HomeMy WebLinkAboutFloor Plan & Fence Detailtqoq - a38q
BBQ
POOL
GREAT
ROOM
z4.o' NAw
MASTER
BEDROOM
5'
GUARD
16'-0"
123.5' NAw II
SECTION- F
71'-d°
1st FLOOR Pl
( FENCE AND
O
U
h
POOL do SPA
NOTE:
1. ALL FENCE COMPONENTS TO BE WELDED STRUCTURAL
ALUMINUM WITH NO MECHANICALLY FASTENED JOINTS.
3. ALL FENCING TO BE POWDER —COAT FINISHED.
COLOR: TBD
NOTE:
1. PICKET SPACING TO REJECT 4" DIAM. SPHERE.
2. ALL FASTENERS FOR RAIL ATTACHMENTS TO BE
STAINLESS STEEL.
GUARD
SEE ELEV.
c'
SEC.
N �
wm I"
I
B" CONCRETE
3'_01' ECK ON
COMPACTED
SOIL
o FINISH GRADE
U
w 12.5' NAw
N
TOP CAP ON 2% 2Y2"x Ys"
ALUMINUM PICKET-""
Y2" DIAM. SOLID
ALUMINUM ROD
(TYP)
2"x21)x Ys"
ALUMINUM
PICKET
MINIMUM POST EMBEDMENT=4"
3 Y2" DIAM. x 4" DEEP HOLE
INTO CONCRETE, FILL HOLE w/
CD EPDXY BONDING & GROUTING —
ADHESIVE SIKADUR 32 HI —MOD
HEAVY DUTY GATE LATCH
(MAGNA—LATCH #MLTPS2BGA)
ON EACH SIDE OF GATE.
MOUNTED AT 54" PER POOL CODE.
i�
Y2"DIAM. SOLID PICKETS, 4" O.0
SHALL REJECT 4" DIA. SPHERE
— A uunrtu 3
„ ®EFT AR01T TSSg •D11
N AA#oo3379
Gi ®REVISE $ RESUBMITE) APPROVED
® APPROVED AS CORRECTED ® REJECTED
This reviav is only for general conformance with the design concept of the
p,%ct and general compliance with the information given in the contract
documents. COIoeCt"DI's Or Comments made on the shop drawings during
this rovi;vir do not relieve f, @ Contractor from compliance with the require-
rnnts of the plans Fnd specTcations. Approval of a specific item Shall not
include approvai of an assembly of which the item is a component. Con-
traCtor is raspcnsible for: Dimensions to be cD07ned and Co related at the
job site; Infofrh uon that pe, lain se4sl•;� tD the fabrication processes or to
the means, methods, techniques, sequences and procedures of construc-
dLDA'Mi
: coordination of the wore( of all other trades: and for performing all Work
6ei—i
nd satisfactory manner.
BY:
2" SQ. GATE POSTS
USING 1 /8" ALUMINUM q
CONNECTED TO THE I
STAIRS RAILING CO
FINISH I C\1
GRAB
MINIMUM POST EMBEDMENT= 4"
3 Y2' DIAM. x 4" DEEP HOLE__,,,""
INTO CONCRETE, FILL HOLE W/ 2"
-EPDXY BONDING & GROUTING
ADHESIVE SIKADUR 32 HI —MOD
,-
A_a.A.
FINISH
FLOOR
DETAIL RAILING
ATTACHMENT
HEAVY DUTY SELF
CLOSING GATE HINGES
2" SQ. GATE POSTS
USING 1/8" ALUMINUM
2" SQ. ALUMINUM TUBE
GATE FRAME
7•1y'to
REVIEWED FOR
CODE COMPLIANCE
ST" LUCIE COUNTY
l* r ROCC
3' 01-T'
z
X-2"
3'--10"
GATE DETAIL
POOLDESIGNNET
30 S.W. Sth COURT
POMPANO BEACH FLA 33060
(954) 941-1124
info _Swimmingpoolplan.com
CERTIFICATE OF AUT} bkizATION N.
9871
DESIGN PER FLOWDA. BULMG CODE 454-2
INCLUDING BUT NOT .LIMITED TO
4542.6.E IR4101.6.1 ENTRAPMENT PROTECTION FOR
SUCTION L41EM
464217 RESIDENTIAL SWIMMING BARRIER
REQUIREMENTS
WIYIINM
SAFETY BARRIER COMMENTS
ADDRESSED.
GENERAL NOTES:
1) PLAk5 DESIGNED PER 2017 66 EDITION F,ICC. RESIDENTUAL
CHAPTERS 42 &45 MCI ANS&NSP13, ANSIMSP15;
ANSIIAPSP 7ANSWSPACC 15'
2) iHE.SNE MUSTHAYE UND6NRBED SAND, ROCK SANG
AND ROCK, WITH A M MIMUM BEARING VALUE OF IRD
PSF-
3)THEFOLLOWCTG IS DETERMMED BY RATIONAL ANALYSES.
SOIL CONDITIONS IN THIS AREA HAVE 6EEN:BY PAST,
EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK
OF SIMILAR SIZE AND DEPTH. IF CONDITIONS DIFFER PROIA
CONDITIONS SPECIFIED ABOVE; THIS ENGINEER SHALL BE
NOTIFIED PRIOR TO FURTHER. CONSTRUCTION OF THIS
PROJECT.
4) ALL CONCRETE SHALL CONFORM TO A.C.13TB-11.
CONCRETE SHALL HAVER. MINIMUM COMPRESSWE
STRENGTH: OF3,000 PSI FORPNEUMATICALLY PLACED
CONCRETE (GUNTIEISHOTCRETE)
5)ALLREINFORCNG STEELSHADBE WMT EDIATE GRADE
DEFORMED BARS ORNEW.BILLET STEEL CONFORMING TO
A:T.S.M.-IS. STEEL SHALL BE BENT, LAPPED, AND PLACED IN:
ACCORDANCE WITH A.C.I. STANDARDS AND
SPECIFICATIONS. -
6) PIPING: ALL POOL PipQ4G SHALL BEAR THE NSF.FLV
SEAL OF APPRWAL AND SHALL BE SCH:DULE 40'P.VG
MiM POOL PIPING TO COMPLY Willi F21.0,_ POOL
Equ_P "T TO APPLY TO F-B.C.
7) WATER SUPPLY AND•DWCSAL SHALL BE.SO ARRANGED
THATTHERE IS NO CROSS CONNECTION WITH "A
DOMESTIC WATER SUPPLYCR WATER OLSPOSALSYSTEM
AND SHALL MEETALL REQUIREMENTS :INFSL.
B) EfSUIPOTFNTIAL BO,ND:NG GRID -SHALL `B D4STALLED PER
2014 NEC SECTION 6M.26(C)
"
�lti �Rtttg�
ro.44.
:per
•• 4
y/
ONA;
B. N. AKERS
P.L 6861119
FLOOR PLAN AND FENCE DETAIL
TITLE
LOT # 2 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4416 N. HWY A1A
FT. PIERCE FL 34949
SCALE NITS
DATE 01/16/2020
PAGE 2 OF 3
TOP CAP ON 2'x 2Y1'x Jr
1111MINIIM PIfYIFT7
9
5 2•�
X. DIAM,
ALUM(rm) U
(TIP)
2
MINI
PICKEI
ISH F
ELEV. SECTION- A
I
FINIS
SOLID
1 ROD
M
.00R
TOP CAP ON 2'x
ALUMINUM P
W DIAM. SOLID
ALUMINUM ROD
(TYP)
ELEV. SECTION- B
FLOOR
3'-11' t 3'-111" T 3'-1fi' I
ELEV. SECTION- C
iOLID
ROD
OR
OUD
ROD
DR
tLtV. StC:I IUN- I -I
ALUMINUM PICK '
WDIAM. SOIlO
INUM RODISMIN N
CKET
�I a, SH FLOOR
i 4'-0' I 4'-0° 4'-0'� 3'-11i° ! 4'-Di° I 4' G)' f 4'-01" t 4'-Di•�
ELEV. SECTION- D 2° ELEV. SECTION- E
1'x1'ALUMINUM
TOP CAP ON 2'x 2)rx 16' ESH WELDED
NOTE: 1. ALL FENCE COMPONENTS TO BE WELDED STRUCTURAL ALUMINUM PICKET COLOR RNLINC
OTE*HATCH
ALUMINUM WITH NO MECHANICALLY FASTENED JOINTS.
1. PICKET SPACING TO REJECT 4' DIAM. SPHERE. Yi' DIAM. SOLD 1�
3. ALL FENCING TO BE POWDER —COAT FINISHED. ALUMINUM ROD .1-DIAM. SOLID PICKETS, 4' O.C,
2. ALL FASTENERS FOR RAIL ATTACHMENTS TO BE FOR: TBD (TYP) ALL REJECT 4' DIA. SPHERE
STAINLESS STEEL
ON 27x 2Xi x)E'
.ALUMINU ICKET
;OLID
ROD
n
9
I
i2Ti21 �I�
•NUM
CKET FOR
lE
'x2'X
MI M
CONCRETE
�1'-5}' 2'-6S•—�I D CK ON
----3'-0,—{ COMPACTED
SOIL
ELEV. Ep FOR
,gam LIANCE
ST. LUCIE COUNTY
BOCC
POOLDESIGN.NET
30 S.W. Sth COURT
POMPANO BEACH FLA 33060
(9M);941-1124
info@swimmiMpoolplan.com
CERTIFICATE OF AUTHORIZATION N.
9871
DESIGN PER FLORIDA. BULPING CODE 45C2
INCLUDING ,BUT NOT LNITTED TO
4542,6.61R4101.6.1 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
4S42.17 RESIDPNT14LSWMMING BARRIER
REQUIREMENTS
REYENWIl
SAFETY BARRIER COMMENTS
ADDRESSED
GENERALNOTES:
1) PLANS DESIGNED PER 2DI76h EDITION F.B.C. RESIDENTIAL
CHAPTERS 42d45&ndANSVNSPI3,ANS6TISP15,
ANSIiAPSP 7,ANSUAPSPA& 1S
2) THE SITE MUST HAVE l7NDLSTURBED SAND, ROCK, SAND
ANDROCK; WITH AMINIMUM BEARING VALUE OF 150D
PSF.
$)THE FOLLOWING 13 DETERMINED BY RATIONALANALYSIS.,
SOIL CONDITIONS IN THIS AREA HAVE BEEN BY PAST
EXPEfilET10E:CAPAB? E OF SUPPORTING A POGL AND DECK
,.
OF SiMMR S�.A71D DEPTH. G COND1nCNSOfFFER FROM
CONDITIONS SPECIFIED ABOVE, THr ENGINEER SHALL BE
NO7IRED PRIORTO.FURIH;R CONSTRUCTION OF THS
PROJECT-
4) ALCCC,4CRETE SHAL1 CONFORM to A.C:131041-.
CONCRETESHALI.HAVE? MmiNmUMCOMPRESSIVE
STRENGTH OF S,OBD PSTFOR PNEUMATICALLY PLACED
CONCRETE (OUNITEISHOTCRETE)
5) ALL REWFoRCPIG STEEL SHALL B E.INTER_MEDIATE GRADIE
DEFORMED. BARS OR -NEW BILLET STEEL CONFORMING TO
..
A:TSA1.715. STEEL SHALLBE BENT, LAPPED, AND PLACED IN
ACCORDANCE WITH AC.L STANDARDS.AND
SPECIFICATIONS.
PIPING: ALL POOL PIPING SRALL BEAR THE NSF.P*
SEAT: OF APPROVAL AND SPRLL. BE SCHEDULE 40 PN.C.
MPi: POOL PIPPIG TO COMPLY W RH F.B.0 . POOL
EQUIP161EM TO APPLY TO F.B.C.
TI WATER SUPPLY AND, DISPOSAL SMALL BE SO ARRANGED
THAT THERE IS NO CROSS CONNECTHIN WITH A
DOMESTM WATER SUPPLYOR WATER DISPOSAL SYSTEM
AND SMALL MEETALL REQUIREMENTS INF.B.C.
e) EWPCTTENTWL. BONDNG GRID. SHALL BE MSTALLED PER.
M14 NEC SECTION ff6Q,26(C)
f
684
r
of04
®. N. AKEW
P.E. 6wY
FENCE ELEVATION
TITLE
LOT # 2 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4416 N. HWYAIA
FT. PIERCE FL 34949
SCALE NITS
DATE 01/16/2020
PAGE 3 OF 3