50-S450.pdf

A

A

1' - 0" LAP28" DIA

NORMALWEIGHT

CONCRETE

ENCASEMENT

f'c = 4,000 PSI

STEEL COLUMN

SEE PLAN

12#8 VERT

1" C

LR

#4 TIES @ 18" OC

50-S450

NOTES:

1. EXTEND CONCRETE ENCASEMENT UP TO ELEVATION 71'-0"

W COL

SEE PLAN

CANTILEVER W BEAM

SEE PLAN

W BEAM, SEE PLAN

W BEAM

SEE PLAN

W BEAM

SEE PLAN

3/4" FULL DEPTH STIFFENER

ES

1/2

5/16

3 SIDES,

TYP

1 OF (8) 1" DIA BOLTS

WITH 5 1/2" GAGE

TYP

23"X10.5"X1" GR 50

COLUMN CAP PLATE

TYP

2"

TYP

2"

NOTES:

ALL CANOPY STEEL TO BE GALVANIZED

STEEL COLUMN

SEE PLAN

CAISSON CAP

REINF NOT SHOWN

SEE PLANS AND

DETAILS

ANCHOR

BOLTS

COLUMN WRAP

SEE ARCH

T/GRADE

SEE CIVIL

T/CAP

PAVING

SEE CIVIL

1/2

30"x24"x2"

GR 50

BASE PLATE

50-S450

ADDTL

U BARS

CONCRETE CURB, TYP

NOTES:

ALL CANOPY STEEL TO BE GALVANIZED

#3xCONTINOUS TOP AND MID

HEIGHT, TYP

#3 @ 12" OC W/ 16" EMBEDMENT, TYP

1'

SOG

T/SOG

CONC ENCASEMENT

ENCASED

STEEL COL

CAISSON

DOWELS MATCH

CONC ENCASEMENT

VERT REINF

SEE NOTE

CAISSON CAP

REINF NOT SHOWN

50-S450

1'

1'

NOTES:

1. AT CONTRACTOR'S OPTION, DOWELS MAY BE POST-INSTALLED AFTER STEEL

COLUMN INSTALLATION, DRILL AND EPOXY WITH HILTI HIT HY-200 ADHESIVE.

COL BELOW

5/16

STEEL COL

EOS

SEE PLAN

3/8" FULL DEPTH

STIFFENER BEYOND AT

BEAM SHEAR CONNECTION

STEEL BEAM

10"X9"X1/2" CAP PL WITH (2)3/4" DIA ERECTION BOLTS

STD HOLES IN BEAM AND PL

T/SLAB

1/4

1/43 SIDES

TYP

3/8" STIFFENERS

NS&FS

ALIGN WITH COL WALLS

STEEL BEAM

ABOVE

1"

TYP

1 1/2"

TYP

1 1/2"

5/16

5/16

A

PLAN DETAIL

T/SLAB

VIF

SEE NOTE

VIF

1' - 2"

MATCH

EXISTING

SEE PLAN

STEEL BEAM

SEE PLAN

SOMD

SEE PLAN

T/SLAB

VIF

EXISTING

CONCRETE

EDGE BEAM

VIF

(EXISTING WALL

@ SIM)

NOTES:

1. PROVIDE EXPANSION JOINT AT LEVEL 2 TO ACCOMMODATE 2" OF RELATIVE MOVEMENT BETWEEN BUILDINGS.

JOINT MUST HAVE ABILITY TO GROW 2" GREATER THAN NOMINAL WIDTH OR SHRINK TO 2" LESS THAN NOMINAL WIDTH.

2. SEE ARCH FOR ADDITIONAL INFORMATION REGARDING EXPANSION JOINT.

T/SLAB

SEE PLAN

5/16

5/16

STEEL COL

SEE PLAN

STEEL BEAM

SEE PLAN

DOUBLE ANGLE

SHEAR CONNECTION

SEE PLAN AND TYP DETAILS SIM

SOMD

SEE PLAN

1/2" PL

NS & FS

ALIGN WITH

6X4 PL

S E

E P

LA

N

S E

E P

LA

N

5 ROWS @ 3"

3/4"

2 1/4"

T&B FLANGE PL1"

NOTES:

1. FOR ADDITIONAL INFORMATION SEE

2. AT SIM, SKEWED FLANGE PLATE ONE SIDE ONLY. STD FLANGE

PLATE OPPOSITE SIDE PER 5/50-S420. SEE PLAN FOR GEOMETRY.

5/50-S420

TY

P

1"

STIFFENER PLATES

MATCH FLANGE PLATE

THICKNESS (THICKEST PLATE

WHERE MOMENT CONNECTION

EXISTS EACH SIDE OF COLUMN)

1/2

1/23 SIDES,

TYP

1/2

1/2

TYP

1/2

1/23 SIDES,

TYP

8" M

AX

SHEAR CONNECTION PER 9/50-S430

W/6 ROWS OF 1" A490N BOLTS AND

PL1/2. SKEWED SINGLE PLATE WELD

PER 2/50-S430.

MOMENT CONNECTION AT

ADJACENT BEAM WHERE

OCCURS SEE PLAN

BASE PLATE

W COLUMN

CAISSON CAP

SEE PLAN AND DETAILS

(2)#5 U BARS AT EACH

ANCHOR BOLT ROW IN

CAISSON CAP BELOW

(6) 1-1/4" GR 55

ANCHOR BOLTS

2'-6" EMBEDMENT

NOTES:

ALL CANOPY STEEL TO BE GALVANIZED

S E

E P

LA

N

A

SECTION

SOG

GRADE BEAM

SEE 2/50-S330

T Y

P

1/ 2"

1/4

HSS STUD

PL 9X7-1/2X1/2

(2)3/4" DIA X 5" LONG

HILTI KWIK HUS EZ

SCREW ANCHORS

HSS STUD

SEE ELEVATION

CHANNEL

ALIGN B/STEEL

SOMD

STEEL BEAM

CONNECTION

SEE 99/50-S442

o n e e ig h th in c h o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Drawing Title Project Title

VA FORM 08-6231

Office of Facilities Management

U.S. Department of Veterans Affairs

STAMP

Date

Location

Building Number Checked Drawn Drawing Number

Project Number

REVIEW ONLY - NOT FOR CONSTRUCTION

Approved: Director

Approved: Associate Director

Approved: Assistant Director

Approved: Assoc. Director for Patient Care Service/Nurse Executive

Approved: Deputy Assoc. Director of Patient Care Services

Approved: Chief of Staff

Approved: Deputy Chief of Staff

Approved: Chief of Engineering

Approved:

Approved:

ARCHITECT/ENGINEER/CONSULTANTS:

Bancroft Project No.

SAVAHCS, TUCSON, AZ 85723

3300 Dundee Road

Northbrook, IL 60062

T: 847.952.9362 50

04/30/2024STEEL DETAILS EXPAND AND RENOVATE

EMERGENCY DEPARTMENT B50

JH HL

50-S450

678-331

8-

E X

P A

N D

A N

D R

E N

O V

A T

E E

M E

R G

E N

C Y

D E

P A

R T

M E

N T

B

A

D D

E N

D U

M

1 1/2" = 1'-0"

CONCRETE ENCASED COLUMN

3/4" = 1'-0"

SECTION AT CANOPY ROOF

23/4" = 1'-0"

SECTION AT CANOPY BASE

Revisions: Date:

65% DESIGN DEVELOPMENT 11/29/2021

65% DESIGN DEVELOPMENT RESUBMISSION 02/28/2022

95% CONSTRUCTION DOCUMENTS SUBMISSION 06/30/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 10/7/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/07/2022

BID SET 05/01/2023

ADDENDUM 1 04/30/2024

3/4" = 1'-0"

SECTION

6 1 1/2" = 1'-0"

SECTION AT VESTIBULE

1" = 1'-0"

SECTION AT LEVEL 2

1 1/2" = 1'-0"

SECTION AT VESTIBULE

1 1/2" = 1'-0"

SKEWED MOMENT CONNECTION DETAIL

9 1" = 1'-0"

CANOPY BASE PLATE DETAIL

10 1 1/2" = 1'-0"

HSS STUD BASE DETAIL

11 1 1/2" = 1'-0"

SECTION