900 SEMINOLE RD FOUN23-0004 Jason or Claudia Lablanc Design_1Cool and Cobb Engineering Company
__________________________________________________________________________________________________________
__________________________________________________________________________________________________________
203 W. Main St.
Avon Park, FL 33825
Office: (863) 657-2323
Fax: (863) 657-2324
Contractor: Solid Foundations
Date: 5/18/2023
Job: Jason & Claudia Leblanc
Location: 900 Seminole Rd.,
Atlantic Beach, Fl. 32233
CRAWL SPACE JACK DESIGN ANALYSIS
The load requirements for the Crawl Space Jacks designed to assist in supporting the identified areas of the
subject residence were determined. The selected Crawl Space Jack locations and the specific Crawl Space Jacks
are identified on the Jack Identification and Location Plan attached. The calculated total loads on the Crawl Space
Jacks in the specific location, including both dead and live loads are documented in the attached table which is
designated as Attachment “A”. This Crawl Space Jack design is approved and certified as meeting all the
requirements of the Florida Building Code 20 20 7th 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 and reduce deflection in beams. After completion of installation,
Cool and Cobb Engineering Company shall be supplied with a log of the location of each Crawl Space Jack
installed so they can evaluate the installation and prepare the “As Built” drawings.
General Notes:
1.A log of each Crawl Space Jack to be kept by Contractor.
2.Assumed allowable soil loading of 2,000 psf
5/18/2023
Kenneth F Wheeler, P.E.
State of Florida
Professional Engineer No. 60417
Solid Foundations SF Representative:Patrick Wilson
Cell:229-224-1033
Email:pat@solidfoundations.com
CONTRACT DATE:EMAIL:
SUBMITTED TO:Phone:
ADDRESS:
Existing Piers:
Polyurethane 430:
Exsisting Beams
Floor Joist:
Push Pier Model 300:
1910 SW Main Blvd
2/9/2023
Lake City, FL 32025
855-227-0300
www.solidfoundations.com
Crawl Space Pier:
Jason or Claudia Leblanc
Porch Bracket:
Push Pier Model 250:
Helical Pier:
4x6 Wood Beam:
Interior Pier:
Low Profile Bracket:
1-Story home on an elevated pier
system with approximately 20"
clearance.
1 2 3 4 5 6 7 8
9 10 11 12 13 14 15 16
17 18 19 20
5/18/2023
Kenneth F. Wheeler, P.E.
PE #60417
Cool and Cobb Engineering Co.
203 W. Main St.
Avon Park, FL 33825
Date:
Job:
Location:
PILE NO.
1 1,650 lbs
2 1,930 lbs
3 1,930 lbs
4 1,930 lbs
5 1,930 lbs
6 1,930 lbs
7 1,930 lbs
8 1,650 lbs
9 1,650 lbs
10 1,930 lbs
11 1,930 lbs
12 1,930 lbs
13 1,930 lbs
14 1,930 lbs
15 1,930 lbs
16 1,650 lbs
17 1,650 lbs
18 2,150 lbs
19 2,150 lbs
20 1,650 lbs
2,150.00 lbs
Cool and Cobb Engineering Co.
203 W. Main St.
Avon Park, FL 33825
Kenneth F Wheeler, P.E.
PE# 60417
Cool and Cobb Engineering Company
5/18/2023
5/18/2023
Jason & Claudia Leblanc
900 Seminole Rd., Atlantic Beach, Fl. 32233
Attachment "A"
Total Load on Pile (Live Load + Dead Load)
TOTAL CALCULATE LOAD
Maximum Total Load on Pile:
4
2
3
1
1
5
6
1/4
1/4
ITEM NO. PART NUMBER DESCRIPTION QTY.
1 CS-15-1_Top Plate 4” x 6" x 3/8” Top Plate 1
2 CS-15-2_Bottom Plate 15' x 15" x 3/8” Bottom Plate 1
3 CS-15-3_Tube Tube 6"_ 2.5" SCH 40 1
4 CS-15-4_Extension
Tube Tube 24"_ 2.5" SCH 40 1
5 CS-15-5_Threaded
Rod 1” X 12” Threaded Rod 1
6 FSS-25-1032-
1000_Pipe Cap Pipe Cap 1
7 1-8 NUT 1
A A
B B
4
4
3
3
2
2
1
1
CRAWL SPACE
BRACKET
-CS-15
SHEET 1 OF 1
4/5/2021JEO
UNLESS OTHERWISE SPECIFIED:
SCALE: 1:12
REVPART NO.BSIZE
TITLE:
NAME DATE
COMMENTS:
Q.A.
MFG APPR.
ENG APPR.
CHECKED
DRAWN
MATERIAL
INTERPRET GEOMETRIC
TOLERANCING PER: ASME Y14.5
DIMENSIONS ARE IN INCHES
TOLERANCES:
FRACTIONAL 1/16
ANGULAR: MACH .5
TWO PLACE DECIMAL .01
THREE PLACE DECIMAL .005
NOTES: UNLESS OTHERWISE SPECIFIED
WEIGHT:
7
1-8 NUT
Cool and Cobb Engineering Co.
203 W. Main St.
Avon Park, FL 33825
5/18/2023
Kenneth F. Wheeler, P.E.
PE #60417