HomeMy WebLinkAboutMISC EMAIL 2w1M Bel CONCEALED FASTENERS OR ATTACHMENTS COPY
ING INC. � ul ENGINEER ARE THE RESPONSIBILRY OF THE
MOIA aOWLES VILLAMIZAR &ASSOCIATES /�{�}p►ry�/� /�p�/y��(�
www.mbveng.com CA a3728 CQIiiBACTOR Ur RECORD
SCANNED
THESE PLANS AND ALL PROPOSED WORK BY
ARE SUBJECT TO ANY CORRECTIONS .a St. Lucie Count
January 27, 2017 REQUIRED BY FIELD INSPECTORS THAT, a
1MAAY BE NECESSARY -IN'
ORDER :TO`..� LlrcrF COUr-,-v BUTUDINe DBISION
Mr. Joe Cicio, Plan Reviewer- mPiuY.WfINALLAPPLICAB.�ECODErED FOR r�LL4�CE
St. Lucie County Building Department DATE
2300 Virginia Avenue PLANS AND PERMIT MUST BE KEPT ON Jon
g Fort Pierce, FL 34982 OR NO INSPECTION WILL BE RUDE.
Subject: Treasure Cove Dunes Condominium- Building 3 Concrete Restoration Project
4100 North Hwy. Al A, Fort Pierce
St. Lucie County, Florida
Engineer's Project Number: 15-320
Dear Mr. Cicio:
Enclosed you will find a copy of the manufactures specifications for a metal cable railing system
the owner wishes to install to replace the existing metal railings at the subject project. The proposed
system is the Feeney Design -Rail Horizontal Cablerail Infill - Aluminum Railing with stainless
steel cables, Series 200. The drawings are labeled "Feeney Design -Rail - Horizontal Cablerail
Infill" dated November 26, 2014, and signed by Edward Robinson, P.E. and are 60 pages in length.
The top rail for this system will be 42" above finish floor with post spacing at 5' on center
maximum. The 1/8" diameter cables are spaced 3" on center maximum and are oriented
horizontally between posts per the drawings. The anchors shall be (4) 3/8"x4" concrete anchors
with 3" minimum effective embedment at each post. A list of approved anchors are on page 14 of
the referenced drawings. The drawings also contain the complete installation details and
specifications. MBV Engineering has reviewed and approved the use of this system to meet the
following design loads for this project.
Design Parameters:
FL Building Code 5' Edition (2014)
Wind Speed: - 165 mph ultimate, 128 mph allowable (3 sec.)
Exp. Category: D, Risk Category: II, Directionality Factor Kd=0.85
Internal Pressure Coefficient and Enclosure Classification:
Balcony = Open, CPI = +/- 0.00,
Cf factor = 0.8
Loading: Live Load = 50 pounds per lineal feet (any direction)
Live Load = 200 pounds point load (any direction)
Above loads are non -concurrent
Wind Load = +/-63 pounds per square foot required capacity.
Railing Capacity =123 pounds per square foot
1250 W. Eau Gallie Blvd., Suite L 1835 20th Street 806 Delaware Avenue
Melbourne, FL 32935 Vero Beach, FL 32960 Ft Pierce, FL 34950
321.253.1510 772.569.0035 772.468.9055
Fax:321.253.0911 Fax:772.778.3617 Fax:772.778.3617
759 S. Federal Highway, Suite 200B
Stuart, FL 34994
772.266.9795
Fax: 772,7783617
OR ,
Mr. Joe Cicio
January 27, 2017
Page 2
EPN: 15-320
Should you have �,tjRtj ?? jons regarding the above subject, please feel free to contact our
office at any \ GE SC /1'
Q-�:SF
Sincerely A�,
No. 81238
STATE OF '
Terence ¢; P.F{0RtpP,•G�2�:
FL PE# 812' cc�s'S�0N —
TS/jeh
cc: Danielo & Associates
i!M BV
ENGINEERING, INC.
MOIA BOW LES VILLAMIZAR & ASSOCIATES
www.mbveng.com CA #3728
November 20, 2017
Mr. Carl Peterson
St. Lucie County Building Department
2300 Virginia Avenue
Fort Pierce, FL 34982
OUHNNED
BY
3t. Luce Count,
Subject: Treasure Cove Dunes Condominium — 4100 North Hwy. Al A, Building 3
Permit Number: 1702-0343
St. Lucie County, Florida
Engineer's Project Number: 15-320
Dear Mr. Peterson:
In accordance with the threshold plan, special inspection has been provided for the subject project:
Railing restoration.at Treasure Cove Dunes Building 3, located on 4100 North Hwy. AIA , St.
Lucie County, FL. Copies of our inspection reports to date are enclosed for your records.
Based upon inspections performed and my substantiating reports, it is my professional judgment
that, to the best of my knowledge, the inspected work was performed in accordance with the
approved plans, specifications and applicable workmanship provisions of the Florida Building
Code.
Should you have any q;;,�t ns regarding the above subject, please do not hesitate to contact our
office. z
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cc: Daniello & Associates, Inc.
1250 W. Eau Gallie Blvd., Suite L 1835 20th Street 806 Delaware Avenue
Melbourne, FL 32935 Vero Beach, FL 32960 Ft Pierce, FL 34950
321.253.1510 772.569.0035 772.468.9055
Fax: 321.253.09 11 Fax:772.778.3617 Fax:772.778.3617
759 S. Federal Highway, Suite 200B
Stuart, FL 34994
772.266.9795
Fax: 772.778.3617