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Scale
Checked by
Drawn by
Date
Project number
2019-0
9-3
0 3
:50:4
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
0 hr FRR walls combustible construction and combustible cladding permitted
0 hr FRR walls combustible construction and combustible cladding 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
60'x100' StorageBldg.
District of Kent
Sept 26 2019
hk
hk
A100.1
No. Description Date
1 : 400
Site1
3D site plan2
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]
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
Checked by
Drawn by
Date
Project number
3/16" = 1'-0"
2019-0
9-3
0 3
:51:1
0 P
M
Main Floor Plan
AG64102019
60'x100' StorageBldg.
District of Kent
Sept 26 2019
hk
hk
A101
No. Description Date
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]
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
Checked by
Drawn by
Date
Project number
3/16" = 1'-0"
2019-0
9-3
0 3
:51:1
0 P
M
Second Floor Plan
AG64102019
60'x100' StorageBldg.
District of Kent
Sept 26 2019
hk
hk
A102
No. Description Date
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]
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"
Top of foundation level
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
60'x100' StorageBldg.
District of Kent
Sept 26 2019
hk
hk
A103
No. Description Date
1/8" = 1'-0"
East1
1/8" = 1'-0"
North2
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]
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"
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"
Top of foundation level
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
60'x100' StorageBldg.
District of Kent
Sept 26 2019
hk
hk
A104
No. Description Date
1/8" = 1'-0"
West1
1/8" = 1'-0"
South2
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]
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"
Top of foundation level
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"
Top of foundation level
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
60'x100' StorageBldg.
District of Kent
Sept 26 2019
hk
hk
A105
No. Description Date
3/16" = 1'-0"
Section 11
3/16" = 1'-0"
Section 22
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]
Main Floor level
0' - 0"
Ceiling level
20' - 0"
Top of foundation level
2' - 0"
Second floor level
11' - 6"
2
A105
4
A106
Main Floor level
0' - 0"
Ceiling level
20' - 0"
Top of foundation level
2' - 0"
Second floor level
11' - 6"
2
A105
4
A106
3A106
Main Floor level
0' - 0"
Top of foundation level
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"
Top of foundation level
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
60'x100' StorageBldg.
District of Kent
Sept 26 2019
hk
hk
A106
No. Description Date
3/16" = 1'-0"
Section 31
3/16" = 1'-0"
Section 42
3/4" = 1'-0"
A1063
3/16" = 1'-0"
Dwelling stairs4
Structural Engineer:Quantum Engineering Ltd.207 - 46167 Yale Rd. Chilliwack, BC V2P 2P2Tel: 604-703-1605Fax: 604-909-1963E-mail: [email protected]
Designer:A-tech Design and Consulting1510 Mackay Cres. Agassiz, BCV0M 1A3604-819-9819E-mail: [email protected]