2332 BAREFOOT TR FOUN23-0013 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
O PEZIO ROBERT J 2332 BAREFOOT TRCE ATLANTIC BEACH FL 32233-6603
COMPANY:ADDRESS:CITY:STATE:ZIP:
Solid Foundation
Solutions, LLC 2704 SW Main Blvd Lake City FL 32025
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169463 0608 OCEANWALK UNIT 02
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
2332 BAREFOOT TRACE
FOUNDATION ONLY SINGLE OR
TWO FAMILY FOUNDATION
ONLY
FOUNDATION REPAIR -
HELICAL PILES $5700.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $80.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 11/13/2023
PERMIT NUMBER
FOUN23-0013
ISSUED: 11/13/2023
EXPIRES: 5/11/2024
FOUNDATION ONLY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
TOTAL: $124.00
2 of 2Issued Date: 11/13/2023
PERMIT NUMBER
FOUN23-0013
ISSUED: 11/13/2023
EXPIRES: 5/11/2024
FOUNDATION ONLY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $124.00
FOUN23-0013 Address: 2332 BAREFOOT TRACE APN: 169463 0608 $124.00
BUILDING $80.00
BUILDING PERMIT 455-0000-322-1000 0 $80.00
BUILDING PLAN REVIEW $40.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00
STATE SURCHARGES $4.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL FEES PAID BY RECEIPT: R25472 $124.00
Printed: Monday, November 13, 2023 1:30 PM
Date Paid: Monday, November 13, 2023
Paid By: Solid Foundation Solutions, LLC
Pay Method: CREDIT CARD 10115996627
1 of 1
Cashier: TG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R25472
FOUN23-0013
By Mike Jones at 2:31 pm, Nov 06, 2023REVIEWED FOR CODE COMPLIANCE
FOUN23-0013
FOUN23-0013
Cool and Cobb Engineering Company
__________________________________________________________________________________________________________
__________________________________________________________________________________________________________
203 W. Main St.
Avon Park, FL 33825 Office: (863) 657-2323 Fax: (863) 657-2324
Contractor: Solid Foundations
Date: 10/31/2023 Project: 23-1415
Job: Robert O’Pezio
Location: 2332 Barefoot Ter., Atlantic Beach, Fl. 32233
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”. Based on the total load
requirements for each of these piles, the 12ALS driver is to be employed. The 12ALS torque driver should be
employed with a selected gauge pressure of 1,000 psi, which will provide pile capacity, including the 2 to 1
safety factor of 37,330 lbs. which is greater than the maximum calculated total load of 12,000_ lbs. which
occurs on the pile identified as no. 1 . Based on this analysis, the use of the 12ALS torque driver for the piles
with a specific gauge pressure of 1,000 psi and a minimum depth of 10’ is approved and certified as meeting all
the requirements of the Florida Building Code 2020 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. 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 and final torque installed for each pile.
3. Minimum pile depth to be 10’-0”.
4. All pile calculations are based on a maximum spacing of 8’-0”.
5. Helical piles installed less than 48” apart are to be battered 10° away from each other.
6. This design is based on the loads of the structure placed on the shallow soils under the structure.
7. No deep soils geotechnical testing information was provided for this design.
8. This design does not address any possible sink hole activity as defined in Florida Statute § 627.706. 10/31/2023 Kenneth F. Wheeler, P.E. State of Florida Professional Engineer No. 60417
By Mike Jones at 2:34 pm, Nov 06, 2023
Solid Foundations SF Representative:Jimbo Willis
Cell:386-288-3240
Email:Jimmie@solidfoundations.com
CONTRACT DATE:EMAIL:
SUBMITTED TO:Phone:
ADDRESS:
R&R Concrete
NCFI-24-010
Windows/Doors:
Floor Joist:
Push Pier Model 250:
Helical Pier:
Robert O'Pezio
2332 Barefoot Ter.
904-655-4192
Crawl Space Pier:
Lake City, FL 32025
855-227-0300
www.solidfoundations.com
Push Pier Model 300:
1910 SW Main Blvd
4x6 Wood Beam:
Interior Pier:
Low Profile Bracket:
Porch Bracket:
opzo@comcast.net10/23/2023
STABILIZE ONLY
1-story home on a
stemwall foundation with
stucco siding
1
2 3 4
10/31/2023
Kenneth F. Wheeler, P.E.PE #60417Cool and Cobb Engineering Co.203 W. Main St.
Avon Park, FL 33825
Date:
Job:
Location:
PILE NO.
1 12,000 lbs
2 12,000 lbs
3 12,000 lbs
4 12,000 lbs
12,000.00 lbs
Cool and Cobb Engineering Co.
203 W. Main St.
Avon Park, FL 33825Kenneth F Wheeler, P.E.
PE# 60417
Cool and Cobb Engineering Company
10/31/2023
10/31/2023
Robert O'Pezio
2332 Barefoot Ter., Atlantic Beach, Fl. 32233
Attachment "A"
Total Load on Pile (Live Load + Dead Load)
TOTAL CALCULATE LOAD
Maximum Total Load on Pile:
Digga North America - info@diggausa.com - www.diggausa.com - P: 563-875-7915 C: 563-845-9177
PLANETARY ANCHOR DRIVES9,000 FT LBS - 12,000 FT LBS
PREMIUM ANCHOR DRIVES
FEATURES
• High efficiency EATON/DIGGA bell geroler hydraulic motors
with integrated Pressure Relief Valve ensures max volumetric
effeciency for consistent & efficient pile installation throughout
your working day
• More linear feet in the ground = greater returns
• ECV (Energy Control Valve) to prevent rapid decompression of
oil, caused by the reverse energy created by Pile Kick-back
• Engineered hood & ears for maximum strength
• Extreme duty shaft retaining system
• No Case Drain required
• 3yr Gearbox & 2yr Motor Warranty
Developed in conjunction with the leading Screw Anchor/Pile installers around the world. The only true Anchor Drives available, de-
signed & manufactured inhouse by Digga, specifically for the rigours of the application. Host machine operates in the most efficient
HP range, minimizing wear & tear, to optimize performance & ensure highest returns.
Need Torque from a lower pressure? No problem.
Two pressure series are available to suit your requirements.Standard pressure series, for machines with 3500 PSI. Low Pressure series, for machines with 3000 PSI
GEARBOX WARRANTY
3 YEAR
MOTOR WARRANTY
2 YEAR
STANDARD PRESSURE - 3500 PSI
MODEL 9ADS 12ADS
Nominal Torque (FT LBS)9,112 11,542
Max Pressure - Do Not Exceed 3500psi @ 29gpm 3500psi @ 29gpm
Max Flow - Do Not Exceed 55gpm @ 1800psi 55gpm @ 1800psi
Max Horse Power 60 60
Pressure Relief Valve Included Included
Energy Control Valve Included Included
Standard Output Shaft 2.5” Hex 2.5” Hex
Weight (lbs)351 351
Overall Length (in)37.2”37.2”
Diameter (in)11.4”11.4”
LOW PRESSURE - 3000 PSI
9ALS 12ALS
9,893 12,445
3000psi @ 29gpm 3000psi @ 29gpm
55gpm @ 1800psi 55gpm @ 1800psi
60 60
Included Included
Included Included
2.5” Hex 2.5” Hex
351 351
37.2”37.2”
11.4”11.4”
•Ryno Piling cradle
•Drive Linkages
•Excavator Mounts/Hitch
•Diggalign - Pile/Auger Alignment system
•Torque Monitoring - Pressure Differential Guage
•Torque Logic - Pile Alignment / Data Logging system
OPTIONALEXTRAS
10/31/2023
Kenneth F. Wheeler, P.E.PE #60417Cool and Cobb Engineering Co.
203 W. Main St.Avon Park, FL 33825
Digga North America - info@diggausa.com - www.diggausa.com - P: 563-875-7915 C: 563-845-9177
Output speed and torque specifications are THEORETICAL. Speed and torque output are dependent on the overall system efficiencies associated with the prime movers hydraulic system.
This document should be used for information and comparative purposes only. When determining criteria, & application specific information is required, please contact DIGGA.
PLANETARY ANCHOR DRIVES9,000 FT LBS - 12,000 FT LBS
9ADS - STANDARD PRESSURE - 3500 PSI
OUTPUT SPEED OUTPUT TORQUE
GPM RPM PSI FT-LBS
8 9 1,500 3,905
10 12 1,700 4,425
12 14 1,900 4,945
14 16 2,100 5,465
16 19 2,300 5,990
18 21 2,500 6,510
20 24 2,700 7,030
24 26 2,900 7,550
26 28 3,200 8,070
28 31 3,300 8,590
30 33 3,500 9,100
32 38
34 40
36 42
38 45
40 47
42 49
44 52
46 54
12ADS - STANDARD PRESSURE - 3500 PSI
OUTPUT SPEED OUTPUT TORQUE
GPM RPM PSI FT-LBS
8 7 1,500 4,945
10 9 1,700 5,605
12 11 1,900 6,265
14 13 2,100 6,925
16 15 2,300 7,585
18 17 2,500 8,245
20 19 2,700 8,905
24 20 2,900 9,565
26 22 3,200 10,225
28 24 3,300 10,880
30 26 3,500 11,500
32 30
34 32
36 33
38 35
40 37
42 39
44 41
46 43
OUTPUT SPEED & TORQUE
9ALS - LOW PRESSURE - 3000 PSI
OUTPUT SPEED OUTPUT TORQUE
GPM RPM PSI FT-LBS
8 7 1 000 3 298
12 11 1 200 3 957
16 15 1 400 4 617
20 19 1 600 5 276
24 22 1 800 5 936
28 26 2 000 6 596
32 30 2 200 7 255
36 33 2 400 7 915
40 37 2 600 8 574
44 41 2 800 9 234
48 42 3 000 9 893
12ALS - LOW PRESSURE - 3000 PSI
OUTPUT SPEED OUTPUT TORQUE
GPM RPM PSI FT-LBS
8 6 1 000 4 148
12 9 1 200 4 978
16 12 1 400 5 808
20 15 1 600 6 637
24 18 1 800 7 467
28 21 2 000 8 296
32 24 2 200 9 126
36 27 2 400 9 956
40 30 2 600 10 785
44 33 2 800 11 615
48 35 3 000 12 445
10/31/2023Kenneth F. Wheeler, P.E.PE #60417
Cool and Cobb Engineering Co. 203 W. Main St.
Avon Park, FL 33825
DATE DRAWN BY DWG NO.REV
L5, L7 - Leads
HDM-5781012AK7/12/2017 -
3.00" Pitch
2.875" O.D.
.217" Wall Thickness
7/8" Hole
Extension
9.00" Coupling
3-1/2" O.D.
w/ .254" Wall Thickness
8" TYP
Pilot
5/16" Weld
Single Helix
Lead Section
Double Helix
Lead Section
Triple Helix
Lead Section
Typical Pier
Assembly
-NOTES-
1. Hot-dipped galvanized in accordance with ASTM A123.
2. New Construction Bracket, Repair Bracket, Shaft Coupler, Lead Shafts, and Extensions have a nominal wall thickness.
3. Helical pile lead Shafts and Extensions Are carbon steel piles that conform to API 5 CT L80. Minimum yield strength=80 KSI
4. Shaft couplers are carbon steel pipes that conform to API 5 CT L80. Minimum yield strength= 80 KSI
5. Helix plates are carbon steel plates conforming to ASTM A572, Grade 50. Minimum yield strength=68 KSI.
6. Nominal spacing between helical plates is three times the diameter of the preceding helix plate.
7. Coupling bolts: diameter X 4 long Hex Bolt conforming to SAE J429 Grade 8 with matching hex nuts conforming to SAE J995 Grade 8.
8. 2000 Helical Design & Manufacturing has industry recognized written quality control for all incoming materials, and manufacturing processes.
9. All welding to be done by welders certified under Section 4 of the AWS D1.1/D1, 1M Structural Welding Code-Steel.
Leads
Leads
Part NO."A""B""C""D"
L5 NG 8 60" 8"
L7 NG 10 84" 10"
L5 NG 10 12 60"8"10"
L7 NG 10 12 84" 10"12"
L7 NG 8 10 12 84" 8"10"12"
"B"
"C"
"D"
"A"
45 Lead
Do Not Scale
3/8” Thick
Cool and Cobb Engineering Co.
203 W. Main St.
Avon Park, FL 33825
10/31/2023
Kenneth F. Wheeler, P.E.
PE #60417
2000 HELICAL DESIGN AND MANUFACTURING
DATE DRAWN BY DWG NO.REV
2000 HELICAL DESIGN AND MANUFACTURING
E3, E5, E7 - Extensions
HDM-E357AK7/20/2017 -
Extension
9" Coupling
3-1/2" DIA
w/ .25" Wall Thickness
45 Lead
5/16" Weld
Typical Pier
Assembly
"A"
.75 .643".643"
1.11"
.75"
1.85"
4"
4.493"
1.11"
3/4-10 UNC Thread
2.875"
.217 Wall Thickness
Coupling Bolt
And Nut
7/8"
Extension
Extension
3/4x4 Bolt
Extension
3/4 Nut
Extension
Part NO."A"
E3 36"
E5 60"
E7 84"
ExtensionsTorque Strength Rating - 9,281 Ft-Lbs
Ultimate Capacity (Tension/Compression) - 83.53 Kip
* Based On A Torque Factor (Kt)=9
-NOTES-
1. New Construction Bracket, Repair Bracket, Shaft Coupler, Lead Shafts, and Extensions have a nominal wall thickness.
2. Helical pile lead Shafts and Extensions Are carbon steel piles that conform to API 5 CT L80. Minimum yield strength=80 KSI
3. Shaft couplers are carbon steel pipes that conform to API 5 CT L80. Minimum yield strength= 80 KSI
4. Helix plates are carbon steel plates conforming to ASTM A572, Grade 50. Minimum yield strength=68 KSI.
5. Nominal spacing between helical plates is three times the diameter of the preceding helix plate.
6. Coupling bolts: diameter X 4 long Hex Bolt conforming to SAE J429 Grade 8 with matching hex nuts conforming to SAE J995 Grade 8.
7. 2000 Helical Design & Manufacturing has industry recognized written quality control for all incoming materials, and manufacturing processes.
8. All welding to be done by welders certified under Section 4 of the AWS D1.1/D1, 1M Structural Welding Code-Steel.
10/31/2023
Kenneth F. Wheeler, P.E.
PE #60417
Cool and Cobb Engineering Co.
203 W. Main St.
Avon Park, FL 33825
STANDARD DUTY BRACKET (35 KIPS)
HELICAL LEAD – 7’ with 10”/12” Flights, 2 7/8” OD, .217 Wall
(MAXIMUM TORQUE NOT TO EXCEED 10,000 FT LBS. ULTIMATE CAPACITY IS 72 KIPS)
HELICAL EXTENSION – 7’, 2 7/8” OD, .217 Wall
1418 E. Busch Blvd., Suite 311
Tampa FL 33612
813-930-2846
STANDARD DUTY BRACKET
HELICAL EXTENSION
HELICAL LEAD
10/31/2023Kenneth F. Wheeler, P.E.PE #60417
Cool and Cobb Engineering Co.
203 W. Main St.
Avon Park, FL 33825