HomeMy WebLinkAboutFENCE PAPERWORKd
STANDARD
FENCE SECTION
STANDARD YARD GATE
a
a"
N 6 m
a
i
I
In N
s
v
2 ---111
`"
.E y THRUBOLT
N
y-
_
-
4
elevation
m
CV.
_µ
CORE DRILL
concrete
'11CONCRET:E:
ODE
I®UN'�
Lt
encasement
�U�+'
ST.Use
6000 psi
UP TO 60" W
grout
REMOVEABLE FENCE SECTION 2.25
9
Y0036r
Q 5' MAX
IN
2.25 SO X .095 SLEEVE
I
FILE
GROUND
SHOE MOUNT DETAIL
WALL MOUNT DETAIL
POOL FENCE SECTION
POOL GATE
I � I
SIDED POST
T SNAP
iv
i
TYPIL CAST
TOP VPLIL MOUNT
TOP CAP
I a I
i t
z ¢
L3 z¢ i
N
0 Dl H n
0_
y.L l I
TOP CAP SLIDES D D
VALL MOUNT
J X
dINTO
'/
N14 TENSvi i-UWELD a
SNNECESSARYERE HEIGHTA➢JUSTT8
NIACH
ATT HOTTOIDES OF OST
2 ea. al0 SELF Ye TAPCONS
`�AB/FOOTEREy�MAPPROyEONECESSARY HT ADUUST ENT
FOUR
TAPPING MIN. I%'
SCREW PENETRATION¢
SPACINGINTO CONCRETEN
\MOUNT
V-:�
aTOEXPANSION
[ryMUS y'
A MINI MOPI
D D
CHANNEL I TO WALLLIDES
x u
QI� fL
0_CONCRETTRATE
✓+E
UP T❑ 60' WIDENOTE:
�'ALL
GATES INCLUDE:
Aluminum parts shall be welded with an
inert-gas-shieldeg are or resistance welding
TYPICAL CASTCONCRETE
BOTTOM CHANNEL BUTTON WALL
2EACH SELF -CLOSING HINGES
process. No welding process that requires a
welding, flux. shall be used. Filler allo
�T
5' MAX Q
IGATE LATCH
complying with the requirements of tk�ie standard CAST $HUE MOUNT
shall
(hBe
ALL GATES FORA POOL MUST HAVE LATCH MOUNTED 54"FROM THE
01811 meemberswshallgbef
BOTTOMOF THE GATE.
performed by certified welders
ON4FTHIGHPOOL GATES USEMAGNALATCHOR APPROVED CHILD
SAFETYLOCK.
ALL FASTENERSARE #IOX'/" CERAMIC COATED (NON -CORROSIVE) SCREWS.
1. EXTRUSIONS SHALL USEALLOY 6061-T6 0R 6005-T5
"
2. THE CONTRACTOR SHALL INSULATE DISSIMILAR METALS TO PREVENT
ASSEMBLY
METAL
ELECTROLYSIS.
3. FENCE HEIGHT FOR POOL SHALL BE 48"MINIMUM.
Top Cap
3� d
- 4. FOOTING CONCRETE COMPRESSIVE STRENGTH SHALL BE MIN 2,500 PSI
and
Snap Plate
1.625"
IN 28DAYS.
5. THIS DESIGN MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS
0.038
�� 1, .045
OF 2017 FL ORIDA BUILDING CODE 61h EDITION IRESIDENTIAL IOZ2.1
'
r_T
Paste enedd screw
1.21 .066'
75X.75X.038
PICKET 1.625X1X.045
2.468X1.219X.051 BOTTOM CHANNEL
9
ALUMINUMFENCING
fastened to snap
2X2X.066
_
SCANNED
plate and bottom
channel, snap
plate screw
TOP CAP 3 SIDEDPOST 1"
I I 0.036
PRINCE
BY
St. Lucie County
fastened t0
2'post and post
J
.065' RECEIVED
DEVELOPMENT GROUP
3608 F. INDUSTRIAL WAY
- -
snap, all w/#LOXIY2 Snap plate snaps
U50"' L�,016'—U 1.795'
RIVIERA BEACH, FL 33404
hex -head into 3 sided past
sheet metal screw 2`Post and Snap
1x1x.036
2.016X.050 1.795X.065
P: 561-840-3300
F:561-655-4821
A&C Concrete Pools-#18782
screw fastened
PICKET
POST SNAP PLATE APR 15 P019
to Bottom Channel
TOP CAP
w/#10X1Y2 hex -head
sheet screw
SNAP PLATE SE LUCIe County, Permitting
45aNar enuer,
metal
ADrtSt.1"aie., FL 34983
Lot S/River Fk,
St. Lucie County, FL
FENCE 1/5/2018
v.✓I _ .n -) 110/1
,.�
STANDARD
FENCE SECTION
RC`' IEWED FOR
STANDARD
YARD
°
CODE C MPLIAN
s
w
COUN
a
j
Q U
CC
C1
�
e..
S
N 6 CA
q
d
U N
75 �
S
+'
,I
I'
3Y
2
� + s
actor
a'
E
c THRUBOLi
_
" �'- `v +,
I
I.
v
N
v [U
v
......�.�...,...�,.
a.
"ete�Qtion
NmG
CORE DRILL
encasement
Use 8000 psi
CONCRETE
UP T❑
60' WIDE
grout
REMOVEABLE
FENCE SECTION
2.25'
It 5' Q
IN
I
2.25 SO X .095 SLEEVE
MAX
GROUND
I SHOE MOUNT DETAIL
I I I
I ,
WALL MOUNT
DETAIL
POOL FENCE SECTION
POOL GATE
l i
\
SIDED POST
I 1 1 SNAP
TYPICAL cast
TOP VAMOUNT
70P
FAQab
TOP CAP SL
a a
-1 X v
.�
+'
d No
_-INTO
I( i 3k2" 5 q14 TEKS n
HEIGHT VEL➢
VALL
z eo.
U Q
c S
00+ S
-. :
11 NE 3 /��
IS NECESSA A➢JUST TO HOT SIDES OF
RT TOM
- e e.. u1. SELF Y.• TAPCONS
N 4-
ATTACHVHERE
OTER TO HT CAST G ST
.` EXPOOTEREVITH�pROVED NECESSgq ADJUSiHENT
TO UR
sca[vG PENETRATION
a 1• MIN. INTO CONCRETE
SPACING
N
a
N
w
iv f a.
pEN'1NSION BOLTS
CONCRE7TRATE INTO
E A MINIMUM OF I Ii2,
ICHA CHANNEL
a °
x Lw.1
iv Fd
UP
TO 60' WIDE
?tq
ALL GATES INCLUDE:
NOTE: Aluminum saris shall be welded with an
inert -gas -shielded are or resistance welding
TYPICAL CAST
BOTTOM CHANNEL MUCH WALL
CONCRETE
-'
2EACH SELF -CLOSING HINGES
process. N. weldin¢ process that requires a
welding, flux, shall be used. Filler all.ys
the the
MOUNT
It 5' MAX I):
I GATE LATCH
complying with requirements of standard CAST SHOE MOUNT
st�ruot r alb
ALL GATES FORA POOL MUST HAVE
LATCH MOUNTED 54"FROM THE
aluminum meemberswshallgbel
BOTTOM OF THE GATE.
performed by certified welders
ON 4FT HIGHPOOL GATES, USE MAGNA LATCH OR APPROVED CHILD
SAFETYLOCK.
ALL FASTENERSARE #IOX3/" CERAMIC COATED (NON -CORROSIVE) SCREWS.
1. EXTRUSIONS SHALL USEALLOY6061-716 OR 6005-TS
2. THE CONTRACTOR SHALL INSULATEDISSIMILAR METALS TO PREVENT
ASSEMBLY
METAL
ELECTROLYSIS.
3. FENCE HEIGHT FOR POOL SHALL BE 48" MINIMUM.
Top Cap and
Snap Plate
.468'
fit" 1.625'
4. FOOTING CONCRETE COMPRESSIVE STRENGTH SHALL BE MIN 2,500 PSI
IN 28 DAYS.
5. THIS DESIGNMEETS OR EXCEEDSALLAPPLICABLE REQUIREMENTS
0.038
045
01720171ILORIDA BUILDING CODE
61k E•DITLONIRE•SIDENTIAL 107.2.1
'pickets screw
l.el
2.468X1.219X.051
066'
1
.75X.75i X.038 1.625X1X.045
PICKETCKET BOTTOM CHANNEL
ALUMINUMFENCING
—
SCANNED
BY
fastened to snap
2X2X.066
plate and bottom
chnnnel, snap
TOP CAP
i
3 SIDEDPOST
I
"
PRINCE
St. Lucie County
plate screw
0.036
RECEIVED
Fastened to
2'post and post5A�
snap, all w/#LOXIl� Snap pinte snaps
hex -head
.050" c-2.OI6'J .065'�
-'
DEVELOPNIENTGFDUP
RIVIERA BEACH RFLL 33404
P:56I-840-3300
APR 15
into 3 sided post
sheet metal screw 2'Post and Snap
1.795X.065
1x1x.036
F:561-655-4621
pp�g
screw fastened
2.016X.050
PICKET
to Bottom Channel
TOP CAP
POST SNAP PLATE
A&Qccff ConcrefwPooLx#18782
Co({eyResirlenrz
ST. Lucie County, permitting
w/g10XIY2 hex -head
SNAP PLATE
4535Narary'a.Avenue,
53 A ,
sheet metal screw
f 5t Ludt, 34983
LotB/River Park
St Lucie Cou.niy, FL
JJ�� 2G�
Ll
r•ENCE 1/5/2018
E