RE-ISSUED FOR DP ISSUE DATE: 06/19/2019

(1)

Copyright reserved. This design and drawing is the exclusive property of COVER Architectural Collaborative Inc. and cannot be used for any purpose without the written consent of the Architect. This drawing is not to be used for construction until issued for that purpose by the Architect. Prior to commencement of the Work the Contractor shall verify all dimensions, datums and levels to identify any errors and omissions; ascertain any discrepancies between this drawing and the full Contract Documents; and, bring these items to the attention of the Architect for clarification. These drawings must not be scaled. These drawings supercede previous issues.

#5-320 Vernon St. Nelson BC V1L 4E4 250.354.4445 [email protected]

COVER PROJECT NO. CLIENT PROJECT NO.

DATE SCALE

REVISIONS

NO DATE DESCRIPTION

ASSOCIATE ARCHITECT

CONSULTANTS

CLIENT

01 03/05/2019 ISSUED FOR REZONING 02 04/09/2019 ISSUED FOR DESIGN REVIEW 03 05/09/2019 ISSUED FOR REVIEW 04 05/22/2019 ISSUED FOR DP 05 06/04/2019 ISSUED FOR REVIEW 06 06/19/2019 RE-ISSUED FOR DP

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CRANBROOK

HOUSING

126 21st Ave Cranbrook BC 18079

06/03/2019

COVER PAGE

CRANBROOK BC HOUSING

A204

LEVEL 4 FLOOR PLAN

A205

ROOF PLAN

A206

ENLARGED FLOOR PLANS

A207

ENLARGED FLOOR PLANS

A209

REFLECTED CEILING PLANS

A301

ELEVATIONS

A302

3D VIEWS

A401

BUILDING SECTIONS

A402

BUILDING SECTION

A403

BUILDING SECTION

A404

ELEVATOR SHAFT SECTIONS

A502

STAIR SECTION

A602

PLAN DETAILS

A603

TYPICAL DETAILS

A802

MILLWORK PLANS

A000

COVER PAGE

A001

NOTES, LEGENDS, KEY PLAN

A002

ZONING BYLAW & CODE REVIEW

A003

CONSTRUCTION ASSEMBLIES

A004

LIFE SAFETY PLAN

A005

LIFE SAFETY PLAN

A006

LIFE SAFETY PLAN

A007

LIFE SAFETY PLAN

A100

SITE & SECTIONS

A201

MAIN FLOOR PLAN

A202

LEVEL 2 FLOOR PLAN

A203

LEVEL 3 FLOOR PLAN

COVER ARCHITECTURAL COLLABORATIVE INC.

5-320 VERNON ST.

NELSON, BC V1L 4E4

250-354-4445

COGNYDYN ENGINEERING & DESIGN

#150 - 2810 BREMNER AVE.

RED DEER AB, T4R 1M9

403-342-5757

DRAWING LIST

CONSULTANTS

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

RE-ISSUED FOR DP

ISSUE DATE: 06/19/2019

COGNYDYN ENGINEERING & DESIGN

#150 - 2810 BREMNER AVE.

RED DEER AB, T4R 1M9

403-342-5757

DRAWING LIST

COGNYDYN ENGINEERING & DESIGN

#150 - 2810 BREMNER AVE.

RED DEER AB, T4R 1M9

403-342-5757

(2)

GENERAL CONSTRUCTION NOTES

• THESE NOTES ARE TO BE READ IN CONJUNCTION WITH THE DRAWINGS AND

SPECIFICATIONS, FINISHES SCHEUDLE AND OWNERS SUPPLY SCHEDULE. • CONFIRM ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

• ALL LABOUR, MATERIALS, AND PRODUCTS TO COMPLY WITH THE REQUIREMENTS OF THE BRITISH COLUMBIA BUILDING CODE 2012 EDITION (BCBC) AND ALL OTHER APPLICABLE CODES, STANDARDS AND BY-LAWS.

• BUILDING CODE, SAFETY STANDARDS, AND REGULATORY STATUTE REFERENCES ON DRAWINGS ARE FOR AUTHORITY REVIEW PURPOSES ONLY. THE PRESENCE OF THE AFOREMENTIONED NOTES DOES NOT RELEASE THE CONTRACTOR AND ALL OTHERS INVOLVED IN THE CONSTRUCTION OF THE PROJECT FROM THEIR LEGAL AND STATUTORY RESPONSIBILITY TO CONFORM TO THE LAW OF THE LAND IN CONSTRUCTION AND THE CONSTRUCTION OF THE BUILDING.

• ALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUDS, OR TO GRIDLINE UNLESS NOTED OTHERWISE.

• ALL DIMENSIONS MUST BE FIELD MEASURED ON SITE AND SHOWN ON SHOP DRAWINGS. ALL DIMENSIONS MUST BE VERIFIED PRIOR TO CARRYING OUT WORK.

• IF ADJUSTMENTS ARE REQUIRED, ADVISE THE CONSULTANT PRIOR TO CARRYING OUT WORK.

• ALL AREAS ADJACENT TO AREA OF WORK ARE TO BE CONSIDERED OCCUPIED. WORK THAT IMPAIRS CORRIDOR ACCESS IS TO BE COORDINATED IN ADVANCE WITH OWNER. • PATCH AND MAKE GOOD ALL DAMAGED FINISHES & STRUCTURE (WALL, FLOOR, &

CEILING) WHICH WERE A RESULT FROM DEMOLITION OR CONSTRUCTION.

• COORDINATE WITH OWNER THE REMOVAL OF ALL EQUIPMENTS, AND SUPPLIES PRIOR TO CONSTRUCTION.

• IF CONTRACTOR FINDS ASBESTOS OR OTHER HAZARDOUS MATERIALS IN THE COURSE OF THE WORK, STOP WORK AND IMMEDIATELY REPORT TO CONSULTANT.

• PROVIDE SOLID BLOCKING AS REQUIRED IN PARTITION WALLS TO SUPPORT SHELVING, HANGER RODS, MILLWORK, SINKS, ACCESSORIES AND OTHER ITEMS THAT ARE PART OF THIS CONTRACT OR PROVIDED BY OTHERS.

• REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR COMPLETE SPECIFICATIONS, INCLUDING COLOUR AND FINISHES OF EQUIPMENT AND COVER PLATES.

• MECHANICAL AND ELECTRICAL ITEMS SHOWN ON THESE ARCHITECTURAL DRAWINGS ARE FOR COORDINATION PURPOSES. REFER TO RESPECTIVE DISCIPLINES FOR COMPLETE LAYOUTS.

• REFER TO THE SPECIFICATIONS FOR DETAILS AROUND ALTERNATE PRICES AND CASH ALLOWANCES.

• FLOORS ARE TO BE MADE LEVEL PRIOR TO ANY MEDICAL EQUIPMENT BASE PLATES AND FLOORING INSTALLATION.

• ALL NEW AND EXISTING PENETRATIONS AND WALLS ARE TO BE SEALED TO PREVENT AIR LEAKAGE.

GENERAL DEMOLITION NOTES

• DEMOLISH, SALVAGE, REUSE AND/OR DISPOSE OF PRODUCTS AS INDICATED ON

DRAWINGS.

• MINIMIZE, TO THE GREATEST EXTENT POSSIBLE, DAMAGE TO ADJACENT SURFACES DURING DEMOLITION.

• ALL CUTTING AND PATCHING WORK SHALL BE DONE IN A MANNER TO RECEIVE NEW WORK AND FINISHES.

• SALVAGED MATERIALS BECOME THE PROPERTY OF THE OWNER UNLESS NOTED OTHERWISE.

• PATCH AND REPAIR ALL FIREPROOFING DAMAGED OR REMOVED IN THE

PERFORMANCE OF THE WORK. FIRE-RESISTANCE RATING SHALL MATCH EXISTING. • FOLLOW ALL INFECTION CONTROL GUIDELINES AS SPECIFIED.

• CONFIRM LOCATIONS OF ALL MECHANICAL AND ELECTRICAL SERVICES PRIOR TO DEMOLITION. MECHANICAL AND ELECTRICAL ELEMENTS SERVING OTHER FLOORS ARE TO REMAIN UNLESS NOTED OTHERWISE ON MECHANICAL AND ELECTRICAL DRAWINGS. • TERMINATE AND CAP OFF ALL PROJECTING MECHANICAL, ELECTRICAL, PLUMBING AND

COMMUNICATIONS SYSTEMS INDICATED TO BE REMOVED. ENGINEERS DRAWINGS GOVERN THE EXTEND AND METHOD OF REMOVAL, CAPPING OFF AND MAKING SAFE OF MECHANICAL, ELECTRICAL, PLUMBING AND COMMUNICATION SYSTEMS.

• LEVEL AND PATCH DAMAGE TO SUBFLOORS CAUSED BY REMOVAL OF FLOOR FINISHES.

• COORDINATE TEMPORARY HOARDING DURING CONSTRUCTION WITH IHA STAFF

EXISTING WALL

EXISTING WALL TO BE DEMOLISHED NEW WALL

A DEMOLITION KEYNOTES

1 CONSTRUCTION KEYNOTES

WALL TAG FLOOR/ROOF TAG WINDOW TAG

101

DOOR TAG

1

HOARDING

LANDSCAPING

1t

GRAPHIC LEGEND

EXISTING BUILDING FIRE SEPARATION

A101 1 Ref

1Re

f

1 Ref

1Re

f

0

0 N

1 A101

Ref

Name

Elevation

View Scale

View Name

A101

1

GRID LINES

NORTH ARROW

SECTION REFERENCE

HEIGHT ELEVATION REFERENCE

INTERIOR/EXTERIOR ELEVATION REFERENCE

DRAWING REFERENCE

Room name

101

ROOM TAG

CONCRETE BLOCK

STEEL MASONRY

INSULATION - SEMI-RIGID

WOOD SAND/GWB CONCRETE

PLYWOOD GRAVEL

INSULATION - SPRAY FOAM INSULATION - BATT EARTH

INSULATION - RIGID

AC. ACOUSTIC

ADJ. ADJUSTABLE

ALT. ALTERNATE

ALUM. ALUMINUM

ANOD. ANODIZED

APPROX. APPROXIMATE

AVM AIR/VAPOUR/MOISTURE

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BEAM

BOT. BOTTOM

CB CATCH BASIN

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG. CEILING

CMU CONCRETE MASONRY UNIT

COL. COLUMN

COMP. COMPACTED

CONC. CONCRETE

CONT. CONTINUOUS

CORR. CORRIDOR

COV. COVER

C/W COMPLETE WITH

CS/CI CONTRACTOR SUPPLY-CONTRACTOR INSTALL

DEG. DEGREE

DF DRINKING FOUNTAIN

DIA. DIAMETER

DIAG. DIAGONAL

DN. DOWN

DRY. DRYER (CLOTHES)

DS DOWNSPOUT

DWG(S). DRAWINGS

EA. EACH

EA.F EACH FACE

ELEC. ELECTRICAL

ELEV. ELEVATION

EQ. EQUAL

ES EXPOSED STRUCTURE

EXIST. EXISTING

EXP. EXPOSED

EXP.JT. EXPANSION JOINT

EXPN. EXPANSION

EXTR. EXTERIOR

EXT.GR. EXTERIOR GRADE

FOC FACE OF CURB

F FILM

FD FLOOR DRAIN

FDN. FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET

FIN.GD. FINISHED GRADE

FLR. FLOOR

FP FIRE PLACE

FRP FIBER REINFORCED PLASTIC

FRS FIRE SHUTTER

FTG. FOOTING

FURR. FURRING

F/O FACE OF

RAD. RADIUS

RB ROLLER BLINDS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REINF. REINFORCED

REQ'D. REQUIRED

REV. REVISION

RTU ROOF TOP UNIT

RM. ROOM

RO ROUGH OPENING

RWDP RAIN WATER DOWN PIPE

RWL RAIN WATER LEADER

SAP SUSPENDED ACOUSTIC PANEL

SCW SOLID CORE WOOD

SD SOAP DISPENSER

SAN.D SANITARY DISPOSAL SEC.G. SECURITY GRILLE

SECT. SECTION

SG SEMI-GLOSS

SHTG. SHEATHING

SIM. SIMILAR

SNW.G. SNOW GUARD

SOG SLAB ON GRADE

STC SOUND TRANSMISSION CLASS SPEC. SPECIFICATION

SQ. SQUARE

SS STAINLESS STEEL

STD. STANDARD

STRUCT. STRUCTURAL

SUSP. SUSPENDED

SYM. SYMMETRICAL

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TEMP. TEMPERATURE

T/O TOP OF

TP TOILET/WASHROOM PARTITIONS TPD TOILET PAPER DISPENSER

TRANS. TRANSFORMER

TS TRACK SYSTEM

TV TELEVISION

TYP. TYPICAL

U/C UNDER COUNTER

U.N.O. UNLESS NOTED OTHERWISE

U/S UNDERSIDE

VB VAPOUR BARRIER

VERT. VERTICAL

VEST. VESTIBULE

VC VERNACARE

VJ V JOINT

VOL. VOLUME

W/ WITH

WC WATER CLOSET

WD. WOOD

WF WALL FOUNTAIN

WWM WELDED WIRE MESH

ABBREVIATIONS

GA. GAUGE

GB GRAB BAR

GL. GLASS

GLULAM GLUE-LAMINATED

GR. GRADE

GWB GYPSUM WALL BOARD

GWB.WR. GYPSUM WALL BOARD - WATER RESISTANT

HCW HOLLOW CORE WOOD

HDR. HEADER

HD.WD. HARD WOOD

HHS HAND HYGIENE SINK

HM HOLLOW METAL

HORZ. HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

HTR. HEATER

HWT HOT WATER TANK

ID INSIDE DIAMETER

IF INSIDE FACE

INSUL. INSULATION

INT. INTERIOR

JT. JOINT

LAV. LAVATORY

LG. LONG

M.STD. METAL STUD

m METER

MATL. MATERIAL

MAX. MAXIMUM

MDF MEDIUM DENSITY FIBREBOARD

MECH. MECHANICAL

MEZZ. MEZZANINE

MH MANHOLE

MIN. MINIMUM

MISC. MISCELLANEOUS

mm MILLIMETERS

MO MASONRY OPENING

MR MOISTURE RESISTANT

MS MOP SINK

NIC NOT IN CONTRACT

NO. (#) NUMBER

NTS NOT TO SCALE

O/C ON CENTER

O.D. OUTSIDE DIAMETER O.S.F. OUTSIDE FACE

OPP. OPPOSITE

OSB ORIENTED STRAND BOARD OS/OI OWNER SUPPLY-OWNER INSTALL OS/CI OWNER SUPPLY-CONTRACOR INSTALL OS/VI OWNER SUPPLY-VENDOR INSTALL OWSJ OPEN WEB STELL JOIST

PAT. PATIENT

PERIM. PERIMETER

PG PLATE GLASS

PJ PARALAM JOIST

PLY. PLYWOOD

P.LAM PLASTIC LAMINATE

POLY. POLYETHYLENE

PP POWER POLE

PR. PAIR

PSC PARALAM STEEL CONNECTION

PSF PRESSED STEEL FRAME

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PROJ. PROJECTION

PVC POLYVINYL CHLORIDE

PVCW POLYVINYL CHLORIDE WALLCOVERING

DATE SCALE

REVISIONS

NO DATE DESCRIPTION

ASSOCIATE ARCHITECT

CONSULTANTS

CLIENT

1 : 50

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CRANBROOK

HOUSING

06/03/2019

NOTES, LEGENDS,

KEY PLAN

(3)

BC BUILDING CODE REVIEW

Building Area (f2₎

20,567.68

Building Height:

4 storeys

1.3.3.2. Application of Parts 3

1) All group C, residential occupancies, exceeding 600m in building area or four storeys in building height shall comply with part 3.

3.2.2.51Sprinklering:

Group C, up to 4 storeys, sprinklered

Type of Construction

Combustible/non-combustible

Fire Rated Assemblies:

Floors - 1hr Mezzanines - 1hr

Loadbearing walls, columns, and arches = supported assembly

3.3.1.1.Separation of Suites

1)Except as permitted by Sentences (2) to (4), a suite shall be separated from adjoining suites by a fire separation having a fire-resistance rating not less than 1 h. (See also Subsection 3.3.3. for care, treatment or detention occupancies, Article 3.3.4.2. for residential occupancies, and Article 3.1.8.7. for fire dampers.)

3.1.8.4 Fire Protection Rating of Closures

45min for 45min and 1hr separations.

3.1.17.1. Occupant Load

2 persons per sleeping room in a dwelling unit First Floor: 8 occupants

Second Floor: 16 occupants Third Floor: 16 occupants Fourth Floor: 16 occupants 56 occupants

3.1.2.1. Occupancy Classification

Group C – Residential

3.2.2.14. Roof Top Enclosure

1) A roof-top enclosure for elevator mechinery or for a service shall be constructed in accordance with the type of construction requried by articles 3.2.2.20 to 3.2.2.90.

2) A roof-top enclosure for a stairway shall be constructed in accordance with the type of construction required by articles 3.2.2.20 to 3.2.2.90

3) A roof-top enclsoure for a stairway need not have a fire-resistance rating nor be cosnstructed as a fire-seperation.

3.2.2.10.Streets

4)A building is considered to face 2 streets provided not less than 50% of the building perimeter is located within 15 m of the street or streets.

3.2.4.1.Determination of Requirement for a Fire Alarm System

1)Except as permitted in Sentences (2) and (3), a fire alarm system shall be installed in buildings in which an automatic sprinkler system is required by this Part.

3.2.4.11.Smoke Detectors

1)If a fire alarm system is installed, smoke detectors shall be installed in

d)each public corridor in portions of a building classified as a Group C major occupancy,

3.2.5.3. Roof Access

1) On a building more than 3 storeys in building height where the slope of rof is less than 1 in , all main roof areas shall be provided with drect acces from the floor areas immediately below, either by

a) a stairway, or

b) a hatch not less than 550mm by 900mm with a fixed ladder.

3.2.5.4.Access Routes

1)A building which is more than 3 storeys in building height or more than 600 m2 in building area shall be provided with access routes for fire department vehicles

a)to the building face having a principal entrance, and

b)to each building face having access openings for firefighting as required by Articles 3.2.5.1. and 3.2.5.2.(See Note A-3.2.5.4.(1).)

3.2.5.6.Access Route Design

1)A portion of a roadway or yard provided as a required access route for fire department use shall a)have a clear width not less than 6m, unless it can be shown that lesser widths are satisfactory, b)have a centre-line radius not less than 12m,

c)have an overhead clearance not less than 5m,

d)have a change of gradient not more than 1in12.5 over a minimum distance of 15m,

e)be designed to support the expected loads imposed by firefighting equipment and be surfaced with concrete, asphalt or other material designed to permit accessibility under all climatic conditions,

f)have turnaround facilities for any dead-end portion of the access route more than 90 m long, and g)be connected with a public thoroughfare.(See Note A-3.2.5.6.(1).)

3.2.5.8.Standpipe Systems

1)Except as permitted by Sentence 3.2.5.9.(4), a standpipe system shall be installed in a building that is a)more than 3 storeys in building height,

3.2.5.15.Fire Department Connections

1)The fire department connection for a standpipe system shall be located so that the distance from the fire department connection to a hydrant is not more than 45 m and is unobstructed.

3.3.1.4.Public Corridor Separations

1)Except as otherwise required by this Part or as permitted by Sentence (4), a public corridor shall be separated from the remainder of the storey by a fire separation.

3.3.1.5.Egress Doorways

1)Except for dwelling units, a minimum of2 egress doorways located so that one doorway could provide egress from the room or suite as required by Article 3.3.1.3. if the other doorway becomes inaccessible to the occupants due to a fire which originates in the room or suite, shall be provided for every room and every suite

d)in a floor area that is sprinklered throughout and does not contain a high-hazard industrial occupancy and i)the travel distance to an egress doorway is more than 25m

3.3.1.9.Corridors

1)The minimum width of a public corridor shall be 1 100mm.

3.3.1.11.Door Swing

1)Except as permitted by Sentence (5) and Article 3.3.1.12., a door that opens into a corridor or other facility providing access to exit from a suite or room not located within a suite shall swing on a vertical axis.

2)Except as permitted by Article 3.3.1.12., a door that opens into a corridor or other facility providing access to exit from a room or suite that is used or intended for an occupant load more than 60

3.3.1.21. Janitors' Rooms

1) Except as permitted by Sentences (2) and (3), a room or space within a floor area for the storage of janitorial supplies shall be separated from the remainder of the building by a fire separation having a fire-resistance rating not less than 1hr. 3) The fire separation required by Sentence 1) is not required to have a fire-resistance rating if the floor area in

which the room or space is located is rinklered throughout.

Janitor Room not required to have fire-resistance rating since it is complying with sentence (3)

3.3.1.22.Common Laundry Rooms

1)Except as permitted by Sentences (2) and (3), in a building of residential occupancy, a laundry room in a floor area that is not within a dwelling unit shall be separated from the remainder of the building by a fire separation having a fire-resistance rating not less than 1 h.

2)The fire-resistance rating of the fire separation required by Sentence (1) is permitted to be less than 1 h but not less than 45 min provided the fire-resistance rating required by Subsection 3.2.2. is permitted to be less than 1 h for

a)the floor assembly above the floor area, orb)the floor assembly below the floor area, if there is no floor assembly above. 3)The fire separation required by Sentence (1) is not required to have a fire-resistance rating if the floor area in which the laundry room is located is sprinklered throughout.

Laundry room not required to have fire-resistance rating since it is complying with sentence (3)

126 21St. Ave S

7.11 HIGH DENSITY MULTIPLE FAMILY RESIDENTIAL ZONE: R-6

.1 Permitted Uses Within the R-6 Zone, the following uses only are permitted: (b) Apartment

(b) Congregate care apartment .2 Accessory Uses

(a) Home based business (b) Group day care

(c) Other uses, buildings and structures accessory to a permitted use . . 3 Parcel Dimensions

(a) No parcel shall be created in the R-6 Zone which has a front parcel line less than 12.0 m in length . .4 Recreational space

(a) No person shall locate an apartment in the R-6 Zone which has less than 10.0 m2 of recreational space per dwelling unit.

Balconies per unit: 4.0m² Multi-purpose Room: 51.5m² Outdoor Green Space: 160m² Recreation Space per Unit: 14.575m² .5 Density

(a) Subject to Section 7.11.5(b) and Section 7.11 .5(c), no person shall locate more than one hundred twenty (120) dwelling units per gross hectare on a parcel in the R-6 Zone.

(b) Where additional recreational space is provided, one (1) additional dwelling unit per 12.0 m2 of additional recreational space may be located, to a maximum density of one hundred sixty (160) dwelling units per gross hectare on a parcel in the R-6 Zone.

(c) Where concelaed off-street parking spaces are provided, one (1) additional dwelling unit per two (2) oncelaed off-street parking spaces may be located, to a maximum density of one hundred sixty (160) dwelling units per gross hectare on a parcel in the R-6 Zone.

(d) The maximum floor area ratio in the R-6 Zone shall be 1.5 . . 6 Siting

(a) No person shall locate a principal building in the R-6 Zone which has: (i) A front yard less than 9.0 m

(ii) A rear yard less than 9.0 m

(iii) An interior side yard less than 2.1 m (iv) An exterior side yard less than 9.0 m

(b) No person shall locate an accessory building or structure in the R-6Z one which has: (i) A front yard less than 9.0 m

(ii) A rear yard less than 2.1 m

(iii) An interior side yard less than 3.0 m (iv) An exterior side yard less than 9.0 m

(c) No person shall locate an accessory building or structure in the R-6 Zone within 1.0 m distance from a principal building .

. 7 Size and Dimensions of Buildings and Structures

(a) No person shall locate a principal building in the R-5 Zone which exceeds a height of 30.0 m.

(b) No person shall locate an accessory building or structure in the R-6 Zone which exceeds a height of 4.5 m. (c) No person shall cover more than 40% of the area of a parcel in the R6 Zone with buildings and structures, except for a building or structure containing oft-street parking spaces.

(d) No person shall cover more than 80% of the area of a parcel in the R6 Zone with buildings, structures and off-street parking areas .

. 8 Other Regulations

(a)No person shall use or permit the use of any portion of a parcel in the R-6 Zone for the wrecking and repair of vehicles or for the storage of derelict vehicles except for the storage of not more than one (1) derelict vehicle in other than the front yard.

(b)All portions of a parcel in the R-6 Zone not occupied by buildings, structures and off-street parking areas shall be landscaped and maintained in good condition.

Setbacks:

Front: 9.0m (29.5ft)

Rear: 9.0m (29.5ft)

Interior side: 2.1m (6.9ft) Exterior side: 2.1m (6.9ft)

Parcel Area Coverage: 1415.2m²

Parcel area: 1972.2m2

Maximum area of coverage: 80% Current area of coverage: 71.7% Maximum building height: 12m Actual building height: 11.2m

Parking Requirements.

6.07 OFF-STREET PARKING AND OFF-STREET LOADING SPACE SIZES

.1 The minimum dimensions for off-street parking spaces shall be as follows:

Type of Width In Width In Vertical Clearance

Space Metres Metres When Length In In Metres

Abutting a Wall Metres

Standard 2.7 3.0 5.8 2.0

Disabled 3.7 4.0 5.8 2.0

Parallel'- 2.7 3.0 7.0 2.0

Standard

Loading 3.5 3.8 9.0 4.0

6.09 OFF-STREET PARKING SPACES FOR DISABLED PERSONS

.1 In addition to the requirements of the British Columbia Building Code, as amended, all off-street parking areas requiring more than ten (10) off-street parking spaces shall include a minimum of one (1) off-street parking space, for persons with disabilities for every fifty (50) required parking spaces or portion thereof.

.2 Off-street parking spaces for persons with disabilities shall be provided as close to the main entrance(s) to the principal building as possible.

6.12 NUMBER OF REQUIRED OFF-STREET PARKING SPACES

.4 Residential Uses

(c) Multiple family dwelling Two (2) per dwelling unit Off street parking: 30 spots required

(Per parking variance = 1.4 stalls per dwelling unit) Off street parking: 28 spots required

CITY OF CRANBROOK ZONING BYLAW

3.3.4.2 Fire separations

1) Except as permitted by Sentences (2) and 3.2.2.9(2), suites of residential occupancy shall be separated from each other and the remainder of the building by a fire separation have a fire-resistance rating not less than 1hr.

2) The fire-resistance rating of the fire separation required by Sentence (1) is permitted to be less than 1hr but not less than 45 min provided the fire-resistance rating required by Subsection 3.2.2. is permitted to be less than 1hr for

a) the floor assembly above the floor area, or

b) the floor assembly below the floor area, if there is no floor assembly above. 3)

b) the dwelling unit is seperated from the remainder of the building by a fire separation having a fire-resistance rating not less than iii) 1hr if the building is sprinklered throughout and it is more than 3 storeys in building height.

3.3.4.3 Storage Rooms

1) Sprinklers shall be installed in a storage room prvided for the use of tenants in a residential occupancy within a floor area but not contained within a suite. 2) Excepted as permitted by sentence (3) a storage room referred to in Sentence (1) shall be separated from the remainder of the building by a fire separation having a fire-resistance rating not less than 1hr.

3.3.4.5 Automatic Locking Prohibition

1) Except for hotels and motels, a door opening onto a public corridor which provides access to exit from a suite shall be designed not to lock automatically.

3.3.4.6 Sound Transmission

1) Occupants of dwelling units shall be protected from airborne noise in cofrmance with Section 5.8

3.3.4.8 Protection of Openable Windows

1) Except as provided in Sentence (2), openable windows in suites of residential occupancy shall be protected by a) a guard with a minimum height of 1070mm constructed in accordance with Article 3.3.1.18., or

b) a mechanism capable of controlling the free swinging or sliding of the openable part of the window so as to limit any clear unobstructed opening to not more than 100mm measure either vertically or horizontally where the other dimension is greater than 380mm.

2) Windows ned not be protected in accordance with Sentence (1) where

a) the only opening having greater dimensions than those allowed by Clause (1)(b) is located higher than 1070 mm above the finished floor, or b) the bootom edge of the openable portion of the window is located less than 1800 mm above the floor or ground on the other side of the window.

3.3.4.9 Resistance to Forced Entry

1) Dwelling unit shall conform to Article 9.7.2.1 and Subsection 9.7.5

3.4.2.4.Travel Distance

1)Except as permitted by Sentence (2), for the purposes of this Subsection, travel distance means the distance from any point in the floor area to an exit measured along the path of travel to the exit.

2)The travel distance from a suite or a room not within a suite is permitted to be measured from an egress door of the suite or room to the nearest exit, provided a)the suite or room is separated from the remainder of the floor area by a fire separation

i)having a fire-resistance rating not less than 45min in a floor area that is not sprinklered throughout, or ii)which is not required to have a fire-resistance rating, in a floor area that is sprinklered throughout, and b)the egress door opens onto

i)an exterior passageway,

ii)a corridor used by the public that is separated from the remainder of the floor area in conformance with the requirements in Article 3.3.1.4. for the separation of public corridors, or iii)a public corridor that is separated from the remainder of the floor area in conformance with Article 3.3.1.4. (see Note A-3.1.8.1.(1)(b)).

3.4.2.5.Location of Exits

1)Except as permitted by Sentences (2) and 3.3.2.5.(6), if more than one exit is required from a floor area, the exits shall be located so that the travel distance to at least one exit shall be not more than c)45 m in a floor area that contains an occupancy other than a high-hazard industrial occupancy, provided it is sprinklered throughout,

3.4.5.1 Exit Signs

1) Every exit door shall have an exist sign placed over od adjacent to it if the exit serves a) a building more than 2 storeys in building height

Table 3.2.3.1.-D Unprotected Opening Limits for a Building or Fire Compartment that is Sprinklered Throughout

Max Area Actual Area L/H Ratio Limiting Distance Area% of Unprotected Openings Actual Area% of Unprotected Openings

North 150 or more sq.m 400sq.m Less than 3:1 14m 100% 21.4%

South 150 or more sq.m 400.sqm Less than 3:1 4.5m 16% 13.5%

East 150 or more sq.m 160sq.m Less than 3:1 9.8m 100% 34.3%

West 150 or more sq.m 160sq.m Less than 3:1 13.3m 100% 45.6%

Table 3.2.3.7

Maximum Area of Exposed Building Face Minimum Fire Resistance Rating Type of Construction Type of Cladding Required

North 100% N/A Combustilbe or Non-combustible Combustible or Non-Combustible

South 16% 1hr Combustible or Non-Combsutible Non-Combustible

East 100% N/A Combustilbe or Non-combustible Combustible or Non-Combustible

West 100% N/A Combustilbe or Non-combustible Combustible or Non-Combustible

3.5.3.1 Fire Separations For Elevator Hoistways

1) a vertical service space used as an elevator hoistway shall be separated from all other portions of each adjacenet storey by a fire separation having a fire resistance raiting conforming to Table 3.5.3.1. for the fire-resistance rating required by Subsection 3.2.2. for

a) the floor assembly above the storey, or

b) the floor assembly below the storey, if there is no floor assembly above

Fire Resistance Rating of Fire Separation Required for Floor Assembly 5.8.1.1. Required Protection

1) Except as provided in Sentence (2), a dwelling unit shall be separated from every other space in a building in which noise may be generated by a) a separating assembly and adjoining construction, which, together, provide an apparent sound transmission of class (ASTC) rating not less than 47, or b) a separating assembly that provides a sound transmission class (STC) rating of not less than 50 and adjoining constructions that conform to Article 9.11.1.4. 2) Construction separating a dewlling unit from a elevator shaft or refuse chute shall have an STC rating not less than 55

GREEN AREA

PROPOSED BUILDING AREA

V

IC

T

O

R

IA

A

V

E

N

U

E

S

O

U

T

H

2 ₁

S

T

A

V

E

N

U

E

S

O

U

T

H

PROPERTY LINE PROPERTY LINE

PR

OPE

R

T

Y

L

IN

E

PR

OPE

R

T

Y

L

IN

E

DATE SCALE

REVISIONS

NO DATE DESCRIPTION

ASSOCIATE ARCHITECT

CONSULTANTS

CLIENT

As indicated

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ZONING BYLAW &

CODE REVIEW

(4)

T.O SLAB

0 T.O SLAB

0

-2788 -678

-2117 932

EXISTING GRADE NEW GRADE

RETAINING WALL

0

T.O. FOOTING

-1220

T.O. FOOTING

-1220

OUTDOOR AMENITY

SPACE

PROPOSED BUILDING AREA

28 PARKING STALLS

V

IC

T

O

R

IA

A

V

E

N

U

E

S

O

U

T

H

21 S

T

A

V

E

N

U

E

S

O

U

T

H

PROPERTY LINE

PR

O

PER

TY

L

IN

E

PR

O

PER

TY

L

IN

E

RETAINING WALL

PARKING REQUIRED: 2 PER UNIT = 40 STALLS

PARKING PROVIDED: PER VARIANCE = 28 STALLS

(1.4 STALLS PER UNIT - 20 UNITS (X) 1.4 STALLS = 28 STALLS)

WOOD FENCE ALONG PROPERTY LINE PERIMETER

TYP

2700

T

Y

P

58

05

1

4

5

25

28 A

C

CE

S

A

IS

LE

60

00

21

00 9000

VI

S

IT

O

R

VI

S

IT

O

R

V ISIT O R

T

EN AN

T

TE

N

A

N

T

E

NA

NT

T

E

NA

NT

TE

N

A

N

T

E

NA

NT

2100

73

00

ROOF OVERHANG

ROOF OVERHANG FIRE TRUCK ACCESS AISLE

GRASS NEW LETDOWN

& SIDEWALK

FH

18300

14500

SIAMESE CONNECTION

FIRE HYDRANT LOCATION

VIS IT OR

V ISIT O R

VIS IT OR

VIS ITO R

V ISIT OR

TE NAN

T

EN AN

T

TE NAN

T

EN AN

T

TE NAN

T

EN AN

T

EN AN

T

TE NAN

T

EN AN

T

TE NAN

T

EN AN

T

TE NAN

T

EN AN

T

TE NAN

T

9000

4450

1525

4585

3000

1525

3 STALLS @ 2700 = 8100

2000

2700

22 STALLS @ 2700 = 56700

2700

2000

2 STALLS @ 2700 = 5400

DATE SCALE

REVISIONS

NO DATE DESCRIPTION

ASSOCIATE ARCHITECT

CONSULTANTS

CLIENT

1 : 100

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SITE & SECTIONS

1 : 100

SITE SECTION

2 1 : 100

SITE PLAN

1 PN

N

(5)

UP UP

M

9

1

1 B

B

SUITE G

105 MULTIPURPOSE

ROOM

111

MAIL BOXES INTERCOM

WASTE &

RECYCLING ROOM

103 MECHANICAL

108 SUITE D

107 ADMIN OFFICE

102

3 ELECTRICAL

109 STAFF WC

113 JANITOR

114 UNIV. WC

115 LAUNDRY RM

110 STORAGE

104 K

K

BIKE ST

O

R

A

GE

WASTE BIN

LOBBY

101 VESTIBULE

100 CORRIDOR 1

106 STAIR/ EXIT 1

001 STAIR/ EXIT 2

002

6

4

5

7 H

E

F

MECH/STORE

112 N

N

L

A

2 4600

1850

1700

1850

4600

14600

3000

13050

15250

3050

1950

36300

1825

4625

1700

3450

3000

14800

3050

10450

2000

3000

1 A401 2

A401

1 A402

1 A502

2 A502

1 A403

W1

W2

W1

P1

P5

P1

P5

P1

P5

P4

P3

P4

P5

P3

P5

P4

P3

P4

P3

P6

P10

P9

P5

P9

W1

P5

P7

P5

P7

P3

P4

P3

P1

2960

3495

3625

2970

4730

3800

725 3200

2795

1095

1205

1095

2400

4050

950 1600

1500

P3

1900

1695

2995

3100

1630

2600

3500

1805

2420

2125

3100

1630

2550

1700

1445

2645

3050

1775

2725

1700

750 5500

4075

610 1765

7620

3650

3530

1160

1390

850

560

885 2943

2155

1865

2440

109-1

103-1

104-2

110-1

108-1

114-1

115-1

104-1

001-1

002-2

002-1

113-1

103-2

102-1

112-1

D4

111-1

001-2

111-2

100-2

111-3

D4

390

875

925

875

610

680 1300

1300

800 1040

1200

2400

1250

4495

905 4600

700

905 2020

1635

1335

1280

3450

2090

915

795 3550

1250

1650

750

900 3150

750 3050

3500

945

610 1495

1695

1805

P4

P3

P1

2900

3550

D1

D2

D3

D2

W2

1795

1355

1150

13

5. 0°

D1

3470

2980

1385

915

900

850 1945

950

750 3325

1300

765

535 1250

3900

1750

850 2000

1900

915 2285

D3

D1

D5

D1

D2

G1

G2

G1

G2

G1

G2

G3

G4

G1

G3

G2

G3

G2

G4

G5

G4

G2

P3

P4

P3

_P3

G3

1

A602

2

A602

W1

P3

3

A602

A206

2

A206

570 1880

570

4

A207

5

A602

W1

P5

P3

DATE SCALE

REVISIONS

NO DATE DESCRIPTION

ASSOCIATE ARCHITECT

CONSULTANTS

CLIENT

1 : 50

C

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MAIN FLOOR PLAN

1 : 50

LEVEL 1

1

(6)

DN

M

9

1

1 SUITE B

201 SUITE D

203 SUITE E

204 B

B

3 SUITE A

200 SUITE F

205 SUITE C

202 K

K

6

4

5

7 H

D

E

J

F

C

G

N

L

8 3000

3050

10000

3050

6100

3050

1950

A

14600

3000

3050

5950

5800

3050

10450

2000

3000

2

2 1825

2775

1850

1700

1850

2775

1825

36300

1 A401 2 A401 1 A402 1 A502 2 A502 1 A403

1825

4625

1700

3450

3000

W1

W3

W1

_W1

W1

W2

W3

W2

W1

925

850

850 P1

P1

P5

P1

P5

P6

P10

P6

P1

P9

P5

P3

P4

P3

2850

3100

2700

3150

750 3050

3500

1550

1300

1190

610 1300

1300

610 1190

W2

1150

1550

P3

P4

P3

P4

P3

2440

4010

1205

1235

1700

735 1310

1125

1975

1125

3070

2680

1775

2725

1700

750 5500

P1

P3

P4

P3

2440

4010

1450

1650

1450

1420

1650

600 1100

735

750 1250

P3

800

800 2900

3550

1700

1850

1250

1650

400 2325

750

900

800 P3

P3

2550

750

950

900 2695

1805

2550

3425

3175

3050

1930

P1

1320

3305

2005

1300

1320

750 1650

800 1700

3950

1650

1400

1525

1650

1675

850

750 1775

1250

3950

1650

1240

₁₃₅

.0°

135 .0°

135.0 _°

1230

1150

13

5. 0°

135 .0°

1725

1200

770

915 1490

1490

915

645 1105

1945

1225

135 .0°

W1

P3

P1

P4

P3

P4

P3

P4

P3

_P3

P3

1650

1250

3550

P1

1500

1800

895

905 1100

1135

915 1000

915

945 W1

1850

1300

1000

610 1440

1750

STAIR/ EXIT 1

001 CORRIDOR 2

206 2900

3050

750 3300

2925

3175

3050

1700

1850

W2

850

945

915

925

925 P3

P3

001-3

D1

D3

D2

P3

D3

D2

P3

D3

D4

G2

G3

G2

G1

G2

G1

G2

G4

G2

G1

G2

G3

G4

G3

G1

G2

G1

G2

G3

G1

G3

G2

G3

G2

G3

G4

G3

D1

D3

D1

D4

D1

D2

D1

D3

D2

D3

D2

D3

D2

D3

_D2

D4

002-3

D4

D3

D4

D2

D1

D4

P3

STAIR/ EXIT 2

002 P3

P3

819

831 1215

7

A602

8

A602

DATE SCALE

REVISIONS

NO DATE DESCRIPTION

ASSOCIATE ARCHITECT

CONSULTANTS

CLIENT

1 : 50

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HOUSING

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LEVEL 2 FLOOR

PLAN

1 : 50

LEVEL 2

1

(7)

M

9

1

1 B

B

3 K

K

SUITE A

300 SUITE B

301 SUITE C

302 SUITE D

303 SUITE E

304 SUITE F

305

6

4

5

7 H

D

E

J

F

C

G

N

L

8 A

A

2

1 A401 2 A401 1 A402 1 A502 2 A502 1 A403

W1

W3

W1

_W1

W1

W2

W3

W2

W1

P1

P5

P1

P5

P6

P10

P6

P1

P9

P5

P3

P4

P3

W2

P3

P4

P3

P4

P3

P1

P3

P4

P3

P1

W1

P3

P1

P4

P3

P4

P3

P4

P3

_P3

P3

P1

W1

W2

P3

3000

3050

10000

3050

6100

3050

1950

14600

3000

3050

5950

5800

3050

10450

2000

3000

1825

2775

1850

1700

1850

2775

1825

36300

1825

4625

1700

3450

3000

2850

3100

2700

3150

750 3050

3500

1550

1300

1190

610 1300

1300

610 1190

1150

1550

2440

4010

1205

1235

1700

735 1310

1125

1975

1125

3070

2680

1775

2725

1700

750 5500

2440

4010

1450

1650

1450

1420

1650

600 1100

735

750 1250

800

800 2900

3550

1700

1850

1250

1650

400 2325

750

900

800 2550

750

950

900 2695

1805

2550

3425

3175

3050

1930

1320

3305

2005

1300

1320

750 1650

800 1700

3950

1650

1400

1525

1650

1675

850

750 1775

1250

3950

1650

1240

1230

1850

1150

1725

1200

770

915 1490

1490

915

645 1105

1945

1225

1650

1250

3550

1500

1800

895

905 1100

1135

915 1000

915

945 1850

1300

1000

610 1440

1750

2900

3050

750 3300

2925

3175

3050

1700

1850

945

915

135 .0°

135.0 _°

13

5. 0°

135 .0°

G2

G1

G2

D4

G2

G4

G3 G3

G1

D4

G3

G2

_G3

D4

G2

G3

G2

G3

G2

G1

G2

G3

D4

G3

D1

D2

D3

D2

D3

D1

D2

D1

D3

D2

D1

D3

D2

D1

D2

D3

D2

D3

D2

D3

G2

002-4

001-4

G1

G2

G3

D2

D3

D4

D2

D1

G1

G2

G4

D4

STAIR/ EXIT 2

002 CORRIDOR 3

306 STAIR/ EXIT 1

001 D2

819

831 P3

P3

925

925 1215

1650

5

A206

6

A206

DATE SCALE

REVISIONS

NO DATE DESCRIPTION

ASSOCIATE ARCHITECT

CONSULTANTS

CLIENT

1 : 50

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