HomeMy WebLinkAboutBuilding PlansTOP CAP ON 2"x 2Y2'x Y
ALUMINUM PICKET
Y2" DIAM. SOLID
ALUMINUM ROE
(TYP)
2„x2"x 3'a„
ALUMINUM
PICKET
FINISH FLOOR
ANGLE 4" L.G. (EACH SIDE)
w/(2) )CST/ST. ULTRACONS
w/1 %"MIN. EMBEDMENT
'\1 O 3"MIN. & 1 $"MIN. EDGE DIST.
(1 )r EDGE DISTANCES
I TANCE O 3 CEMBED.
ANG(TYP))
O
v o
M
o �
o �
O
M N
P
MINIMUM POST EMBEDMENT=4"
3 Y2" DIAM. x 4" DEEP HOLE
INTO CONCRETE, FILL HOLE w/
EPDXY BONDING & GROUTING 4
ADHESIVE SIKADUR 32 11HI—MOD P
p 6(a 11l 2b �
RiEWED �® TAIL RAILING
CODE COS �-IAfACHMENT
ST. L UCIE��;OU
B®v�As
j�$"DIAM.. SOLID PICKETS, 4" O.C.
Upsj SHALL REJECT 4" DIA. SPHERE
TOP CAP ON 2"x 2Y2"x )b" CONCRETE
ALUMINUM PICKET COLUMN
HEAVY DUTY SELF .a
CLOSING GATE HINGES
2" SO. GATE POSTS
USING 1/8" ALUMINUM
2" SQ. ALUMINUM TUBE
- GATE FRAME v
2"x2"x )V
ALUMINUM
PICKET
(2) Y4" S.S KWIK CONS w/ 1 3'4" MIN. EMBED.
1, )4' EDGE DISTANCE ® 3" O.C.(PER ANGLE)
MINIMUM POST EM®EDMENT= 4"
'3 Y2" DIAM. x 4" ®EEP HOLE
INTO CONCRETE, fIEL HOLE w/ ^
EPDXY BONDING & GROUTING _
ADHESIVE SIKADUR 32 HI —MOD 3.4"
2"x2"xW)VALUMINUM
ANGLE 0 24" MAX.
OONNECTION AN IB
wA3) Y4"S.S SMS or SELF DRILLING I;;gTE DETAIL
SCREW or WELDED
—" SQ. GATE POSTS
USING 1/8" ALUMINUM
PLAN VIEW
GATE CONNECTION
TO WALL
1'-0"
3'-11'-0"
ss
i On
"o
w
co
HEAVY DUTY GATE LATCH
(MAGNA-LATCH #MLTPS28GA)
ON EACH SIDE OF GATE.
TED AT 54" PER POOL CODE.
CONCRETE
lorr C U
PICKET
HEAVY DUTY
ELF CLOSING
GATE HINGES
¢"DIAM. SOLID PICKETS, 4" O.C.
SHALL REJECT 4" DIA. SPHERE
2" SO. GATE POSTS
USING 1/8" ALUMINUM
CONNECTED TO THE
STAIRS RAILING
FINISH
r9NIMUM POST EMBEDMENT= 4
�__3)¢" DIAM. x. 4" DEEP HOLE
INTO CONCRETE, FILL HOLE w/
EPDXY BONDING & GROUTING
ADHESIVE SIKADUR 32 HI —MOD
CLUBROOM/
OFFICE
LIVING DINING
za.o' Nnw
KITCHEN
POOL
TERRACE
23.5' NAw
ro
I
N
15t.
GRADE
NAVD
POOL & SPA
-10"
PLAN
AND GATE)
7'-10"
PDOLDESIGN.NET
308.W. 51hCOURT
POMPANO BEACH :FLA 33D60
(954) 941 1124
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FENCE ELEVATION
TITLE
LOT # 9 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4500 N. HWY AIA
FT.PIERCE FL 34949
SCALE NTS
DATE 01/21/2020
PAGE 20F3
ELEV. SECTION- A2
ELEV. SECTION- B TOP cAP ON 2,K,K x•
ALUMINUM PICKE'f-1,,
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ELEV. SECTION- C
DIAM. SOLID
INUM ROD
rz'. 1p
JMWUM
CKET
AI FLOOR
IUM PoLTIET
TOP
Ai DIAM. SOLID PICXM,,
I SHALL REJECT 4' DIA
TOP CAP ON YK A,X
ALUMINUM PCKET )y' r-o
MINIMUM POST EMBEDMENT-
A' DIAM. x e DEEP HOLf
DIAM. SOLID
OMINUM ROD
P)
TOP CAP ON
20 O T Jr
12'
25Q•z M' ALUMINUM
AND 12' 1REM5 PICKET lPACINO TO
REJECT E' DIAM. SPHERE
MINIMUM POST 19490 MENT- e
ELEV. SECTION- D
ELEV. SECTION -Al
NOTE
1. PICKET SPACING TO REJECT a DIAM. SP
2. ALL FASTENERS FOR RAIL ATTACHMENTS
STAINLESS STEEL
NOTE:
1. ALL FENCE COMPONENTS TO BE WELDED
ALUMINUM VATH NO MECHANICALLY FASTE
2. ALL, FENCING TO BE POWDER -COAT FINIS
COLOR: TIED
TOP CAP ON 2'S 2rx W
ALUMINUM PICKET 1
ELEV. SECTION- E
DIED
OEM I
DEq(
)
ELEV. SECTION- F
1§'DIAM. SOLID PICNETS,
' O.C.
SHALL REJECT 4' DIA
HERE
AIUNC
TOP CM OH
2YA'. 76'
FLOOR
POOLOESION.NET
30 5VV._ 51f1 COURT
POMPANO BEACH F A =D
MAI 941 4124
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FENCE ELEVATION
ME
LOT # 9 VENETIAN ADMINISTRATION LLC
DESORPTION
4500 N. HWY AIA
FT.PIERCE FL 34949
SCALE NTS
01/21/2020
PAGE 30F3
f;
PROPERTY �`� ',
JS4
j C.C.C. L.
48 R. 'N.
R, 6 in.
LU
Z
i / s
X c / :5 NAVIDID
a
CL / / "— "- - m — PROVIDE LANDSCAPE BARRIER
a +24 NAV AROUND POOL EQUIPMENT +6" MIN.
ABOVE EQUIP
N 36" HIGH CROTON PLANTS
z @ 24" O.C. MIN
� J
POOLGLJARD A.LARIVIS IN an.
POOL 8 SPA In. W
a
a
LOT 9 s
I I �
M
PRO �RtY 41N .III
g4 g.°M
MIN. SETBACK REQ
rRONT_--
SI0'ES__
C.'NR SIDES
REAR_
ZNG.
TECH.
)�' r.
Yuf C,l LSI�iNhLL'
POOL
SIGN.NET
30 S.W
5th COURT
POMPANO
ACH FLA 33060
(954
41-1124
nfc@swim
ngpoolplan.com
CERTIFICATE O
AUTHORIZATION N.
871
DESIGN PER FLORIDA SUI
ING CODE 454 2
INCLUDING BUT NOT LIMIT
TO
454.2.6S/R4101.6.1 ENTRA
IENT PROTECTION FOR SUCTION
INLETS
454.2,17 RESIDENTIAL.SWI
ING BARRIER REQUIREMENTS
RE
ISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 201
tL EDITION F.SC, RESIDENTIAL
CHAPTERS 42 645 and ANSi/F
PI 3, ANSI/NSPI 5,
ANSI/APSP 7,ANSI/APSP/ICC 1
2)DESIGN IS BASED ON RECON
IENDATIONS FROM SOILPROBE
ENGINEERING$ TESTING INCREPORT
DATED AUGUST 29th,
2019. IS ATTACHED. ALL REC
MMENDATIONS FOR SITE
PREPARATION $HALL BE FOL
ONED PER SOIL REPORT. IF
CONDITIONS DIFFER FROM C
DITIONS SPECIFIED ABOVE, THIS
ENGINEER SHALL BE NOTIFIF
PRIOR TO FURTHER
CONSTRUCTION OF THIS PR
CT.
3) ALL CONCRETE SHALL CON
RM TO ACJ 318'11, CONCRETE
SHALL HAVE A MINIMUM CO
RESSIVE STRENGTH OF 3,000
PSI FOR PNEUMATICALLY PL
CED CONCRETE (GUNITE/
SHOTCRETE)
4) ALL REINFORCING STEELS
LL BE INTERMEDIATE GRADE
DEFORMED BARS OR NEW
LET STEEL CONFORMING TO
AT S M: 15, STEEL SHALL BI
BENT, LAPPED, AND PLACED IN
ACCORDANCE WITH AC.I. S
NDARDS AND SPECIFICATIONS.
5) PIPING: ALL POOL PIPINGS
LL BEAR THE N.S,R. PW SEAL OF
APPROVAL AND SHALL BE
FIEDULE 40 P,V.C. MIN. POOL
PIPING TO COMPLY WITH F.I
C, POOL EQUIPMENT TO APPLY
TO EB.C,
8) WATER SUPPLY AND DISK
AL SHALL BE SO ARRANGED
THATTHERE IS NO CROSS
NNECTION WITH A DOMESTIC
WATER SUPPLY OR WATER
ISPOSAL SYSTEM AND SHALL
MEET ALL REQUIREMENTS
I F.B,C.
EQUIPOTENTIAL BONDING
ID SHALL BE INSTALLED PER 2014
NEC SECTION 680.26(C)
®tllll/fej
PKERS, °000
0
6344
s'•O �.
-ITC of
.
�O(
,ems•
P.
68449
SITE PLAN
TITLE
LOT 9 VENETIAN
DMINISTRATION LLC
DESCRIPTION
4600 N
HWY A1A
FT. PIER
- FL.34949
Scale: 11
201t. Oin.
DATE 2/
2020
PAGE 1
1F 5
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