HomeMy WebLinkAboutFloor Plan & Fence Detail5,_ j,. t fi,_c„
1ST t-LUUK VILAN
( RAILING AND GATQ
2" SQ. GATE POS NCRETE
USING 1/8- LUMINUM/o� CMU
2"x2"x
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.
Y2"DIAM. SOLID PICKETS, 4" O.0
SHALL REJECT 4" DIA. SPHERE
2"x2"x7g"ALUMINUM
ANGLE 4" L.G. (EACH SIDE)
w/(2) Y4"ST/ST. ULTRACONS
w/1 -4"MIN. EMBEDMENT
® 3"MIN. & 1 )CMIN. EDGE DIST
Y4" S.S KWIK CONS w/ 1 %"
' EDGE DISTANCE ® 3" O.C.(
< G o.4. 4 4
4! ..
2" SQ. GATE POSTS -{-
USING 1/8" ALUMINUM q
CONNECTED TO THE
STAIRS RAILING
N
MINIMUM POST EMBEDMENT— 4"
-4 Y2" DIAM. x 4" DEEP HOLr
INTO CONCRETE, FILL HOLE w/ 2"J fj---X-4i"-
EPDXY BONDING & GROUTING
ADHESIVE SIKADUR 32 HI —MOD 3'-6"
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: TBD
NOTE:
1. PICKET SPACING TO REJECT 4" DIAM. SPHERE.
2. ALL FASTENERS FOR RAIL ATTACHMENTS TO BE
STAINLESS STEEL.
MI � B 8 0FFT ARCUM T ECTS, PDT
MM03ih AFMII105
APPROVED REVISE & RESUBMIT
APPROVED AS CORRECTEDT REJECTED
'Ttils ravlav its only for general conformance wilih the design concept of the
pmpct and general oompl ence vvith the information given in the contract
dczur ants. Coacmin-ins or comments made on the shop.dravrings durt,.Ig
Us mvimv do not relieva the contractor from compliance With the ragWra-
r $he plans and specifications. Approval of a 2pecific Rom shall not
�,.,c,,;D of Er. assembly of tvhlch the item is a component. Coco
-7, r J
tractor is res.}�Ion ible for. `irranslons to be conflmmed and correlated at the
; gd,O; tnfi,,j,,V'R n ihat pertains solely to the fabrcaton procas cos or to
The means, Imsf1^1s, teatirigN�as, ssquences and pmcadures of con3h. c-
ton: coordinewn of the wall of all other trrides: and for perto-,Tlillg ail =A
in a safe and satisf-a1ctooy manner.
DATE , BY: 6, X
REVIEWED FOR
CODE COMPLIANCE
ST" LUCIE COUNTY
CONCRETE BOCC
or CMU
HEAVY DUTY SELF 7/1
CLOSING GATE HINGESq J.W
2" SQ. GATE POSTS
USING 1/8" ALUMINUM
2" SQ. ALUMINUM TUBE
GATE FRAME
(2) Y4" S.S KWIK CONS w/ 1 %1" MIN. EMBED.
1 Y2" EDGE DISTANCE @ 3" O.C.(PER ANGLE)
2"x2"A"ALUMINUM
ANGLE ® 24" MAX.
CONNECTION ANGLE —TUBE
w/(3) Y4'S.S SMS or SELF DRILLING
SCREW or WELDED
TOP CAP ON 2% 2Y2% Y8"
ALUMINUM PICKET ;
Y2" DIAM. SOLID
ALUMINUM ROD
(TYP) °
2%2% Y$" D
ALUMINUM
PICKET D CV)
FINISH FLOOR °
M t;t
N
MINIMUM POST EMBEDMENT=A4.3 N' DIAM. x 4" DEEP HOLE
INTO CONCRETE, FILL HOLE EPDXY BONDING & GROUTINADHESIVE SIKADUR 32 HI-M
DETAIL RAILING
AT
1q09- 0,�$8
POOLDESIGN.NET
30 S.W. 5th COURT
POMPANO BEACH FLA 33060
(954) 941-1124
info@swim mingpoolplan.com
CERTIFICATE OF AUTHORIZATION N.
9871
DESIGN PFRFLdPMA BUILDING CODE 4S4.2
DICLUDING BUT NOT LIMITED TO
454.2.6.6 IR4101.B.1 ENTRAPMENT PRomcn )N FOR
SUCTION INLETS
4542,1T RESIDENTIAL SWIMMING BARRIER
REQUIREMENTS
REVIISN s
���
SAFETY BARRIER COMMENTS
ADDRESSED
GENERAL NOTES:
1) PLANS DESIGNED PER 2017 M EDITION F.B.C. RESIDENTIAL
CHAPTERS 42 & 4Said ANSYNSPI 3, ANSINSP15,
ANSIIAFSP TANSUAPSPACC 15.
2). THE SITE MUST HAVE. UNDISTURBED SAND, ROCK SAND
ANT ROCK, WITH A MINVAUM BEARING VALUE OF 1500
PSF.
3)TNE FO,LLOWL P 15 DETERMIIm BY RATIONAL ANALYSIS.
SOIL CONDITIONS W TMIS AREA HAVE BEEN BY PAST
EXPERIENCE CAPABLE OF SUPPORTING APOOL AND DECK
OF SIMILAR SIZE AND DEPTH. IF CONDITIONS OFFER FROM
CONDITIONS SPECIF@D ABOVE, THIS ENGINEER SHALL BE
NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS
PROJECT.
4) ALL CONIC RETE SHALL CONFORM TO A.CJ 318-11.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNHENSHOTCRETE)
S)ALLREINFORCINGSTEEL SHALL BE WTERMEDIATE GRADE
DEFORMED BARS OR NEW BILLET STEEL CONFORMING TO
A.TS.M-15. STEEL SHALL BE BENT. LAPPED, AND PLACED IN
ACCORDANCE W NTH ACJ. STANDARDS AND
SPECIFICAT(ONS-
6) PIPING: ALL P00L PIPING SHALL BEAR THE NSF..PW
SEAL CPAPPROVAL.AND SHALL BE SCHEDULE 40 P.Y.C.
MIN, POOL PIPING TO COMPLY WITH FBI:. POOL
EQUIPMENT TO APPLY TO FR:C.
7) WATER SUPPLY AMID DISPOSAL SHALL BE SO ARRANGED
THAT THERE 15 NO CROSS -CONNECTION WITH A
DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM
AND SHALL MEETALL REQUIREMENTS INFAM.
B) EOUPOTENTIAL. BONDING GRID SHALL BE INSTALLED PER
2414 NEC SECTION 68026(C)
68449
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3.N.AKERS
P.E. 66446
FLOOR PLAN AND FENCE DETAIL
TITLE
LOT # 3 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4422 N. HWY A1A
FT. PIERCE FL 34949
SCALE NTS
DATE 01/16/2020
PAGE 2 OF 3
TOF
;IUD
ROD
OR
5=0'�
ELEV. SECTION- A TOP CAP ON 2'x 2)rx
ALUMINUM PICKET
ELEV. SECTION- B
12'-2°
TOP CAP ON 2'x 2)Ix )E•
ALUMINUM PICKET
)1' DIAM. SOLID
r
)ALUMN
2•x
MIH
F
ELEV. SECTION- C
UM ROD
N MK F
FLOOR
DIAM. SOLID
IMINUN ROD
PICKET
NISH FLOOR
4'-2f' i 4'-Z" 1 f
ELEV. SECTION- G
ELEV. SECTION- H
SECTION- F
4'x2'x )E'
ALUMINUM
PICKET
9 RISER O 7 X
AND 12• TREADS
LANDING
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE C®UN if
AL DIAM. SOLID
ALUMINUM ROD
(TYP)
DECK
TOP CAP ON 27x 2)r x $' FINISH
ALUMINUM PICKET] FLOOR
ELEV. SECTION- E
DIAM. SOLID
IMINUN ROD
P)
TOP CAP ON 2'x 2)¢'x )6'
ALUMINUM PICKET
1•xl•ALUMII
\ C � I
.QUID —
ROD
9 RISER O 7 Yi
AND 12' TREADS
2'x2'x )(i ALUM[
PICKET SPACING
OR RELICT B' DIAM.
MUD
ROD
OR
I 4-2' 4-2' I 4-2' I 4-2°
ELEV. SECTION- I
ELEV. SECTION- D
OT
LANDING
FINISH
FLOOR
SOLID PI 4. O.C.
• DIA. SPHERE
TOP CAP lk 2'x 21S'x )�
jMjj;'2
IN MPICKET RE
X'UUM
CCFOR
1.11,111III.
NOTE*
1. ALL FENCE COMPONENTS TO BE WELDED STRUCTURAL
ALUMINUM WITH NO MECHANICALLY FASTENED JOINTS
2. 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
POOLDESIGN.NET
30 SM. 5th COURT
POMPANO BEACH F A 33060
(9M) 941-1124
info@swim mingpoolplan-com
CERTIFICATE OF AUTHORIZA11ON N.
9871
DESIGN PER FLORDIA BUILDING CODEAS4.2
INCLUDING BUT NOT LPdRED TO
45426.6 IR4101JL1 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
454Z17 RESIDENTIAL SWIMMING BARRIER
REQUIREMENTS
pwvmmm
SAFETY BARRIER COMMENTS
ADDRESSED
GENERALNOTES;
1) PLANS DESIGNED PER 2017 M'EDmON F,B.C. RESIDENTIAL
CHAPTERS 42 845 BAO ANSHNSPI3, ANSLNSPIS,
ANSIIAPSP 7.ANSIAPSPACC 15
2) THE SITE MUST HAVE UNDISTURBED SAND, ROCK, SAND
AND ROCK, W NH AM_ INMUM BEARNG VALUE OF 1500
PSF.
3)THE FCLLOW ING. 111DETERMINED BY RATIONAL ANALYSIS.
SOIL CONDITIONS IN THIS AREA HAVE BEEN BY PAST
E%PERTENCE CAPABLE OF SUPPORTING A POOL AND DECK
OF SIMILAR SIZE AND DEPTH. IF CONDITIONS DIFFER FROM
CONDDCY.IS SPECIFIED ASOVE, THUS ENGIiEER SHALL BE
NO'TIPIED PRIOR TO FURTHER CONSTRUCTION OF THIS
PROJECT.
4) ALL CONCRETE SHALL CONFORM TO ACJ 31S-11.
CONCRETE SHALL HAVE A MINIMUM CQMPRESSNE
STRENGTH OF 3,1100 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNDFJSNOTCRETEI
S)ALL REINFORCING STEEL SHALL BE INTERMEDIATE. GRADE
DEFORMED BARS OR NEW BILLET STEEL CONFORMING TO
A.TS.MAS. STEELSHALLBE BENT, LAPPED. AND PLACED IN
ACCORDANCE WITH A.C.L STANDARDS AND
SPECIFICATIONS.
S) PIPING: ALL POOL PIPING SHALL BEAR THE NST.PW
SEAL OF APPROVAL ATM SHALL. BE SCHEDULE 40 P.V.0
MIN. POOL PIPING TO COMPLY W NH F9_C . POOL
EQUIPMENT To APPLY TO F.B.C.
T) WATER. SUPPLY AND DISPOSAL SHALL BE SO ARRANGED
THAT nmRr L4 NO CROSS CONNEOITON W ITH A
DOMES= WATER SUPPLY OR WATER DISPOSAL SYSTEM
AND SHALL MEETAIL REQUIREMENTS IN F.B.C.
B) EQUI:'OTENTIAL BONDING GRID SHALL BE INSTALLED PER
2014 NEC SECTKx4.680.26(C)
E7y�.��+-��
No 68440
�0 }A 1 E OF
•'((jam
:
e. Y. lucens
P.F_ Qe44!
FENCE ELEVATION
]TITLE
LOT # 3 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4422 N. HWY A1A
FT. PIERCE FL 34949
SCALE NTS
DATE 01/16/2020
PAGE 3 OF 3