HomeMy WebLinkAboutPLANSSPECIFICATIONS
1. POOL BARRIERS DETAILED AND SPECIFIED ON
THESE DRAWINGS COMPLY WITH THE
REQUIREMENTS OF 61H EDITION (2017)
FLORIDA BUILDING CODE SECTIONS 454. Z17.
1.1 THROUGH 454. 2.171,10 AS APPLICABLE
2. ALL ALUMINUM EXTRUSIONS SHALL BE
--6061-T6. ALL SHOP -WELDS SHALL USE 5356
FILLER MATERIAL WITH 31161N. FILLET WELD
U.N.O. ALL MECHANICAL CONNECTIONS SHALL
BE MADE WITH #10 SHEET METAL SCREWS,
72" LONG U.N.O.
3. POST INSERT AND POST SHALL BE SHOP
WELDED TO BASE PLATE
4. POST INSERT SHALL EXTEND 21"ABOVE BASE
PLATE
5. POST INSERT SHALL BE USED ON 2nd FLOOR
AND ABOVE APPLICATIONS. MAX RAIUNG
HEIGHT FORTHIS APPLICATION SHALL BE44".
6. GROUND. FLOOR APPLICATION SHALL NOT
REQUIRE POST INSERT.
7. CONCRETE SHALL DEVELOP A MINIMUM
COMPRESSIVE STRENGTH OF 2500 PSI IN 28
DAYS.
8. POOL BARRIERS DETAILED AND SPECIFIED ON
THIS DRAWING ALSO COMPLY WTH 6TH
EDITION (2017) FBC R5101.17 (RESIDENTIAL).
9. FENCES IN BROWARD COUNTY MUST COMPLY
WITH 61H EDITION (2017) FLORIDA BUILDING
CODE. SECTION 1616.2.1 FOR HVHZ
4B"
6W
P-I)RAILING EMBED TO SOIL
SCALE NTS
FILE ,CO:PY
NOTE: RESIDENTIAL POOL BARRIER TO BE
48' MIN. ABOVE GRADE. (FBC#
454.2.17.1.1). FOR GREATER THAN 601NCH
HEIGHT RAIL USE 1
INCH
PICKET OR ADDITIONAL
HORIZONTAL
CHANNEL TOP CAP
�3/4" PICKET
6' T MAX POST SPACING
ESIDENTIAL POOL BARRIE
4' 6" MAX POST SPACING
(BALCONY RAILINGS)
R-4 TYPICAL RAILING-EL-EVATION-----'
R-1 SCALE NTS
G
D 1/4"
DIA.
I.S.I.
T
TOP
- SNAPCAP
ALTERANTE FOR
BALCONY BALUSTERS
EMBED I -BEAM POST
INSERT MIN
BOTTOM
CORE DRILL EXIST.
CONC. 31/2' DIA AND
FILL W/ QUICK-ROK OR
EQUAL
R-Z RAILING EMBED TO EXISTING CONC. SLAB
R-1 SCALE NTS
2s
TOP CAP
}2.0001
I
I(_,
2.000
^0-125
QA2" VERTICAL POST
}2.0001
IMF
• ��® ❑ 0.125
3/4" PICKET 1" PICKET BOTTOM CHANNEL
.062 .062
PICKET WELD RAIL EXTRUSIONS
OPENING SCALE: NTS
-TO BE
LESS THAN
41NCHES
TO BE NOT
AN 21NCHES
2.413
TOP CAP SPLICE
2.468
12
-iI
TOP CAP
}2�f
SNAP CAP PLATE
L�
BOTTOM CHANNEL
TOP CAP
WALL MOUNT
BRACKET
0
BOTTOM
CHANNEL
WALL MOUNT
BRACKET
/
I
BAN 2g
LL bO '
°--
m,;rrrn soap
Sr LM
a : w
0
H_
p:, z
a COIrt B r L 6.
TOP CAP
�iG .••. Z
�.,• y
SELF -CLOSING
IRAVITY LATCH
/j Q
////y� ' • •..
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W Lyj
W
3/4" PICKETS
LESS THAN4
INCH OPENING
P'x2"POST
1
z
FF aa
SELF -CLOSING
GRAVITY HINGES
LY Z R
Q Q Z
Od uwi
v z
w
L S
LLI
NOTE
•� J
U_ O
0
EI HGHT8WIDTHOFGATETO
BE DETERMINED BY RAIL HEIGHT
2
1 f-
R-3 TYPICAL GATE ELEVATION
Z Z OI
R-1 SCALE MS _
ti
IS IN
-
J•�m�
Zua�a
-
Q Iy,l
Q W z gW
0 Z �•-��
FILL CUPY
OZi
J LLI
I.L.
RAILING TO BUILDING MOUNT
SCALE: NTS
t2.0001
LL U 2.000
SNAP P )SST
k795Y
SNAP POST PLATE
3/4" PICKET I.- PICKET
.040 .040
MECHANICAL RAIL EXTRUSIONS
-_ SCALE. NTS
t2,0001 10.10000
2�E ,.�I50 {0.060 �5 INC
}-� NNE _
OST
SNAPPOSTST POST NSERT SNAP PHR2 PLATES QUn4P
44"HEIGHT POST
21"HEIGHT
POSTINSERT
Lu y w
SHOP I
�°
/4"DIA HOLE
Q W
WELD
BASE PLATE
a�w
�4.000---!
mw
�
0.375
Z �
ELEVATION
z
O
w
CC () Q
G. (1) a
BASE PLATE
SHOP
WELD
DRAWN BY
TP
SNAP POST PLATE
SNAP POST
DATE DRAWL
RA
'El
SHOP
O9/Z /18
4.000
y°-WELD
REVISION
POST INSERT
_
Ax
4000CONCRETE
SCREWS
ALT. MOUNT TO EXIST. CONC. SLAB
Ax
SHEET NO:
SCALE MS
R-1
z
O
g
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FILE COPY CoNCF�ILEp FASIFj�p� OR A7TgCHMENTS
ARE IHE RESPONSIBILf1Y OF T11F
�MRAGfQA OR RECORD — - -
TLc
ST. LUCIE COUNTY BUILDING
REVIEWED FOR COMPLIANCE
PLANS AND PERMIT MUST BE KEPT
SITE OR NO INSPECTION(S) WILL)
TfiESE FLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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