HomeMy WebLinkAboutRailing Specificatons1.
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SPECIFICATIONS
POOL BARRIERS DETAILED AND SPEC•ia.,-41 ON
THESE DRAWINGS COMPLY WITH THE
REQUIREMENTS OF 5TH EDITION (2014)
F�-!DRID"U"'ILDING CODE: SECTIONS 454. 2.17.
1.1 THROUGH 454.2.17 1.10 AS APPLICABLE
ALL ALUMINUM EXTRUSIONS SHALL BE
6061-T6. ALL SHOP WELDS SHALL USE 5356
FILLER MATERIAL WITH 3116 IN. FILLET WELD
U.N.O. ALL MECHANICAL CONNECTIONS SHALL
BE MADE WITH #10 SHEET METAL SCREWS 1
1/2" LONG U.N.O.
POST INSERT AND POST SHALL BE SHOP
WELDED TO BASE PLATE.
POST INSERT SHALL EXTEND 21" ABOVE BASE
PLATE.
POST INSERT SHALL BE USED ON 2nd 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 OF 2500 PSI IN 28
DAYS.
POOL BARRIERS DETAILED AND SPECIFIED ON
THIS DRAWING ALSO COMPLY WITH 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
42"
48"
60"
R-1RAILING EMBED TO SOIL
R_.1 SCALE: NTS
G
=D 114'
TOP
SNAP CAP
SNAP
BOTTOM CHANNEL I I I
CORE DRILL EXIST.
CONC. 31/2" DIA. AND
FILL W/ QUICK-ROK OR
EQUAL
ALTERANTE FOR
BALCONY BALUSTERS
EMBED I -BEAM POST
INSERT MIN 21"
THAN
' DIA. e• '
.' .
,Tv
- 3 ► tt"'JILIiY Of THE ° R .A.. , a 4, e
;�,.,,,� OROfRECORD I � i .
R-2 ILING EMBED TO EXISTING CONC. SLAB
R-1 SCALE: NTS
SELF -CLOSING
GRAVITY LATCH
3/4" PICKET
LESS THAN
INCH OPENINI
AND
ALL PROPOSED WORK
Sc FLANS
r aUSdECT TO ANY
CORRECTIONS
_ -
'.I^ED BY FIELD
INSPECTORS THAT
;.
NECESSA
Y IN ORDE �25
z.00a�
Ik ..
1PL�+ WITH A
APPL-ICAB.
0
TOP CAP
TOP CAP
Q0.
WALL MOUNT
125
BRACKET
NOTE: RESIDENTIAL POOL BARRIER TO BE
2.413
2"X2" VERTICAL POST
48' MIN. ABOVE GRADE. (FBC#
424.2.17.1.1). FOR GREATER THAN 60 INCH
HEIGHT RAIL USE 1 INCH
TOP CAP SPLICE
}2.000�
II
PICKET OR ADDITIONAL HORIZONTAL
BOTTOM
CHANNEL TOP CAP
SNAP POST
II II 1�000
°
CHANNEL
3l4"PICKET
� ❑
* 0.125
WALL MOUNT
3/4" PICKET 1" PICKET
BOTTOM CHANNEL
BRACKET
.062 .062
PICKET
WELD RAIL EXTRUSIONS
RAILING TO BUILDING MOUNT
OPENING
SCALE: NTS
SCALE: NTS
TO BE
4ESS NCHESN
60" MAX. POST SPACING
_SIDENTIAL POOL BARRIER)
4' 6" MAX. POST SPACING_
(BALCONY RAILINGS)
R-4 TYPICAL RAILING ELEVATION
R_1 SCALE: NTS
NOTE:
HEIGHT & WIDTH OF GATE TO
BE DETERMINED BY RAIL HEIGHT
R-3 TYPICAL GATE ELEVATION
R_A SCALE: NTS
T}2.0001
2.000 1p
SNAPPOST
HR4
44" HEIGHT PC
SHOP
WELD
/
}2.0001 1 1 �' "
2.468 I l
"�''!�
1.z1 n �-u0��. Lj1LTx Cn1J!�lTy R.0 ..
l'N-c- I
l) �
---4 u �--� �'cE`,IIEWED FOR COh' L
NCE
TOP CAP SNAP POST R VIVNED BY
C
1
t2.000 TE
�1.795 AANSND P -1W iiMU
FBV ,SNAP
LOM
CAP PLATE SNAP POS T 1,vs;pE'CTION WIL
$E MAIDS.
CHANNEL
u_ y 3/4" PICKET 1" PICKET
NG TO BE NOT
BOTTOM CHANNEL .040 .040
THAN 2 INCHES
MECHANICAL RAIL EXTRUSIONS
/
SCALE:NTS
ro.100
t% ♦o.oso
�1.624
POST INSERT
BASE
-- \0
Q k,
i J
vJ
o p_:
•
= a' Z
~ W Q -
� 0".
i
ui k ' - -
M c_
, Q
_
, . •'
0���
PROFESSIONAL
SEAL
*1
I
795
SNAP POST PLATE
HR2
21" HEIGHT
,� POST INSERT
1 1/4" DIA. HOLE
I 1 BASE PLATE
ELEVATION
SHOP
yTr=vc WELD
SNAP POST PLATE
o
SHOP
"-"--WELD
POST INSERT
(4)1/4" x 21/4"
—4.000 CONCRETE
----.1._ SCREWS
' TO EXI�ST�. CO�NC. SLAB'
SCALE: NTS
Q ❑
4' LJ
0 LLI G
w a �-
LL
LL (D Z
O W Q W
LL!
LLI
z ZLLI
ou
W Q W
Z LL c= m
W Vf tJi I— uJ
►:
.�
_Z
J �
Q Z O p
N
N cc ti m'n�
LU W, m m
a
NiQ
Z t;
U 0 Q N N
u
Z (D'^3^^
om
c
Z
Ln W'mu tWLL
O
LL
DATE DRAWN
03/30/17
REVISION
n
SHEET NO:
R-1