district of kent 60'x100' storage€¦ · 0 hr frr walls combustible construction and...

Scale

Checked by

Drawn by

Date

Project number

2019-0

9-3

0 3

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4 P

M

3D Cover Page

AG64102019

60'x100' StorageBldg.

District of Kent

Sept 26 2019

H Kuipers

hk

A100

No. Description Date

3D Exterior1

3D Main floor bay doors2

3D Main floor to residence3

Designer:A-tech Design and Consulting1510 Mackay Cres. Agassiz, BCV0M 1A3604-819-9819E-mail: [email protected]

Structural Engineer:Quantum Engineering Ltd.207 - 46167 Yale Rd. Chilliwack, BC V2P 2P2Tel: 604-703-1605Fax: 604-909-1963E-mail: [email protected]

60' -

0"

8' -

9 1

/2"

157' -

5"

88' -

7"

8' - 4"

Dedicated as road 694.9 Sq. m.

Zone: M2Setbacks:

Rear 6.0m ........Proposed: 2.63mInterior side 6.0m ........Proposed 24.789m exterior side 6.0m ........ not applicableHeight not regulated

Site coverage 70% Max.

Gross floor area not regulated

Zoning analysis BUILDING A

Address: 4610 Cemetery Road

Development Variance Permit required Spatial separation BUILDING A

65

' - 7 1

/ 2"

65' -

7 1

/2"

32

' - 9 1

/ 2"

32' -

9 1

/2"

center line of road

Property line

Pro

pert

y lin

e

Property line

Property lin

e

Property line

39' - 10 1/2"23' - 4 1/2"

BUILDING A

81' - 6"

13' - 9

"

12' -

0"

BUILDING B50 ft. x 35 ft.

BUILDING C45 ft. x 60 ft.

BUILDING D170 ft. x 35 ft.

4610 Cemetery Rd.

8' -

6 1

/2"

Limiting distance to a line that is not the property line with a legal agreement registered on both properties

Lim

itin

g d

ista

nce t

o a

lin

e t

hat

is n

ot

the p

rop

ert

y lin

e w

ith a

leg

al ag

reem

ent

reg

iste

red o

n b

oth

pro

pert

ies

BC Building Code 2018

BC Building Code 2018 A-3.2.3. permits using a limiting distance line that is not the property line if a legal agreement is registered on both properties

155' - 7 1/2"

155' -

3"

A registered agreement at 47.5 meters from the property line at 6610 Cemetery Rd. on 4600 Cemetery Rd. to be registered on both properties

32' -

9 1

/2"

Front 6.0m ........Proposed: 37m

Parking area

Fuel shed 20 ft. x 10 ft.

Limiting distance = actual distance divided in half for being over the 10 min. Fire dept. response time

oo

o

o

o

o

o

164' -

0 1

/2"

164' - 1 1/2"

45' -

1 1

/2"

164' - 2 1/2"

limiting distance line

12

1' - 6

1/2

"

Limiting distance to

a line th

at is not th

e property lin

e with a legal agreement registered on both propertie

s

164' - 0

1/2

"

limitin

g d

ista

nce lin

e

2Hr FRR wall non-combustible constructionwith non-combustible claddingwith no openings

1 hr FRR walls combustible construction non-combustible cladding required prior to constructing future buildings

2 hr FRR walls combustible construction and non-combustible claddingpermitted with max 15% openings

85' -

2"

97' -

4 1

/2"

41' -

9"90' -

10"

center line of road

Cemetery Rd.

4600 Cemetery Rd.

113' - 3"

73' - 4 1/2"

2Hr FRR wall Combustible or non-combustible construction non-combustible claddingmax. 23.5 % openings

61' -

2 1

/2"

124' - 6"

183' -

2 1

/2"

1 hr FRR walls combustible construction non-combustible cladding required

1 hr FRR walls combustible construction and combustible cladding permitted

0 hr FRR walls combustible construction and combustible cladding permitted 100% unprotected openings permitted



38

' - 3 1

/ 2"

2Hr FRR wall non-combustiblewith no openings

2.0 meter landscape area as per Zoning Bylaw 1219, 2001. consolidated Nov. 2018 7,17.5 pg.39

164' - 0 1/2"

0 hr FRR walls combustible construction and combustible cladding permitted 100% unprotected openings permitted

25' -

0"

50.0

m

50.0m

50.0m

37.0

m

chain link fence

chain link fence

gate

chain

lin

k f

ence

41

' - 1 1

/ 2"

100 ft. x 60 ft.

8' -

3"

16' -

9"

All walls to built out of concrete blockMin. 2 hr FRR

50.0

m

See building elevations for Spatial Separation calculationsScale

Checked by

Drawn by

Date

Project number

1 : 400

2019-0

9-3

0 3

:51:0

9 P

M

Site Plan

AG64102019


District of Kent

Sept 26 2019

hk

hk

A100.1


1 : 400

Site1

3D site plan2



UP

UP

3' -

4"

14'x14' Overhead door

14

'x14' o

verh

ea

d d

oor

14

'x'1

4 o

verh

ea

d d

oor

30x70 30x70

BUILDING A60' x 100'

Facto

ry e

ngin

ee

red

tru

sses a

t 24

" o.c

.

60m distance between exits ( travel distance 30 meters)

35.5 m between exit doors (travel distance 17.6 meters)

30x70 steel door in a expandable steel frameRO 37-1/2"x 85" (typ)

30x70 steel door in a expandable steel frameRO 37-1/2"x85" (typ)

30x70 steel door in a expandable steel frameRO 37-1/2"x85" (typ)

13' -

4"

13' -

4"

13' -

4"

24' - 11 1/2" 25' - 0"12' - 6"12' - 6"

6'0

"x4'0

"6'0

"x4'0

"6'0

"x4'0

"

6'0"x4'0" 6'0"x4'0"

6'0"x4'0"6'0"x4'0"6'0"x4'0" 6'0"x4'0"

6'0

"x4'0

"

6'0"x4'0" 6'0"x4'0"

OPTIONAL 6" CONCRETE FLOOR

2"X8" studs @ 16" oc as per engineered structural drawings

2

A105

1

A106

2

A106

7' -

2 1

/2"

Line of future floor above

FutureCaretaker suite entrance

4

A106

Storage

Shower

FutureShop washroom

Closet

Future Lunch room

6' -

9"

3' - 2"

60m distance between exits (travel distance 30 meters)

32' -

7"

16' -

3"

16' -

4 1

/2"

24' - 10"

24' - 10"

Future main floor plan in Shaded area

Future 8"x 8" Wood column

14' -

5"

4' -

6 1

/2"

Hallway

27' -

4 1

/2"

Future 14" TJI floor system

Futu

re L

VL b

eam

s t

o s

uppo

rt f

utu

re m

ezzanin

e f

loor

Future LVL beam to support future mezzanine floor

Future strip footing and pad footings as per engineered structural drawing.

60' -

0"

60' -

0"

12' -

10 1

/2"

12' -

10 1

/2"

17' -

1 1

/2"

17' -

1 1

/2"

10' -

0"

10' -

0"

3' - 0"

3' - 7 1/2"18' - 8 1/2"

4' - 9 1/2" 2' - 3" 7' - 6"

23' - 9"

3' -

7 1

/2"

4' opening to access under stairs

13' - 8" 13' - 8"9' - 11" 13' - 9"

100' - 0"

9' - 10"

12' - 6"

100' - 0"

12' - 6"

48' - 6" 48' - 6"3' - 0"

24' - 10"

14

'x'1

4 o

verh

ea

d d

oor

3' -

4"

6' -

0"

6' -

0"

4' - 6"

4' -

6"

3' - 6"

3' -

6"

Future 90 Min FPR door

17' -

2"

Future 2 hr FRR applied to the ceiling and underside of stairsULC Des L538

. 5/8" T&G plywood

. "i" shaped wood joists (TJI) at min. 16" o.c.

. R 35 Rock slag insulation

. 1 layer 5/8" Type "X" Gypsum

. resilient channel at 16"o.c.

. two layer 5/8" type "X" gypsum

=

public stairs = Max. riser 7", Min. run 11"

private stairs = Max rise 7-7/8", Min run/tread 10"

Mezzanine floor = 0 hr FRR

Future 2 hr FRR applied to the walls dividing the residential unit and the industrial unitULC Des U301. 2 layer 5/8" Type "X" Gypsum wall board. wood studs at 16" o.c.. rock slag insulation. 2 layer 5/8" type "X" Gypsum wallboard

=

Future 1 hr FRR = 1 layer 5/8" Type"X" Gypsum wallboard BCBC 2018 Appendix D. wood studs @ 16" o.c. = 20 min. FRR. 5/8" type "X" Gypsum = 40 min. fiberglass insulation = 5 min FRR

TOTAL= 65 min FRR applied to the interior face of the wall incl. R-20 insulation c/w 6 mill poly V.B. when second floor is developed in this building

=

Scale

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Drawn by

Date

Project number

3/16" = 1'-0"

2019-0

9-3

0 3

:51:1

0 P

M

Main Floor Plan

AG64102019


District of Kent

Sept 26 2019

hk

hk

A101




DN

DN

2

A105

1

A106

2

A106

14' - 6 1/2" 9' - 0"

Walk-in closet

Bedroom

4

A106

15' - 7"

12' -

9 1

/2"

17' -

2"

12' - 6"25' - 0"25' - 0"

FutureStorage mezzanine or office space

60 x 40

Future floor plan in shaded area

electric fireplace

Living area

Kitchen Dinning

2' -

8 1

/2"

3' - 4 1/2"

Bathroom/laundry

Future Caretaker Suite

DW

Range

11' - 4"

42' -

10"

Refrigerator

WasherDryer

10' -

0"

10' -

0"

13' -

4"

13' -

4"

13' -

4"

60' -

0"

13' - 8" 13' - 8" 13' - 8" 9' - 11"9' - 11"

30' -

0 1

/2"

60' -

0"

100' - 0"

100' - 0"

5' -

0"

24' - 10"

24' - 10"

12' - 6"

12' - 7 1/2"

Future 2 hr FRR applied to the walls dividing the residential unit and the industrial unitULC Des U301. 2 layer 5/8" Type "X" Gypsum wall board. wood studs at 16" o.c.. rock slag insulation. 2 layer 5/8" type "X" Gypsum wallboard

=

5' -

7"

27' -

7"

3' -

0 1

/2"

3' -

0"

storage

closet

14'-2" x 12'-6"

23'-10" x 42'-4"

Scale

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Date

Project number

3/16" = 1'-0"

2019-0

9-3

0 3

:51:1

0 P

M

Second Floor Plan

AG64102019


District of Kent

Sept 26 2019

hk

hk

A102




Main Floor level

0' - 0"

Ceiling level

20' - 0"

Top of foundation level

2' - 0"

Second floor level

11' - 6"

2

A105

4

A106

4"

12"

Spatial separation:Exposed Building area = 111.48 m/2* limiting distance to a line that is not a property line with a legal agreement registered on the title of both propertiesLimiting distance = 50 m Limiting distance divided by 2 for over 10 min. fire dept. response time + 25mTable 9.10.14.5.A for F-2 occupancyTotal % permitted unprotected openings = 100%Total % unprotected openings proposed = 49%Type of construction permitted = Combustible or non-combustibleFire resistance rating (FRR) required = 0 hr FRRType of cladding permitted = combustible or non-combustible

18.2 m/2 18.2 m/218.2 m/2 18.2 m/2

Main Floor level

0' - 0"

Ceiling level

20' - 0"


2' - 0"

Second floor level

11' - 6"

1

A106

2

A106

Spatial separation:Exposed Building area = 185.8 m/2* limiting distance to a line that is not a property line with a legal agreement registered on the title of both propertiesLimiting distance = 50 m Limiting distance divided by 2 for over 10 min. fire dept. response time + 25mTable 9.10.14.5.A for F-2 occupancyTotal % permitted unprotected openings = 100%Total % unprotected openings proposed = 5.85%Type of construction permitted = Combustible or non-combustibleFire resistance rating (FRR) required = 0 hr FRRType of cladding permitted = combustible or non-combustible

2.23m/2 2.23m/2 2.23m/2 2.23m/2

1.95m/2

Scale

Checked by

Drawn by

Date

Project number

1/8" = 1'-0"

2019-0

9-3

0 3

:51:1

1 P

M

East and NorthElevations

AG64102019


District of Kent

Sept 26 2019

hk

hk

A103


1/8" = 1'-0"

East1

1/8" = 1'-0"

North2



Main Floor level

0' - 0"

Ceiling level

20' - 0"


2' - 0"

Second floor level

11' - 6"

2

A105

4

A106

4"

12"

FutureFire compartment A Group C residential

FutureFire compartment BGroup F-2 Medium Hazard Industrial

2.23m/2 2.23m/2 2.23m/2 2.23m/2

Spatial separation: when second floor is developed in the buildingFire compartment AExposed Building area = 37.86 m/2* limiting distance to a line that is not a property line with a legal agreement registered on the title of both propertiesLimiting distance = over 50 m Limiting distance divided by 2 for over 10 min. fire dept. response time = 25mTable 9.10.14.5.A for Group C occupancyTotal % permitted unprotected openings = 100%Total % unprotected openings proposed = 17.67%Type of construction permitted = combustible or non-combustibleFire resistance rating (FRR) required = 0 hr FRRType of cladding permitted = combustible or non-combustible

Spatial separation: prior to building adjacent building and prior to the second floor development in the building.One Fire CompartmentExposed Building area = 111.48 m/2* limiting distance to a line that is not a property line with a legal agreement registered on the title of both propertiesLimiting distance = over 50 m Limiting distance divided by 2 for over 10 min. fire dept. response time = 25mTable 9.10.14.5.A for F-2 occupancyTotal % permitted unprotected openings = 100%Total % unprotected openings proposed = 3%Type of construction permitted = combustible or non-combustibleFire resistance rating (FRR) required = 0 hr FRRType of cladding permitted = combustible or non-combustible

Spatial separation: when the second floor is developed in the buildingFire compartment BExposed Building area = 73.62 m/2* limiting distance to a line that is not a property line with a legal agreement registered on the title of both propertiesLimiting distance = over 50 m Limiting distance divided by 2 for over 10 min. fire dept. response time = 25mTable 9.10.14.5.A for F-2 occupancyTotal % permitted unprotected openings = 100%Total % unprotected openings proposed = 3%Type of construction permitted = combustible or non-combustibleFire resistance rating (FRR) required = 0 hr FRRType of cladding permitted = combustible or non-combustible

42' - 10"

7' - 0 1/2"

17' - 2"

Spatial separation: When future building "B" is constructedFire compartment AExposed Building area = 37.86 m/2Limiting distance = 12 m Limiting distance divided by 2 for over 10 min. fire dept. response time = 6 mTable 9.10.14.5.A for Group C occupancyTotal % permitted unprotected openings = 57%Total % unprotected openings proposed = 17.67%Type of construction permitted = combustible or non-combustibleFire resistance rating (FRR) required = 45min. FRRType of cladding permitted = combustible or non-combustible

Spatial separation: When future building "B" is constructedFire compartment BExposed Building area = 73.62 m/2* limiting distance to a line that is not a property line with a legal agreement registered on the title of both propertiesLimiting distance = 12 m Limiting distance divided by 2 for over 10 min. fire dept. response time = 6mTable 9.10.14.5.A for F-2 occupancyTotal % permitted unprotected openings = 17%Total % unprotected openings proposed = 3%Type of construction permitted = combustible or non-combustibleFire resistance rating (FRR) required = 2 hr FRRType of cladding permitted = non-combustible

Main Floor level

0' - 0"

Ceiling level

20' - 0"


2' - 0"

Second floor level

11' - 6"

1

A106

2

A106

Spatial separation: when second story is developed within the buildingFire compartment AExposed Building area = 37.91 m/2Limiting distance = 37 m Limiting distance divided by 2 for over 10 min. fire dept. response time + 18.5mTable 9.10.14.5.A for Group C occupancyTotal % permitted unprotected openings = 100%Total % unprotected openings proposed = 9%Type of construction permitted = Combustible or non-combustibleFire resistance rating (FRR) required = 0 hr FRRType of cladding permitted = combustible or non-combustible

2.23m/2 2.23m/2 2.23m/2 2.23m/2 2.23m/2

1.95m/2

18.2m/2

24' - 9"

FutureFire compartment AGroup C Residential

FutureFire compartment BGroup F-2 Medium Hazard industrial

75' - 3"

Spatial separation: Prior to development of second story within the structure.9.10.14.4.(9) The max. aggregate area for a one story building facing a street need not comply with sentence (1) if the limiting distance is not less that 9.0 meters.O Hr FRR

Spatial separation: when second storey is developed within the buildingFire compartment BExposed Building area = 140 m/2Limiting distance = 37 m Limiting distance divided by 2 for over 10 min. fire dept. response time + 18.5mTable 9.10.14.5.A for F-2 occupancyTotal % permitted unprotected openings = 66.7%Total % unprotected openings proposed = 20.76%Type of construction permitted = Combustible or non-combustibleFire resistance rating (FRR) required = 1 hr FRR = 1 layer 5/8" Type "X" gypsum wallboard applied to the interior face of the wall c/w R-20 insulation and 6 mill Poly V.B.Type of cladding permitted = combustible or non-combustible

1.95m/2

Scale

Checked by

Drawn by

Date

Project number

1/8" = 1'-0"

2019-0

9-3

0 3

:51:1

4 P

M

West and SouthElevations

AG64102019


District of Kent

Sept 26 2019

hk

hk

A104


1/8" = 1'-0"

West1

1/8" = 1'-0"

South2



Main Floor level

0' - 0"

Ceiling level

20' - 0"

2' - 6"

0' -

10"

5' -

5"

25' -

5"

20' -

0 1

/2"

20' -

0"

4"

12"

5' -

5"

14' -

0"

30' -

10"

Galvanized Westform Duraclad Sheet metal roofing installed as per mfg. instructions.

Westform sheet metal ridge capping c/w vent profile closure

1/2" plywood roof sheathing on 2x4 strapping as per structural engineered drawings

Nado synthetic underlayment membrane

Factory engineered trusses at 24" o.c. as per mfg. specs. and structural engineered drawings.

Unfinished open truss ceiling 2"x4" bracing as per engineered structural drawings

Sheet steel cladding colour to be determined

1/2" plywood sheathing as per P-eng.

Optional 6" concrete slab c/w 10mm rebar at 16" o.c.

R-10 ridged insulation to footing level before backfill

Future R-5 ridged insulation around concrete slab perimeter if Concrete slab is included

If optional concrete slab is included then install 6 mill poly vapour barrier seal to the foundation wall around the perimeter, all lapped joints, and penetrations

Compacted granular fill

Foundation details as per structural engineered drawings Also see: 3 A-106

Truss bracing as per truss mfg. specs. and structural engineered drawings

6' -

0"

6' -

0"

6' -

0"

6' -

0"

18' -

0"

6' -

0"

6' -

0"


2' - 0"

Second floor level

11' - 6"

2

A105

0' -

10"

2' - 6"

Future footing/slab thickening for future mezzanine floor

16' - 4"

28' - 4"

Future footing for future mezzanine floor as per engineered drawings

See A 106 3 and engineered structural drawings S 3.1 (1) and (2)TYP.

0' - 1 1/2"

Tyvek sheathing membrane

Main Floor level

0' - 0"

Ceiling level

20' - 0"


2' - 0"

Second floor level

11' - 6"

1

A106

2

A106

8' -

6"

10' -

7"

Concrete footing for future mezzanine floor See engineered structural drawing S 3.1(4)

14" TJI joists as per engineering

Scale

Checked by

Drawn by

Date

Project number

3/16" = 1'-0"

2019-0

9-3

0 3

:51:1

4 P

M

Sections 1 and 2

AG64102019


District of Kent

Sept 26 2019

hk

hk

A105


3/16" = 1'-0"

Section 11

3/16" = 1'-0"

Section 22



Main Floor level

0' - 0"

Ceiling level

20' - 0"


2' - 0"

Second floor level

11' - 6"

2

A105

4

A106

Main Floor level

0' - 0"

Ceiling level

20' - 0"


2' - 0"

Second floor level

11' - 6"

2

A105

4

A106

3A106

Main Floor level

0' - 0"


2' - 0"

4' -

0"

0' -

10"

2' - 6"

Optional Concrete Floor

Duraclad Sheet Metal CladdingTyvek Sheathing Membrane or Equivalent.

1/2" Plywood Sheathing as per Engineered drawings

2"x8" studs as per Engineered Drawings

Undisturbed soil

compacted granular fill

Future R-5 ridged insulationwhen and if concrete floor is poured

R-10 ridged insulation

2' -

0"

2' -

0"

Finished Grade

0' - 8"

0' -

1 1

/2"

0' - 1 1/2"Future ridged insulation

0' - 2"

NOTE:See engineered structural drawing S 3.1 (1) and (2)

Main Floor level

0' - 0"

Ceiling level

20' - 0"


2' - 0"

Second floor level

11' - 6"

2

A106

6' -

7"

3' -

7"

11' - 4"

Scale

Checked by

Drawn by

Date

Project number

As indicated

2019-0

9-3

0 3

:51:1

6 P

M

Sections 3 and 4

AG64102019


District of Kent

Sept 26 2019

hk

hk

A106


3/16" = 1'-0"

Section 31

3/16" = 1'-0"

Section 42

3/4" = 1'-0"

A1063

3/16" = 1'-0"

Dwelling stairs4



district of kent 60'x100' storage€¦ · 0 hr frr walls combustible construction and...

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