HomeMy WebLinkAboutFloor Plan & Fence Detail6
"I Si I-LUUK I-'LAIV
( RAILING AND GATE)
2" SQ. GATE POS CONCRETE
USING 1/8" ALUMINUM or CMU
2"x2"x )V
ALUMINUM_
PICKET
HEAVY DUTY
SELF CLOSING
GATE HINGES
Jg" V 1-4-1 (Typ)
GATE CONNECTION
TO WALL
HEAVY DUTY GATE LATCH
(MAGNA—LATCH #MLTPS2BGA)
ON EACH SIDE OF GATE.
MOUNTED AT 54" PER POOL CODE.
Y"DIAM. SOLID PICKETS, 4" O.0
SHALL REJECT 4" DIA. SPHERE
2"x2"x*"ALUMINUM
ANGLE 4" L.G. (EACH SIDE)
wA2) Y4"ST/ST. ULTRACONS
w/1 -Y4"MIN. EMBEDMENT
® 3"MIN. & 1 X"MIN. EDGE DIST
Y4" S.S KWIK CONS w/ 1 �7'4
" EDGE DISTANCE ® 3" O.C.(
2" SQ. GATE POSTS —�I—
USING 1/8" ALUMINUM q
CONNECTED TO THE
STAIRS RAILING
N
MINIMUM POST EMBEDMENT= 4"
3 Y2" DIAM. x 4" DEEP HOLE
in
INTO CONCRETE, FILL HOLE w/ 2" 1z
EPDXY BONDING &' GROUTINGf:�--X-412V3'-
ADHESIVE SIKADUR 32 HI —MOD
4'-0"
GATE DETAIL
>I
NOTE:
1. ALL FENCE COMPONENTS TO BE WELDED STRUCTURAL
ALUMINUM WITH NO MECHANICALLY'FASTENED JOINTS.
2. ALL FENCING TO BE POWDER -COAT FINISHED.
COLOR: TBO
NOTE:
1. PICKET SPACING TO REJECT 4" DIAM. SPHERE.
2. ALL FASTENERS FOR RAIL ATTACHMENTS TO BE
STAINLESS STEEL.
��O �, L 57OFFY ARC �� AAFA1DWB
105
AA=3379
APPROVED ® REVISE & RESUBMIT
APPROVED AS CORRECTED ® REJECTED
This review°;:only for general conformance With the design concept of the
prCN 9ctans r rmet-1 compliance wb the Information given In the contract
dcLon£rl.' 2ctians or comments made on the shop drawings during
ty revita doJ ct re'II2ve tha coH tractor from compliance With the require-
I.� B RT a far:.s End sps 'sf: tians. Approval of a gpeel5c Item shall not
%I � ppro&, of an assembly of which the item
I1NIs a component Cm
er is responsible for: DiIu nsions to be conf7mod and correlated at the
job to Irk .1viioiT tiet pertains scleiy l0 the fabrcation processes or to
fire ;nearls, med Dcs, techniques, sequences and procedures of constn c
and for performing a9 Work
ton: in-
.,,onof iho 1-eork of all other lrvdss:
in a safe and satisfacicry manner.
64
DAT4a"a BY: . -
99o9-03*
HEAVY DUTYEF
CLOSING GATE HIot
2" SQ. GATE POSTS
USING 1/8" ALUMINUM
2" SQ. ALUMINUM TUBE
GATE FRAME
(2) Y4" S.S KWIK CONS w/ 1 %" MIN. EMBED.
1 X" EDGE DISTANCE 0 3" O.C.(PER ANGLE)
2"x2"xlb"ALUMINUM
ANGLE @ 24" MAX.
CONNECTION ANGLE —TUBE
w/(3) Y4"S.S SMS or SELF DRILLING
SCREW or WELDED
TOP CAP ON 2"x 2Y2% Y8"
ALUMINUM PICKET
Y2" DIAM. SOLID
ALUMINUM ROD
(TYP)
rf'
2"x2"x Y8" It
ALUMINUM � o
PICKET O M
FINISH FLOOR °
MINIMUM POST EMBEDMENT=4" a 4 ¢
3 N' DIAM. x 4" DEEP HOLE
INTO CONCRETE, FILL HOLE w/
EPDXY BONDING & GROUTING
ADHESIVE SIKADUR 32 HI —MOD
DETAIL RAILING
ATTAC H M E N T
POOLDESIGNMET
30 S.1N. 5th COURT
POMPANO BEACH FLA 33DBO
(954) 941-1124
inf.o@swimmingpoolplan.com
CERTIFICATE OF AUTHORIZATION N.
9871
O IGNPER FLCRDA. BUILDING CODE 4542
UD* BL7T NOT.LOATTED 70
�t�.:
..
54 /R4tOt61 ENTRAPMENT PROTECTION FOR
SU. i9ILETS
4542.11" RE50EMTIAL SWIMMING BARRIER
REQUIREMENTS
BAFETY BARRIER COMMENTS
ADDRESSED
GENERAL NOTES:
1) PLANs DESIGNED PER 211176th EDITION F.B.C. RESIDENTIAL.
CHAPTERS 42 845 sr d ANSUNSPI 3, ANSVNSPI S.
ANSVAPSP 7AN.SUAPSPACC 15
2) THE SITE MUST HAVE UNDISTURBED SAND, ROCK, SAND
AND ROCK, WITH A MINMUM BEARING VALUE OF ISO
PSF.
3)THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS.
SOIL. CONDITIONS IN THIS AREA HAVE BEEN BY PAST
EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK
OF SIMILAR SIZE AND DEPTH. IF CONDITIONS DIFFER FROM
CONDITIONS SPECIFIED ABOVE, THIS, ENGINEER SHALL BE
NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS
PROJECT:
4) ALL CONCRETE SHALL CONFORM TO AC.131841.
CONCRETE SHALL HAVE AMN MUM COMPRESSIVE
STRENGTH OF 3 000 PSI FOR PNEUMATICALLY PLACED.
CONCRETE (GUNaFJSHOTCREIE)
5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE
DEFORMED BARS. OR NEW BILLET STEEL CONFORMING TO
A.TSJM_45: STEEL SHALL BE BENT,' LAPPED,AND PLACED IN
_. -..
._
ACCORDANCE VJIhL'AC.L STANDARDS AND
SPECIFICATIONS.
9) PIPING: ALL POOL PIPING SHALL BEAR THE NS.T:.I'ly
SEAL OF -APPROVAL. AND SHALL BE SCHEDULE 40 P:V.C.
-MCl. POOL PIPING TO COMPLY WDH F.B.C. POOL
ECUiP MENTTO APPLY TO F9.C:
T) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED
THAT THERE:IS NO CROSS CONNECTION WITH
DOMESTIC. WATER SUPPLY OR WATER DISPOSAL SYSTEM
AND SHALL MMEETALL REQUIREMENTS IN P.B-C.
B) EQU—POTENTIAL BONDINGGIOD SHALL BE INSTALLED PER
2014 NEC SECTION 68112G(C).
',Af0.6844ig � r
r
a. III MER8
P.L 48449
FLOOR PLAN AND FENCE DETAIL
WILE
LOT # 1 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4410 N. HWYAIA
FT. PIERCE FL 34949
SCALE NTS
DATE 01/16/2020
PAGE 2 OF 3
t (C,L, e (Ro I- 05LI C)
TOP CAP ON
I I V DIAM. SOLID
ALUMINUM ROD
(n'P)
Yx2'x J
MINUM
PICKET
ISH FLOOR
ELEV. SECTION- A 70P CAP ON 2'x
ALUMINUM F
ELEV. SECTION- B
12'-2°
TOP CAP ON 2'x 2)ti'x 15'
ALUMINUM PICKET
Yi DIAM. SOLID
r
U
4'0° 4'-0"�
ELEV. SECTION- C
ELEV. SECTION- G
UM ROD
M
LOOR 1
)r DIAM. SOLID
ALUMINUM ROD
(TYP)
4'x2'x )r
.ALUMINUM
PICKET
FINISH FLOOR
SECTION- F
2'x2'x 16'
ALUMINUM
PICKET
9 RISER O 7 15
AND 12' TREADS
3'4- a''-10° 4'0°
4'
ELEV. SECTION- E
M. SOLID
L<M,NUM
ROD
TOP CAP ON 2'x 2)rx Ir
LANDING ALUMINUM PICKET
FINISH
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE��ooC�®UNTY
BOCC
;OUD
ROD
9 RISER O 7 Y4
AND 12' TREADS
Yx2'x X ALUMI
OR PICKET SPACING
REJECT 6' DIAM.
ELEV. SECTION- D
or CMU
SOLID PIDIA4' O.C.
. SPHERE
TOP_CAP Y'x 21S x 1
GATE
2'x2'x
ALUMIN
PI
1 .. .a 21°
6' CONCRETE
DECK ON
COMPACTED
SOIL
NOTE,
1 1 I 1. ALL FENCE COMPONENTS TO BE WELDED STRUCTURAL
tea'-tt° I a-tt° 3-tf' y a tt° f a-t1° a-tt — r ALUMINUM WITH NO MECHANICALLY FASTENED JOINTS
ELEV. SECTION- H 2- ALL FENCING TO BE POWDER —COAT FINISHED.
COLOR: TBD
)OLID
ROD
NOTE
1. PICKET SPACING TO REJECT C DIAM. SPHERE
2. ALL FASTENERS FOR RAIL ATTACHMENTS TO BE
STAINLESS STEEL
OR
4-2' 4-2' I 4'-2° + 4'-2° + 4'-2"�
ELEV. SECTION- I
POOLDESIGN,NET
30 S.VV: 5th. COURT
POMPANO BEACH FLA'33060
(954), 941-1124.
info@sWimmingpoolplan,com
CERTIFICATE OF AUTHORIZATION N.
9871
DESIGN PER FLORIDA BUILDING CODE 454.2
INCLUDING BUT NOT LIMITED.70
45426.E iR4101-6.1 ENTRAPMENT PROTECTION FOR
SUCTIONIMLETS
4542.17 RES6)EN IAL SWIMMING, BARRER
REQUIREMENTS.
R'EY�OV�
AVID
SAFETY BARRIER COMMENTS
ADDRESSED
GENERAL NOTES:
1) PLANS DESIGNED PER-2017 6BI EDITION F.B.C, RESIDENTIAL
CHAPTERS 42 a 45-d ANSLNSP13, ANSRNSPI 5,
ANSUAPSP 7,ANS17APSPACC 15
2) THE SITE NIUST HAVE UNDISTURBED SAND, ROCK, SAND
AND ROCK, W BIt A MINIMUM BEARING VALUE OF 1$1H)
PSF.
31 THEFOLLOW RIG IS DETERMINED BY RATIONAL ANALYSIS.
SOIL CONDMONS IN THIS AREA HAVE SEEN BY PAST
EXPERENCE CAPABLE OF SUPPOR'TIIIG A POOL AND DECK
OFSMILAR'SIZE AND DEPTH. IF CON[t=NS DIFFER FROM
CONDITIONS SPECIFIED ASOVE, THE ENGINEER SHAD, BE
NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS
PROJECT.
4) ALL CONCRETE SHALL CONFORM TDA.C.i ma-11.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3.OM PSI FOIL PNEUMATICALLY' PLACED
CONCRETE tGUNITEXSHOTCRETE)
5)ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE
DEFORMED BARS OR NEW. B=- STEEL CONFORMLNG TO
ATSM,15. STEEL SHALL BE DENT, LAPPED; AND PLACED IN
ACCORDANCE W HH AC.L STANDARDS AND
SPEGFiCARONS:
6) PMkG: ALL POOL PPING SHALL BEAR THE NSF.-PW
SEAL OF APPROVAL AND S14ALL BE SCHEDULE 40 P.V.C.
MEN. POOL PIP94GTO COMPLY WITH F.O.C. POW_
EOUPMENT TO APPLY TO F.B.C.
71 WATER SUPPLY AND DEPOSAL SHALL. BE 50 ARRA NGED
TRATTHERE I$ NOCRO55 CONNECTION WDIN A
DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM
AND SHALL t,7EETALL REQUIREMENTS IN F.B.C.
6). EOUIPOTENTTAL BONDING GRID SHALL BE INSTALLED PER
2014 NEC SECnON. 680.26(C,')
+`i� ANeii
EN�n•.cP �e�.
-ZO .�
EN0 �k
IL N. AKERS
P.L 65"S
FENCE ELEVATION
THE
LOT # 1 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4410 N. HWYA1A
FT. PIERCE FL 34949
SCALE NTS
DATE 01/16/2020
PAGE 3 OF 3