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1. THE CONTRACTOR SHALL EXAMINE ALL CONTRACT DOCUMENTS,
CHECK DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE
ENGINEER FOR CLARIFICATION PRIOR TO COMMENCING
CONSTRUCTION. DISCREPANCIES NOT REPORTED ARE THE
RESPONSIBILITY OF THE CONTRACTOR. CHECK AND VERIFY ALL
DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS BEFORE
COMMENCING WITH ANY WORK. NOTIFY THE ARCHITECT OF ANY
ERRORS OR OMISSIONS.
2. READ STRUCTURAL DRAWINGS IN CONJUNCTION WITH THE
ARCHITECTURAL DRAWINGS
3. TEMPORARY SUPPORT AND TEMPORARY AND PERMANENT
BRACING OF LOAD BEARING AND NON-LOAD BEARING ELEMENTS
DURING CONSTRUCTION TO RESIST DEAD, LIVE AND
CONSTRUCTION LOADS IS THE RESPONSIBILITY OF THE
CONTRACTOR. DESIGN OF THE TEMPORARY SUPPORTS IS THE
RESPONSIBILITY OF THE CONTRACTOR.
4. DO NOT CONSTRUCT FROM THESE DRAWINGS UNLESS MARKED
"ISSUED FOR CONSTRUCTION".
5. THE GENERAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS
FOR REVIEW BY THE ENGINEER OF RECORD. ALLOW ADEQUATE
TIME FOR REVIEW BY THE ENGINEER OF RECORD PRIOR TO
FABRICATION OR ERECTION. SHOP DRAWINGS SHALL BE
REVIEWED BY THE GENERAL CONTRACTOR PRIOR TO
SUBMISSION FOR REVIEW BY THE ENGINEER OF RECORD. SHOP
DRAWINGS SHALL BE SEALED BY A PROFESSIONAL ENGINEER
REGISTERED IN THE PROJECT PROVINCE OR STATE OF
JURISDICTION. THE SHOP DRAWING ENGINEER SHALL ENSURE
THAT THE FABRICATION AND ERECTION OF THESE ELEMENTS ARE
IN ACCORDANCE WITH THEIR DESIGN AND THAT THE DESIGN IS IN
ACCORDANCE WITH ALL RELEVANT CODES AND REGULATIONS.
SHOP DRAWINGS SHALL BE SUPPLIED FOR REVIEW FOR THE
FOLLOWING BUT NOT LIMITED TO:
* REINFORCING STEEL FOR CONCRETE
* STRUCTURAL STEEL SHAPES AND PLATES
* TIMBER
* ENGINEERED WOOD PRODUCTS
6. ALL DESIGN TO CONFORM TO THE ABC 2006, AND ALL
OTHER APPLICABLE CODES AND PRACTICES AND BEST PRACTICES.
7. FIELD REVIEWS :
NOTIFY THE ENGINEER 48 HOURS IN ADVANCE FOR FIELD
REVIEWS AND APPROVAL OF THE FOLLOWING:
* CONCRETE REINFORCEMENT BEFORE EACH CONCRETE POUR
* STRUCTURAL STEEL BEFORE COVERING UP
* WOOD FRAMING BEFORE COVERING UP
8. DO NOT SCALE FROM THESE DRAWINGS.
9. THE DESIGN HAS BEEN PREPARED BASED ON THE ASSUMPTION
THAT THE OWNER AND/OR OPERATOR HAS A SITE SAFETY PLAN
IN PLACE TO ADDRESS AND MITIGATE SAFETY HAZARDS, BOTH
COMMON AND SPECIFIC TO THIS PROJECT
GENERAL
ABBREVIATIONS
AIFB ASPHALT IMPREGNATED
FIBRE BOARD
ALT. ALTERNATE
ARCH. ARCHITECTURAL
B.C.E. BOTTOM CHORD
EXTENSION
BLL BOTTOM LOWER LAYER
BUL BOTTOM UPPER LAYER
BM. BEAM
BOT. BOTTOM
BPO BAR PLACING ORDER
BTWN BETWEEN
BRG. BEARING
CANT. CANTILEVER
C.J. CONTROL JOINT
CL. CENTER LINE
CLR. CLEAR
COL. COLUMN
CONC. CONCRETE
CONT. CONTINUOUS
C.P. COMPLETE
PENETRATION
C/W COMPLETE WITH
DET DETAIL
D.L. DEAD LOAD
D.O. DO OVER (DITTO)
DP. DEEP
DWG. DRAWING
DWLS DOWELS
E.E. EACH END
E.F. EACH FACE
ELEC. ELECTRICAL
EL. ELEVATION
ELEV. ELEVATION
E.S. EACH SIDE
E.W. EACH WAY
EXIST. EXISTING
EX EXTRA
EXT. EXTERIOR
F.D. FLOOR DRAIN
F.S. FAR SIDE
FTG FOOTING
GALV. GALVANIZED
G.L. GRID LINE
H.1.E. HOOK ONE END
H.2.E. HOOK 2 ENDS
H.D.G. HOT DIPPED GALVANIZED
HOR. HORIZONTAL
HORIZ. HORIZONTAL
I.F. INSIDE FACE
INT. INTERIOR
JT. JOINT
LG. LONG
L.L. LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LSH LONG SIDE HORIZONTAL
LSV LONG SIDE VERTICAL
L.V. LENGTH VARIES
L.W. LONG WAY
MAX. MAXIMUM
MECH. MECHANICAL
MIN. MINIMUM
N.I.C. NOT IN CONTRACT
N.S. NEAR SIDE
N.T.S. NOT TO SCALE
O/C ON CENTRE
O.F. OUTSIDE FACE
OPP. OPPOSITE
OWSJ OPEN WEB STEEL JOIST
PLA POINT LOAD ABOVE
P/T PRESSURE TREATED
R.D. ROOF DRAIN
REINF. REINFORCING
R/W REINFORCED WITH
S.D.L. SUPERIMPOSED DEAD
LOAD
SIM. SIMILAR
S.O.G. SLAB ON GRADE
STAG. STAGGERED
STIR. STIRRUP
S.W. SHORT WAY
TEMP. TEMPERATURE
REINFORCING
THK. THICK
THRU THROUGH
T.J. TIE JOIST
TLL TOP LOWER LAYER
T.O. TOP OF
T.O.C. TOP OF CONCRETE
T.O.S. TOP OF STEEL/SLAB
TUL TOP UPPER LAYER
TYP. TYPICAL
T & B TOP AND BOTTOM
T & G TONGUE AND GROOVE
U.N.O. UNLESS NOTED
OTHERWISE
U/S UNDERSIDE
VERT. VERTICAL
WT. WALL THICKNESS
W.P. WORK POINT
DESIGN CODE : (ABC 2006)
IMPORTANCE FACTOR (Is) = 1
ROOF
DEAD LOADS:
ROOFING , FRAMING & INSULATION --------------------------- 0.47 kPa
CEILING, MECHANICAL & ELECTRICAL ------------------------ 0.25 kPa
TOTAL DEAD LOADS ------------------------------------------------- 0.72 kPa
ENVIRONMENTAL LOADS:
DESIGN SNOW LOAD (Ss) ------------------------------------------ 2.00 kPa
RAIN LOAD (Sr) --------------------------------------------------------- 0.10 kPa
SEISMIC DATA:
Sa(0.2) = 0.095
Sa(0.5) = 0.057
Sa(1.0) = 0.026
Sa(2.0) = 0.014
PGA = 0.05
DESIGN DATA
STEEL
1. PROVIDE STRUCTURAL STEEL TO CSA/CAN-G40.20/G40.21 OR ASTM
STANDARD A 992/ A992M. THE FOLLOWING SHOULD HAVE GRADES
MINIMUM OF:
* STRUCTURAL SHAPES GRADE 350W
* HOLLOW STRUCTURAL SECTIONS GRADE 350W CLASS 'C'
* COLUMN BASE PLATES GRADE 300W
* MISCELLANEOUS PLATES GRADE 260W
* PIPE SECTIONS ASTM A53, 241 MPa
WELDING
1. WELDING TO BE METAL ARC WELDING TO CSA W59 BY WELDERS
APPROVED BY THE CANADIAN WELDING BUREAU TO REQUIREMENTS
OF CSA W47.1. CERTIFICATE TO BE MADE AVAILABLE UPON REQUEST
2. WELD REINFORCEMENT STEEL TO CSA W186.
HARDWARE
* BOLTS: ASTM A307, A325, A325M, A490, A490M OR
F182.
* THREADED ROD: ASTM A307
* LAG BOLTS: ASTM A307
* DRIFT PINS: ASTM A307 OR CSA/CAN-G40.21 300W
* SCREWS: GRK RSS, SFS INTEC BLUE MAX OR SPAX
* WASHERS: MALLEABLE CAST IRON
* SPLIT RINGS: 2 1/2"Ø OR 4"Ø AS SPECIFIED
* SHEAR PLATES: ASTM A47 GRADE 32510
* STEEL ROD: ASTM A449 OR ASTM A307
CUSTOM HARDWARE
1. FABRICATE TO CAN/CSA S16.01
2. PROVIDE STEEL TO CSA/CAN-G40.20/G40.21 OR ASTM STANDARD A 992/
A992M. THE FOLLOWING SHOULD HAVE GRADES MINIMUM OF;
STRUCTURAL SHAPES: 350W
HOLLOW STRUCTURAL SECTIONS 350W
COLUMN BASE PLATES 300W
MISCELLANEOUS PLATE 260W
PIPE SECTIONS ASTM A53, 241W
3. HOT DIP GALVANIZE ALL HARDWARE PERMANENTLY EXPOSED TO
WEATHER OR WHERE STAINING OF THE TIMBER IS A CONCERN. ALL
FINISHES TO CLIENT OR ARCHITECTS SPECIFICATIONS.
MATERIAL SPECIFICATIONS
1. FABRICATE AND ERECT STRUCTURAL STEEL TO CSA S16.1.
2. DESIGN OF CONNECTIONS BY STEEL FABRICATOR UNLESS DETAILED ON
THE DRAWINGS. USE MIN. 2 BOLTS PER CONNECTION AND DESIGN FOR
BEARING CONNECTIONS WITH THREADS INCLUDED IN THE SHEAR
PLANE.
3. ANCHOR BOLTS TO ASTM A36 OR A307 UNLESS NOTED. OTHERWISE
STRUCTURAL BOLTS AND NUTS TO ASTM A325 OR A325M-89. TIGHTEN
ALL BOLTS WITH AN IMPACT WRENCH.
4. PROVIDE A CONTINUOUS 35 MPa GROUT BED BENEATH BASE PLATES
AND OTHER CONNECTIONS BEARING ONTO CONCRETE.
5. FRAME OPENINGS IN STEEL DECK GREATER THEN 450mm WITH L90x90x6
MINIMUM.
6. SHOP COAT STEEL SURFACES INTENDED FOR HEATED INTERIOR AREAS
WITH ONE COAT OF PRIMER TO CISC/CPMA 1-73A. USE ONE COAT OF
CGSB 1-GP-40 PRIMER FOR ALL STEEL SURFACES EXPOSED DIRECTLY
TO THE WEATHER AND FOR STEEL IN UNHEATED BUT COVERED AREAS
SUCH AS CANOPIES. PRIMERS MAY BE EXCLUDED ONLY WHERE
SPRAYED FIREPROOFING IS SPECIFIED OR SPECIFICALLY APPROVED BY
THE OWNER AND THE ENGINEER.
7. SUBMIT SHOP DRAWINGS TO THE ENGINEER AND RECEIVE
APPROVAL PRIOR TO FABRICATION. SHOW ALL DETAILS, INCLUDING
FIELD WELDS, AND MATERIAL SPECIFICATIONS. SHOP DRAWINGS TO BE
SEALED BY A PROFESSIONAL ENGINEER FOR DESIGN OF
CONNECTIONS.
8. PROVIDE 10mm THICK BEARING STIFFENERS EACH SIDE OF WEB OR TO
ONE SIDE OF CHANNEL WEB CENTERED OVER THE SUPPORT WHERE
BEAM OR CHANNEL PASSES OVER THE SUPPORT.
9. OPEN WEB STEEL JOIST SEATS TO BE 65mm DEEP WITH 100mm
MINIMUM BEARING UNLESS OTHERWISE NOTED.
10. MISCELLANEOUS STEEL NOT DETAILED ON THE DRAWINGS SUCH AS
STAIRS, RAILINGS, AWNINGS, AND NON-STRUCTURAL ARCHITECTURAL
STEEL SHALL BE DETAILED TO RESIST LOADS AND OTHER EFFECTS TO
THE REQUIREMENTS OFTHE GOVERNING BUILDING CODE.
11. WELDING TO BE METAL ARC WELDING TO CSA W59-03 BY WELDERS
APPROVED BY THE CANADIAN WELDING BUREAU TO THE
REQUIREMENTS OF CSA W47.1.
12. WELD REINFORCEMENT STEEL TO CSA W185. USE WELDABLE
REINFORCEMENT TO CSA G30.18 GRADE 400.
13. MINIMUM SIZE OF FIELD WELD, 2mm LESS THAN THE THICKNESS OF
THE MATERIAL BUT NOT LESS THAN 6mm.
14. TOUCH UP ALL FIELD WELDS WITH PRIMER AFTER SLAG HAS BEEN
REMOVED.
15. OPEN WEB STEEL JOIST (OWSJ) NOTES:
* PROVIDE 65mm DEEP JOIST SEAT U.N.O.
* PROVIDE A MINIMUM OF 65mm BEARING U.N.O.
* SELF WEIGHT OF OWSJ IS INCLUDED IN THE DEAD LOADS
SPECIFIED.
* T.J. INDICATES A BOTTOM CHORD EXTENSION REQUIRED TO
CONNECT TO AN ADJACENT COLUMN.
16. METAL DECK TO BE 38mm PROFILE x 0.762 THK. GALVANISED BUTTON
CLINCH SIDE LAPS @400 O.C.
17. FLAME APPLIED GALVANIZING TO BE USED WHERE SHOP GALVANIZING
HAS BEEN COMPROMISED.
18. STEEL COLUMNS MAY ONLY BE CALLED UP AT THE BASE OF THE COLUMN
AND REFERRED TO AS 'SC' ON PLANS ABOVE.
19. CONTINUOUS COLUMNS TO BE BLOCKED AT ALL FLOOR PENETRATIONS.
STRUCTURAL STEEL
WIND LOADS: HOURLY WIND PRESSURE (1/50) ---------------------- 0.40 kPa
DRAWING LIST
S1.0
GENERAL NOTES
S2.0
MAIN FLOOR PLAN
S2.1
CEILING PLAN
S3.0
SECTIONS AND DETAILS
Site Class : C (ASSUME)
PRODUCT GEOMETRIES MUST MET OR EXCEED THE MINIMUM PROPOSED BY THE
STEEL STUD MANUFACTURES ASSOCIATION FOR INDUSTRY STANDARDIZATION.
FOR SSMA DESIGNATIONS SEE TABLE BELOW.
COLD-FORMED METAL PRODUCT IDENTIFICATION
MEMBER SECTION TABLE
SSMA
IDENTIFICATION
FLANGE
WIDTH
SECTION
S-SECTION
(STUDS)
S137
S162
S200
S250
1
3
8
"
1
5
8
"
2"
2
1
2
"
T-SECTION
(TRACKS)
T125
T200
2
1
4
"
2"
MEMBER THICKNESS TABLE
MIN.
DELIVERED
THICKNESS
MILS
0.0329"
0.0428"
0.0538"
0.0677"
0.0966"
0.1180"
GAUGE
33
43
54
68
97
118
20
18
16
14
12
10
DESIGN
THICKNESS
0.0346"
0.0451"
0.0566"
0.0713"
0.1017"
0.1242"
S1252
1
4
"
MEMBER
DEPTH
SSMA
IDENTIFICATION
3
5
8
"
MEMBER DEPTH
(WEB SIZE) TABLE
6"
8"
10"
362
600
800
1000
SSMA
PRODUCT IDENTIFICATION
800S162-43 (50ksi)
MEMBER
DEPTH
SHAPE
FLANGE WIDTH
MIL THICKNESS
YIELD STRENGTH
(IF GREATER
THAN 33ksi)
USED STEEL STUDS "SCAFCO" OR APPROVED EQUIVALENT
2
1
2
"
250
3
1
2
"
350
S : STUD OR JOIST
T : TRACK
U : CHANNEL
F : FURRING
S2.2
ROOF FRAMING PLAN
S3.1
SECTIONS AND DETAILS
S3.2
SECTIONS AND DETAILS
S3.3
SECTIONS AND DETAILS
S1.0
PRIME CONSULTANT
403 229 2037
550 - 110 ninth avenue sw
calgary alberta
T2P 0T1
TITLE
NO ISSUE DATE
1 ISSUE FOR COORDINATION 2015.06.01
2 ISSUED FOR 75% PRICING 2015.06.15
3 ISSUED FOR BUILDING PERMIT 2015.07.27
4 ISSUED FOR TENDER 2015.08.14
REVISED
NO REVISION DATE
SEAL
CLIENT
HUDSONS
9120 37 avenue
edmonton alberta T6E 5L4
PROJECT
HUDSONS: RED DEER
MUNICIPAL ADDRESS:
4900 50th street
red deer alberta
LEGAL ADDRESS:
LOT 41
BLOCK 17
PLAN 079 6266
NOTES
DO NOT SCALE DRAWINGS. REQUEST VERIFICATION OF DIMENSIONS AS
REQUIRED.
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH STRUCTURAL, MECHANICAL,
ELECTRICAL DRAWINGS AND ANY OTHER CONSULTANT'S DRAWINGS THAT MAY BE
APPLICABLE.
COPYRIGHT RESERVED. ALL PARTS OF THIS DRAWING ARE THE EXCLUSIVE
PROPERTY OF MCKINLEY BURKART ARCHITECTS INC. AND SHALL NOT BE USED OR
REPRODUCED WITHOUT THEIR PERMISSION.
THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL SO APPROVED.
KEY PLAN
DRAWING TITLE
August 13, 2015 5:08 PM J:\26300\26346 Hudson's Pub\04_Communications\40_Correspondence\2015.08.24\26346_S1.0 General Notes.dwg
48
TH
AV
EN
UE
49
TH
AV
EN
UE
51ST
STREET
52ND
STREET
GA
ET
Z
(5
0)
AV
EN
UE
LOT 41
BLOCK 17
PLAN 072 8266
C1:
COMMERCIAL
CITY
CENTRE
C1
PS:
PUBLIC
SERVICE
R3
C1
C1 C1
C1 C1
C1
C1C1
C1
49
TH
STREET
ROSS
(50TH)
STREET
53RD
STREET
47
TH
AV
EN
UE
DC:
DIRECT
CONTROL
R3:
RESIDENTIAL
MULTIPLE
FAMILY
C1 C1
C1 C1
C1 C1
C1
#1, 6325 - 12 St SE, Calgary, AB T2H 2K1
Calgary Office 403 254 0544
DRAWING INFORMATION
PROJECT NO 26346
STARTED
SCALE NTS
DRAWN CT
CHECKED TN/KL
REVISION SHEET
GENERAL NOTES
J
BP
BP
1
- 1:100
MAIN FLOOR PLAN
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
EXISTING PATIO
TO REMAIN3
S3.0
PROVIDE STEEL COLUMNS
TO SUPPORT DOORS AND
OPERABLE WALLS (TYP.)
T
Y
P
.
STEEL COLUMN SCHEDULE
TYPE DESCRIPTION BASE PLATE
SC1 HSS 76x76x6.4 "PL1" SEE DETAIL 5/S3.0
SC2 HSS 64x64x4.8 "PL1" SEE DETAIL 5/S3.0
SC3 HSS 64x64x4.8 "PL2" SEE DETAIL 5/S3.0
4
S3.1
EXISTING CONC. SIDEWALK
TO REMAIN FOR NEW
INTERIOR SPACE
EXISTING MAIN CONC. SLAB
EXISTING BUILD OUT
TO BE REMOVED
PENETRATIONS THROUGH
EXISTING SLAB (TYP.)
NOTES:
1. REFER TO ELECTRICAL AND MECHANICAL
DRAWINGS FOR ADDITIONAL PENETRATIONS.
2. COORDINATE ALL PENETRATIONS AND THEIR
LOCATIONS WITH ALL CONTRACT DOCUMENTS
PRIME CONSULTANT
403 229 2037
550 - 110 ninth avenue sw
calgary alberta
T2P 0T1
TITLE
NO ISSUE DATE
1 ISSUE FOR COORDINATION 2015.06.01
2 ISSUED FOR 75% PRICING 2015.06.15
3 ISSUED FOR BUILDING PERMIT 2015.07.27
4 ISSUED FOR TENDER 2015.08.14
REVISED
NO REVISION DATE
SEAL
CLIENT
HUDSONS
9120 37 avenue
edmonton alberta T6E 5L4
PROJECT
HUDSONS: RED DEER
MUNICIPAL ADDRESS:
4900 50th street
red deer alberta
LEGAL ADDRESS:
LOT 41
BLOCK 17
PLAN 079 6266
NOTES
DO NOT SCALE DRAWINGS. REQUEST VERIFICATION OF DIMENSIONS AS
REQUIRED.
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH STRUCTURAL, MECHANICAL,
ELECTRICAL DRAWINGS AND ANY OTHER CONSULTANT'S DRAWINGS THAT MAY BE
APPLICABLE.
COPYRIGHT RESERVED. ALL PARTS OF THIS DRAWING ARE THE EXCLUSIVE
PROPERTY OF MCKINLEY BURKART ARCHITECTS INC. AND SHALL NOT BE USED OR
REPRODUCED WITHOUT THEIR PERMISSION.
THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL SO APPROVED.
KEY PLAN
DRAWING TITLE
August 13, 2015 5:05 PM J:\26300\26346 Hudson's Pub\04_Communications\40_Correspondence\2015.08.24\26346_S2.0 Main Floor Plan.dwg
48
TH
AV
EN
UE
49
TH
AV
EN
UE
51ST
STREET
52ND
STREET
GA
ET
Z
(5
0)
AV
EN
UE
LOT 41
BLOCK 17
PLAN 072 8266
C1:
COMMERCIAL
CITY
CENTRE
C1
PS:
PUBLIC
SERVICE
R3
C1
C1 C1
C1 C1
C1
C1C1
C1
49
TH
STREET
ROSS
(50TH)
STREET
53RD
STREET
47
TH
AV
EN
UE
DC:
DIRECT
CONTROL
R3:
RESIDENTIAL
MULTIPLE
FAMILY
C1 C1
C1 C1
C1 C1
C1
#1, 6325 - 12 St SE, Calgary, AB T2H 2K1
Calgary Office 403 254 0544
DRAWING INFORMATION
PROJECT NO 26346
STARTED
SCALE NTS
DRAWN CT
CHECKED TN/KL
REVISION SHEET
MAIN FLOOR PLAN
S2.0
1
- 1:100
CEILING PLAN
B
8
CA D E F G H J K
9
7
6
5
4500
4500
4500
4500
18000
3050 4500 4500 4500 4500 4500 4500 4500 4500
39050
BEAM SCHEDULE
TYPE DESCRIPTION
B1
B1
B1
2-38x241 SPF No.1/2
EXISTING SECOND
CONCRETE SLAB
JOIST SCHEDULE
TYPE DESCRIPTION
J1 38x241 SPF No.1/2 @450mm
J1
J1
1
S3.1
HSS HANGER @ BEAM
LOCATIONS, TYP.
2
S3.1
EXISTING CONCRETE
COLUMN
6750
1581
3375
1794
3210
1369
3088
1390
5847
3093 3093
6187
L38x38x3.2 CROSS
BRACING, TYP.
L38x38x3.2
CROSS
BRACING,
TYP.
EXISTING BUILD OUT
TO BE REMOVED
B1
B1
B1
B1
B1
B1 B1B1
B
1
B1
B1
B1
B1
B1
B
1
B1
B1
B1
B1
B1
B1
B1
B1
B
1
B
1
B
1
B
1
B
1
5
S3.1
2016 1978 2016
6010
2130
2130
4260
B2 140x241 D.Fir.L No.1
B2
12096
3233
4310
8710
1
S3.2
S
C
3
S
C
3
S
C
3
S
C
2
S
C
2
S
C
2
S
C
3
S
C
3
S
C
3
S
C
3
S
C
3
S
C
2
S
C
2
S
C
3
S
C
3
S
C
1
S
C
1
S
C
2
S
C
2
S
C
2
S
C
2
S
C
2
S
C
2
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
HSS 76x76x6.4
STEEL BEAM
(TYP.)
63014901490149014901490630
1710
145
600
1710
145
B
1
B
1
2442 2404 2404 2404 2442
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
B
1
STEEL COLUMN SCHEDULE
TYPE DESCRIPTION BASE PLATE
SC1 HSS 76x76x6.4 "PL1" SEE DETAIL 5/S3.0
SC2 HSS 64x64x4.8 "PL1" SEE DETAIL 5/S3.0
SC3 HSS 64x64x4.8 "PL2" SEE DETAIL 5/S3.0
7
S3.1
L38x38x3.2
CROSS
BRACING, TYP.2
S3.2
B1
B1
B1
B1
B1
B1
DECORATIVE
WOOD FRAMING
DECORATIVE
WOOD FRAMING
CEILING PLAN
PRIME CONSULTANT
403 229 2037
550 - 110 ninth avenue sw
calgary alberta
T2P 0T1
TITLE
NO ISSUE DATE
1 ISSUE FOR COORDINATION 2015.06.01
2 ISSUED FOR 75% PRICING 2015.06.15
3 ISSUED FOR BUILDING PERMIT 2015.07.27
4 ISSUED FOR TENDER 2015.08.14
REVISED
NO REVISION DATE
SEAL
CLIENT
HUDSONS
9120 37 avenue
edmonton alberta T6E 5L4
PROJECT
HUDSONS: RED DEER
MUNICIPAL ADDRESS:
4900 50th street
red deer alberta
LEGAL ADDRESS:
LOT 41
BLOCK 17
PLAN 079 6266
NOTES
DO NOT SCALE DRAWINGS. REQUEST VERIFICATION OF DIMENSIONS AS
REQUIRED.
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH STRUCTURAL, MECHANICAL,
ELECTRICAL DRAWINGS AND ANY OTHER CONSULTANT'S DRAWINGS THAT MAY BE
APPLICABLE.
COPYRIGHT RESERVED. ALL PARTS OF THIS DRAWING ARE THE EXCLUSIVE
PROPERTY OF MCKINLEY BURKART ARCHITECTS INC. AND SHALL NOT BE USED OR
REPRODUCED WITHOUT THEIR PERMISSION.
THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL SO APPROVED.
KEY PLAN
DRAWING TITLE
August 13, 2015 5:05 PM J:\26300\26346 Hudson's Pub\04_Communications\40_Correspondence\2015.08.24\26346_S2.1 Ceiling Plan.dwg
48
TH
AV
EN
UE
49
TH
AV
EN
UE
51ST
STREET
52ND
STREET
GA
ET
Z
(5
0)
AV
EN
UE
LOT 41
BLOCK 17
PLAN 072 8266
C1:
COMMERCIAL
CITY
CENTRE
C1
PS:
PUBLIC
SERVICE
R3
C1
C1 C1
C1 C1
C1
C1C1
C1
49
TH
STREET
ROSS
(50TH)
STREET
53RD
STREET
47
TH
AV
EN
UE
DC:
DIRECT
CONTROL
R3:
RESIDENTIAL
MULTIPLE
FAMILY
C1 C1
C1 C1
C1 C1
C1
#1, 6325 - 12 St SE, Calgary, AB T2H 2K1
Calgary Office 403 254 0544
DRAWING INFORMATION
PROJECT NO 26346
STARTED
SCALE NTS
DRAWN CT
CHECKED TN/KL
REVISION SHEET
S2.1
B2
1
- 1:100
ROOF FRAMING PLAN
BEAM SCHEDULE
TYPE DESCRIPTION
B1 1000S350-33 @1800mm MAX.
B2
B3
B
8
CA D E F G H J K
9
7
6
5
45
00
45
00
45
00
45
00
18
00
0
3050 4500 4500 4500 4500 4500 4500 4500 4500
39050
B2
HSS 178x152x4.8
B3 1000T350-33
38x0.76 CORE
ROOF DECK
T
Y
P
.
B3
B2 B2 B2 B2 B2 B2
1
S3.0
2
S3.0
B1
EXISTING SECOND CONCRETE SLAB
4
S3.0
STEEL COLUMN SCHEDULE
TYPE DESCRIPTION BASE PLATE
SC1 HSS 76x76x6.4 "PL1" SEE DETAIL 5/S3.0
SC2 HSS 64x64x4.8 "PL1" SEE DETAIL 5/S3.0
SC3 HSS 64x64x4.8 "PL2" SEE DETAIL 5/S3.0
EXISTING CONC. BEAM, SEE
EXISTING STRUCTURAL DRAWINGS
3
S3.1
EXISTING COLUMN BUILD
OUT ABOVE TO BE
SUPPORTED W/ NEW ROOF
BEAM B1
3 SIDES
S3.0
6
7
S3.0
S3.3
1
POWDER COATED
STEEL CANOPY
T
Y
P
.
2
S3.3
3
S3.3
POWDER COATED
STEEL CANOPY
22
50
22
50
22
50
22
50
22
50
33
25
POWDER COATED
STEEL CANOPY
(TYP.)
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
S
C
1
CU-1
PENETRATION THOUGH
EXISTING SLAB FOR
SUCTION LINES
10 TON CONDENSING
UNIT MOUNTED
EF-1
750x600 OPENING FOR
DUCT OF KITCHEN
EXHAUST FAN
PRIME CONSULTANT
403 229 2037
550 - 110 ninth avenue sw
calgary alberta
T2P 0T1
TITLE
NO ISSUE DATE
1 ISSUE FOR COORDINATION 2015.06.01
2 ISSUED FOR 75% PRICING 2015.06.15
3 ISSUED FOR BUILDING PERMIT 2015.07.27
4 ISSUED FOR TENDER 2015.08.14
REVISED
NO REVISION DATE
SEAL
CLIENT
HUDSONS
9120 37 avenue
edmonton alberta T6E 5L4
PROJECT
HUDSONS: RED DEER
MUNICIPAL ADDRESS:
4900 50th street
red deer alberta
LEGAL ADDRESS:
LOT 41
BLOCK 17
PLAN 079 6266
NOTES
DO NOT SCALE DRAWINGS. REQUEST VERIFICATION OF DIMENSIONS AS
REQUIRED.
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH STRUCTURAL, MECHANICAL,
ELECTRICAL DRAWINGS AND ANY OTHER CONSULTANT'S DRAWINGS THAT MAY BE
APPLICABLE.
COPYRIGHT RESERVED. ALL PARTS OF THIS DRAWING ARE THE EXCLUSIVE
PROPERTY OF MCKINLEY BURKART ARCHITECTS INC. AND SHALL NOT BE USED OR
REPRODUCED WITHOUT THEIR PERMISSION.
THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL SO APPROVED.
KEY PLAN
DRAWING TITLE
August 13, 2015 5:06 PM J:\26300\26346 Hudson's Pub\04_Communications\40_Correspondence\2015.08.24\26346_S2.2 Roof Framing Plan.dwg
48
TH
AV
EN
UE
49
TH
AV
EN
UE
51ST
STREET
52ND
STREET
GA
ET
Z
(5
0)
AV
EN
UE
LOT 41
BLOCK 17
PLAN 072 8266
C1:
COMMERCIAL
CITY
CENTRE
C1
PS:
PUBLIC
SERVICE
R3
C1
C1 C1
C1 C1
C1
C1C1
C1
49
TH
STREET
ROSS
(50TH)
STREET
53RD
STREET
47
TH
AV
EN
UE
DC:
DIRECT
CONTROL
R3:
RESIDENTIAL
MULTIPLE
FAMILY
C1 C1
C1 C1
C1 C1
C1
#1, 6325 - 12 St SE, Calgary, AB T2H 2K1
Calgary Office 403 254 0544
DRAWING INFORMATION
PROJECT NO 26346
STARTED
SCALE NTS
DRAWN CT
CHECKED TN/KL
REVISION SHEET
ROOF FRAMING PLAN
S2.2
STEEL PLATE SEE DETAIL
5/S3.0, C/W 4-9.5mm DIA. HILTI
HIT-Z RODS WITH HILTI
HIT-HY 200 SAFE SET SYSTEM
STEEL COL. SEE PLAN
25 T
HIK
. G
RO
UT
25 TYP.
200
200
25
150
25 T
YP
.
EXISTING CONC. SLAB
3
S3.0 1:10
SECTION
PLATE "PL1"
1
S3.0 1:10
SECTION
STEEL COL. SEE PLAN
EXISTING CONC. SLAB
4
S3.0 1:10
SECTION
STEEL PLATE, SEE DETAIL 5/S3.0
C/W 4-9.5mm DIA. HILTI HIT-Z RODS
WITH HILTI HIT-HY 200 SAFE SET
SYSTEM
2
S3.0 1:10
SECTION
150
C.L OF COLUMN
12.5mm THK. STAINLESS STEEL
PLATE, W/ HILTI HY200 ADHESIVE
MIN 150mm EMBEDMENT IN
CONCRETE COLUMN
EXISTING PRECAST CONC.
COLUMN CLADDING
SEALANT
PRECAST PANEL RETURN
ALL AROUND OPENING
1515
2-9.5mm THK. STAINLESS
STEEL PLATE WELDED TO
STEEL BEAM
STEEL BEAM SEE PLAN
EXISTING CONC. COLUMN
EXISTING PRECAST CONC.
COLUMN CLADDING
STEEL BEAM HSS SEE PLAN
2-12.5mm Ø THRU BOLT
STAINLESS
15
15
SEALANT
2-6.5mm THK. STAINLESS
STEEL PLATE WELDED
TO HSS BEAM
2-12.5mm Ø THRU BOLT
STAINLESS
12.5mm THK. STAINLESS STEEL
PLATE, W/ HILTI HY200 ADHESIVE
MIN 150mm EMBEDMENT IN
CONCRETE COLUMN
C.L O
F
BE
AM
25TYP.
6mm
C.L OF BEAM
330
178
150
180
50
6
S3.0 1:10
STEEL BEAM TO EXISTING CONCRETE COLUMN
EXISTING CONC. COLUMN
7
S3.0 1:10
SECTION 5
S3.0 1:10
STEEL PLATE DETAILS
2-12-14x25 TEK SELF
DRILLING FASTENERS
OR EQUIVALENT @ JOIST
9
EXISTING CONC. BEAM, SEE
EXISTING STRUCTURAL
DRAWINGS
2-12-14x25 TEK SELF
DRILLING FASTENERS
OR EQUIVALENT @ JOIST
1000T350-33 CHANNEL
CLOSURE ALONG END
OF CFC ROOF FRAMING
2-9.5mm DIA. @400mm HILTI
HIT-Z RODS WITH HILTI
HIT-HY 200 SAFE SET SYSTEM
EXISTING GLAZING TO REMAIN
NEW/MODIFIED GLAZING
BY SUPPLIER
NEW STEEL STUD 600S200-54
@400 O/C C/W 600T200-54 TOP
AND BOT. TRACK
REMOVE EXISTING GLAZING
525
HEAVY GAUGE STEEL PLATE
BRACKET FASTENED TO STEEL
STUD @ EVERY VERTICAL FRAME
ROOF DECK SEE PLAN
COLD-FORMED STEEL JOIST
SEE PLAN
ANGLE GAUGE
ROOF DECK SEE PLAN
1000T350-33 CHANNEL CLOSURE
ALONG END OF CFC ROOF FRAMING
ANGLE GAUGE
2-9.5mm DIA. @400mm HILTI
HIT-Z RODS WITH HILTI
HIT-HY 200 SAFE SET SYSTEM
2-12-14x25 TEK SELF
DRILLING FASTENERS
OR EQUIVALENT @ JOIST
EXISTING CONC. BEAM, SEE
EXISTING STRUCTURAL
DRAWINGS
1000T350-33 CHANNEL
CLOSURE ALONG END
OF CFC ROOF FRAMING
NEW/MODIFIED GLAZING
BY SUPPLIER
COLD FORMED JOIST
SEE PLAN
STEEL BEAM SEE PLAN
2-HILTI X-U UNIVERSAL
KNURLED SHANK @ BEAM
2-12-14x25 TEK SELF DRILLING
FASTENERS OR EQUIVALENT @ JOIST
NEW STEEL STUD 600S200-54 @400 O/C
C/W 600T200-54 TOP AND BOT. TRACK
HEAVY GAUGE STEEL PLATE BRACKET
FASTENED TO CURTAIN WALL FRAME
AND TO STEEL STUD @ EVERY
VERTICAL FRAME
ROOF FINISH. SEE ARCH.
ROOF FINISH. SEE ARCH.
REMOVE EXISTING GLAZING
13mm THK. KNIFE PLATE @600mm
WELDED TO HSS BEAM
TYP.
6
6
TYP.
6
6
600mmx300mm
POWDER COATED
STEEL CANOPY600mmx300mm
POWDER COATED
STEEL CANOPY
2-HILTI X-U UNIVERSAL
KNURLED SHANK @ BEAM
STEEL BEAM SEE PLAN
13mm THK. KNIFE PLATE
@600mm WELDED TO
HSS BEAM
25 TYP.
150
200
25
100
25 T
YP
.
PLATE "PL2"
PRIME CONSULTANT
403 229 2037
550 - 110 ninth avenue sw
calgary alberta
T2P 0T1
TITLE
NO ISSUE DATE
1 ISSUE FOR COORDINATION 2015.06.01
2 ISSUED FOR 75% PRICING 2015.06.15
3 ISSUED FOR BUILDING PERMIT 2015.07.27
4 ISSUED FOR TENDER 2015.08.14
REVISED
NO REVISION DATE
SEAL
CLIENT
HUDSONS
9120 37 avenue
edmonton alberta T6E 5L4
PROJECT
HUDSONS: RED DEER
MUNICIPAL ADDRESS:
4900 50th street
red deer alberta
LEGAL ADDRESS:
LOT 41
BLOCK 17
PLAN 079 6266
NOTES
DO NOT SCALE DRAWINGS. REQUEST VERIFICATION OF DIMENSIONS AS
REQUIRED.
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH STRUCTURAL, MECHANICAL,
ELECTRICAL DRAWINGS AND ANY OTHER CONSULTANT'S DRAWINGS THAT MAY BE
APPLICABLE.
COPYRIGHT RESERVED. ALL PARTS OF THIS DRAWING ARE THE EXCLUSIVE
PROPERTY OF MCKINLEY BURKART ARCHITECTS INC. AND SHALL NOT BE USED OR
REPRODUCED WITHOUT THEIR PERMISSION.
THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL SO APPROVED.
KEY PLAN
DRAWING TITLE
August 13, 2015 5:08 PM J:\26300\26346 Hudson's Pub\04_Communications\40_Correspondence\2015.08.24\26346_S3.0 Sections And Details.dwg
48
TH
AV
EN
UE
49
TH
AV
EN
UE
51ST
STREET
52ND
STREET
GA
ET
Z
(5
0)
AV
EN
UE
LOT 41
BLOCK 17
PLAN 072 8266
C1:
COMMERCIAL
CITY
CENTRE
C1
PS:
PUBLIC
SERVICE
R3
C1
C1 C1
C1 C1
C1
C1C1
C1
49
TH
STREET
ROSS
(50TH)
STREET
53RD
STREET
47
TH
AV
EN
UE
DC:
DIRECT
CONTROL
R3:
RESIDENTIAL
MULTIPLE
FAMILY
C1 C1
C1 C1
C1 C1
C1
#1, 6325 - 12 St SE, Calgary, AB T2H 2K1
Calgary Office 403 254 0544
DRAWING INFORMATION
PROJECT NO 26346
STARTED
SCALE NTS
DRAWN CT
CHECKED TN/KL
REVISION SHEET
SECTIONS AND DETAILS
S3.0
1
S3.1 1:10
SECTION
SE
E A
RC
H.
KNIFE PLATE SEE 6/S3.1
BEAM SEE PLAN
JOIST SEE PLAN
TYP.
6mm
STEEL PLATE, SEE DETAIL
5/S3.0, C/W 4-9.5mm DIA. HILTI
HIT-Z RODS WITH HILTI HIT-HY
200 SAFE SET SYSTEM
STEEL COLUMN
SEE PLAN
EXISTING CONC. SLAB
TYP.
6mm
STEEL ANGLE
SEE PLAN
STEEL ANGLE SEE PLAN
2
S3.1 1:10
SECTION
SE
E A
RC
H.
KNIFE PLATE SEE 6/S3.1
BEAM SEE PLAN
JOIST SEE PLAN
TYP.
6mm
STEEL PLATE, SEE DETAIL
5/S3.0, C/W 4-9.5mm DIA. HILTI
HIT-Z RODS WITH HILTI HIT-HY
200 SAFE SET SYSTEM
EXISTING CONC. SLAB
6mm
STEEL ANGLE SEE PLAN
STEEL COLUMN
SEE PLAN
TYP.
3
S3.1 1:10
SECTION
EXISTING CONC. BEAM
NEW/MODIFIED
GLAZING BY
SUPPLIER
4
S3.1 1:10
SECTION
NEW STEEL STUD 600S200-54
@400mm O/C C/W 600T200-54
TOP AND BOT. TRACK
REMOVE EXISTING CURB
REMOVE EXISTING GLAZING
EXISTING CONC. SLAB
EXISTING CONC. WALL
EXISTING CONC. SIDE WALK TO
REMAIN
170mm THK. NEW CONC. CURB
10M @600mm DOWELS W/ HILTI HY200
ADHESIVE MIN 150mm EMBEDMENT IN
CONCRETE COLUMN
2-10M ON TOP
DRILL 100mm Ø MAX. HOLE FOR
DRAIN DUCT GOES THROUGH
NEW/MODIFIED GLAZING BY
SUPPLIER
T/O MAIN FLOOR
SEE ARCH.
200
9
5
S3.1 1:10
SECTION
SE
E A
RC
H.
DECORATIVE WOOD
FRAMING BY
CONTRACTOR
EXISTING CONC. SLAB
2800 2800
6
S3.1 1:5
KNIFE PLATE DETAIL
TYP.
6mm
50
50
100
175
50 75 50
9.5mm STEEL PLATE
2-3/8" THRU BOLT
STEEL COLUMN
EXISTING CONC. SLAB
BEAM SEE PLAN
STEEL COLUMN SEE PLAN
STEEL PLATE, SEE DETAIL
5/S3.0, C/W 4-9.5mm DIA. HILTI
HIT-Z RODS WITH HILTI HIT-HY
200 SAFE SET SYSTEM
9.5mm KNIFE PLATE
C/W 2-3/8" THRU BOLTS
TYP.
6mm
TYP.
6mm
7
S3.1 1:10
SECTION @ WALL EDGE
JOIST SEE PLAN
JOIST HANGER
ADJACENT WALL
BUILT-UP CEILING BY
CONTRACTOR
EXISTING CONC. BEAM
STEEL ANGLE
SEE PLAN
ATTACH DECORATIVE WOOD
FRAMING W/ 1/4" WOOD SCREWS
@ 24" O.C.
MIN. 1 1/4" EMBEDMENT
CONTRACTOR TO COORDINATE
LOCATION
PRIME CONSULTANT
403 229 2037
550 - 110 ninth avenue sw
calgary alberta
T2P 0T1
TITLE
NO ISSUE DATE
1 ISSUE FOR COORDINATION 2015.06.01
2 ISSUED FOR 75% PRICING 2015.06.15
3 ISSUED FOR BUILDING PERMIT 2015.07.27
4 ISSUED FOR TENDER 2015.08.14
REVISED
NO REVISION DATE
SEAL
CLIENT
HUDSONS
9120 37 avenue
edmonton alberta T6E 5L4
PROJECT
HUDSONS: RED DEER
MUNICIPAL ADDRESS:
4900 50th street
red deer alberta
LEGAL ADDRESS:
LOT 41
BLOCK 17
PLAN 079 6266
NOTES
DO NOT SCALE DRAWINGS. REQUEST VERIFICATION OF DIMENSIONS AS
REQUIRED.
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH STRUCTURAL, MECHANICAL,
ELECTRICAL DRAWINGS AND ANY OTHER CONSULTANT'S DRAWINGS THAT MAY BE
APPLICABLE.
COPYRIGHT RESERVED. ALL PARTS OF THIS DRAWING ARE THE EXCLUSIVE
PROPERTY OF MCKINLEY BURKART ARCHITECTS INC. AND SHALL NOT BE USED OR
REPRODUCED WITHOUT THEIR PERMISSION.
THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL SO APPROVED.
KEY PLAN
DRAWING TITLE
August 13, 2015 5:08 PM J:\26300\26346 Hudson's Pub\04_Communications\40_Correspondence\2015.08.24\26346_S3.0 Sections And Details.dwg
48
TH
AV
EN
UE
49
TH
AV
EN
UE
51ST
STREET
52ND
STREET
GA
ET
Z
(5
0)
AV
EN
UE
LOT 41
BLOCK 17
PLAN 072 8266
C1:
COMMERCIAL
CITY
CENTRE
C1
PS:
PUBLIC
SERVICE
R3
C1
C1 C1
C1 C1
C1
C1C1
C1
49
TH
STREET
ROSS
(50TH)
STREET
53RD
STREET
47
TH
AV
EN
UE
DC:
DIRECT
CONTROL
R3:
RESIDENTIAL
MULTIPLE
FAMILY
C1 C1
C1 C1
C1 C1
C1
#1, 6325 - 12 St SE, Calgary, AB T2H 2K1
Calgary Office 403 254 0544
DRAWING INFORMATION
PROJECT NO 26346
STARTED
SCALE NTS
DRAWN CT
CHECKED TN/KL
REVISION SHEET
SECTIONS AND DETAILS
S3.1
EXISTING CONC. SLAB
TIMBER BEAM SEE PLAN
STEEL COLUMN SEE PLAN
STEEL PLATE, SEE DETAIL
5/S3.0, C/W 4-9.5mm DIA. HILTI
HIT-Z RODS WITH HILTI HIT-HY
200 SAFE SET SYSTEM
9.5mm KNIFE PLATE
C/W 2-3/8" THRU BOLTS
SLIDING DOOR
TYP.
6mm
TYP.
6mm
4
S3.2 1:10
SECTION5
S3.2 1:10
DETAIL
50
100
91
5050
TIMBER BEAM SEE PLAN
STEEL COLUMN SEE PLAN
9.5mm STEEL PLATE
TYP.
6mm
6.4mm KNIFE PLATE
C/W 2-3/8" THRU BOLTS
ELEVATION VIEW
PLAN VIEW
TYP.
6mm
TIMBER BEAM SEE PLAN
6.4mm KNIFE PLATE
C/W 2-3/8" THRU BOLTS
9.5mm STEEL PLATE
STEEL COLUMN SEE PLAN
TODAY, YOUR BARTENDERS IS:
25 T
HIK
. G
RO
UT
SE
E A
RC
H.
EXISTING CONC. SLAB
STEEL COLUMN
SEE PLAN
CONNECTION SEE 3/S3.0
TIMBER BEAM SEE PLAN
CONNECTION SEE 4/S3.0
STEEL COLUMN
SEE PLAN
SLIDING DOOR
50
100
91
5050
100
3
S3.2 1:20
DOOR FRAMING @ PACK ROOM
4
S3.2
EXISTING CONC. SLAB
5
S3.2
EXISTING CONC. SLAB
SE
E A
RC
H.
EXISTING CONC. SLAB
STEEL COLUMN
SEE PLAN
STEEL PLATE, SEE DETAIL
5/S3.0, C/W 4-12.5mm DIA. HILTI
HIT-Z RODS WITH HILTI HIT-HY
200 SAFE SET SYSTEM
6mm
TYP.
STEEL PLATE, SEE DETAIL
5/S3.0, C/W 4-12.5mm DIA. HILTI
HIT-Z RODS WITH HILTI HIT-HY
200 SAFE SET SYSTEM
6mm
TYP.
STEEL COLUMN
SEE PLAN
COUNTER TABLE
STEEL BEAM
SEE PLAN
STEEL BEAM
SEE PLAN
TYP.
6mm
EXISTING CONC. SLAB
EXISTING CONC. SLAB
STEEL COLUMN
SEE PLAN
STEEL PLATE, SEE DETAIL
5/S3.0, C/W 4-12.5mm DIA. HILTI
HIT-Z RODS WITH HILTI HIT-HY
200 SAFE SET SYSTEM
6mm
TYP.
STEEL BEAM
SEE PLAN
STEEL BEAM
SEE PLAN
TYP.
6mm
STEEL COLUMN
SEE PLAN
STEEL PLATE, SEE DETAIL
5/S3.0, C/W 4-12.5mm DIA. HILTI
HIT-Z RODS WITH HILTI HIT-HY
200 SAFE SET SYSTEM
6mm
TYP.
1
S3.2 1:20
SECTION2
S3.2 1:20
SECTION
3240 3240
1733 1177 1630 1177 1733 4701775 1775
KNIFE STEEL
PLATE SEE 6/S3.1
51x51x4.8 HSS
BEAM (TYP.)
6mm
51x51x4.8 HSS
BEAM (TYP.)
6mm
BRACING SEE PLAN
BRACING SEE PLAN
COUNTER TABLE
38x38x4.8 STEEL ANGLE (TYP.)
C/W SDS25600 SCREW
FASTENERS @24" INTO TOP
OF COUNTER TABLE
38x38x4.8 STEEL ANGLE (TYP.)
C/W SDS25600 SCREW
FASTENERS @24" INTO TOP
OF COUNTER TABLE
6mm
TYP.
TYP.
6mm
TYP.
TYP.
PRIME CONSULTANT
403 229 2037
550 - 110 ninth avenue sw
calgary alberta
T2P 0T1
TITLE
NO ISSUE DATE
1 ISSUE FOR COORDINATION 2015.06.01
2 ISSUED FOR 75% PRICING 2015.06.15
3 ISSUED FOR BUILDING PERMIT 2015.07.27
4 ISSUED FOR TENDER 2015.08.14
REVISED
NO REVISION DATE
SEAL
CLIENT
HUDSONS
9120 37 avenue
edmonton alberta T6E 5L4
PROJECT
HUDSONS: RED DEER
MUNICIPAL ADDRESS:
4900 50th street
red deer alberta
LEGAL ADDRESS:
LOT 41
BLOCK 17
PLAN 079 6266
NOTES
DO NOT SCALE DRAWINGS. REQUEST VERIFICATION OF DIMENSIONS AS
REQUIRED.
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH STRUCTURAL, MECHANICAL,
ELECTRICAL DRAWINGS AND ANY OTHER CONSULTANT'S DRAWINGS THAT MAY BE
APPLICABLE.
COPYRIGHT RESERVED. ALL PARTS OF THIS DRAWING ARE THE EXCLUSIVE
PROPERTY OF MCKINLEY BURKART ARCHITECTS INC. AND SHALL NOT BE USED OR
REPRODUCED WITHOUT THEIR PERMISSION.
THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL SO APPROVED.
KEY PLAN
DRAWING TITLE
August 13, 2015 5:08 PM J:\26300\26346 Hudson's Pub\04_Communications\40_Correspondence\2015.08.24\26346_S3.0 Sections And Details.dwg
48
TH
AV
EN
UE
49
TH
AV
EN
UE
51ST
STREET
52ND
STREET
GA
ET
Z
(5
0)
AV
EN
UE
LOT 41
BLOCK 17
PLAN 072 8266
C1:
COMMERCIAL
CITY
CENTRE
C1
PS:
PUBLIC
SERVICE
R3
C1
C1 C1
C1 C1
C1
C1C1
C1
49
TH
STREET
ROSS
(50TH)
STREET
53RD
STREET
47
TH
AV
EN
UE
DC:
DIRECT
CONTROL
R3:
RESIDENTIAL
MULTIPLE
FAMILY
C1 C1
C1 C1
C1 C1
C1
#1, 6325 - 12 St SE, Calgary, AB T2H 2K1
Calgary Office 403 254 0544
DRAWING INFORMATION
PROJECT NO 26346
STARTED
SCALE NTS
DRAWN CT
CHECKED TN/KL
REVISION SHEET
SECTIONS AND DETAILS
S3.2
EXISTING CONC. COLUMN
EXISTING PRECAST CONC.
COLUMN CLADDING
600mmx300mm POWDER
COATED STEEL CANOPY
SEALANT
15.9mm THK. STAINLESS STEEL
PLATE, W/ HILTI HY200 ADHESIVE
MIN 200mm EMBEDMENT IN
CONCRETE COLUMN
200
400
15
15
25
200
C.L OF COLUMN
15
15
600mmx150mm POWDER
COATED STEEL CANOPY
EXISTING PRECAST CONC.
COLUMN CLADDING
SEALANT
PRECAST PANEL RETURN
ALL AROUND OPENING
EXISTING CONC. COLUMN
600mmx300mm POWDER
COATED STEEL CANOPY
600mmx150mm POWDER
COATED STEEL CANOPY
15.9mm THK. STAINLESS STEEL
PLATE, W/ HILTI HY200 ADHESIVE
MIN 200mm EMBEDMENT IN
CONCRETE COLUMN
1
S3.3 1:10
SECTION2
S3.3 1:10
SECTION
EXISTING CONC. COLUMN
BEYOND
EXISTING PRECAST CONC.
COLUMN CLADDING BEYOND
600mmx300mm
POWDER COATED
STEEL STEEL PLATE
3
S3.3 1:10
SECTION
600
600mmx150mm
POWDER COATED
STEEL STEEL PLATE
TYP.
6mm
TYP.
6mm
TYP.
6mm
300
300
600
25
25
25
4
S3.3 1:10
POWDER COATED STEEL
150
600
25
25
25
600mmx300mm
POWDER COATED STEEL
600mmx150mm
POWDER COATED STEEL
STEEL PLATE STEEL PLATE
TYP.
6mm
TYP.
6mm
TYP.
6mm
TYP.
6mm
PRIME CONSULTANT
403 229 2037
550 - 110 ninth avenue sw
calgary alberta
T2P 0T1
TITLE
NO ISSUE DATE
1 ISSUE FOR COORDINATION 2015.06.01
2 ISSUED FOR 75% PRICING 2015.06.15
3 ISSUED FOR BUILDING PERMIT 2015.07.27
4 ISSUED FOR TENDER 2015.08.14
REVISED
NO REVISION DATE
SEAL
CLIENT
HUDSONS
9120 37 avenue
edmonton alberta T6E 5L4
PROJECT
HUDSONS: RED DEER
MUNICIPAL ADDRESS:
4900 50th street
red deer alberta
LEGAL ADDRESS:
LOT 41
BLOCK 17
PLAN 079 6266
NOTES
DO NOT SCALE DRAWINGS. REQUEST VERIFICATION OF DIMENSIONS AS
REQUIRED.
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH STRUCTURAL, MECHANICAL,
ELECTRICAL DRAWINGS AND ANY OTHER CONSULTANT'S DRAWINGS THAT MAY BE
APPLICABLE.
COPYRIGHT RESERVED. ALL PARTS OF THIS DRAWING ARE THE EXCLUSIVE
PROPERTY OF MCKINLEY BURKART ARCHITECTS INC. AND SHALL NOT BE USED OR
REPRODUCED WITHOUT THEIR PERMISSION.
THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL SO APPROVED.
KEY PLAN
DRAWING TITLE
August 13, 2015 5:08 PM J:\26300\26346 Hudson's Pub\04_Communications\40_Correspondence\2015.08.24\26346_S3.0 Sections And Details.dwg
48
TH
AV
EN
UE
49
TH
AV
EN
UE
51ST
STREET
52ND
STREET
GA
ET
Z
(5
0)
AV
EN
UE
LOT 41
BLOCK 17
PLAN 072 8266
C1:
COMMERCIAL
CITY
CENTRE
C1
PS:
PUBLIC
SERVICE
R3
C1
C1 C1
C1 C1
C1
C1C1
C1
49
TH
STREET
ROSS
(50TH)
STREET
53RD
STREET
47
TH
AV
EN
UE
DC:
DIRECT
CONTROL
R3:
RESIDENTIAL
MULTIPLE
FAMILY
C1 C1
C1 C1
C1 C1
C1
#1, 6325 - 12 St SE, Calgary, AB T2H 2K1
Calgary Office 403 254 0544
DRAWING INFORMATION
PROJECT NO 26346
STARTED
SCALE NTS
DRAWN CT
CHECKED TN/KL
REVISION SHEET
SECTIONS AND DETAILS
S3.3