HomeMy WebLinkAboutEngineering1.
2
3.
4.
S.
6.
7.
8.
9.
SPECIFICATIONS
POOL BARRIERS DETAILED AND SPECIFIED ON
THESE DRAWINGS COMPLY WITH THE
REQUIREMENTS OF 5TH EDITION (2014)
FLORIDA BUILDING CODE: SECTIONS 454.2.17.
1.1 THROUGH 464.2.17 1.10 AS APPLICABLE
ALL ALUMINUM EXTRUSIONS SHALL BE
6D61-T6. ALL SHOP WELDS SHALL USE 5356
FILLER MATERIAL WITH 3/161N. 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=1 RAILING EMBED TO SOIL
R-1 - SCALE: NTS
NOTE: RESIDENTIAL POOL BARRIER TO BE
48' MIN. ABOVE GRADE. (FBC#
424.2.17.1.1). FOR GREATER THAN 60 INCH
HEIGHT RAIL USE 1 INCH
PICKET OR ADDITIONAL HORIZONTAL
CHANNEL r-TOP CAP
V 0" MAX. POST SPACING
ESIDENTIAL POOL BARRIER)
4' 6" MAX. POST SPACING
(BALCONY RAILINGS)
R'4 TYPICAL RAILING ELEVATION
R-1 SCALE: NTS
G
ED 1/4,
TOP
SNAP CAP
TOP CAP
SNAP POST
SELF -CLOSING
GRAVITY LATCH
ALTERANTE FOR
BALCONY BALUSTERS
EMBED 1-BEAM POST
INSERT MIN 21"
BOTTOM CHANNEL
I
3/4" PICKETS
LESS THAN 4
INCH OPENING
CORE DRILL EXIST.
CONC. 31/2" DIA. AND
FILL W/ QUICK-ROK OR
EQUAL
LESS
THAN
DIA.
NOTE:
MIN.
HEIGHT & WIDTH OF GATE TO
T
�•
,
,R
BE DETERMINED BY RAIL HEIGHT
a
PICKET `SNAP POST
PICKET
OPENING
TO BE
LESS THAN
41NCHES
OPENING TO BE NOT
MORE THAN 2 INCHES
R'2 ILING EMBED TO EXISTING CONC. SLAB
R-1 SCALE: NTS
2.625
TOP CAP
2.413
TOP CAP SPLICE
}2.0001
❑4
�0
125
2"x2" VERTICAL POST
}2.0001
II �
A�0
iiiiiiNNFFFFFF0.125
13
3/4" PICKET 1" PICKET BOTTOM CHANNEL
.062 .
.062
WELD RAIL EXTRUSIONS
SCALE: NTS
TOP CAP
WALL MOUNT
BRACKET
0
BOTTOM
CHANNEL
WALL MOUNT
BRACKET
RAILING TO BUILDING MOUNT
SCALE: NTS
t� 2.0^00{f
2.468
t
'I( II2.000
121
TOP CAP
SNAP P IS
2.00o
�1.7954
SNAP CAP PLATE
SNAP POST PLATE
PICKET
3/4" 1" PICK ET
BOTTOM CHANNEL
.040 .040
MECHANICAL RAIL EXTRUSIONS
SCALE: NTS
R'3 TYPICAL GATE ELEVATION
R-1 SCALE: NTS
x 2" POST
GRAVITY HINGES
}2.0001 ro.100
2.000c
1.750 t0.060
h 5
4'L624
SNAP POST POST INSERT
SNAP POST PLATE
HR4
HR2
44" HEIGHT POST
It
21" HEIGHT
POSTINSERT
SHOP
j
1/4" DIA. HOLE
WELD ,�
I
,
1
BASE PLATE
0.375r
I
�--uo0-4
ELEVATION
SHOP
BASE PLATE
' 4 LSDSNAP
POST PLATE
SNAP POST
o 0
'OST INSERT
(4) 1/4" x 2114'
CONCRETE
SCREWS
ALT. MOUNT TO EXIST. CONC. SLAB
SCALE: NTS
cr-
W
W
Z W
FD a
W a` of
J too
Z 0
O H
Z
Lu
N Z
LLI LL W O
O W oe
f1 N W
V
a Z_ o$
I- Z g
VI Lu rum25R.
s
a m LLJ w � R.
'u{
OW E'er ear, "
V Z^^
Q N N
i
u
=
Z C9 N.
o
=) z I§.0
s
DATE DRAWN
10/13/16
REVISION
SHEET NO:
R-1
1,
2
3.
4.
5.
6.
7.
8.
9.
SPECIFICATIONS
POOL BARRIERS DETAILED AND SPECIFIED ON
THESE DRAWINGS COMPLY WITH THE
REQUIREMENTS OF 5TH EDITION (2014)
FLORIDA BUILDING 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 3/16 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"
'W„
60"
R-1RAILING EMBED TO SOIL
R_A SCALE: NTS
G
ED 1/4"
TOP
SNAP CAP
TOP CAP
SNAP POST
SELF -CLOSING
GRAVITY LATCH
ALTERANTE FOR
BALCONY BALUSTERS
EMBED I -BEAM POST
INSERT MIN 21"
BOTTOM CHANNEL
I
3/4" PICKETS
LESS THAN 4
INCH OPENING
CORE DRILL EXIST.
CONC. 3112" DIA. AND
FILL W/ QUICK-ROK OR
EQUAL
LESS
THAN
Q.S.I.
&.
a MIN.
NOTE:
a:
HEIGHT & WIDTH OF GATE TO
iT
®•
BE DETERMINED BY RAIL HEIGHT
R-Z (LING EMBED TO EXISTING CONC. SLAB
R_.1 SCALE: NTS
2.625 }2.000{
I
TOP CAP
Z ol0°
TOP CAP Q.o.
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-
PICKET OR ADDITIONAL HORIZONTAL
BOTTOM
CHANNEL TOP CAP
AP POST
1000
7--4-
CHANNEL
3/4"PICKET941NCHES
125
❑ ❑
BOTTOM CHANNEL
3/4" PICKET I" PICKET
WALL MOUNT
BRACKET
_ _
.062 .062
PICKET
WELD RAIL EXTRUSIONS
RAILING TO BUILDING MOUNT
OPENING
SCALE: NTS
SCALE: NTS
TO BE
L SS THAN
6 W MAX. POST SPACING
(RESIDENTIAL POOL BARRIER)
4 6" MAX. POST SPACING_
(BALCONY RAILINGS)
R-4 TYPICAL RAILING ELEVATION
SCALE: NTS
-t CHANNEL
OPENING TO BE NOT
MORE THAN 2INCHES
2.000
SNAP CAP PLATE
rl
BOTTOM CHANNEL
t2.0001
T�
F
PllllIST
k7954
SNAP POST PLATE
1!1 In
3/4" PICKET I PICKET
.040 .040
MECHANICAL RAIL EXTRUSIONS
SCALE:NTS
_O:w
_ 0
� J
z 4j�,
`G \
��'' // I I 1p0
PROF SIONAL SEAL
x 2" POST
HINGES
I=
W
W
z LL!
� a
W Q rn
C7 0
Q � �
z O W
O 'z
Lu
V1 z
LWL W p
cr- F- O
d V1
R-3
TYPICAL GATE ELEVATION
R_A
1
SCALE: NTS
z L)
a
zo$
R Z^$
m
--1m9
a
Q W
}2.000�
II
100
W 9 men
z �+
�OaNN
z
u
�
2.000
1.750 t0.060
795
�-�
o3��
z � m � vv
a
'�
to
Vf W� u r
o
SNAP POST
2
�1.sNS
POST INSERT
SNAP POST PLATE
HR4
R2
H
44" HEIGHT POST
21" HEIGHT
POST INSERTLLJ
(N/)
SHOP
I
1/4" DIA. HOLE
uJ
w F
WELD va
BASE PLATE
o W g
� Da
Q
0.375'000�
m W
H
ELEVATION
Lu LU z_
� LU
UJ
c/)
SHOP
B*PLATEWELD
DRA BY
P POST PLATE
PN
SNAP POST
OPDATE
DRAWN
aELD
10/13/16
INSERT
REVISION
4"x 21/4'
CRETE
Q1
Q
SCREWS
SHEET NO:
ALT. MOUNT TO EXIST. CONC. SLAB
SCALE: NTS
R 1