HomeMy WebLinkAboutInspection Docs �._ 615 SW Biltmore Street
Y Port St.Lucie,Florida 34983
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E. `m 772-408-1050
Toll Free:877-{NIJTTIRI(a(688-8464)
_ Fax:772-408-1049
k Palm Beach 561-736-4900
`k Broward 954-941-8700
of Florida Inc. Established 1967
Miami=Dade 305-557-3083
Your Project is our Commitment ww�rraaaae�6uege�a�d�aeeg�.e®�
April 4, 2017
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Pools by Greg PER"1171N
8886 South Federal Highway St. Lucie coon:
c Port St-. Lucie, Florida 34952
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Re: Pool'Backfill Evaluation
. -Rinicella Residence
100.1sland.Dune Cove
0 Jensen Beach, FL
Permit No.: 1701 0200
Nutting Engineers of Florida, Inc. has performed geotechnical engineering services
for the referenced project. The area between the house and the proposed pool was
ra, probed with a Static Cone Penetrometer to determine the level of compaction of the
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backfill material. Three probes were performed at the following locations:
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~ 1) East side of pool, 5' from house.
2) South side of pool, 18' from house.
ai 3) North side of pool, 10' from house.
It is our opinion that the pool backfill as indicated by the above test locations has
- been compacted to a density of the order of 95 percent modified Proctor.
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We appreciate this opportunity to be of service. Should you have any questions,
please contact our office at your convenience.
o Respe Submitted,
N ING E GINEERS F F ORIDA, INC.
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U ich I si, P'.E. #_ 42
Jject Engineer
ra Pools by Greg=Rinicella
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OFFICES
Palm Beach
Miami-Dade
St.' Lucie
04/07/2017 14:27 7723379287 POOLS BY GREG INC PAGE 02/03
61S SW Biitmore Street
Port St,Lucie,Florida 34993
Nutting TT2�40B-1050
Tall Free:877-rlUT7'ING(688-S464)
Fax:772-409-1049
Palm Beath 561 7364900
40 9 Broward 954-941-8700
of Florida Inc,.1 QstablIshed 1967 Mlaml•Dade 305-557-3053
Your Project Js OurcCominitmenrtA
wrnnv.>n�ardngsrrgfineurs.aem
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L April 4, 2017
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Pools by Greg
8886 South Federal Highway
oPort St, Lucie, Florida 34962
L
Re: Pool Backfill Evaluation
Rinicella Residence
tn 100.Island Dune Cove
e Jensen beach, FL
U Permit No., 1701-0;200
c
Nutting Engineers of Florida, Inc, has performed geotechnical engineering services
for the referenced project. The area between the house and the proposed pool was
probed with a Static Cone Penetrometer to determine the level of compaction of the
c backfill material. Three probes were performed at the following locations;
r 1) East side of pool, 8'from house.
2) South side of pool, 18'from house.
3) North side of pool, 14'from house.
It is our opinion that the pool backfill as indicated by the above test locations has
"_` been compacted to a density of the order of 95 percent modified Proctor_
a
We appreciate this opportunity to be of service. Should you have-any questions,
41 please contact our office at your convenience.
o aRespeSubmitted,
INEERS F F GRIDA, INC,
u i, P.E. #4
tect Engineer
u Pools by Greg—Rhicalls
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OFFICE5
Palm Beach RECEIVED APR 101017
Miami-Dade
St. Lucle
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04/07/2017 14:27 77233792371_,, POOLS BY GREG INC .--, PAGE 03/03
Bi 5 sw alltv"ore street
Port SL Lucia.Florida 34983
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� 773-reo-a 50
Tots Pre¢: 77-NiJ r1 iNG(6e8-$464)
Foginlavin Pafm Beadh561-736.4900
8roward 954-941-8700
of Florida Inc,(Established 1967 Mlaml,Dade 305-557-3083
vourProjectIs our Commitment �v✓urnuttk etfgLrQers.cmnl
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•2 March 31, 2017
"' Pools by Greg
8886 South Federal Highway
Port St. Lucie, Florida 34952
Re: Pool Backfill Evaluation
Bourbonniere Residence
3808 Promenade Way
Ft. Pierce, FL
Permit No.: 1612-0072
a kA Nutting Engineers sneers of Florida, Inc. has performed geotechnical engineering services
for the referenced project. The area between the house and the proposed pool was
ro probed with a Static Cone Penetrometer to determine the level of campaution of the
backfill material. Three probes were performed at the following locations:
1) North side of pool, 10'from house,
a, 2) East side of pool, 15'from house.
.a 3) West side of pool, 15,from house.
c It is our opinion that; the pool backfill as indicated by the above test locations has
,C been compacted to a density of the order of 95 percent modified Proctor.
We appreciate this opportunity to bb of service. Should you have any questions,
Yplease contact our crfice at your convenience.
Respectfully Submitted,
o gNUTTGINEERS F FLORIDA,•INC.
ss!, P.E. #42603
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eer
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to Fools by Greg—0ourbonnIere
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0FFiCEs
Palm Beach
Miami-Dade
St. Lucie
Pentair TDH Calculator of 2
V
PENTAIRI
TDH CALCULATOR PBG-RINICELLA-LOW SPEED
Pool Information
Pool Volume: 10700 Gal Total Piping Lengths:
Turn Over Time: 3.75 Hrs Inlet Side: 20 Ft
Suction Lift: 2 Ft Discharge Side: 84 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your local code) Inlet Piping: 2.052 in
Branch Piping: 6 Ft/Sec Discharge Piping: 2.052 In
Inlet Piping: 8 Ft/Sec Sec
Discharge Piping: 8 Ft/ piping Head Loss at 47.56Gal/Min:
i
(not incuding fittings or valves)
Inlet Piping: 0.73 Ft
Discharge Piping: 3.08 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate: 47.56 Gal/Min Branch Piping: 2.0 In
Your Head Loss: 29.03 Ft Inlet Piping: 1.5 In
Maximum Flow Rate Discharge Piping: 1.5 In
at Maximum RPM: 69.48 Gal/Min
Ensure the drain cover max flow rating is not
exceeded.
f` Head Loss at 51.33 Ft
7p Maximum Flow Rate:
System Head Pressure Curve
50
40
O I
E30
Pi�ofessaonal;Eit� ll��er,PE=32831
t -
10
Pert St Lucie',. L 34952-32'112
SuperFlo VS-2600 rpm`
(772� 4 .30
Clean System —.
Desired Operation Point
0 20 40 60 ._. �r g a ' = y.aT�
Volumetric Flow Rate(GPM)-
https://www.pentairpartners.c'om/marketing/tdh/index.aspx 12/8/2016
Pentair TDH Calculator Page 2 of 2
Selected Components
n
Gs•
Components
Head Loss at
ame uantity 47.56GaI/Min
IntelliChlor IC-20 1 0.77
2 x 2.5 3 way valve 3 0.80
Main Drain 1 0.67
Clean and Clear 1 1.37
ItraTemp 1 15.01
1 inch Return 4 0.41
Piping
Inlet Discharge Head Loss at
ame uantity uantity 47.56Gal/Min
90 degree elow 4 13 3.55
45 degree elow 0 0 0.00
Tee Through 0 5 0.73
Pumps
ame uantity
SuperFlo VS 1
All Pentair trademarks and logos are owned by Pentair,Inc.Intell/FIoO,IntelliCommO,EasyTouch@,InteNTouchO,SunTouchO and Eco Se/ectTh1
are registered trademarks and/or trademarks of Pentair Water Pool and Spa,Inc.and/or its affiliated companies in the United States and/or other
countries.Unless expressly noted,names and brands of third parties that may be used in this document are not used to indicate an affiliation or
endorsement between the owners of these names and brands and Pentair Water Pool and Spa,Inc.Those names and brands may be the
trademarks or registered trademarks of those third parties.Because we are continuously improving our products and services,Pentair reserves the
right to change specifications without prior notice.Pentair is an equal opportunity employer.
�l
https://www.pentairpartners.com/marketing/tdh/index.aspx 12/8/2016'
Pentair TDH Calculator Page 1 of 2
FILE COPI
PENTAIR,
TDH CALCULATOR PBG-RINICELLA-HIGH SPEED
Pool Information
Flow Rate: 69.48 GPM Total Piping Lengths:
Suction Lift: 2 Ft Inlet Side: 20 Ft
Discharge Side: 84 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your local code) Inlet Piping: 2.052 In
Branch Piping: 6 Ft/Sec Discharge Piping: 2.052 In
Inlet Piping: 8 FUSec Discharge Piping: 8 FUSec piping Head Loss at 69.48Ga1/Min:
(not incuding fittings or valves)
Inlet Piping: 1.48 Ft
Discharge Piping: 6.21 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate: 69.48 Gal/Min Branch Piping: 2.5 In
Your Head Loss: 51.33 Ft Inlet Piping: 2.0 In
Maximum Flow Rate Discharge Piping: 2.0 In
at Maximum RPM: 69.48 Gal/Min
Ensure the drain cover max flow rating is not
exceeded.
Head Loss at 51.33 Ft
Maximum Flow Rate:
System Head Pressure Curve
60
E
I
o _
40 ._ ......-.. r
- - - l 'ARVEY E. KOEHNEH
Proessmoroal Ene narPE-32831
20 . 7205 E. d•,,Cl cle:
P®rt;St. cia Lu ; F 349a2-�G�2
SuperFlo VS-3450 rpm :6" 9=3035
Clean System
Desired Operation Point -
0
0 20 40 60 80 100 f •^ �;
Volumetric Flow Rate(GPM) :� s
https://www.pentairpartners.com/marketing/tdh/index.aspx 12/8/2016
Pentair TDH Calculator Page 2 of 2
r '
Selected Components
Components
Head Loss at
ame uantity 69.48GaI/Min
IntelliChlor IC-20 1 1.42
2 x 2.5 3 way valve 3 2.36
Main Drain 1 0.99
Clean and Clear 1 3.0
ItraTemp 1 24.38
1 inch Return 4 0.8
Piping
Inlet Discharge Head Loss at
ame uantity uantity 69.48Gal/Min
90 degree elow 4 13 .16
45 degree elow 0 0 0.00
Tee Through 0 5 1.48
Pumps
ame uantity
SuperFlo VS 1
All Pentair trademarks and logos are owned by Pentair,Inc.IntelliFlo@,IntelliComm®,EasyTouch®,IntelliTouch®,SunTouch®,and Eco Select",
are registered trademarks and/or trademarks of Pentair Water Pool and Spa,Inc.and/or its affiliated companies in the United States and/or other
countries.Unless expressly noted,names and brands of third parties that may be used in this document are not used to indicate an affiliation or
endorsement between the owners of these names and brands and Pentair Water Pool and Spa,Inc.Those names and brands may be the
trademarks or registered trademarks of those third parties.Because we are continuously improving our products and services,Pentair reserves the
right to change specifications without prior notice.Pentair is an equal opportunity employer.
W
https://www.pentairpartners.com/marketing/tdh/index.aspx 12/8/2016
06/01/2017 01:41 770 �.
JMGM PAGE 01
11F
30Q Vlrginla Avefi Plercer FIL 3498277x-42172 Fax 772»4fi2-5443
ERTIFICATOF TERMITE TREATMENT
CONSTRTION SOIL MEATMENT
PERMIT #: ti U " JOB 17DRESS: l - .�1L1 �- Cave.
BUILDER/CONT CTOR: .
PEST CONTROL C NTRACTOR:
PEST CONTROL L CENSE #: - d
We, the undersigned, ereby certify that we ave pretreated the above described construction for
subterranean termites i accordance with the standards of the National Pest Control Association.
Square feet if area trea ed: Chemicals used: nsi pew 4T,
Percentage of solution: Total gallons used; k4,c;*
Date of Treatment: i t Time of Treatment:
Footing Slab
1"Treat nt 11t Treatment >
-Re-Treat _Re-Treat 9
Driveway Pools - . r!.
1"Treatm nt 1n Treatment
Re-Treat - t
Other erimate for In
1 Treatm nt
-Re-Treat
signatur o rminator
Note• 777ere must be a m pfeted Form for each r quired treatment or re-treatment and this form must be on the job
site to be picked up by th lnspector at time of eac h Inspection or the scheduled Inspection w111 fall and a re-inspectlor:
fe I charged,
F8C104.2.6 Cert/frcate a Protective 7"reatment fo pr'evention of term/tes A weather resistant jobsite posting board
shall ba provided to rece/v duplicate Treatment C Ivt7cates as each required protective treatment is completed,
providing a copy for the p on the permit is issue to and another copy for the building permit tiles The Treatment
Certiricate shall provlde th product used, identity i f the app/icaW., time and date vfthe treatment site location, area
tredtLd, chemical used, pe cent concentration and Fwmber of gallons used, to establish a verifiable record of
pri rect/ve treatment: IF th soil chemical barrier ethod for termite prevention is used, final exterior treatment shall
bed cramp/aced prior to final uilding approva/.
St,Lucie County requi es for the final inspection for CO, a Permanent Sticker to be placed can
the el0ctri l cove listin 11 he treatments and dates of a licatlans.