HomeMy WebLinkAboutALUMINUM FENCE DETAILSSTANDARD
FENCE SECTION
STANDARD YARD GATE
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ly li
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75
3�/2�
SS
o +1 4-
elevation
THRUBOLT
01
;4- +,
4.
SO.
CORE DRILL N
-- D 7
concrete
U')
encasement
Use 8000 psi
CONCRETE
]UP
grout
REMOVEA13LE
FENCE SECTION
2.254-L
TO 60' WIDE
0� 5' MAX I
IN
2.25 SU X .095 SLEEVE
GROUND
SHOE MOUNT DETAIL
WALL MOUNT
DETAIL
POOL FENCE SECTION
POOL GATE
POST
SNAP
TYPICAL CAST
TOP WALL MOUNT
TOP CAP
0
P
< �> �
LLJ
z <
Z <
_j 2
ED
TOP CAP SLIDES
INTO WALL MOUNT
0 0
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< at
LJ X
_j <
41
A Ej _j
U-) Cl
3Y2� 4 TEKS
SW I ZIR HE WELD
2 aAPCDNS
\
U
41
------------------
----------------------
ES G" AI) OF lr&T
NECESSARY JUST WHERE
2 #10 S1 ELF X'eT
01 (4-
'T 41
ATTA5H p - * NSI�IE3S,
SLAB WHZE 13 HT ASTj��d
FE30 LATE: SS 4C]JUST
_R WO APPROvEl) ADJUSTMENT
14 TF T NECE NECESSARY
T
EXPANSION
TAPPING MIN. 13%�'
SCREW PENETRATION
V MIN INTO CONCRETE
SPACING'
CU C�_
U`)
L 1
X U
�j < <
PBD-LHTSFOUR
EN RE INTO
CONCRETE A MIrn
ETTNIMUM OF 1 1/2,
CHANNEL SLIDES
INTO WALL MOUNT
0 0
Ld
X U
�U < <
2: (L
J
U TO 6O" WIDE
ALL GATES INCLUDE
NOTE: Aluminum parts shall- be welded with an
inert —gas or resistance welding
L TYPICAL WALL'
�BOTTOM CHANNEL BOTTOM
CONCRETE
lj�
2 EACH SELF -CLOSING HINGES
e din pro. 8. requires a
process. welding
-welding flux shall e used. Filler all
We
MOUNT
5' MAX
IGATE LATCH
c-mPTg with the requirements of standard CAST SHOE MOUNT
(713 O-14 shall be used. All welding of
ALL GATESFORA POOL MUST HATE LATCH MOUNTED 54" FROM THE
structural) aluminum members shall be
performed by certified welders
BOTTOM OF THE GATE.
ON 4FTHIGH POOL GATES, USE MAGNA LATCH OR APPROVED CHILD
SAFETTLOCK.
ALL FASTENERS ARE #IOXY4" CERAMIC COATED (NON -CORROSIVE) SCREWS.
I EXTRUSIONS SHALL USEALLOY6061-T6 OR 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 and
3 /4'
ocii
1.625
4. FOOTING CONCRETE, COMPRESSIVE, STRENGTH SHALL BE MIN 2,500 PSI
IN 28 DAYS.
Snap Plate
F-2;468'
0, 0 3
5. THIS DESIGNMEETS OR EXCEEDSALL APPLICABLE REQUIREMENTS
Q--ft c�
,)Z
Or, 2017FLORIDA BUILDING CODE, 6th EDITION IRESIDENTL4L 107.2.1
1.21
F0
.045
ALUMINUMFENCING
(S 6] .75X.75X.038 1.625XIX.045
PICKET
:Y4'pickets screw
fastened to snap
2.468XI.219X.051
2X2X.066
BOTTOM CHANNEL
plate and bottom
TOP CAP
3 SIDEDPOST
channel, snap
plate screw
PRINCE
fastened to
0.036
2'post and post
snap, all wl#10XIY2 Snap plate snaps
'77 'Ll"795--J
.050-/4 2.01
—IM
DEVELOPMENT GROUP
3608 E. INDUSTRIAL WAY
RIVIERA BEACH, FL 33404
hex —head into 3 sided post
sheet metal screw 2'Post and Snap
2.016X.050
1.795X.065
lxlx.036
P: 561-840-3300
F561-855-4821
DaFa2ccr # 178 92
screw fastened
to Bottom Channel
PICKET
TOP CAP POST SNAP PLATE
wl#lOXlY2 hex —head
SNAP PLATE
3907
sheet metal screw
FaTtP(eroe, FL 34949
Lot725/ -ra*pciv FLat-k
St. Lac,6elCau*-,ty, FL
FENCE 1/5/2016