HomeMy WebLinkAboutPiling Design Analysisz
Cool and Cobb Engineering Company
Date: 1 15 20
Job: Carol Bailey
Location: 6514 Student Way
Ft. Pierce, FL 34951
PILING DESIGN ANALYSIS
JAN 2-2 1028
Permitting Departmen�
St. Lucie Co. -ef•-
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".
Based on the total load requirements for each of thesepiles, the push pier driver is to be employed. The push
pier driver should be employed with a calculated load of 12,000 lbs., which will provide pile capacity,
including the 2 to 1 safety factor of 24,000 lbs. which is greater than the maximum calculated total load
of 12,000 lbs. which occurs on the pile identified as no. A-1 . Based on this analysis, the use of the push
pier driver for the helical piles with a specific load of 24,000 lbs. and a minimum depth of 15' is approved
and certified as meeting all the requirements of the Florida Building Code 2017 61h 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 drilling log of the location and depths
of each pile installed so they can evaluate the installation and prepare the "As Built" drawings.
General Notes:
1. All piles to be installed in accordance with ICC ES AC 358
2. A log of each pile to be kept by Contractor noting depth for each pile.
3. Piles installed less than 48" apart are to be battered 10° away from each other.
4. This design is based on the loads of the structure placed on the shallow soils under the structure.
5. No deep soils geotechnical testing information was provided for this design.
6. This design does not address any possible sink hole activity as defined in Florida Statute § 627.706.
1 15 20
Carl Cool, P.E. _
State of Florida "
Professional Engineer"No. 16921
zl�4/
203 W. Main St.
Avon Park, FL 33825
CA No. 29713
File C"Py Office: (863) 657-2323
Fax: (863) 657-2324
** MAX SPACIN(
MIN SPACING
A-7
A-6
A-5
A-J
A-3
LFGEND:
o A-1 -A-11 HELICAL PILES
NOTES.
ONE STORY RESIDENTIAL
File COPY _
CMU W/ STUCCO
Date: 1/15/2020
Sheet 2 of 4
Seal: -
Project:
Carl Cool, P.E.
Coal & Cohh Engineering Company
FLA LICENSE NO 16921
Carol Bailey
203 West Main St.
Certificate of Authorization #29713
6514 Student Way
Avon Park, FL 33825
(863) 657-2323 Office
Ft. Pierce, FL 34951
(863)657-2324 Fax
carl@coolandcobb.com
1/15/2020
Cool and Cobb Engineering Company
Date: 1/15/2020
Job: Carol Bailey
Location: 6514 Student Way
Ft. pierce, FL 34951
Attachment "A"
Total Load on Pile (Live Load + Dead Load)
PILE NO. TOTAL CALCULATE LOAD
A_I 12,000 Ibs
__. A 2 12,000 Ibs
A 3 12,000 Ibs _
A-q
— 12,000
Ibs
A-5
12,000
Ibs _..._.�—_..�..
A 6
12,000
Ibs
A 7
12,000
lbs
— A 8
12,000
Ibs
A-9
12,000
Ibs
12,000
Ibs
Maximum Total Load on Pile: 12,000 Ibs
&If!%JG1/'� Cool and Cobb Engineering Co.
1/15/2020 203 W. Main St.
Carl E. Cool, P.E. - Avon Park, FL 33825
PE# 16921 CA# 29713
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-Push Pier System
Lift Brackets
TMG Manufacturing offers 4 different foundation brackets designed to meet the
needs of any foundation support application. Choose between our heavy duty
lift bracket or our medium duty lift bracket. Both brackets are also available for
grout injection. All of our brackets are made from high -tensile strength steel and
comprised of CNC machined parts, ensuring precision and accuracy. In addition,
all brackets are robotically welded guaranteeing a quality product every time. All
brackets have been field and lab tested and can be powder -coated or galvanized.
Push Pipe
TMG Manufacturing offers several types of foundation support piers, designed
to be installed directly to load bearing strata. All piers are used in conjunction
with our lift brackets to stabilize and strengthen existing foundations. All pins are
engineer certified and field and lab -tested. Can be galvanized or powder -coated.
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1/15/2020
Carl E. Cool, P.E.
PE# 16921
Foundation / Stem Wall
Top Plate
Bottom Plate
racket Tube File Cop c
Ulde Sleeve Cool and Cobb Engineering Co.
203 W. Main St.
Avon Park, FL 33825
CA# 29713
TMG Manufacturing • Tampa, Florida • Telephone: (813) 464-2299 • info@tmgmfg.com • w Amgmfg.com