HomeMy WebLinkAboutFence Detail - A&G - RoafUse 0000 psi Q„
Grout
IN
GROUND
SHOE MOUNT DETAIL
I
f
I I
I ! I
f I
I I
SIDED POST
LYT SNAP
I I.
i
5 if TEKW RES
S NECE3EIGkT ADJUST In �7TLI
SARY SiDOr pF DST
ATTACH PLATE Tp WHERE NO HT CASTING
TSLAB/FCUTE W1TFlAFpRt ED NEcESSARY ADJUSTMENT
11 EXPANSION 8
CONCRETERATE INTOS Yh'
A MININUN a, -
NOTE: Aluminum rls shall be welded with an
Inert. -gas -shielded arc .or resistance welding
process. No weldin�process that requires a
welding fluxstealq e used. hiller alloys
complyying Wi b the requirements of the standard CAST SHOE MOUNT
structu0rai} aluminum m meu b,rswshujllgbef
performed by certified welders
ASSEMBLY
Top Cap and
Snap Plate_
REM❑VEABLE FENCE SECTI❑N
3/'pickets screw
Fastened to snap
plate and bottom
channel, snap
plate screw f —'
Fastened to
2'post and post
snap, all w/#lOXli'2 Snap plate snaps
hex head into 3 sided post
sheet metal screw 2"Post and Snap
screw Fastened
to Bottom Channel
w/#10Xli'2 hex -head
sheet metal screw
`I SS
2.25"
2.25 SO X .095 SLEEVE
WALL MOUNT DETAIL
TYPICAL CAST
1 TOP WALL MOUNT
TOP CAP �I
TOP CAP SLIDES III d O
INTO WALL MOUNT l
2 en.
2 ea. #10 SELF YTAPCONS
TAPPING MIN- 112'
SCREW PENETRATION
2 1' MIN. INTO CONCRETE
SPACING
CHANNEL SLIDES
INTO WALL MOUNT
TYPICAL CAST
BOTTOM CHANNEL BOTTOM WALL
MOUNT fl�0 0
2.468X1.219X.051
TOP CAP
�I
2.016X.050
TOP CAP
SNAP PLATE
LF1
Q
W
J
U
it -
METAL
2X2X.066
3 SIDEDP❑ST
065"
—1.795"
1.795X.065
POST SNAP PLATE
STANDARD FENCE SECTI❑N
POOL FENCE SECTI❑N
a,n�f3
.75X.75X.038
PICKET
l'
0.03*-�LLJ -
C�
] xlx.036
PICKET
045
1.625X1X.045
BOTTOM CHANNEL
STANDARD YARD GATE
ALL GATES INCLUDE:
2 EACH SELF -CLOSING HINGES
I GATE LATCH
ALL GATES FORA POOL MUST IIAVE LATCH MOUNTED 54" FROM THE
BOTTOM OF THE GATE.
ON 4FT HIGH POOL GATES, USE MAGNA LATCH OR APPROVED CHILD
SAFETYLOCK.
ALL FASTENERS ARE #IOXY4" CERAMIC COATED (NON -CORROSIVE) SCREWS
1. EXTRUSIONS SHALL USE ALLOY 6061-T6 OR 6005-T5
2. THE CONTRACTOR SHALL INSULATE DISSIMILAR METALS TO PREVENT
ELECTROLYSIS.
3. FENCE HE, FOR POOL SHALL. BE 48" MINIMUM.
4. FOOTING CONCRETE COMPRESSIVE STRENGTH SHALL BE MIN 2,500 PSI
IN 28 DAYS.
5_ THIS DESIGN MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS
OF 2017 FLORIDA B UILDING CODE 6th EDITION / RESIDENTIAL 107.2.1
F-'
ow
■e
PRINCE
DEVELOPMENT GROUP
3608 E. INDUSTRIAL WAY
RIVIERA BEACH, FL 33404
P: 561-840-3300
F. 561-855- 4821
Afr(i (Roa f) # 20209
7683 Pe.UzcL vPo-CvlteiDr.
Jevl6an.�eacYl FL 34957
Lot VPaUca.w Po;4 , ter West
City of St Lu.ci,e�Co:, FL
ALUMINUM FENCING
FENCE 1/5/2018