HomeMy WebLinkAboutS417-G-STUD-RAIL-DETAILS-Rev.2EQ.
EQ. EQ.
EQ. EQ. EQ.
A CIRCULAR COLUMN CONFIGURATION
RECTANGULAR / SQUARE
B COLUMN CONFIGURATION
EDGE OF
CONC.
EQ. EQ. EQ.
EQ. EQ.
A CIRCULAR COLUMN CONFIGURATION
RECTANGULAR / SQUARE
B COLUMN CONFIGURATION
0' - 2"
EDGE OF
CONC.
0' - 2"
EDGE OF
CONC.
EDGE OF
CONC.
EDGE OF
CONC.
EDGE OF
CONC.
EQ. EQ.
EQ. EQ.
A CIRCULAR COLUMN CONFIGURATION
RECTANGULAR / SQUARE
B COLUMN CONFIGURATION
0' - 2"
0' - 2" 0' - 2"
0' - 2"
ES SS
OH
L
STUD RAIL SCHEDULE
STUD RAIL L (INCHES) OH (INCHES) ES (INCHES) SS (INCHES) STUD Ø
(INCHES)
NO. OF STUDS
PER RAIL
NO. OF RAILS
LONG SIDE
NO. OF RAILS
SHORT SIDE
TOP COVER BOTTOM
COVER
SR-1 32 5 2.875 4.375 0.5 7 3 3 1.5" 1.5"
SR-2 67 5 2.875 4.375 0.5 15 3 3 1.5" 1.5"
STUD RAIL NOTES AND SPECIFICATIONS:
1. REFER TO THE STUD RAIL SCHEDULE FOR THE NUMBER AND ARRANGEMENT OF STUD RAILS AT EACH COLUMN.
2. STUD RAILS ON PLAN ARE IDENTIFIED AS INTERIOR (IE, SR-1) EDGE (IE, SR-1E) OR CORNER CONDITION (IE, SR-1C).
3. THE SHEAR STUDS SHALL BE FORMED FROM ASTM A108 GRADES, AND CONFORM TO THE PHYSICAL AND MECHANICAL
REQUIREMENTS PRESCRIBED IN TABLE 1 OF ASTM A1044 LATEST EDITION.
A. YIELD STRENGTH: 51,000 PSI MINIMUM
B. TENSILE STRENGTH: 65,000 PSI MINIMUM
C. ELONGATION: 20 PERCENT IN 2 INCHES
D. REDUCTION OF AREA: 50 PERCENT MINIMUM
E. SHEAR STUD DIMENSIONS PER SCHEDULE
4. THE BASE RAILS SHALL CONFORM TO THE PHYSICAL AND MECHANICAL PROPERTIES OFTABLE 2 OF ASTM A1044 LATEST EDITION.
A. YIELD STRENGTH: 44,000 PSI MINIMUM
B. TENSILE STRENGTH: 65,000 PSI MINIMUM
C. ELONGATION: 20 PERCENT IN 8 INCHES
5. STUD WELDING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN AWS D1.1 LATEST EDITION.
6. THE STUD RAIL SHALL BE ICC-ES EVALUATED.
NOTE:
* INDICATES SMALLER OH TO BE USED ON SIDE OF SUPPORT THAT EXTENDS INTO THE BALCONY
SHEET PROJECT INFO SEAL REVISIONS DRAWING TITLE PROJECT ARCHITECT
MERCHANTS
CORPORATE
CENTER
CARMEL, IN
CLIENT
# DESCRIPTION DATE
NOVEMBER 10, 2017
17104
ISSUED FOR
CONSTRUCTION
2017-11-10
S417-G
STUD RAIL DETAILS
S417-G SCALE: 3/4" = 1'-0"
1
STUD RAIL CONFIGURATION FOR INTERIOR COLUMN
CONDITION
S417-G SCALE: 3/4" = 1'-0"
2
STUD RAIL CONFIGURATION FOR EDGE COLUMN
CONDITION
S417-G SCALE: 3/4" = 1'-0"
3
STUD RAIL CONFIGURATION FOR CORNER COLUMN
CONDITION
05/01/18
Nick Mishler