26346 Hudson's Pub New_Diff(1)

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


S3.2


S3.3


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

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52ND

STREET

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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



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


calgary alberta

T2P 0T1

TITLE

NO ISSUE DATE





REVISED

NO REVISION DATE

SEAL

CLIENT

HUDSONS

9120 37 avenue


PROJECT

HUDSONS: RED DEER

MUNICIPAL ADDRESS:

4900 50th street

red deer alberta

LEGAL ADDRESS:

LOT 41

BLOCK 17

PLAN 079 6266

NOTES


REQUIRED.



APPLICABLE.





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STREET

52ND

STREET

GA

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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



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






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


calgary alberta

T2P 0T1

TITLE

NO ISSUE DATE





REVISED

NO REVISION DATE

SEAL

CLIENT

HUDSONS

9120 37 avenue


PROJECT

HUDSONS: RED DEER

MUNICIPAL ADDRESS:

4900 50th street

red deer alberta

LEGAL ADDRESS:

LOT 41

BLOCK 17

PLAN 079 6266

NOTES


REQUIRED.



APPLICABLE.





KEY PLAN

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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



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






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


calgary alberta

T2P 0T1

TITLE

NO ISSUE DATE





REVISED

NO REVISION DATE

SEAL

CLIENT

HUDSONS

9120 37 avenue


PROJECT

HUDSONS: RED DEER

MUNICIPAL ADDRESS:

4900 50th street

red deer alberta

LEGAL ADDRESS:

LOT 41

BLOCK 17

PLAN 079 6266

NOTES


REQUIRED.



APPLICABLE.





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



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


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




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


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 STRUCTURAL

DRAWINGS

2-12-14x25 TEK SELF

DRILLING FASTENERS


1000T350-33 CHANNEL

CLOSURE ALONG END

OF CFC ROOF FRAMING

2-9.5mm DIA. @400mm HILTI



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



2-12-14x25 TEK SELF

DRILLING FASTENERS



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.


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


calgary alberta

T2P 0T1

TITLE

NO ISSUE DATE





REVISED

NO REVISION DATE

SEAL

CLIENT

HUDSONS

9120 37 avenue


PROJECT

HUDSONS: RED DEER

MUNICIPAL ADDRESS:

4900 50th street

red deer alberta

LEGAL ADDRESS:

LOT 41

BLOCK 17

PLAN 079 6266

NOTES


REQUIRED.



APPLICABLE.





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



DRAWING INFORMATION

PROJECT NO 26346

STARTED

SCALE NTS

DRAWN CT

CHECKED TN/KL

REVISION SHEET


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


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




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


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




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


calgary alberta

T2P 0T1

TITLE

NO ISSUE DATE





REVISED

NO REVISION DATE

SEAL

CLIENT

HUDSONS

9120 37 avenue


PROJECT

HUDSONS: RED DEER

MUNICIPAL ADDRESS:

4900 50th street

red deer alberta

LEGAL ADDRESS:

LOT 41

BLOCK 17

PLAN 079 6266

NOTES


REQUIRED.



APPLICABLE.





KEY PLAN

DRAWING TITLE


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



DRAWING INFORMATION

PROJECT NO 26346

STARTED

SCALE NTS

DRAWN CT

CHECKED TN/KL

REVISION SHEET


S3.1

EXISTING CONC. SLAB

TIMBER BEAM SEE PLAN





200 SAFE SET SYSTEM

9.5mm KNIFE PLATE


SLIDING DOOR

TYP.

6mm

TYP.

6mm

4

S3.2 1:10

SECTION5

S3.2 1:10

DETAIL

50

100

91

5050



9.5mm STEEL PLATE

TYP.

6mm

6.4mm KNIFE PLATE


ELEVATION VIEW

PLAN VIEW

TYP.

6mm


6.4mm KNIFE PLATE


9.5mm STEEL PLATE


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


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




200 SAFE SET SYSTEM

6mm

TYP.




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




200 SAFE SET SYSTEM

6mm

TYP.

STEEL BEAM

SEE PLAN

STEEL BEAM

SEE PLAN

TYP.

6mm

STEEL COLUMN

SEE PLAN




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


calgary alberta

T2P 0T1

TITLE

NO ISSUE DATE





REVISED

NO REVISION DATE

SEAL

CLIENT

HUDSONS

9120 37 avenue


PROJECT

HUDSONS: RED DEER

MUNICIPAL ADDRESS:

4900 50th street

red deer alberta

LEGAL ADDRESS:

LOT 41

BLOCK 17

PLAN 079 6266

NOTES


REQUIRED.



APPLICABLE.





KEY PLAN

DRAWING TITLE


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



DRAWING INFORMATION

PROJECT NO 26346

STARTED

SCALE NTS

DRAWN CT

CHECKED TN/KL

REVISION SHEET


S3.2



COLUMN CLADDING

600mmx300mm POWDER

COATED STEEL CANOPY

SEALANT




CONCRETE COLUMN

200

400

15

15

25

200

C.L OF COLUMN

15

15

600mmx150mm POWDER

COATED STEEL CANOPY


COLUMN CLADDING

SEALANT

PRECAST PANEL RETURN

ALL AROUND OPENING


600mmx300mm POWDER

COATED STEEL CANOPY

600mmx150mm POWDER

COATED STEEL CANOPY




CONCRETE COLUMN

1

S3.3 1:10

SECTION2

S3.3 1:10

SECTION


BEYOND


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


calgary alberta

T2P 0T1

TITLE

NO ISSUE DATE





REVISED

NO REVISION DATE

SEAL

CLIENT

HUDSONS

9120 37 avenue


PROJECT

HUDSONS: RED DEER

MUNICIPAL ADDRESS:

4900 50th street

red deer alberta

LEGAL ADDRESS:

LOT 41

BLOCK 17

PLAN 079 6266

NOTES


REQUIRED.



APPLICABLE.





KEY PLAN

DRAWING TITLE


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



DRAWING INFORMATION

PROJECT NO 26346

STARTED

SCALE NTS

DRAWN CT

CHECKED TN/KL

REVISION SHEET


S3.3

26346 Hudson's Pub New_Diff(1)

Documents

Transcript of 26346 Hudson's Pub New_Diff(1)