HomeMy WebLinkAboutENGINEERING PAPERWORKNUTEK ENGINEERING, LLC
Paul Orr, P.E. FL#64898
421 Federal Highway
Dania Beach, FL 33004
Ph: C- 305.725.1991; orr.oaul@vahoo.con
Ph; 0-954-245-8666
- July 23; 2019
•e aerrm. tQA9 3=065
St. Lucie Countygf
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PE Review Of Structure Question = �J�3/ No6A4a9a
Property Location:
7201 Shanas Trail Port St. Lucie Florida 34952 ; �'., �A 'oF ,;'ZEU
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I have reviewed the item of question -a conduit hole cut through the p roof
beam.
This hole location is at the center of the beam depth, this the location of the
neutral axis and so, this hold does little or no damage to the beam bending
strength and does not appreciably affect the shear value at that location.
I judge the conduit hole as causing no structural concern for that location.
SCANNED
BY
St. Lucie County
Respectfully submitted,
2)0.!!,r a" Paul Orr, PE, - FL #64898
Cc: Ashley Goodwin, President
Goodwin Contractors, Inc.
954-410-5413
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OFFICES
Palm Beach
Miami -Dade
St. Lucie
Hutting
Engineers
of Florida Inc. I Established 1967
Your Projectis_Our_Commitment
May 10, 2019
Pools by Greg
8886 South Federal Highway
Port St. Lucie, Florida 34952
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Re: Pool Backfill Evaluation
Goodwin Residence
7201 Shanas Trail
PortSttLucie, FL'
Permit No.: 903065
SCANNED
BY
St. Lucie County
695 SW Blot more Sot reet
Port St. Lucie, Florida 34983
772-408-1050
Toll Free: 877-NUTTING (688-84641
Fax: 772-408-1049
- Palm Beach 561-736-4900
Broward 954-941-8700
Miami•Dade 305-557-3083
www.nuttingengineerscom
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
backfill material. Three probes were performed at the following locations:
1) North side of pool.
2) East end of pool.
3) South side of pool.
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.
We appreciate this opportunity to be of service. Should you have any questions,
please contact our office at your convenience.
:LORIDA, INC.
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OFFICES
Palm Beach
Miami -Dade
St. Lucie
May 10, 2019
Pools by Greg
8886 South Federal Highway
Port St. Lucie, Florida 34952
Re: Pool Backfill Evaluation
Goodwin Residence
7201 Shanas Trail
Port St Lucie, FL'
Permit No.: p1903=;0658
SCANNED
BY
St. Lucie County
615 SW Biltmore Street
Port St. Lucie, Florida 34983
772-408-1050
Toll Free: 877-MUTTIING (688-6464)
Fax: 772-408-1049
Palm Beach 561-736-4900
Broward 954-941-8700
Miami -Dade 305-557-3083
www.nuttingengineers.com
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
backfill material. Three probes were performed at the following locations:
1) North side of pool.
2) East end of pool.
3) South side of pool.
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.
We appreciate this opportunity to be of service. Should you have any questions,
please contact our office at your convenience.
Pools by
OF FLORIDA, INC.