HomeMy WebLinkAboutDakota Brady revisionsCool and Cobb Engineering Company
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203 W. Main St.
Avon Park, FL 33825
Office: (863) 657-2323
Fax: (863) 657-2324
Date: 6/30/20
Job: Dakota Brady
Location: 5508 Spruce Dr
Ft Pierce, Fl 34982
PILING DESIGN ANALYSIS
The load requirements for the pilings designed to assist in supporting the identified areas of the subject
residence were determined. The selected piling locations and the specific piling are identified on the Pier
Identification and Location Plan attached. The calculated total loads on the piles in the specific location,
including both dead and live loads are documented in the attached table which is designated as Attachment “A”.
This pile design is approved and certified as meeting all the requirements of the Florida Building Code 2017 6th
Edition, and good engineering practice. This is not to be the primary support structure, but a supplement
support to assist in support of the weight of the structure, which will reduce the total pressure on the existing
soils. After completion of installation, Cool and Cobb Engineering Company shall be supplied with a log of the
location of each pile installed so they can evaluate the installation and prepare the “As Built” drawings.
General Notes:
1.A log of each pile to be kept by Contractor noting depth and final pressure installed for each pile.
6/30/20
Carl Cool, P.E.
State of Florida
Professional Engineer No. 16921
1
2
Cool and Cobb Engineering Co.
203 W. Main St.
Avon Park, FL 33825
6/30/2020
Carl E. Cool, P.E.
PE# 16921
PT SYP 4" x 6"
Date:
Job:
Location:
PILE NO.
1 6,400 lbs
2 6,400 lbs
6,400 lbs
Cool and Cobb Engineering Co.
203 W. Main St.
Avon Park, FL 33825Carl E. Cool, P.E.
PE# 16921
Cool and Cobb Engineering Company
Maximum Total Load on Pile:
6/30/2020
6/30/2020
Dakota Brady
5717 Sea Trout Pl
Apollo Beach, Fl. 33572
Attachment "A"
Total Load on Pile (Live Load + Dead Load)
TOTAL CALCULATE LOAD
Cool and Cobb Engineering Co.203 W. Main St.Avon Park, FL 33825Carl E. Cool, P.E.PE# 169216/30/2020
Crawl Space Jack, Typ.
4" X 6" PT SYP Beam, Typ.
16" x 16" x 4" Concrete Footing, Typ.(3) #5 Rebar Both Ways (6 Total) Set On Chairs @ 12" O.C.(Max) , Typ.
(4) 3" N0. 10 Deck Screws , Typ
Toenail 4" x 6" Beam to Floor Joists Using
Galv. Deck Screws, Typ.
Existing Grade
Cool & Cobb Engineering Company
203 West Main St.
Avon Park, FL 33825
Carl Cool, P.E.
FLA LICENSE NO 16921
(863) 657-2323 Office
(863) 657-2324 Fax
carl@coolandcobb.com
Seal:
6/30/2020
CRAWLSPACE JACK TO BEAM DETAIL
Scale: NTS
*NOTES:
-MIN. 3,000 P.S.I. CONCRETE @ 28 DAYS
-All Steel To Be Grade 60