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CAN �v HANDRAIL � ME
SCALE: I" = 1' -0" REF: SOUTH RAMP
MATERA AL: STEVE
N`0 STD, PIPE SCHEDULE 40 (1,66 O,D,) HANDRAIL
Nllo X- HEAVY PIPE SCHEDULE 50 ("i,GG o.D,) POST.
TYPE # 7 FIELD YT PE # I I TIDE #- 2 I %'� TAE # 2A IY TYPE # 3 TYPE # 4
' --
ASSEMBLY
Eiio
�
%110 ROD
BAR r`� �
POST. CONN. HANDRAIL AT POST, CONN. HANDRAIL AT CQNN, HANDRAIL AT
CONN, HANDRAIL AT CONN. I CONN,BRACKET AT P05T, CONN, HANDRAIL ATP WALL RETURNS ( WALL RETURNS
TYPE -# 5
NOTEH
AT ENDS OF H.R.
USE WALL RETURN
5RKT # i103 -2
USE WEDGE -LOCK WELDING
CONNECTORS 0 SPLICES
M WAGNER
SECTION a
SCALE: F07
IV211
+�`ttt!lliill�'
w
•o * : ¢
• to ; tei
w Q : STATE OF ,. (y
��rl�xxxx�
WAIL RAIL BRACKETi `
1770 MALLEABLE t _
OR EQUAL
�O LAC SCREW WITH IN �� ..4�'` ►_ �, " `
LEAD SHIELD MASONRY
WALL)
TOP OF TREAD '
STANDARD HALL JAIL BEACKET
.
Z
e10111- n:11.c
HANDRAILS DETAIL
EUERAL NODES:
1. STRUCTURAL SHAPES TO BE
ASTM GLADE Agg2 -50 (U.O.N.)
2. TUBING TO BE ASTM A500
GRADE B.
3, PIPE TO BE A5TM A53,
GRADE B.
4, ANCHOR BOLTS TO BE ASTM
F1554 -36.
5, STRUCTURAL BOLTS TO BE
A5TM GRADE A-w323. (U.N.O.)
6. PLATES AND ANGLES TO BE
A5TM GRADE A -36,
7. SHOP FINISHING,
. CLEANING TO BE DONE To
SPECIFICATION 55PC -5"2.
9, POLES TO BE 14140 (U,N.O,)
10, SHOP WELDING TO BE= E70XX
D95CRIPTMI
REVISION15
'TRUCTURAt rt '
+OVED GY;
Notes —,
Due to material stock lengths may occur although not shown. All flange aid web splices to be
100% penetration, butt welds m per A.1.5.C. specifications,
All englneering 4 caiculationa are the responsibility of the design Architect and or/ Engineer. This
includes bldg. code requirements.
EASE' COAST METAL STRUCTURES
1030 Wallace Drive, Unit C * Delray Beach, FL 33144
Telephone: 561- 272 --0905 'Eax: 561.276 -g9io
PROJECT:
A.
Q10
fn
RICHARD MARIANI, D.D.S.
7615 SW 62nd. AVE.
( MIAMI, EL 33143
CUSTOMER; "
DATE ARCHITECT=GUTIERREZ t LOZANO ARCHITECTS.
5w.,iNEER= PERMIT ENGINEERING 5ERVICES Inc. ## ,
JOB N" ,?+
DRAWN BY=
ICHECKED BY=
X07
VY