Amendment_0004_-_S-505.pdf

CL

HSS COLUMN. SEE

FRAMING PLANS

PL3/8"x6"x1'-6" TOP & BOTTOM

HSS BEAM, TYP. SEE

FRAMING PLANS

1/4" GAP

3/16TYP.

STEEL JOISTS FROM OPPOSITE

SIDES ARE TO BE STAGGERED

STEEL JOIST. SEE FRAMING

PLANS FOR SIZE AND SPACING

1" G

AP

TY

P.

HSS BEAM. SEE FRAMING PLANS FOR SIZE

STUDS AT 16" O.C. SEE

ARCHITECTURAL DRAWINGS

FOR SIZE OF STUDS

(1)PAF AT 48" O.C. INTO

STRUCTURAL STEEL

2" DEEP DEFLECTION TRACK

STEEL JOIST BEYOND.

CL

HSS COLUMN.

SEE FRAMING PLANS

CANTILEVERED HSS BEAM.

SEE FRAMING PLANS

PL3/8"x6"x1'-0"

CL

9" U.N.O.

EXISTING W FLANGE

COLUMN

1'-3"

TYP. 1/4 (4)7/8"Ø A325 BOLTS EACH

SIDE, 2 1/2" GAGE, TYP.

2"

TYP.

3"

TYP.

TYP. 1/4 (4)7/8"Ø A325 BOLTS,

2 1/2" GAGE, TYP.

2"

TYP.

CL

L3X3x3/16 x 16'-0" LONG, CENTERED ON COLUMN

3"

3/16 TYP.

EXISTING

W FLANGE

COLUMN

STEEL JOIST. SEE PLANS

FOR SIZE AND SPACING

METAL DECKING.

SEE PLANS FOR SIZE

#12 SELF-TAPPING SCREW OR

PUDDLE WELD EVERY OTHER FLUTE

CL

2 1/2" EDGE OF DECK

CL

EXISTING

W FLANGE

COLUMN

STEEL JOIST. SEE PLANS

FOR SIZE AND SPACING

METAL DECKING.

SEE PLANS FOR SIZE

#12 SELF-TAPPING SCREW OR

PUDDLE WELD EVERY OTHER FLUTE

CL

3 5/8"± EDGE OF DECK

L3X3x3/16 x 16'-0" LONG, CENTERED ON COLUMN

4 1/8"±

PL3/8"x6"x1'-0"

3/16TYP.

3/16 TYP.

CL

HSS BEAM. SEE PLANS FOR SIZE

L4x4x3/8 x 10" LONG, TYP.

PL3/8"x12"x1'-6"

CENTERED ON COLUMN

3/16TYP.

3/16 TYP.

EXISTING W

FLANGE COLUMN

3/16 TYP.

3/16 TYP.

0 1/2' 1' 1 1/2'

Scale: 1 1/2" = 1'-0"

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NOTES:

1. SEE DRAWING S-001 FOR GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS.

S T

R U

C T

U R

A L

S

E C

T I O

S

T

A I L S

S-505

A K

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SCALE: 1 1/2" = 1'-0"

TYP. CONNECTION DETAILA1 REF. DWG.: S-103 SCALE: 1 1/2" = 1'-0"

TYP. JOIST BEARING SECTIONA2

SCALE: 1 1/2" = 1'-0"

TYP. CONNECTION DETAILB1 REF. DWG.: S-103 SCALE: 1 1/2" = 1'-0"

TYP. DECK ATTACHMENT DETAILB2 REF. DWG.: S-103 SCALE: 1 1/2" = 1'-0"

TYP. DECK ATTACHMENT DETAILB3 REF. DWG.: S-103

02/28/19

SCALE: 1 1/2" = 1'-0"

HSS TO COLUMN CONNECTIONB5 REF. DWG.: S-202

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