THE DEVELOPMENT - York Realtyyorkrealty.ca/wp-content/uploads/2016/10/YRI_greatplains...NO CONCRETE...
Transcript of THE DEVELOPMENT - York Realtyyorkrealty.ca/wp-content/uploads/2016/10/YRI_greatplains...NO CONCRETE...
THE DEVELOPMENT
York’s Great Plains Industrial Development is one of the newest, most sophisticated business campuses in Calgary. Located in the city’s southeast, our Great Plains Industrial Park will comprise of up to 7 buildings totaling over 200,000 square feet of space across 20 acres. Each building has been designed to provide the utmost in flexibility and versatility. Amenities include 32’ clear height ceilings, OPAL Sunshine Overhead doors, fully sprinklered, crane ready, well-lit bays varying in size from 10,000 SF to 55,000 SF. Fully customizable design build facilities can also be erected on this site.
THE DEVELOPER
York Realty currently owns and manages over 5 million square feet of commercial real estate across Western Canada. Focused almost exclusively on industrial facilities ranging from single tenant distribution centres to ‘small-bay’ multi tenant buildings we have developed a sterling reputation as highly knowledgeable, flexible and professional development firm. We stand by our buildings and are proud to deliver some of the highest quality and most usable facilities available to our tenants.
CREATIVE. AGILE. EFFICIENT. LOCAL.
York is an Alberta based landlord and developer with deep roots in the local community. Our goal is to respond quickly to problems, be creative with solutions, and to always value our tenants as our partners. Our tenant’s success equals York’s success. As shown by York’s exemplary growth over the past 25 years, the focus has been on providing the highest level of client-focused service and commitment to our tenants. By concentrating on Redevelopment of under-performing real estate, Joint Ventures, and Build-To-Suit facilities, York Realty has the assets, flexibility, and mobility to cater to every business’ requirements.
We pride ourselves on the management of our assets and aspire to continue to impress existing and future clients.
Building A
Building B
N
GLENMORE TRAIL
STONEY TRAIL
DOWNTOWN
SITE PLAN
BUILDINGAREA:
55,012 ft. sq.
64th
STR
EE
T S
.E.
72nd AVENUE S.E.
68th
STR
EE
T S
.E.
33'-1
"37
0'-0
"50
'-0"
370'
-0"
33'-1
"
BUILDINGAREA:
55,012 ft. sq.
Bus Stop
Bus StopYARDFUTUREBUILD-TO-SUIT
Access
Access
Access
107’
MAIN FLOOR PLAN
N MAIN FLOOR PLANSCALE = 1:150
11'-714"
[3537]
65'-0" [19812]
370'-0"[112776]
BA4.1
20'-0"[6096]
5'-6"[1676]
20'-0"[6096]
5'-078"
[1546]5'-07
8"[1546]
25'-0"[7620]
5'-6"[1676]
25'-0"[7620]
5'-6"[1676]
20'-0"[6096]
5'-412"
[1638]5'-41
2"[1638]
20'-0"[6096]
12'-0"[3658]
20'-0"[6096]
5'-412"
[1638]5'-41
2"[1638]
20'-0"[6096]
5'-6"[1676]
25'-0"[7620]
5'-6"[1676]
25'-0"[7620]
5'-078"
[1546]5'-07
8"[1546]
20'-0"[6096]
5'-6"[1676]
20'-0"[6096]
5'-958"
[1768]5'-95
8"[1768]
60'-0"[18288]
60'-0"[18288]
60'-0"[18288]
60'-0"[18288]
65'-0"[19812]
BA4.1
11'-714"
[3537]34'-7"
[10541]65'-0"
[19812]370'-0"
[112776]
20'-0"[6096] 2'-113
4" [908]
7'-5"[2261]
20'-0"[6096]
8'-11"[2718]
22'-0"[6706]
4'-2"[1270]
22'-0"[6706]
8'-11"[2718]
20'-0"[6096]
6'-7"[2007]
3'-7"[1092]
20'-0"[6096]
12'-0"[3658]
20'-0"[6096]
3'-7"[1092]10"
[254]
6'-7"[2007]
20'-0"[6096]
8'-11"[2718]
22'-0"[6706]
4'-2"[1270]
22'-0"[6706]
8'-11"[2718]
20'-0"[6096]
7'-5"[2261] 2'-113
4" [908]
20'-0"[6096]
11'-714"
[3537]10"
[254]120'-0"[36576]
59'-2"[18034]
120'-0"[36576]
34'-7"[10541]
60'-0"[18288]
60'-0"[18288]
60'-0"[18288]
60'-0"[18288]
65'-0"[19812]
AA4.1
44'-0
"[13
411]
5'-0"
[1524
]
150'-
5"[45
847]
50'-0
"[15
240]
51'-5
"[15
672]
AA4.1
51'-5
"[15
672]
50'-0
"[15
240]
44'-0
"[13
411]
5'-0"
[1524
]15
0'-5"
[4584
7]
7620 x 6706 O/H DOOR
6096 x 6706 O/H DOOR
PROPOSED LEASE BUILDINGFOOTPRINT=55015 ft² (5111.1m²)
GFA=55015 ft² (5111.1m²)USE= GENERAL INDUSTRIAL
SPRINKLERED
55,015 ft² (5111m²)LEASE SPACE
1 2 3 4 5 6 7
A
B
C
D
E
COL
COL COL COL COLCOL
COL COL
COLCOLCOLCOL
COLCOL
COLCOL COL
COL COL COL
COL
COLCOLCOLCOLCOLCOL
OPTIONAL CRANE (NIC)
OPTIONAL CRANE (NIC)
OPTIONAL CRANE (NIC)
20'-0"[6096] TRENCH
OPTIONAL CRANE (NIC)OPTIONAL CRANE (NIC)
ELEC
OPTIONAL:NO CONCRETE SLAB TO BEPOURED IN HATCHED AREAUNTIL INTERIOR DEVELOPMENT
OPTIONAL:NO CONCRETE SLAB TO BEPOURED IN HATCHED AREAUNTIL INTERIOR DEVELOPMENT
FUTURELOADINGDOCK
OPTIONAL CRANE (NIC)
(POSSIBLE STORAGE AREA)
6096 x 6706 O/H DOOR 6096 x 6706 O/H DOOR 6096 x 6706 O/H DOOR
6096 x 6706 O/H DOOR6096 x 6706 O/H DOOR6096 x 6706 O/H DOOR6096 x 6706 O/H DOOR6096 x 6706 O/H DOOR6096 x 6706 O/H DOOR6096 x 6706 O/H DOOR6096 x 6706 O/H DOOR 7620 x 6706 O/H DOOR 7620 x 6706 O/H DOOR 7620 x 6706 O/H DOOR
METER /SPRINKLER
1A5.1
2A5.1
3A5.1
4A5.2
OH1
101
103
102
OH2 OH3 OH4
OH5
MD1 MD2 MD3 MD4 MD5 MD6 MD7 MD8A B B A A B B A
OH6OH7OH8OH9OH10OH11OH12OH13OH14OH15OH16
MD14
MD13 MD12 MD11 MD10 MD9
MD15
CONSTRUCTION TYPE SCHEDULE
PRECAST CONCRETE WALLS
10" INSULATED PRECAST CONCRETEWALL PANEL C/W 4" INSULATION(DESIGN BY EAGLE BUILDERS)(1 HR RATING)
14" INSULATED PRECAST CONCRETEWALL PANEL C/W 6" INSULATION(DESIGN BY EAGLE BUILDERS)
1
GENERAL NOTES:
1. SEE ALSO GENERAL NOTES A7.1 FOR FURTHER WALL CONSTRUCTION INFORMATION.2. PROVIDE BRACING TO STABILIZE ALL WALLS.3. SUPPLY AND INSTALL 3/4" G1S FIRE RETARDANT PLYWOOD (FULL SHEET VERTICAL) FOR ELECTRICAL (POWER, DATA, PHONE, TV) PANELS.4. PROVIDE FIRE STOPPING AS PER CODE REQUIREMENTS.5. SEE MECHANICAL FOR FLOOR DRAIN LOCATIONS6. FIRE SEPARATIONS AS SHOWN:
1 Hr FIRE SEPARATION
2
1
1
11 1 1 1 1
1
1
1
122 2 2 2 2
1 1 11
30'-0
"[91
44]
LINE OF CATWALK & ROOFHATCH ABOVE(SEE DETAIL E/A5.2)
PRIMED & PAINTEDC-CHANNEL (ABOVE)
(SEE STRUCTURAL& SECTION 1/A5.1)
4'-9"
[1448
]12
'-6"
[3810
] 14'-0
"[42
67]
14'-0
"[42
67]
10'-0"[3048]
ROOF HATCH AND LADDER(SEE DETAIL (E/A5.2)
3 5 1/2" SOLID PRECASTCONCRETE WALL PANEL(DESIGN BY EAGLE BUILDERS)(1HR FIRE-RATING)
3
3
3
30'-0
"[91
44]
FUTURE ELECTRICAL PANEL(SEE ELECTRICAL)
FUTURE ELECTRICAL PANEL(SEE ELECTRICAL)PRIMED & PAINTED
C-CHANNEL (ABOVE)(SEE STRUCTURAL& SECTION 1/A5.1)
PRIMED & PAINTEDC-CHANNEL (ABOVE)
(SEE STRUCTURAL& SECTION 1/A5.1)
PRIMED & PAINTEDC-CHANNEL (ABOVE)(SEE STRUCTURAL& SECTION 1/A5.1)
FIRE DEPARTMENTCONNECTION
FIRE DEPARTMENTCONNECTION
44'-0
"[13
411]
2
CONCRETE SIDEWALK(SEE SITE PLAN FOREXTENT)
1'-63 4"
[476
]
5'-0"
[1524
]
5'-0"
[1524
]
5'-0"
[1524
]
1'-63 4"
[476
]
5'-0"
[1524
]
34'-7"[10541]
119'-2"[36322]
29'-7"[9017]
29'-7"[9017]
119'-2"[36322]
34'-7"[10541]
10" [254]
10" [254]
19'-0
"[57
91]
19'-0
"[57
91]
50'-7
"[15
418]
33'-614"
[10217]
50'-7
"[15
418]
33'-614"
[10217]
FUTURELOADING
DOCKCONCRETE BOLLARD(SEE DETAIL C/A1.3)
1'-31 2"
[394
]TY
P
312"
[89]TYP
CONCRETE APRON(SEE DETAIL F/A1.3& STRUCTURAL)
10'-0
"[30
48]
34'-2
"[10
414]
31%
OPE
NING
S AL
LOW
ED 1
HR S
PATI
AL S
EPAR
ATIO
NNO
N-CO
MBUS
TIBL
E CL
ADDI
NG R
EQUI
RED
31%
OPE
NING
S AL
LOW
ED 1
HR S
PATI
AL S
EPAR
ATIO
NNO
N-CO
MBUS
TIBL
E CL
ADDI
NG R
EQUI
RED
1
FUTURELOADINGDOCK
FUTURELOADING
DOCK
20'-0"[6096] TRENCH
SLOPE
20'-0"[6096] TRENCH
20'-0"[6096] TRENCH
20'-0"[6096] TRENCH
20'-0"[6096] TRENCH
9'-10"[2997]
INLET
FIRE PUMP
8'-2"[2489]
SLOPE
SLOP
ESL
OPE
SLOPE SLOPE
SLOP
ESL
OPE
SLOPE SLOPE
SLOP
ESL
OPE
SLOPE SLOPE
SLOP
ESL
OPE
SLOPE SLOPE
SLOP
ESL
OPE
SLOPE SLOPE
SLOP
ESL
OPE
1
1111
DESCRIPTIONDATEISSUE
THE
CO
PY
RIG
HT
OF
ALL
DE
SIG
NS
AN
D D
RA
WIN
GS
IS T
HE
PR
OP
ER
TY O
F TH
E C
ON
SU
LTA
NT,
AN
Y R
EP
RO
DU
CTI
ON
, DIS
TRIB
UTI
ON
AN
D/O
R U
SE
OF
THE
SE
DR
AW
ING
S F
OR
AN
Y P
UR
PO
SE
OTH
ER
TH
AN
TH
AT
AU
THO
RIZ
ED
IS P
RO
HIB
ITE
D.
DR
AW
ING
S A
RE
TO
BE
RE
AD
, NO
T S
CA
LED
. CO
NTR
AC
TOR
TO
VE
RIF
Y A
LL D
IME
NS
ION
S P
RIO
R T
O C
ON
STR
UC
TIO
N, R
EP
OR
T A
NY
ER
RO
RS
OR
DIS
CR
EP
AN
CIE
S IM
ME
DIA
TELY
.
JOB NUMBER:
DATE:
DRAWN BY:
DRAWING TITLE:REVISIONS:
YYYY-MM-DD
STAMPS:PROJECT INFORMATION:
Suite 100 - 550 Laura Avenue Red Deer County, AB, T4E 0A5Ph: 403-358-3311 www.AxiomArch.ca
SEPTEMBER 18, 2015
15-048
YORK DUPLEX HOPEWELL(LEASE BUILDING)PHASE 1
LOT: 1BLOCK: 4PLAN: 091 19947333 - 68 STREET SECALGARY, ALBERTA
CPL
BLACKFALDS, AB, T0M 0J0PO BOX 1690
(403) 885-5525
0 2015-10-07 ISSUED FOR CONSTRUCTION
D 2015-06-18 ISSUED FOR REVIEW, MOVED MECH ROOME 2015-06-19 ISSUED FOR REVIEW. CONCRETE METER ROOMF 2015-06-24 ISSUED FOR 95% CHECKSETG 2015-07-24 STAMPS REQUESTED
A 2015-04-23 ISSUED FOR PRE-APP MEETINGB 2015-05-20 ADDED MECH ROOM FOR REVIEWC 2015-06-03 ISSUED FOR DEVELOPMENT PERMITD 2015-07-24 ISSUED FOR DEVELOPMENT PERMIT RESPONSEE 2015-08-04 REVISIONS FOR REVIEWF 2015-09-02 ISSUED FOR DEVELOPMENT PERMIT RESPONSEG 2015-09-08 ISSUED FOR BUILDING PERMITH 2015-09-28 DEVELOPMENT PERMIT REVISIONJ 2015-10-05 DEVELOPMENT PERMIT REVISION
MAIN FLOOR PLAN
A2.11 2016-01-25 REVISION - SUMP LOCATIONS AND ORIENTATIONS
OPTION 19,750 SF
1 Column Grid
OPTION 219,500 SF
2 Column Grid
Optional Loading
Dock
Optional Loading
Dock
65’
50’
BUILDING SECTIONS
1 103 5 6 8
10"
1 2" GA
P
2'-0
"
6"
37'-8
1 2"
11 4"38
'-2" P
RE
CA
ST
33'-7" 60'-0" 60'-0" 33'-7"60'-0"370'-0"
60'-0"
92
60'-0"
4 71'-5" 1'-5"
28'-1
" HO
OK
32'-0
"
BUILDING A4.1SECTIONS
BUILDING SECTION A1/16" = 1'-0"
A
NOTE:
ALL TRUSS HEIGHTS AND PRECAST HEIGHTMAY VARY ± 6"
BUILDING SECTION B3/32" = 1'-0"
B BUILDING SECTION C3/32" = 1'-0"
C
EL.
T.O. FLOOR100'-0"
EL.
T.O. FOOTING97'-6"
EL.
T.O. FLOOR100'-0"
EL.
T.O. 2ND FLOOR113'-0"
EL.
T.O. TOP PLATE
137'-934"
EL.
T.O. CORNICE
127'-612"
EL.
T.O. TOP PLATE
137'-934"
EL.
T.O. FLOOR100'-0"
EL.
T.O. TOP PLATE
137'-934"
STEEL TRUSS
STEEL TRUSS
COLUMN
R-30 ISO (5")3" STEEL ROOF DECK R-30 ISO (5")3" STEEL ROOF DECK
PRECASTCORNICE
512" PRECAST SPANDREL
14"PRECAST
14'-8
1 2" (P
RE
CA
ST)
OVERHEAD DOOR
ROOF DRAIN
1% SLOPE
10" PRECAST
PROJECT NUMBER:
PROJECT TITLE
DRAWN
SCALE
LEGAL DESCRIPTION
DESIGNED
DATE
ISSUE
NO. DATE DESCRIPTION INITIAL
LOT 1, BLOCK 4CALGARY, ALBERTA
PLAN 0911 944
(403) 885-5525P.O. BOX 1690
BLACKFALDS, AB, T0M 0J0
10" PRECAST
10" PRECAST
OVERHEAD DOOR
CRANECOLUMN
10" PRECASTCRANEOPTION
1% SLOPE 1% SLOPE1% SLOPE1% SLOPE1% SLOPE1% SLOPE
4% TAPERED INSULATIONBACK SLOPE
CRANEOPTION
8" CONCRETE FLOOR
8" CONCRETE FLOOR8" CONCRETE FLOOR
10" PRECAST10" PRECAST
EL.
T.O. FLOOR97'-6"
09/04/2015 7:24:37 AM
1 103 5 6 8
10"
1 2" GA
P
2'-0
"
6"
37'-8
1 2"
11 4"38
'-2" P
RE
CA
ST
33'-7" 60'-0" 60'-0" 33'-7"60'-0"370'-0"
60'-0"
92
60'-0"
4 71'-5" 1'-5"
28'-1
" HO
OK
32'-0
"
BUILDING A4.1SECTIONS
BUILDING SECTION A1/16" = 1'-0"
A
NOTE:
ALL TRUSS HEIGHTS AND PRECAST HEIGHTMAY VARY ± 6"
BUILDING SECTION B3/32" = 1'-0"
B BUILDING SECTION C3/32" = 1'-0"
C
EL.
T.O. FLOOR100'-0"
EL.
T.O. FOOTING97'-6"
EL.
T.O. FLOOR100'-0"
EL.
T.O. 2ND FLOOR113'-0"
EL.
T.O. TOP PLATE
137'-934"
EL.
T.O. CORNICE
127'-612"
EL.
T.O. TOP PLATE
137'-934"
EL.
T.O. FLOOR100'-0"
EL.
T.O. TOP PLATE
137'-934"
STEEL TRUSS
STEEL TRUSS
COLUMN
R-30 ISO (5")3" STEEL ROOF DECK R-30 ISO (5")3" STEEL ROOF DECK
PRECASTCORNICE
512" PRECAST SPANDREL
14"PRECAST
14'-8
1 2" (P
RE
CA
ST)
OVERHEAD DOOR
ROOF DRAIN
1% SLOPE
10" PRECAST
PROJECT NUMBER:
PROJECT TITLE
DRAWN
SCALE
LEGAL DESCRIPTION
DESIGNED
DATE
ISSUE
NO. DATE DESCRIPTION INITIAL
LOT 1, BLOCK 4CALGARY, ALBERTA
PLAN 0911 944
(403) 885-5525P.O. BOX 1690
BLACKFALDS, AB, T0M 0J0
10" PRECAST
10" PRECAST
OVERHEAD DOOR
CRANECOLUMN
10" PRECASTCRANEOPTION
1% SLOPE 1% SLOPE1% SLOPE1% SLOPE1% SLOPE1% SLOPE
4% TAPERED INSULATIONBACK SLOPE
CRANEOPTION
8" CONCRETE FLOOR
8" CONCRETE FLOOR8" CONCRETE FLOOR
10" PRECAST10" PRECAST
EL.
T.O. FLOOR97'-6"
09/04/2015 7:24:37 AM
FEATURES• 32’ Clear
• 28’ under hook height
BUILDING A – UNDER CONSTRUCTION
SITE• 20 acre site
• 100mm thick paving on hot mix asphalt
• Heavy duty compacted gravel yard
• 10’ concrete apron
SLAB, DOORS, WALLS• Engineered pre-cast solid and sandwich panes
with power trowel finish
• All slabs have double layer M10 rods at 16” spacing running both ways, 30MPa concrete, power trowel float finish, Protec III sealer and saw cutting
• Opal Sunshine Overhead Doors
ELECTRICAL• 2,000 amps, 600/347 volt
• 3 phase service
• T5 interior bay lighting
EXTERIOR LIGHTING• 12 – 85 watt LED wall pack, refractive lens
• 17 – LED up/down lights on front of building
ENVIRONMENTAL
• White roof design
• 4”-6” Styrofoam infused panels for R30 insulation
• Two bus stops on site
FEATURES• “Turnkey” offices
• 55,000 SF on 5 Acres with up to 15 Acres of yard available
• 140’ marshalling area depth (building front)
• 50’ between buildings
• 220’ deep yard 10’ concrete apron
• Dedicated fenced yard
• 32’ clear ceilings
• Up to 12 drive-through bays available
• T5 fluorescent lighting
• 2,000 amps, 600 volt, 3 phase service
• 50’ x 65’ column grid
• Designed for 20 ton overhead crane running either north/south or east/west
• 12 – 20’ x 22’ drive-in doors
• 4 – 25’ x 22’ drive-in doors
• 4 drive-through bays per building * Recessed dock loading possible
• ESFR Sprinkler System
• Pre-cast concrete wall panel construction
• Bus access on site
BUILDING B – COMMENCING FALL 2016
SITE• 20 acre site
• 100mm thick paving on hot mix asphalt
• Heavy duty compacted gravel yard
• 10’ concrete apron
SLAB, DOORS, WALLS• Engineered pre-cast solid and sandwich panes
with power trowel finish
• All slabs have double layer M10 rods at 16” spacing running both ways, 30MPa concrete, power trowel float finish, Protec III sealer and saw cutting
• Opal Sunshine Overhead Doors
ELECTRICAL• 2,000 amps, 600/347 volt
• 3 phase service
• T5 interior bay lighting
EXTERIOR LIGHTING• 12 – 85 watt LED wall pack, refractive lens
• 17 – LED up/down lights on front of building
ENVIRONMENTAL
• White roof design
• 4”-6” Styrofoam infused panels for R30 insulation
• Two bus stops on site
FEATURES• “Turnkey” offices
• 55,000 SF on 5 Acres with up to 15 Acres of yard available
• 140’ marshalling area depth (building front)
• 50’ between buildings
• 220’ deep yard 10’ concrete apron
• Dedicated fenced yard
• 32’ clear ceilings
• Up to 12 drive-through bays available
• T5 fluorescent lighting
• 2,000 amps, 600 volt, 3 phase service
• 50’ x 65’ column grid
• Designed for 20 ton overhead crane running either north/south or east/west
• 12 – 20’ x 22’ drive-in doors
• 4 – 25’ x 22’ drive-in doors
• 4 drive-through bays per building * Recessed dock loading possible
• ESFR Sprinkler System
• Pre-cast concrete wall panel construction
• Bus access on site
RENDERING
PROGRESS
NOTE• Glazing can be converted
to overhead doors.
GLENMORE TRSTONEY TR
Suite 1622, Canadian Western Bank Place 10303 Jasper Avenue | Edmonton, Alberta | T5J 3N6 | T 780.421.4000
YORKREALTY.CA
Matt WoolseyPresident
780.421.4000 [email protected]
Erik DobrovolskySenior Asset Manager
403.454.4111 [email protected]