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POOLDESIGN.NET
30 S.W. 5th COURT
POMPANO BEACH FLA 33060
(954)941-1124
info@swimmingpoolplan.com
CERTIFICATE OF AUTHORIZATION N.
w 9671
_SIGN PER FLORIDA BUILDING CODE 4542
e uCL UDING BUT NOT LIMITED TO
I[4 2.8.8 /R4101.8.1 ENTRAPMENT PROTECTION FOR SUCTION
LETS
2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
i RAL NOTES
ANS DESIGNED PER 20178th EDITION F.B.C. RESIDENTIAL
'TERS 42 & 45 and ANSIINSPI 3, ANSUNSPI 5,
i1PSP 7,ANSI/APSPACC 15
,E;ESIGN IS BASED ON RECOMMENDATIONS FROM SOILPROeE
ENGINEERING & TESTING INC, REPORT DATED AUGUST 28th,
2019 IS ATTACHED. ALL RECOMMENDATIONS FOR SITE
PREPARATION SHALL BE FOLLOWED PER SOIL REPORT, IF
CONDITIONS DIFFER FROM CONDITIONS SPECIFIED ABOVE, THIS
ENGINEER SHALL BE NOTIFIED PRIOR TO FURTHER
CONSTRUCTION OF THIS PROJECT
ALL CONCRETE SHALL CONFORM TO A C 1318-11 CONCRETE
SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF $000
PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNITEJ
SHOTCRETE)
ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE
DEFORMED BARS OR NEW BILLET STEEL CONFORMING TO
A T.S.M.-15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN
ACCORDANCE WITH A.C.I. STANDARDS AND SPECIFICATIONS.
PIPING: ALL POOL PIPING SHALL BEAR THE N.S.F,-PW SEAL OF
APPROVAL AND SHALL BE SCHEDULE 40 P.V,C. MIN, POOL
PIPING TO COMPLY WITH Re C . POOL EQUIPMENT TO APPLY
TO F.S.D,
WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED
THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC
WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL
MEET ALL REQUIREMENTS IN PB.C.
EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2014
NEC SECTION 680.28(C)
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SITE PLAN
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iCRIPTION
4446 N. HWY A1A
FT. PIERCE, F .34949
1Scale: 1 in = 20ft. Oin.
ATE 2/4/2020
AGE 1 OF 5
TOP CAP ON 2"x 232"x Y8"
ALUMINUM PICKET
X2" DIAM. SOLID
ALUMINUMROD
(TYP)
2"x2"x
ALUMIP
PICKE
FINISH FLOOR
MINIMUM POST EMBEDMENT=4" a
3 )'" DIAM. x 4" DEEP HOLE
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"
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ADHESIVE SIKADUR 32 HI —MOD 4
DETAIL RAILING
ATTACHMENT
HEAVY DUTY GATE LATCH
(MAGNA—LATCH #MLTPS2BGA) ON EACH SIDE OF GATE.
MOUNTED AT 54"PER POOL CODE.
Y2"DIAM. SOLID PICKETS, 4" O.C.
SHALL REJECT 4" DIA. SPHERE
2" SQ. GATE POSTS
USING 1/8" ALUMINUM o
¢ONNECTED TO THE v
STAIRS RAILING
N
MINIMUM POST EMBEDMENT= 4"
3 X' DIAM. x 4" DEEP HOLD
INTO CONCRETE, FILL HOLE w/
EPDXY BONDING & GROUTING
ADHESIVE SIKADUR 32 HI —MOD
°
� 2'-10
3%.
GATE DETAIL
2" SQ. GATE POSTS —
USING 1/8" ALUMINUM
2"x2"x 16
ALUMINU_MM
PICKET
HEAVY DUTY
SELF CLOSING
GATE HINGES
I )r V 1-4-1 (TYP)
PLAN VIEW
GATE CONNECTION
TO WALL
1'_0,.
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or CMU
HEAVY DUTY SELF
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—or CMU
27x2"xYs"ALUMINUM
ANGLE 4" L.G. (EACH SIDE)
wA2) Ya'ST/ST. ULTRACONS
w/1 WMIN. EMBEDMENT
® 3"MIN. & 1 Y2"MIN. EDGE DIST.
,_2) Y4" S.S KWIK CONS w/ 1 3'4' MIN:. EMBED.
1 Y2 EDGE DISTANCE ® 3" O.C.(PERANGLE)
2" SQ. GATE POSTS
-- USING 1/8" ALUMINUM
2" SQ. ALUMINUM TUBE
GATE FRAME
(2) Y4" S.S KOK CONS w/ 1 3'4' MIN. EMBED.
1 Y2" EDGE DISTANCE 0 3" O.C.(PER ANGLE)
2"x2"xY8"ALUMINUM
ANGLE 0 24" MAX.
CONNECTION ANGLE —TUBE
w/(3) Ya'S.S SIPS or SELF DRILLING
SCREW or WELDED
NOTE:
1. PICKET SPACING TO REJECT a DIAM. SPHERE.
2. ALL FASTENERS FOR RAIL ATTACHMENTS TO BE
STAINLESS STEEL
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
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TITLE
LOT
VENETIAN ADMINISTRATION Li
IPIION
4446 N. HWY A1A
FT. PIERCE FL 34949
SCAL
NTS
DATEIII
01/21/2020
PAGE111
2 OF 3
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TOP �
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),'DIAM. SOLO PICKETS. 4' QQ
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ALUMINUM PICKET /OU.
. SOLID PICKETS, 4' O.C.
REJECT 4' OIA SPHERE
TOP D➢ ON YX 2M'X W
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NOTE
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P. ALL FASTENERS FOR RAIL ATTACHMENTS TO BE
STNNlE55 STEEL.
NOTE
1. ALL FENCE COMPONENTS TO BE MELDED STRUCTURAL
"MNUM NTH NO MEWANICALLY FASTENED JENTS.
2 ALL FENCING TO BE POVAER-COAT RNISHED.
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TITLE
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NETIAN ADMINISTRATION LLC
DESCRI
4446 N. HWY A1A
FT. PIERCE FL34949
SCALE
NTS
DATE
01/21/2020
PAGE
3 OF 3