HomeMy WebLinkAboutConstruction Plans2625' X-..5'
TOPCAMI
(6063 Te)
2' SO-?K 125• POST
6J61-T5 ALLOY
60' 0.�-wx
1- SO X C.WO PICKET
10' POST INSET
606-75ALLO"
, X 1 • X.1 Z5.CHANNEL.
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7 YP/C4L SEC770AI
14
PICKETS 1875
(6063 T6)
Existing walkway and stair railings are to be removeq and replaced with a code
compliant, welded system to match existing using a 10 year Kynar 500XL finish
with T-5 or T-6 6000 aeries aluminum as appiica6t'e to 1hq.various railing
components. Railing reinstallation -shall be surface mounted with reinforced post
to base plate connection. The top rail shall be an oval 2.625" x 1.5" x .093" cap.
Channels shall be 2' x 1" x .125', pickets shall be 1" square x .090', posts shall
be 2" square x .125", base plates shall be 5" x 5" X 3/8" with 4 each, minimum
2.5" embedment 316 stainless fasteners, washers and nuts set in pre -drilled
holes filled with dielectric epoxy or urethane sealant, inert shoulder washers and
plastic atom caps. The contractor is entitled to all scrap value of existing railings.
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BASE PLATE LAYOUT
(6051 T-6511)
' Iess t= 2'
6D'
10"ALL1MINUM POST
INSERT TACK WELDTO
a SE PLATE
1je HOLEW1..062
3t/C'
VN & BUSHING
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t
l .125` 1— IV /16NM119 V {n fvJ 1. If MK I r•
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BOTj' OM CHANNEL _ i • RAIL
jSLAB EDGE
i, RAIL FROM SLAB EDGE
DETAIL
11 .125 E—
C�F
,ALUMINUM POST r'
(6061 T-6)
4' 6phe-a
i3
Q
TOP MOUNT '12) 1A'x1174-DRSVE/
PINW,'STAINLESS PIH.
TYPICAL WALL MOUNT ATTACH)SNT
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ELEI A770AU 7M. 4fW O Q
BALCONY AND COMMON WALK AREAS
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;13.191
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BASE PLATE CONNECTION
SHEET NO.
DATE
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ENGINEER:
TO►�AS PONCE, NSCF, PE
&CONSULTING, INC.
166 CENTER STREET
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g ta4j{ 1 f`Rn`W/XiiNtYFI NER
367 MEDALLION PLACE
LI FL 32766
SUFTE9210
FL oo926
CApMONE (a21jA4�s4
PROJECT N0,
4„bed,,Dp tali' %�n
9 6O �O,
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FAX:COPYRIGHT
- IWX16
DateChangeDasedptton