HomeMy WebLinkAboutPLANS 1h
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'S
SPECIFICATIONS
POOL BARRIERS DETAILED AND SPECIFIED ON
THESE DRAWINGS COMPLY WITH THE
REQUIREMENTS OF STH EDITION (2014)
FLORIDA BUILDING CODE: SECTIONS 454.217.
1.1 THROUGH 454. Z171.10 AS APPLICABLE
ALL ALUMINUM EXTRUSIONS SHALL BE
6061-T6. ALL SHOP WELDS SHALL USE 5355
FILLER MATERIAL WITH 3/161N. FILLET WELD
U.N.O. ALL MECHANICAL CONNECTIONS SHALL
BE MADE WITH 910 SHEET METAL SCREWS 1
1/2" LONG U.N.O.
POST INSERTAND POST SHALL BE SHOP
WELDED TO BASE PLATE.
POST INSERT SHALL EXTEND 21"ABOVE BASE
PLATE
POST INSERT SHALL BE USED ON 2nC FLOOR
AND ABOVE APPLICATIONS. MAX. RAILING
HEIGHT FOR THIS APPLICATION SHALL BE 44".
GROUND FLOOR APPLICATION SHALL NOT
REQUIRE POST INSERT.
CONCRETE SHALL DEVELOP A MINIMUM
COMPRESSIVE STRENGTH OF2500 PSI IN 28
DAYS.
POOL BARRIERS DETAILED AND SPECIFIED ON
THIS DRAWING ALSO COMPLY WRH 5TH
EDITION (2014) FBC R5101.17 (RESIDENTIAL).
FENCES IN BROWARD COUNTY MUST COMPLY
WITH 5TH EDITION (2014) FLORIDA BUILDING
CODE, SECTION 1616.2.1 FOR HVHZ
ST. LUCIE COUNTY
BUILDING DI
REVIEW D
FORCOMPLA
REVIEWED
DATE U
PLANS AND IT
MUST BE KEPT N JOB OR
NO INSPECTION W LL BE MADE
48"
G
=D IW
Dv.
I.S.I.
T
R-.11 RAILING EMBED TO SOIL
R- I SCALE: NTS
THEze PLt%s
SNAP CAP
SNAP
ARE THE RESPONSIBUTY OF THE
CONTRACTOROFRECORD
SCANNED
Luca County
GRAVITY
ALTERANTE FOR
BALCONY BALUSTERS
EMBED I -BEAM POST
INSERT MIN 21"
BOTTOM
CORE DRILL EXIST.
CONC. 31/2" D06 AND
FILL W/ QUICK-ROK OR
EQUAL
rR--2\gAILING EMBED TO EXISTING CONC. SLAB
R-1 SCALE: NTS
ARE SUBJECT TO ANY COFrRFA7QN3 n
REQUIRM BY FIELD D+ISPECTORS TRA
MAY BE NECESsA'*Y Ytl 0I4DM TO 2625
CMPPLY Wl mli ALL APPLICAME CODES
TOP CAP
NOTE: RESIDENTIAL POOL BARRIER TO BE 2.413
48' MIN. ABOVE GRADE. (FBC#
424.2.17.1.1). FOR GREATER THAN 601NCH
HEIGHT RAIL USE 1 INCH TOP CAP SPLICE
PICKET OR ADDITIONAL HORIZONTAL
CHANNEL.
6'0"MAX POST SPACING -
SIDENTIAL POOL BARRIER)
4' 6" MAX POST SPACING_
(BALCONY RAILINGS)
R-4 TYPICAL RAILING ELEVATION
R-1 SCALE: NTS
PICKET
POST
PICKET
OPENING
TO BE
LESS THAN
41NCHES
TO BE NOT
N 21NCHES
t2.000t
—� 0
2"X2" VERTICAL POST
t2.0001
II II1.0.00
I] ❑ ° 0.125
3/4" PICKET v PICKET _ BOTTOM CHANNEL
.062 .062
WELD RAIL EXTRUSIONS
SCALE:NTS
.m_
L�►
TOP CAP
WALL MOUNT
BRACKET
0
BOTTOM
CHANNEL
WALL MOUNT
BRACKET
RAILING TO BUILDING MOUNT
SGALE:NTS
2 468
_+1
t2.000{
I
II IIzow
TOP CAP
SNAP POST
2.000
r.LrI
k 795Y
SNAP CAP PLATE
SNAP POST PLATE
rl
3/4" PICKET 1" PIC ET
BOTTOM CHANNEL
.040 .040
MECHANICAL RAIL EXTRUSIONS
SCALE:NTS
34'PICKETS
LESS THAN 4
INCH OPENING
NOTE:
HEIGHT & WIDTH OF GATE TO
BE DETERMINED BY RAIL HEIGHT
R'3 TYPICAL GATE ELEVATION
R-1 SCALE: NTS
C
0
Q: Co 40
O: Z
O
i
o
z
~46 0:
�eS
PROFE
3SIONAL SEAL
K
W
2" POST
W
Z
W
(9
d
F-CLOSING
WITY HINGES
Z
W
(arf o
Q
0
z
N
Z
LL
i 6
CL
F O
1
N u
10��
2.000
1.7
�I
41.6251
SNAP POST
POSTINSERT
SNAP POST PLATE
HR4
HR2
44"HEIGHT POST121"HEIGHT
STINSERT
SHOP ' DIA. HOLE
WELD
BASE PLATE
D.375 -4.00"
ELEVATION
SNAP
JI.RCVVJ
PLATE
ALT. MOUNT TO EXIST. CONC. SLAB
SCALE: NTS
W
9Lij
Z u
ci m F-
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Z
oLU
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awa4aLl
10/20/15
REVISION
SHEET NO:
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