R 7W4

(604) 582-1305

Phone No

(Professronal'~ Se111 and Sto t31Ut e'

02124/2015

(If the Registered Professional is a member ef a firm, complete the following.)

I am a member of the firm ZHAO ENGINEERING L TO. and I sign this letter on behalf of the firm

Oa!e

Note: The above letter must be sraned by a registered professional. The Vancouver Building By-law defines a registered professional to mean

(a) a person who is registered or licensed to pract1se as an architect under the Architects Act, or {b) a _person_ who is registered or licensed to practise as a professional engineer under the Engineers and

Geoscientists Act.

CRP s !nil tillS ' FOI' Building OffiCial's use only

2 of2

Ci of Vancouver- FOI2018-126- e 077

" ':\cot \ ' I.R m 11 DIV, B) -I .\\\ ~oo7

SCHEDULE 8 ·2 FO<ming Port of SUbsection 22.7, OM""" C Ollhe

Vaneou>er BUildilg By-law


Notes: (i) This letter must be submitted along with Schedule B-1 before Issuance of a building permit. (if} This letter Is endorsed by: Architectural Institute of B.C .. Association of Professional Engineers and

Geoscientists of B .. c., Building Officials' Association of B.C., and Union of B.C. Municipalities. (iii) In this letter the words in italics have the same meaning as in the Vancouver Building By-law.

R<:m-~leted Prof~JSStowJis N~rne (f'nnt) D R. ZHANCHAO ZHAO P.Enq.

Name of ProJect (f>nnt) POOL CONCRETE FOUNDATION

Address of Pro1ect Pt1nt) 6289 CARNARVON STREET VANCOUVER BC

' (Initial applicable discipline below and cross out and inrtial only those ttems not applicable to the project.)

1.1 Fire resisti g assemblies 1.2 Fire sepa lions and their continuity 1.3 Closures, ncluding tightness and operation 1.4 Egress s tems. including access lo exit wi\hin suites and floor areas 1.5 Performs ce and physical safety features (guardrails, handrails, etc.) 1.6 Structura capacity of architectural components, including anchorage and seismic restraint 1.7 Sound c ntrol 1.8 Landsca ing, screening and site grading 1.9 Provisio for fire fighting access 1.1 0 Access r uirements for persons with disabilities 1.11 Elevatin devices 1.12 Function I testing of architecturally related fire emergency systems and

devices 1.13 Develop ent Permit and conditions tttereln 1.14 Interior gnage, including acceptable materials, dimensions and

location 1.15 Review f all applicable shop drawings 1.16 Interior d exterior finishes 1.17 Damppr ofing and/or waterproofing o1 walls and slabs below grade 1.18 Roofing nd flashings 1.19 Wall cia ding systems 1.20 Therma insulation systems, including condensation control and

cavity v ntilation 1.21 Exterior lazing 1.22 Integra n of building envelope components 1.23 Environ ental separation requirements (Part 5)

9=- STRUCTURAL

02/24/2015

"', , I •tmt S1gnaturn

2.1 Structural ca~city oJ structural components of the bu~'ldin , including anchorage and seismic restraint

2.3 Review of all applicable shop drawings vteerlt971 ...., ' " 2~ Sh ~:~ctu t al aspects,ef tkiwp fQur:I'Jatio~.. ? 4-4!> {iitM. .A _ _/ 1 ...-...~

SttUCtUial a;spects ef ti"IIQRGOd peat teA&ieRed concrete design and copstntctioo._ Verification of the satisfactory completion of an In-house check of the structural design Verification of the satisfactory completion of an Independent Concept Review, including a general oveNiew of the design calculations

ME NICAL 3.1 HVA systems and devices, including high building requtrements where applicable 3.2 Fire ampers at required fire separations 3.3 Con nuity of fire separations at HVAC penetrations 3.4 Fu onaltesting of mechanically related fire emergency systems and devices 3.5 M tntenance manuals for mechanical systems 3.6 S ructural capacity of mechanical components, Including anchorage and seismic restraint 3.7 eview of all applicable shop drawings ' For uildlng Official's use only

1 of 2


\' \ :\C< Jl \'I- R IH II Dl 'Jli BY -LA\\ 2007

Schedule B-2- Continued

•\ddress of P n•ec:t (P nt 6289 CARNARVON STREET, VANCOUJ!I

R(11;Jrsror· d ProtesSJOnnf s N~rrc Pnnn OR. ZHANCHAO ZHAO P.Eng.

4.1 Roof dra age systems 4.2 Site and oundation drainage systems 4.3 Plumbin systems and devices 4.4 Continui y of fire seperations at plumbing penetrations 4.5 Functio I testng of plumbing related fire emergency systems and devices 4.6 Mainten nee manuals for plumbing systems 4.7 Structu~ I capacity of plumbing components, including anchorage and seismic restraint 4.8 Review fall applicable shop drawings

SUPPRESSION SYSTEMS 5.1 ion system classification for type of occupancy 5.2 overage, including concealed or special areas 5.3 illty and location of electrical supervision, ancillary alarm and control devices 5.4 n of the capacity of city (municipal) water supply versus system demands and domestic demand,

includin pumping devtces where necessary 5.5 Qualific tion of welder, quality of welds and material 5.6 Review fall applicable shop drawings 5.7 Aocept ce testing for "Contractor's Material and Test Certificate" as per NFPA Standards 5.8 Mainte nee program and manual for suppression systems 5.9 Structu I capacity of sprinkler components, including anchorage and seismtc restraint 5.10 For pa at systems- conflnn sprinklers are inslalled in all areas where required 5.11 Fire De a rtment connections and hydrant locations 5.12 Fire ho e standpipes 5.13 Functio al testing of fire suppression systems and devices

.,....,..--:::o:- EL TRICAL 6.1 Electri systems and devices, ingluding high building requirements where applicable 6.2 Co.ntinui of fire separalions at erectrical penetrations 6.3 Function I testing of electrical related fire emergency systems and devtces 6.4 Electrical systems and devices maintenance manuals 6.5 Structure capacity of electrical components, including anchorage and

seismic r straint 6.6 6.7 6.8

Clearan s from bqifdihgs of all electrical utility equipment Fire prote ion of wiring for emergency systems Review o all applicable shop drawings

CHNI~AL- Temporary 7.1 Excavati 7.2 Shoring 7.3 Un?erpin lng 7.4 Temper construction dewatering

ECHNICAL- Pennanent 8.1 pacity of the soil 8.2 Geotech cal aspects of deep foundations 8.3 Compact' n of engineered fill

(Profes~JOil;;l:; Seal anll :51gnatureJ

8.4 Structura considerations of soil, including slope stability and seismic I ading

8.5 Backfill 8.6 Perman t dewatering 8.7 Perman t underpinning

' For Buading Offidal's use only 2 of2

02/24/2015 Dale

CRP's 10111als


:::0 m s VI m 0

~

453 WEST 12TH VANCOUVER 8 C. V5Y IV~ TEL 604-873-7601 FAX 604-873-7100

CITY OF VANCOUVER ~ PAGE 1 Do' TE rssueo PERMIT TYPE" '\ PERMIT NUioiBCR

FEBRUARY 25, 2015 DEVELOPMENT AND BUILDING PERMIT p DB 446666 --- ~.---.. -

LOT S BLOCKS NAND 0 DISTRICT LOT 321 PLAN LMP42692 6289 CARNARVON ST """"", ,..,....1

ss tNFORMA'I'ION 1 .......... 1<'0

~1..11'1\lfVNUo\lt

20l4 ~~~TRUCT rmN<v • V,.._Y< l";»e;OO<IJVAWt

I~~~;--JON 24, $1,810 , 355 ' -·~""" Ul'' ... [' ru~·,.,,. r~u· rl'l:

056-758 -59-0000 I"'-""'""' • ........ '""''.

DESIGN PROF PROPERTY OWNER CONTRACTOR ROBERT BILLARD SHENG YUN DON PRO DESIGN CO LTD ROBERT®BILLARDARCHITECTURE.CA 2009 9TH AVE 6289 CARNARVON ST 4 4 11 WESTMENSTER HWY NEW WESTMINSTER BC V3M 3G6 VANCOUVER BC V6N 1K2 RICHMOND BC V?C 1B6 --- ---

rEt 604 518 052 9 I 'Bl!S.LICENSE TEL 604 655 8281 I ~VS.llC!!NS£ TEL 6C4 ·72.3 8SB21BUSUC!~ 645022 f/IX CI;RTIFlCA TE FAX CERTIFICATE "fiA CUT1FlCA TE

fROHTYARO SFOE I YI\RO SlOE2YARO REIIRYARD

50 . 13 FT 8.04 FT 11 . 17 FT 71 . 81 FT N REDUCED SOUTH

THIS BUILDING AND DEVELOPMENT PERMIT WHICH INCL UDES THE PLANS MARKED AS FORMING PART THEREOF IS FOR THE FOLLOWING ONLY:

To construct a 2 storey + cellar one-family dwelling ($1,810,355) with cellar floor & indoor pool & 2 attached garages, 1 being on the cellar floor having 1 parking space and the other being on the main floor having 2 parking spaces, both having vehicular access from Carnarvon St.

Note: This is a 2 storey building pursuant to the Zoning and Development By-Law

1 - Bar sink lroposed in the cellar lounge/ rec room 2- No A/ C un t proposed 3- B1 / B2 . M. Chen P . Eng (604.871.1245) Architectural (Building Envelope) 4- 81/B2 . R.G Billard Reg . Architect (604. 619 . 0529} Architectural 4- Bl/ B2. H. Jian P.Eng (60 4 . 882 . 8475) Geotechnical (Pool) 5 - Bl/ 82. Dr. z. Zhao (604. 582 .1305) Structural & Geotechnical (Pool & guardrails) 6- HPO : Residential Builder: Pro Design Co. Ltd (34389)

******THIS PERMIT HAS BEEN ISSUED UNDER THE REQUIREMENTS OF VBBL 2007 AND THE GREEN HOMES PROGRAM******

AND IS SUBJ ECT TO THE FOLL OWING CONDITIONS AND NOTES: 601 Paved surfaces mus~ be constructed to catch all storm water and direc~ it ~o t he storm water sump as requ1red in the

Part 7 of O~vision B of the Vanc~ver 9ui1ding By-law No.94l9. 602 All ~pproved otf·street park1ng spaces shall be provided tn accordance With the approved plans prior to occupancy or

the proposed development and thereafter permanently mainta ined 1n good cond1t~on. All landscaping f<ncluding any tree replacements, shrub pl anting . grass areas and paved a Yeas) shall be completed in accordance with the approved dra~~ngs prior to occupancy of the proposed development The Bu~lding shall be maints1ned and occupied ae a one-fawuly dwelling only The site shall be maintained in a neac and t1dy condic1on. No contaminated water or wasce water shall be discharged to a storm sewer pursuant to U09l.

the Sewer and wacercouree Bylaw

Work undef this pe rmit may not proceed beyond the eKcevation and consrruction of foundation forms until the permit has been marked "plans accepted• and counterstgnec;l bl:' the City Building rnspecto:t" on the "Building Pernd.l Inspection Approval Record• lt is rhe applicant's res~onsiblltty to contact tbe Inspector. One set of approved up· t o-date drawings being available fot viewing at the job&ite. Building to be sprinklered to NF~~ l3D requirements. Dra1n tile shall be in~pected prior to hackf1ll1ng. All Uniahed grades. including top of concrete for sidewalks and patios, to be ~SO mm minl~m below wall finishes. Doors when open and/or eaves or other a~pendagea shall noc project beyond any property line. Mechanical equipment fvencilators air cond itioners, generators, compaccors and exhaust systems) shall be designed and located to minimize the noise impact on the neighbourhood and to comply w~th Noise By-LQw •ssss.

AS OWNER OR OWNERS' AGENT. (CONTINUED)

I HAVE VER.!PlED TIIA't 'l'RB lNFORMA'I"lON CONTAINED WlTHlN THIS DOCUMENT AND ASSOCIATED DOCUMEN'I'S AND PlANS IS CORREcr, AloiD DESCRIBES A USB, A BUlLDINO OR A WORK WJITOf COMPLIES WITH ALL RELEVANT BY- LAWS AND STATUTES. I ACl<NOWL.EOOE THAT RESPONSIBILITY FOR BY-LAW COMPLIANCE RESTS WITH THE OWNER AND THE OWNER'S EI'IPL.OYE&S, AGENTS AND CONTRACTORS. I WILL IND£MNIFY AND SAVE B.I\RMLESS THE CITY OF VANCOUVER, l'l'S OFFlCIAL.S, E!'.PL.OYBES AND AGENTS AGAINS'l' i'J..L CU.U\9, L!ABII.lTI<:$ AND El\i>l!NSES OF EVERY l<.lND, TN RESPE(.'T OF 1\NYTilDIG DONE OR NOT DOtiE PURSOANT TO 'I'RIS APPLICATION OR FACI' SHEET OR ENSUlNG PERMIT, INCLUDING NSGt.IGENCE AND/OR TlfE FAILURE TO OBSERVE ALL BY·t.AWS, ACI'S {)R REGIJLATIDNS_

FEE ~ FEE A"llUNT 190 DEV SOlED 8 269.00 300 BUILDlNG FEE 7,616 55

SIGNED BY ROBERT BILLARD 304 DRAlN TILE l 2 FAM 199.00

DATE SEB APPLICATION 1-ISSUED BY K HSIEH

FOR THE DIRECTOR OF PLANNING & DEV INVOICE : 775'691 l r OTAL $8,084. . 55 C~IEF BUILDING OPFICIAL

'"'1 vo • '-'' LV o v· OLV • f'U!:j<> VVV

2015102125 14:51:06 AUDIT COPY CONTINUED ON PAGE 2

~ 8 8 b ...

453 WEST 12TH V.ANCOWE~. B.C. V$Y 1V4 IE.l . 604.e7H601 FIIX 60A-li73-71D\l

CITY OF VANCOUVER PAGE 2 DATE ISSUED PEIWIT TYPE PERMIT WMIIER

FEBRUARY 25, 2015 DEVELOPMENT AND BUILDING PERMIT p DB 446666 ··~· [Ailllm'S>

L OT S B LOCKS N AND 0 DISTRIC T LOT 321 PLAN LMP42 692 6289 CARNARVON ST A~ ,,...ut<Wir1'-"" l"'"'""lt'"'"

IIU'PV<;o.'IONW.n ~~~· ,~""""'"' AlUI:i !"'~""""""•"""" ~~; I";~-->'I.A...., .........

JUN 2 4 , 2014 CONSTRUCT $1 , 810, 3 55

~ I """""'"" ['>VUITI'!;

COOOI\Oif/ATE 056-758 -5 9 -0000

APPUCANl

PROPERTY OWNER ~ .. -.

DESIGN PROF CONTRACTOR ROBERT BILLARD SHENG YUN DON PRO DESIGN CO LTD ROBERT®BILLARDARCHITECTURE.CA 2009 9TH AVE 6289 CARNARVON ST 4411 WESTMENSTER HWY NEW WEST~UNSTER BC V3M 3G6 VANCOUVER BC V6N 1K2 RICHMOND BC V7C l B6

Tl:iL 604-618 0529 ~~$ LICI:NSE 'TEL 604-655-8283 ~III.ISUCl:NSE TEL 604- 723-8582 l~SL~NSE 645022 F >J( CEI'mi'Ul'C. f AA CI:RTII'lCAlC. FAA CERTIFICATE

AND IS SUBJECT TO THE FOLLOWING CONDITIONS AND NOTES: (CONT'O) !110 Construction must be carr~ed out 1n compliance wi th the provinons of Noise Control By-law No . 6555

PERMITTED USB S PBCIPICS/LOCATION PJlBA ISF ) occ PERMITTED USB SPECIFICS/LOCATIO~ ARl!tA ( 51') occ D30 ONE·FAM DWELLING 9612.6 c

rTl!M S PBCIPICS /RBPBRBNCE QTY/ 'IUIT I TEM SPECIFICS/REFERENCE QTY:/ 'IUIT 0036 LOT 'tYPE Ql. tNSIDE/LANE 01.2 6 FLOOR AI<EA ABOVE GRADE s239 .a SF 0037 LOT WTDTH !~R 63.28/ 7!1.60 FT 01.26 i'L.OOR AREA CELLAR 4372 8 SF 0038 LOT DEPTH IRR 102.01/ 203.24 FT 012(; FLOOR AREA PlRST FLOOR 2932.) SF 004 0 PROCESSED TRROUG~ H PROC CTR - PCl OUT 01 2 6 FLOOR AA£A SECOND FLOOR 2307- 5 SP 0041 BY·LAW PR~VIS10N 0 OUTRIG.l:IT 0132 1;MPERI4EABLE H387 4/7018 ;7 29. 0 \ 0080 ZONE Z00 9 RS-5 Ol45 BLDG DEPTH 81 29 PT 0 11 3 STOREYS Z'D BYLAW 2 ~ CELLAR 2 ST 0 148 BLDG WI PTH 58' 58 FT 0115 HE~GHT ~ THAN 7/12 29.86 FT 0160 TOTAL PARKING 3 SP 0122 TOTAL FSR o.~o FSR 0 3 7 0 H PO REQU"I REMEN'l'S 01 RESBLO/FORMSUSIT 0 125 TOTAL F~OOR AREA 9612.6 Sf'

RELATED PERMITS: 0 844 66? 0 DEMOL ISH 628!1 CARNARVON ST DT42 l 817 QONSTRUCT 6289 CARNARVON ST TR429731 TREE 0£VEL 6289 CARNARVON ST

PERMITS RBQD IN ADDITION TO TRlS PERMIT INCLUD$ ! EL£CTRlCAI. GAS Pil'TUlC PLUMBU\G SPRWKL£R

APPROVALS REO,D BEFORE PElUUT IS COMPL!!Tl!t> I NCLUDE : BilO SUTLDING 1NSPECTN SAUL SCHWEBS 604- 873 7040

CONTACT 4 : INVOICE RSPeRENCB. MR . CR:..lN ZHAO Vi'lt!COU'VER BC 'l'BL: f.I'AX t BUSLI C: CElh

PROCESSED BY: PC1 REVIEW BY K JISI:EH ADDITIONAL NOTeS: 540 Please be advised tha~ further developmen~ on

at a Cut~re date thia block may necessitate a change of address to your building

915 To book an >nspection call 3 - l -1 Erom within Vancouver or 604 -873-7000 from outs1de vancouver. The l-l·l Centre 18 o~en 1 days a week from 7AM to 10PM, 365 days a year. Also, our 24 hour 8uild1ng lnspect>ons booking request message l1ne is 604 873 -7058. For informacion on b.ow to use it, please con·t act the 3-1-1 centre

AS OWNER OR OWNBJIS' AGENT, I !lAVE VERIFIED THAT THE lNPOR.MATlDN CONTAINED WlTH.Hl THIS DOCUMENT A.ND ASSOCIATED DOCUMENTS liND PLANS IS CORRECT, M'D DESCRIBES A USE. A BUILDING OR A WORk WHICH COMPLIES IIli TH ALL RELEVANT BY-lJ\WS AND STATUTES. l A<:}(}lOWLEDGB TliAT RESt'ONSIBILITY !:'OR BY U>.W COMPLlANCE RES'l'S O,UTI\ TIIB OWNER AllO THE O~INER' S EI>IPLDYEES. AGENTS AND CON'I'AACT'OP.S. I WILL tNDEMN!F'Y AND SAVE BAI!MLESS TRE CIT'f OF VANCOUVER, lTS OFFIClALS, EMPLOYEES AND AGENTS AGAINST ALL CLAIMS, LlABlLltrES A.ND EXPENSES OF EVEltY KIND, IN RESPECT OF AN'tTHlNG DONE OR NOT DONE PURSUANT TO THIS AI'PLlCATION OR FACT SllEE'I' OR ENSlliNG PERMIT, I:NCLUDIN::i NEGLIGENCE ANO/OR THE FAILURE TO OBSERVE ALL BY - LAWS , ACTS OR REGULATIONS

'Ee AM01M I <~:it:i AMOUNT

190 OSV SCRE!l 8 '269.00 SIGNED BY ROBS:RT BILLARD 3 00 BU!LO!l/G PeE 7,616 ss 304 OAAIN TILE 1-1 PAM 199 00

DATE SEB APPLICATION

ISSUED BY K HSIE:.H

FOR T HE DIRECTOR O F PLANNING & DEV INVOICE : 775&91 I TOTAL $8,0S4 .SS CHISF BUILDING O FFIC IAL

'--''J V I " '"'"'u•o•- '-'' .<.vov-o.<.v·pu~ovv

2015102125 14:51:06 AUDIT COPY PAGE20F 2

TREE ASSESSMENT AND RffiNTION REPORT

Residence at;

6289 Carnarvon St.

Vancouver, B.C.

This report documents and describes trees growing on the above referenced property that are

proposed for retention (15) and removal (7) during the redevelopment of the site. The trees were

originally described in a preliminary report w ritten for planning purposes dated February 9, 2014. Trees

have been bundled into retained and removal groups and re-numbered. Trees were measured and assessed for health, defects and structural stability. Also induded are comments and recommendations

for the preservation and protection of retained trees. Tree locations ar.e indicated on an attached

diagram. Diagram tree numbers correspond to text tree numbers. Protection fence locations for

retained site trees and relevant ne·ighbour's trees are shown. Examination date was February 4, 2014.

Tree Descriptions

Trees proposed for retention;

1. Western Red Cedar (Thujo plicato)

- DBH (diameter at breast height-measured at 1.4 m) is 84 em. -height is 32m.

-several panels of dead bark at base. Visjble rot under portions.

- health is good, vigour is fair to good, form is good.

2. WRCedar

- DBH is 103 em. -he ight is 32m. - no visible defects.

- health is good, vigour is fair to good, 'form is good.

3. WRCedar

- DBH is 99 em.

- height is 31 m. - 30 em diameter candelabra branches at 5 and 6 m forming small secondary tops. -trunk with light ivy cover to 2m.

- health is good, vigour is fair to good, form is good.

4. Grand Fir (Abies grandis)

- DBH is 108 em.

-height is 33m.

-1-



-old topping at+/- 20m.

- 6+ new +I- 30 em diameter tops to full height with 0.5 to 3 m di,splacements.

- fence nailed to trunk.

- health an.d vigour are good, form is fair.

5. Atlas Cedar lCedrus atlantica)

- DBH is 61 em.

- height is 23 m.

- several10 em diameter open branch removal scars in lower trunk.

- no other visible defects.

- health and vigour are good, form is good.

6. Tulip Magnolia !Magnolia x soulangiana)

-forked at 0.4 m; DBH's are 20 and 21 em.

- height is 8m.

-growing between houses; very linear crown east-west. Touches neighbour's house to north

and overhangs existing site house.

- some pruning stubs and water shoots (minor).

- health and vigour are good, form is unusual but good.

7. Sawara False Cypress (Chamaecyparis pisifera)

- DBH is 48 em.

-height is 22m.

-forked at 7 and 11 m. - thin crown wrth several dead branches in lower portion.

-health and vigour are fair, form is fair.

8. English Holly (/lex aqulfolium) - DBH is29 em.

- height is 12 m.

- forked at 8 m.

-minor scar at base.

- lower crown is thin from fungal infection.

- health is fair to good, vigour is good, form is fair to good.

9. WR, Cedar

- DBH is 27 em.

- height is 12 m.

- forked at 1.5 and 4 m.

- 40 ems of included bark in lower fork.

- health and vigour are good, form is fair.

-2-


10. WR Cedar

- DBH is 26 em.

- height is 14 m.

- neighbour's shrubs are tied to the trunk with nylon rope.

- no visible defects

- health and vigour are good, form is good.

11. Thread-leaf Sawara Cypress (Chamaecyparis pisifera 'Filifera' )

- DBH is 40 em.

- height Is 16m. - forked at 2, 2.5 and 4 m. Fork at 2 m has been removed.

- root flare Is distorted by a large rock.

- thin crown.

- trunk has moderate ivy cover to 4 m .

- health Is good, vigour is fair, form is fair to good.

12. WRCedar

- DBH is 89 em.

- height is 30 m.

- natural forking mid-<::rown and top 5 m. - health and v igour are good, form is good.

13. E Holly

- forked at base; DBH's are 18, 22 and 24 em.

- height is 12 m. - additional forking at 8 m.

- 2 x S em diameter removed stem stubs at base.

- health and vigour are good, form is fair.

14. E Holly - forked at base; DBH's are 15 and 17 em. - height is 7 m. - 5 em diameter dead fork at base.

- scar at base.

- health and v1gour are fair, form is fair.

15. WR Cedar

- DBH is 43 em.

· height IS 16 m .

- no visible defects.

- health and vrgour are good, form is good.

-3-


Trees proposed for removal;

16. WRCedar

- DBH rs 87 em.

- height is 32 m.

-crown is somewhat thin with several dead branches mid and upper.

- trunk with moderate ivy cover to 5 m.

- inside proposed building footprint.

- health is fair to good, vigour is fair, form is good.

17. Flowering Cherry (Prunus spp. )

- DBH is 52 em.

- height is 7 m.

-main graft/crotch area at 2 m; 2 of 6 main tops are dead and removed, 40 em and 1 tn stubs.

- open scar with visible rot and extensive insect boring evident; b~se to crotch.

-extensive dead material throughout crown.

- numerous 2 to 5 em diameter pruning stubs.

-in decline, very imbalanced crown, crotch stabilit y very suspect.

- health <lnd vigour are fair, form is poor.

18. Flowering Cherry

- DBH is 50 em.

-height is 7 m. -main graft/crotch area at 1.75 m.

- numerous burl-type deformities, many with dead and shedding bark and visible rot on main

t runk.

- heavily and badly pruned down in height. Numerous 5 to 10 em diameter stubs.

- in decline and a very poor landscape specimen. -health and vigour are fair to poor1 form is poor.

19. Silver Maple (Acer soccharinum)

- DBH is 85 em. - height is 24m.

- 20 degree lean north; partially influenced by a large Big-Leaf Maple to the south and partially a

result of root instdbility.

- one of three main tops has been cut back by 2/3 and has very rotten 10to 20 em secondary

branch stubs. A remaining 10 em diameter branch has a 1 m long open longitudinal split.

- other two tops have numerous smaller rotten st ubs.

-extensive dieback throughout crown.

- middle stem has numerous small conks mid-crown.

-in decline, crown and whole-tree stability are suspect.

- health and vigour are fair to poor, form is poor.

-4--


20. Flowering Plum (Prunus cerasifem 'Pissardii')

- forked at base; DBH's are 27,36 and 37 em.

- height is 10 m. - extensive old scarring, rot and cavities in all stems from base and into crown.

- fungal conks on sotrte branches.

- 15 degree lean south west over neighbour's garden.

-in rapid decline, crown and whole-tree instability.

- health and vigour are poor, form is poor.

21. WR Cedar

- DBH is 56 em.

- height \s 15 m. - 15 by 30 em scars at base and 2 m.

-top broken off at 7 m height and 25 em diameter; rot visible. New top has formed with

candelabra branches. One has partially failed and ha5 a 20 degree lean over the neighbour's

garden. One scarred and broken 10 em diameter limb hanging in crown.

- un5table top, poor landscape specimen.

-health and vigour are fair, form is poor.

22. Flowering Plum

-forked at base; DBH's are 50 and 52 em.

-height is 10 m.

- 1 m of included bark between tops.

-extensive scarring and rot throughout crown. One stem with longitudinal separation crack and

cavity.

-fungal conks at base.

- extensive dead material throughout crown.

-in rapid decline, crown and whole-tree instability.

- he.alth and vigour are poor, form is poor.

Tree Preservation

Demolition/construction phase;

Protection barrier fence locations seen on the attached diagram are based on Schedule A o.f the

City of Vancouver's "Protection of Trees By-law (No. 9958)". Distances are reduced west of trees 1 to 3

where an existing underground garage is to be removed and partially filled. Reduced distances are also

shown for tree #s 5 and 6 where the foundations of the existing house are close to the bases of these

trees.

Retained trees 7 through 15 are all located on a portion of the property north West of the main

-5-


part of the site occupied by the existing house. The two sections are connected by a narrow (15 foot)

opening. The smal~er portion functions as a garden for t he larger. No development is currently

anticipated in this area so protection fences shown for other t rees will restrict construct ion activities

from the area. If fut ure development is to be done individual fences will be required.

If removal of concrete walkways and patios is to be done in any of the protection areas of

retained trees it should be done by hand where practical or by machine reaching from off t hese areas.

Concrete should be cracked off and pulled up and away and not dragged across ground to minimize

disturbance of root areas beneath. Any roots damaged should be pruned cleanly with sharp

instruments. Exposed root areas should bt! mulched immediately after with 10 to 15 em of appropriate

material (bark mulch, wood chips, organic soil) to protect from compaction and moisture loss. Any

excavation edges close to protection areas should be monitored for erosion to prevent encroachment and root exposure. If the subsoil is unstable edge protection and early back-filling should done.

It may be necessary to carefully reduce the crown of t ree It 6 Magnolia to prior to demolition of

the existing house to prevent damage during this process as t he crown extends well out over it .

Landscape phase:

In general there should be no grade changes and minimal ground disturbance when clearing

unwanted garden materials in root areas of retained trees. Clearing work, soil additions and planting

should be done without machines and with as little ·foot t raffic as possible to minimize compaction.

Flagstone or paver installation should I:Je done with little or no existing soil disturbance and with sand

and soil addition. Soil additions should be a maximum of 15 em over the majority of garden areas with no addit ions against tree trunks. Increased depth in some areas may be needed for planting or

depression filling purposes.

Tree treatment recommendations;

-ivy removal from tree t#s 3 and u . - reduction of secondary tops on candelabra branches on tree #3 to prevent f uture failures.

-the crown of #4 Grand Fir should be exami nerl by a qualified climber to determine the condition of the old topping point crotch and if remedial work is necessary to stabilize it (unstable wood

removal, cabling etc.). The fence atta.chment should be removed. -remove rope from the trunk of tree ltlO.

Assessments of trees were based on visual examination of above ground parts for structural

defects, lean and general health. There was no coring or climbing involved. As much as is reasonable

was considered to ensure that trees not recommended for immediate removal were not unstable in the

conditions at the t ime of inspection but there can be no guarantee that failure will not occur at any

-6-


. -.. .

time. !here are too many unknowns including weather, soil st ructure and hidden defects for that to be

possible. Also while the protection fence location and preservation recommendations are designed to

minimize the effects of the proposed development activities on retained trees there can be no

guarantee that no adverse reactions will occur. Again there are too many unknown factors involved.

Prepared by;

David Walsh, Cert. Arborist {ISA), TRAQ

903 Hummingbird Lane, Bowen l'sland, B.C., VON lGl 604 947-2789

-7-

~TYOF VANCOUVER


Address: 6289 Carnarvon Permit#: OB 4-<.ffo6fblb BTU/hr used

Proposed FSR: 14387lsq.ft . A If owed I Proposed



(min R22)

Prposed R·

Value

112 5152 lsq.ft.

j22 1425lsq.ft.

Total Wall BTU (Deduct Glazing) Total Roof Area (Attic min R-40): j4o o lsq.ft.

11505.~1

Total Roof Area (Vaulted min R-28): 140 3455lsq.ft . 69101


concrete wolf: lLowE 3 1 3367.2 sq.ft. 659971

Proposed Glazing from stud wall lLowE 3 1 177.2 sq.ft. 34731

Proposed glazing area: 25'Yo 3544lsq.ft.

Permitted glazing area: 15% 2158lsq.ft . 422991

Max. Permitted BTU: 130184 BTU/hr

Total Proposed BTU: 115585 BTU/hr

Proposed is less therefore Approved

SIGNATURE:

Note: Ref: VBBL 2007 9.25.2.6 Calculations required for compliance to Energy requirements of VBBL 2007 for; residential buildings of 3 storeys or less in building height, having a building area

not exceeding 600m2 and , all one and two family dwelling units regardless of area. (Apr il 8 2009)

11505.~ 1

48371

47141]

24811

496221


~TYOF VANCOUVER HAZARDOUS MATERIALS REPORT FORM

DEMOLITION PERMIT # £)8 £fL/f/>f? 10

BUILDING PERMIT# : /),ej '/t.f~(;,/j.J

DATE ISSUED:

ADDRESS. 62'S q GL,·n a YL v t1 2'[; BUILDING TYPE SINGLE FAMILY f!t' MUL TlPLE FAMILY 0 COMMERCIAL 0

INSTITUTIONAL 0 INDUSTRIAL 0

DATE OF DEMOLITION/DECONSTRUCTION: -------------

APPLICANT ~be~ fj,' l~~

TEL: d ore) vt9 op .'l FAX: BUSINESS LICENSE#:

HAZARDOUS MATERIALS

PRESENT NOTP~ENT REMOVED TYPE AND LOCATlON

ASBESTOS

DRYWALL

UNDERGROUND STORAGE TANKS

PCBs

ABANDONED CHEMICALS

OTHERS (see other SKJe for examples)

CONDITIONS

~ 0 tt M 0

~ 0 0 ffi'

0 0 0 0 0 0

1. A Hazardous Materials Survey completed by a qualified person, as defined In WorkSafeBC Guideline 6.6·3, MUST be submitted with this form.

2. All hazardous materials identified above and/or In the attached survey shall be handled and disposed of In accordance with all applicable rules and regulations. (See other sfde for contacts.) In the event that hazardous materials are found during the demolition process, work must cease until they are removed.

3. Documentation from the survey, removal and disposal of hazardous materials (I.e. receipts, Inspection reports, c learance letters, WorkSafeBC Notice of Project s, sampling reports, waste manifests, etc.) must be kept for a 6-month period and produced upon request for Inspection purposes.

CERTIFICATION To be completed by the licensed contractor. demolition contractor or environmental consutrant.

I, U 11 , certify that the information provided on this form is consistent with the tindmgs of the attacned ardous Matenals Survey, and that all hazardous matenals identified here or found dunng demoh ion will be removed in accordance with all applicable regulations

2A-'C/, JIA"' 01. c I J+ Signature Date

I Position

Bullotln 2000..065-EV Hazardous Materials Reporting Revised: May 13, 2009 ' City of Vancouver- FOI2018-126- page 090

Katigbak, Veronica

From: Sent To:

Westerman, Denise Wednesday, August 10, 2016 10:05 AM Chen, Tony

Cc Subject

Schwebs, Saul; Lam, Matthew; Ryan, Pat (PDS); DOMINO (GTYV AN) 6289 Carnarvon St - spatial re-check please - letter# 2

Hi Tony & Saul, CBO has indicated that we are not taking any immediate action I notification with the project Architect. But the City should still figure out if spatial separation is conforming to VBBL or not, Saul confirmed that he will follow up on the spatia l compliance confirmation.

I was unable to locate any AL on PRISM nor POSSE on spatial issue. I have printed the yellow check sheet from DOMINO, and hi-lited a few areas (stairs, headroom, vent ilation) that needed re-confirmation for Saul's audit. Maybe the architect just labelled the elevation orientation incorrectly on the permit drawings.

It is a good idea to talk to l<atrina in case a spatial solution was proposed that was not documented. Thanks for following up . 22 1 , see you on Aug 22.

Denise

From: Chen, Tony Sent: Wednesday, August 10, 2016 8:56AM To: Westerman, Denise Cc: Schwebs, Saul; lam, Matthew Subject: RE: 6289 Carnarvon St- spatial re-check please

Saul and I took a quick look at the plans yesterday as well, and we nearly had a heart attack. UPO's are about 70% and

the lD is not anywhere close to what is needed.

It is definitely not compliant. We can do a more details spatial if you want.

Tony Chen Housing Review Branch Planning and Development Services CITY OF VANCOUVER 604 873-7783 tony [email protected]

From: Westerman, Denise Sent: Wednesday, August 101 2016 8:53AM To: Chen, Tony Cc: Schwebs, Saul; lam, Matthew Subject: 6289 Carnarvon St - spatial re-check please

Good Morning Tony.

I wouldn't ask Saul to do anything extra without checking with CBO & Matthew first.


It would be great if we can confirm if spatial was okay since it was done under the previous management at 1 & 2. FD group when staff were not receiving adequate VBBL training.

_ 1~rNaJJ.cfo waS,.Llotru;t...the..\Lellow c~cJs..s.bey_t_oD DOI'Y.l.lli~-------------.

Denise

From: Chen, Tony Sent: Tuesday, August 09, 2016 3:52PM To: Westerman, Denise; Schwebs, Saul Cc: Lam, Matthew; Ryan, Pat (POS); DOMJNO (CITYVAN) Subj ect; RE: 6289 carnarvon St - spatial re-check please

Hi Denise, PCs have oeen instructed to do spatial on all three sides and even the lane side if they find too many UPOs on that side too. This project was done in 2015 and was before my time when I started asking for it. But all the PCs now know to calculate it.

It will be up to Pat Ryan on how he wants to deal with t his issue as the CBO. We can pull the drawings to confirm.

Tony Chen Housing Review Branch Planning and Development Services CITY OF VANCOUVER 604 873-7783 [email protected]

From: Westennan, Denise Sent: Tuesday, August 09, 2016 2:56 PM To: Schwebs, Saul; Chen, Tony Cc: Lam, Matthew; Ry.an, Pat (PDS); DOMINO (CITYVAN) subject: 6289 carnarvon St- spatial re-check please

Hi Saul, Please have one of your PC to chec~ over spatial (both side yards) for this DB permit, the spatial allowed for approx. 3.5 M Umiting Distance is about 25 to 30% UPO in a sprinkle red building. Spatial Separation calculation check box was NOT filled in on the yellow permit check sheet on DOMINO. I believe we saw more than 50% UPO on the permit drawings ..... Please follow up with Pat on this issue . 22 1) . We may have to notify the registered Architect if there js problem with his drawings.

Tha nks for following up I

Denise

2 City of Vancouver- FOI 201 8-126 - page 092

~TYOF VANCOUVER

The Ch1ef Buildtng Official Ci ty of Vancouver 453 West 1 t h Avenue VSY 1V4

Dear S1r:

Demolition Contractor Declaration for Demolition of One Family Dwellings

Date (Month Day Year)

62 t> Of Co..ffi.A r v 911 { r rut . v M {..&} tuJef' RE: Property Address -~~O~l_:::...:.=-..::-=..:..:._:.~.:...._-----

Building Permit Application No. ____!Ji3 ~6W

In consideration of the City accepting and processing the above application for a building permit, and as required by the Vancouver Building By-law No. 9419, the following representations, warranties and indemmties are given to the City by the Demoli tion Contractor.

I . PAUL H~rER.. or tl1YER. DfMOLiruN LTD . ~(P~ri~nt-F.,.....u~ll-N_a_m_e_o~f .:...Au...:....th-:-o-n~·z:....ed-:-::-:Si:-gn-a-to_ry_):-- (Print Company Name of Demolition Contractor)

Agree as follows:

I have read and understand my obligations as a demolition contractor to comply with Part 8 of the Vancouver Building By·law No. 9419 and all requirements related to demolition as required by Work Safe BC.

Developed a construction safety plan as required by Work Safe BC and It will be available for inspection on the site at all times,

I hereby agree to:

Protect the adjacent properties from any damage or unreasonable tmpact from demolition activities,

Ensure that no debris, dust or other material shall be deposited on adJacent neighbour 's property, and have water available on the site for wetting down the demolition site at regular intervals to mimmize dust ,

Comply with the Noise Control By-law No. 6555 for hours of construction nmse on Private Property, and understand that no construction noise (demolition) 1s permitted on Sundays and holidays.

Backfill immediately any excavation caused by the removal of an existing basement and retaining walls or retam the serv1ces of a geotechnical engineer to review temporary shoring requirements when necessary or if directed to do so by Cily Building Inspector,

DOC/ 201 21 262236 Updated October 2013 ... 1 over

Page 1 of 3


Demolition Contractor Declaration Permit 11~8 ~ ~ For One and Two Family Dwellings (continued)

Conduct no work until the Hazardous Materials Report Form has been completed and accepted by the Environmental Protection Branch,

Have all hazardous materials, identified on the Ha2ardous Materials RepOrt Form and 1n the Hazardous Materials surVey, removed prior to demolition, once the demolition permit has been issued, by qualified contractors as outlined by Work Safe BC, who are hcensed to work in the City of Vancouver.

Prov1de. and make available upon request. documentation showing the materials have been removed and disposed of according to all applicable rules and regulations,

Obtain a Fire Permit for the removal of any known underground storage tanks on the property, and drain and remove prior to demolition,

Stop work, contact the Fire Prevention office, and obtain a fire permit if any underground storage tanks are found during demolition.

Contact the Environmental Protection Branch if there 1s suspected soil contammation,

Disconnect the water hne ins1de the property hne prior to demolition to prevent damage to the main City water line (Contact the Waterworks Branch between 7:30 3:30 Monday to Friday for shut ·off procedures.),

Install tree protect1on barriers to comply with COV Engineenng Gu1dehnes, have them mspected by the C1ty Building Inspector, maintain the barriers contmuously In place before, during and after the demolition, unless given permiSSion by the City Building Inspector to remove them,

Ensure all truck operators operate their vehicles in a safe and courteous manner adhering to City of Vancouver By-laws regulating truck use, including truck route, engine brake no1se, weight and load securement (tarping) provisions,

Meet regional waste diversion targets, to recycle construction matenals wh1ch are currently banned or prohibited' from disposal, such as asphalt, cardboard, cement and concrete, clean fill and soil, gypsum/drywall, and green waste, and use salvaging options to reduce, reuse and recycle old construction materials where reasonable.

I will notify the adjacent property owners of the demolition. I will not1fy them a minimum of 24 hours pnor to demolition. I will provide them with my contact information including my full name, company name and contact telephone number.

Provide to Work Safe BC 1n wntmg or by fax, a not1ce of proJect (NOP) at least 24 hours before starting a construction project (demolition) as required by section 20.2 of the Workers' Compensation Act. Links to the Workers' Compensation Act: http: llwww. bclaws. ca I EPLibranes/ be laws new I document/10 1 f reeside /96492 00 http: //www. worksafebc .com/insurance /managing__your account/notice of pro1ect/ default.asp

'"' over

DOC/2012/262236 Updated Oc.lober 2013 Page 2of 3


Demolition Contractor Declaration Permit II,_....:;/):.__B......:~:..._.u.:....;t.:::.G~b:...7t::J __ _

For One and Two Famfly Dwellings (contjnued)

Notify all applicable utilities, such as BC Hydro, Fort1s BC, Tetus and local cable companies. well m advance regarding disconnection of services and/or demolition work,

I agree to:

Notify the City of Vancouver Building Inspection Branch and Engineering Development Services of the date demolition Is to start by calling 3·1·1 (or 604·873-7000 from outside Vancouver city limits) before 2:00 pm at least one construction day prior to the commencement of demolition/deconstruction;

[The 3-1·1 Contact Centre is available {rom 7 a.m. to 10 p.m., 365 days per year; construction activity may not be performed in the City of Vancouver on Sundays or Holidays without an exemption from the Noise By-law.)

Call 3·1 · 1 after demolition Is complete to schedule a fmal s1te mspect1on;

Indemnify and save harmless the City of VancoLNer and its employees from all cta1ms. liabillty. judgments, costs and expenses of every kind which may result from negligence from the failure to comply fully with all by-laws, statutes and regulations relating to any work or undertaking in respect of which this applical1on 1s made, or from failure to comply w1th the undertakings given in th1s Demolition Contractor Declaration.

This Contractor Declaratio~ for Demolition is executed by the demolit1on contractor this

2] day of _Fa _, }olJ (Day) (Month) {Year)

Demolition Contractor Company Name -=--'~:..___;:.....Yft_:.....::....:..=--..:;,.D_;E....;.Af{)_..;;;.L.;:;..I....:..T..:;..[....:O}/:.....:._.::L:..._.T:...._:_D ___ _

' ..:> rt_Gl)/}t Authonzed Signatory Signature _ ...................................................................... _ Authorized Signatory Name , PAuL' HA YEt..

(PRINT)

Owner or Owner's Representative Signature.,...........~ ~-------------------------------

Owner or Owner's Representative Name Zl CH UN 2..H A 0 (PRINT)

Note: ~pon issuance of the demolition permit this declaration becomes part of the speclffcatlons and ~ondrtions of the demolition permit. failure to comply wfth the provts1ons of this declaration may result rna Stop_ Work Order, additional fees, a request for charges under the applicable by-laws , or a review of your busmess licence.

Print form

DOC/2012/262236 Updated October 2013 Page 3 of 3

City of Vancouver - FOI 2018-126- page 095

Certificate of InspectionCommunity Services GroupLicenses and Inspections

Service Status: N/A

Conductors Status: Pass

Temporary Status: Pass

Equipment Status: Pass

Bonding Status: Pass

General Status: Pass

Grounding Status: Pass

Deficiency: Other

Comment: Observed deficiencyCode Section: OTH - 005

Other Status: Pass

Wiring methods Status: Pass

Electrical Inspection – Service

Inspection Result: Passed

Comments:

Inspector Name:Office Hours:Phone:

Stan Kovacic3:00 - 4:00PM(604) 873-7704

Address 6289 CARNARVON STREETVancouver, BC V6N 1K2

Fortune Link Electrical Ltd10360 167th StSurrey, BC V4N 1Z2Office: (604) 589-1329

Contractor

04 Jun 2015EP-2015-04513-02Inspection Number:

Inspection Date:


Certificate of InspectionCommunity Services GroupLicenses and Inspections

Electrical Inspection – Expiration FollowupInspection

Inspection Result: No Action Required

Comments:

Inspector: Name:Office Hours:Phone:

Stan Kovacic3:00 - 4:00PM(604) 873-7704

Address: 6289 CARNARVON STREETVancouver, BC V6N 1K2

Contractor:

Office: (604) 589-1329

10360 167th StSurrey, BC V4N 1Z2

Fortune Link Electrical Ltd

03 Dec 2015EP-2015-04513-03Inspection Number:

Inspection Date:


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