HomeMy WebLinkAboutSD-8 REV 1ALL DIMENSIONS TO BE FIELD VERIFY
1/2" LAMINATED GLASS
(SEE COVER PAGE FOR z LL
SPECS) 2
FIELD VERIFY w +8'-11"T.O.S.
4'-0" MAX I
GAPPED TO REJECT III O°
0 4" SPHERE /I
71: �1_
GAPPED TO REJECT
0 6" SPHERE
1/2" LAMINATED GLASS w
(SEE COVER PAGE FOR Z
SPECS)1;A
FIELD VERIFY M
4'-0" MAX
GAPPED TO REJECT _-
0 4" SPHERE I
III
I
oZ
CP.
-- GAPPED TO REJECT
-- —_ 0 6" SPHERE
�-11'-0" T.O.S.
4" CONCRETE SLAB
ON GRADE
RAILING R-1 ELEVATION - A
SCALE: 318"=V-0"
FIRST FLOOR 4-0"
TRUSSES@24"
L\
BEAM CTB-8
4-1" T.O.S.
o
6"x6"x %" A36 STEEL PLATE WELDED 0 1 1/2" HANDRAIL BRACKET
TO TUBE WITH %"FILLET WELD 1" MAX SS 304 MODEL 0719
& 0.75" MIN WELD LENGTH
(BACK PLATE 0 1 1/2" BALUSTER POST
SEE DETAIL D3/SD-8) SS 304 MODEL 0913
V8"DUROCK
MORTAR TILE
CONCRETE
MEMBRANE BEAM or STEP
METAL FRAMIN
(4) KWIK BOLTS TZ2-CS % x5
2%" MIN. EMBEDMENT,
-
1 %" MIN. SPACING &
1 %" MIN. EDGE DISTANCE
BALUSTER BRACKET
MODEL 0551 SS 304
(2) 0 3/8"-16 GRADE 2 ASTM
A307 STEEL FASTENER
0 2"x 4" A36 STEEL TUBE WELDED
TO PLATES WITH %"FILLET WELD
1" MAX & 0.75" MIN WELD LENGTH
FRONT PLATE
SEE DETAIL D2/SD-8
$I' SHEETROCK
TYP. RAILING R-1 SECTION
D1
SCALE: 1 "=1'-0"
16"x6"x Y8" A36 STEEL PLATE WELDED
211 1- /,12�� TO HHS 0 1.9x0 18" A36 STEEL TUBE
4 WITH %"FILLET WELD 1" MAX & 0.75"
JM MIN WELD LENGTH
r �Q -
I� (2) 0 3/8"-16 GRADE 2 ASTM
611 A307 STEEL FASTENER
FRONT PLATE DETAIL
D2
SCALE: 1 "=1'-0"
1"
6"x6"x %I' A36 STEEL PLATE WELDED
TO HHS 01.9"x0.18" A36 STEEL TUBE
WITH %"FILLET WELD 1" MAX & 0.75"
MIN W1 LD LENGTH
it
"—I HHS 0 1.9"0.18" A36 STEEL TUBE
' WELDED TO PLATES WITH
Cr)
M
I
FILLET WELD 1 MAX & 0.75 MIN
WELD LENGTH
(4) KWIK BOLTS TZ2-CS % x5
2%" MIN. EMBEDMENT,
1 %I' MIN. SPACING &
1 %I' MIN. EDGE DISTANCE
BACK PLATE DETAIL D3
SCALE: 1 "=1'-0"
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SOLUTIONS
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o' s1ATE of ate:
. ......... 2021.05.27
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1 Z, F.E.
42
REVISIONS
1 05-20-2021
4
DATE: 04-01-2021
SCALE: As Shown
DRAWN: D.F.
CHECKED: D.F.
SD-8