HomeMy WebLinkAboutComments to Responses��. Robert F. Oleck,. Ph.D., P.E.—President
(�� I Consulting Structural Engineer - FLCA# 30021
ids .1219 Scarlet Oak Loop, Winter Garden, FL 34787
Tel.407-296-3592 Emailxfoleckinc@gmail.com
TO: St. Lucie County Building & Code Regulation Division
Att: Ed Roseberry
SUBJECT: 10851 S. Ocean Beach Dr. 84 Permit # 1412-0259
We have .reviewed your comments of January 16, 2015 addressed to Ana Y Ferguson/Theodore Ferguson ,
and offer the _follow ingresponses to the 11 comments under the "Plans Examiner. Review:
Comment 1) : The following is our clarification. for the R value of 1.0 as you requested. We are
using the ICF form Insul-Deck and so there is no ceiling insulation. The insulation
is on the roof deck. The energy program we are using will not allow us to put a
0.0 value on the ceiling page, so we entered a 1.0 (very low value). The roof
insulation is shown on the roof deck page.
Comment 2) : On our revised architectural drawings we, have shown the flood vents in the
storage areas.
Comment 3) : We have.change,d the wind speed to 164 mph per the ATC (Applied Technology
Council) for this location and Risk Category H on the revised structural drawings.
Comment 4) : We have also revised the Code Cycle to 2010 w/2012 Amendments as you
requested on our revised structural drawings.
Comment 5) : We have increased the component, & cladding design pressures in accordance with
the increased wind speed.
Comment 6) An Evaluation Report is being submitted under separate cover for the Insul-Deck
ICF forming system. However, for your information, we have designed the floor
and roof ICF system to withstand the appropriate dead load and live loads.
Continent 7) :. A Geotechnical Report which substantiates the allowable soil bearing pressure is
also being provided under separate cover.
Comment 8) : We have reviewed all appropriate structural details and have shown the required
longitudinal & transverse steel reinforcing or referred to typical tables, schedules
or other- details for that information.
Comment 9) We have removed structural details which may not apply to this project on the
revised structural drawings.
Comment 10) Attached for your information is the Miami -Dade NOA for the Tapcon concrete
and masonry anchors we intend to use on this.project.
Comment -11) : The Product Approval information for the GAF/TPO Roofing System is being
provided under separate cover.
if you have any questions regarding t!4Jg jVJePase feel free to email me or call me at the Winter Garden
office. ��T F, ®`
Sincerely yours,''oy,1iC��e��` �+
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R. F. Oleck, P.1
FL PE#5.2514
January 28, 20'