S-501 Amendment 3.pdf

NOTES:

1. NO CONDUITS ALLOWED IN SLAB.

2. FOR TYPICAL CONSTRUCTION JOINT DETAIL, SEE 1/S-104.

3. SEE GENERAL NOTES FOR ADDITIONAL DECK INFORMATION.

SEE PLAN

"EOD"

VARIES

C L R

LAP PER TYP

EDGE OF DECK

2' - 6"

ADD #4 ( ) @

18" OC WHEN "D"

EXCEEDS 10" IN

DECK PARALLEL TO BEAM

S-501

S-501

12' - 0" MAX

STEEL BEAM

SEE PLAN, TYP

SLAB ON STEEL DECK

SEE PLAN

DECK PERPENDICULAR TO SUPPORTS

TYP

U N

O

/2

S-501

SINGLE STUD PER ROW

NOTES:

1. IF NUMBER OF STUDS IS NOT SHOWN ON PLANS, PROVIDE A SINGLE

ROW OF STUDS SPACED @ 1' - 0" OC. EXCEPT AT W8 & W10 BEAMS,

PROVIDE @ 2' - 0" OC CENTERED OVER BEAM WEB.

2. WHERE BEAM FLANGE THICKNESS IS LESS THAN 0.30", STUD ANCHOR

MUST BE PLACED AT CENTER LINE OF BEAM.

[8]

SLAB ON

STEEL DECK

SEE PLAN &

TYP

DECK PERPENDICULAR TO BEAM

STEEL BEAM

STUD ANCHOR LEGEND

STEEL BEAM

SEE PLAN

3/4"Ø x 4" LONG HEADED STUD @ 4 1/2" OC MIN

AND 24" OC MAX - SEE PLANS AND NOTE 1.

WHERE 1 1/2" SLAB DEPRESSION OCCURS OVER

BEAM OR AT 4 3/4" THICK SLAB, USE 3/4"Ø x 3 1/2".

AT 5 3/4" THICK SLAB, USE 3/4"Ø x 4"

INDICATES NUMBER OF EQUALLY SPACED STUD ANCHORS ON BEAM

(SEE FRAMING PLANS). WHERE NO SYMBOL IS SHOWN, SEE NOTE 1.

ONE SYMBOL INDICATES NUMBER OF STUD ANCHORS EQUALLY

SPACED ALONG FULL LENGTH OF BEAM.

C O

V E

R T

Y P

M

IN

C O

N C

R E

T E

S-501

JOINT

1ST POUR 2ND POUR 1ST POUR 2ND POUR

SEE

BEAM/GIRDER

#4 BAR x 6' - 0" LONG @

12" OC CENTERED OVER

BEAMS/GIRDERS

FRAMING BETWEEN

COLUMNS

DETAIL PARALLEL

TO DECK SPAN

DETAIL PERPENDICULAR

TO DECK SPAN

NOTE:

1. LOCATE JOINT MIN 6" TO

MAX 1' - 6" AWAY FROM

GIRDER CENTERLINE.

NOTE:

1. LOCATE JOINT AT DECK

MIDSPAN BETWEEN BEAMS.

PLAN

1' - 0" MIN LAP LENGTH

OF MESH, TYP

MESH AND REINFORCING

BARS (IF PRESENT) TO

BE CONTINUOUS

THROUGH JOINT, TYP

/4

C

L

S-501

PARALLEL TO DECK DETAIL

PERPENDICULAR TO DECK DETAILS

1/2

DECK TO CLOSURE

PLATE AT EACH

FLUTE

1/8 1@18

1/8 1@18

1/4" BENT PLATE

6" MAX

2" MIN

TYP

2" MIN

SLAB ON STEEL

DECK - SEE

PLAN AND

PROVIDE DECK

CLOSURE, TYP

TYP

6" MAX

2" MIN 3"

1' - 6" MAX

> 6" MIN

S-501

ADDITIONAL

#5 BAR AT

PERIMETER

AT OPEN EDGE OF SLAB, USE A

5/16" EDGE PLATE AND EXTEND

4" TOE-KICK ABOVE SLAB

CONC SLAB ON COMPOSITE

STEEL DECK - SEE PLAN

STEEL BEAM - SEE PLAN

EL (SEE PLAN)

T.O. SLAB

(E) 12" SPLIT-FACE CMU

BLOCK WALL, TO REMAIN

EL (VIF)

T.O. (E) CMU

AT REINFORCED CELLS,

EXTEND SOLID GROUT

TO A MINIMUM DEPTH OF

32" BELOW TOP OF

ORIGINAL WALL

EXTEND CMU WALL WITH

BLOCKS THAT MATCH (E)

TO ELEVATION SHOWN,

REINF WITH #5 @ 24" OC,

INSERTED INTO (E) CMU,

GROUT SOLID ALL CELLS

WITH REINFORCEMENT

CFSF STUD WALL - SEE ARCH

EXTERIOR PANEL

SEE ARCHITECT

(V

IF

#4 BAR x 4'-0" @ 12" OC WITH

180° STANDARD HOOK

3/16 2@12

3/8" BENT PLATE x CONT

1"

EL ( 737' - 8", VWA )

T.O. MASONRY

EOD - SEE PLAN

S-501

BOND BEAM WITH (2) #5

BARS AT TOP COURSE

NOTES:

1. TURN NUT FINGER TIGHT, THEN BACK OFF ONE

QUARTER TURN AND MAR THREADS.

2. SEE 6/S-501 FOR ADDITIONAL INFORMATION.

PL3/8" x 4" x "A" @ 48" OC, LOCATED

AT A SOLID-GROUTED CMU CELL

#5 x CONT

P L A

N

S E

E

M

IN2

E Q

E Q

1/2"Ø x 6" LONG HEADED STUDS @ 12" OC

5/8"Ø EXPANSION ANCHOR WITH

OVERSIZED WASHER IN VERTICAL

LONG-SLOTTED HOLE (SEE NOTE 1)

3/16 2@18

STEEL BEAM - SEE PLAN

EL (VIF)

T.O. (E) CMU

AT REINFORCED CELLS,

EXTEND SOLID GROUT

TO A MINIMUM DEPTH OF

32" BELOW TOP OF

ORIGINAL WALL

EXTEND CMU WALL WITH

BLOCKS THAT MATCH (E)

TO ELEVATION SHOWN,

REINF WITH #5 @ 24" OC,

INSERTED INTO (E) CMU,

GROUT SOLID ALL CELLS

WITH REINFORCEMENT

CFSF STUD WALL - SEE ARCH

EXTERIOR PANEL

SEE ARCHITECT

(V

IF

EL ( 737' - 8", VWA )

T.O. MASONRY

3/16 4 MIN

L6x6x5/16 x 0' - 6" WITH 5/8"Ø EXPANSION

ANCHOR WITH OVERSIZED WASHER, 4"

EMBED, IN VERTICAL LONG-SLOTTED

HOLE @ 48" OC, TYP ABOVE AND BELOW

BEAM (SEE NOTES)

NOTES:

1. TURN NUT FINGER TIGHT, THEN BACK OFF ONE QUARTER TURN AND MAR THREADS.

2. LOCATE ANGLE AND ANCHOR AT A SOLID GROUTED CMU CELL.

3. PLACE THE UPPER ANGLE FIRST, THEN ERECT THE STEEL BEAM AND PLACE THE

LOWER ANGLE LAST.

BOND BEAM WITH (2) #5

BARS AT TOP COURSE

3/16 4 MIN

5/16

NOTE 1

GUSSET

PL3/8"

5/16

NOTE 1

SEE TYPICAL SHEAR

CONNECTION DETAILS

1/4 9

EA SIDE OF

PLATE, NOTE 1

(2) 3/4"Ø ERECTION

BOLTS

STEEL BEAM

SEE PLAN

COLUMN

SEE PLAN

BEAM WHERE

OCCURS - SEE

PLAN

HSS BRACE

SEE ELEVATION

CL BEAM

CL BRACE

T Y

P

M A

X

NOTE:

1. WHERE THE GUSSET PLATE OCCURS AT THE MEZZANINE

LEVEL NEAR THE TOP OF THE EXISTING CMU WALL,

SELECTIVELY REMOVE EXTERIOR CMU BLOCKS AS

REQUIRED TO PERFORM WELDING ON THE BACK SIDE OF

THE CONNECTION. AFTER STEEL IS INSTALLED, REBUILD

THE MASONRY WALL TO THE HEIGHT REQUIRED BY DETAIL

5/S-501.

(2) 3/4"Ø

ERECTION BOLTS

HSS BRACE

SEE ELEVATION

SEE TYP SHEAR

CONNECTION DETAILS

1/4

AT COLUMN

1/4 9

EA SIDE OF

PLATE, NOTE 1

5/16

NOTE 1

STEEL COLUMN

SEE PLAN

STEEL BEAM

SEE PLAN

GUSSET

PL3/8"

5/16

TYP, NOTE 1

STIFFENER PL1/2", TYP

CL

BRACE

CL BEAM

TY

P

1"

M A

X

NOTE:

1. WHERE THE GUSSET PLATE OCCURS AT THE MEZZANINE LEVEL NEAR

THE TOP OF THE EXISTING CMU WALL, SELECTIVELY REMOVE EXTERIOR

CMU BLOCKS AS REQUIRED TO PERFORM WELDING ON THE BACK SIDE

OF THE CONNECTION. AFTER STEEL IS INSTALLED, REBUILD THE

MASONRY WALL TO THE HEIGHT REQUIRED BY DETAIL 5/S-501.

3/4"Ø ERECTION

BOLT

HSS BRACE

SEE ELEVATION

1/4

1/4

STEEL COLUMN

SEE PLAN

GUSSET

PL3/8"

C

L BR

AC

E

8"

BASE PLATE AND

ANCHOR BOLTS -

SEE S-301

2"

TYP1"

1/4 8

3/4"Ø ERECTION

BOLT

HSS BRACE

SEE ELEVATION

1/4

1/4

STEEL COLUMN

SEE PLAN

GUSSET

PL3/8"

C

L BR

AC

E

8"

BASE PLATE AND

ANCHOR BOLTS -

SEE S-301

TYP1" 2"

1/4 8

CONC SLAB ON DECK

SEE PLAN

EQ EQ

/4

10' - 0"

#4 @ 16" OC

STEEL BEAM -

SEE PLAN, TYP

STEEL GIRDER

SEE PLAN

SEE TYP SHEAR

CONNECTION DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Calvin rchitects, P.C.L 3705 North 200th Street

Elkhorn, Nebraska 68022

Phone: 402.291.6941 Fax: 402.291.9193

AH. INZ

Incandescence Life Safety, Inc.

3575 Ringsby Court, #408, Denver, CO, 80216

Phone:(720) 722-3010

589A4-20-158

IMEG Corp.

15 Sunnen Drive, Suite 104

St. Louis, MO 63143

Phone:(314) 951-2534

BID SET RENOVATE WAREHOUSE FOR

PANDEMIC PREPAREDNESS

HARRY S. TRUMAN MEM. VETERANS HOSPITAL

800 HOSPITAL DR., COLUMBIA MO 65201

Dwg. # of 94

C R e v it L o c a l F ile s \S

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A T ru m a n

W a re h o u s e

C s u jit k u m a r.

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.p a d h a n

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-A p r-

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P

M

S-501

FRAMING SECTIONS AND DETAILS

MICALB WALLEW03/24/2021

3/4" = 1'-0"

TYPICAL CONCRETE SLAB

ON STEEL DECK DETAILS

1 3/4" = 1'-0"

SHEAR STUD LAYOUT DETAILS

33/4" = 1'-0"

SLAB ON DECK

CONSTRUCTION JOINT DETAILS

2 3/4" = 1'-0"

TYPICAL INTERIOR SLAB EDGE DETAILS

3/4" = 1'-0"

REINFORCED INTERIOR

SLAB EDGE DETAIL

5 1 1/2" = 1'-0"

EDGE OF SLAB DETAIL

6 3/4" = 1'-0"

WALL/BEAM CONNECTION DETAIL

7 3/4" = 1'-0"

BRACE CONNECTION

TO COLUMN FLANGE

3/4" = 1'-0"

BRACE CONNECTION

TO COLUMN WEB

3/4" = 1'-0"

BRACE CONNECTION TO

BASE PLATE/COLUMN WEB

10 3/4" = 1'-0"

BRACE CONNECTION TO

BASE PLATE/COLUMN FLANGE

11 3/4" = 1'-0"

SLAB REINFORCEMENT AT GIRDERS

Revisions: Date:

BID SET 03/24/2021

ADDENDUM NO. 1 04/29/2021

atast Text Box

AMENDMENT #3

atast Text Box 05/07/2021 atast Snapshot