2133 Seminole Rd Unit 6 FOUN18-0008 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
THOMAS MARY K TRUST P O BOX 4781 OCALA FL 34478
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:
169515 0400 SECTION LAND
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
2133 SEMINOLE RD UNIT 6
FOUNDATION ONLY SINGLE OR
TWO FAMILY FOUNDATION
ONLY
STABILIZATION FOR
FOUNDATION $8200.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $95.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $47.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.14
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: 3/31/2023
PERMIT NUMBER
FOUN18-0008
ISSUED: 3/31/2023
EXPIRES: 9/27/2023
FOUNDATION ONLY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
TOTAL: $146.64
2 of 2Issued Date: 3/31/2023
PERMIT NUMBER
FOUN18-0008
ISSUED: 3/31/2023
EXPIRES: 9/27/2023
FOUNDATION ONLY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
STABILIZATION FOR FOUNDATION
FOUN18-0008
2133 SEMINOLE RD UNIT 6
Solid Foundation Solutions, LLC
0'a,,p''4City
of Atlantic Beach APPLICATION NUMBER
Lis Building Department To be assigned by the Building Department.)
J O
A'1 800 Seminole Road
1U ` — (6
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 • Fax(904) 247-5845 7
on 0' E-mail: building-dept@coab.us
Date routed: I /17-1)
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: Z (3 3 Ern(,\)c(_ Dep•rtment review required Yes/ fsfo
uildinq.
Applicant:
V
S U Q roc Q.•A7-(C•coS (,,o ` Planning &Zoning
Tree Administrator
Project: FOCI/O LAT( 0 ti
Public Works
Public Utilities
SiAact_- _ eok-7--1 C-)t> __) Public Safety
Fire Services
Review fee $ Dept Signature
Review or Receipt
DateOtherAgencyRevieworPermitRequiredofPermitVerifiedBy
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: I(/Approved. Denied. I INot applicable
Circle one.) Comments: fV 0 C----
BUILDING
PLANNING &ZONING Reviewed by: / Ws Date:/2--/).-1Y
TREE ADMIN.
Second Review: I !Approved as revised. Denie . Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: I lApproved as revised. Denied. Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
awl.t I UP Y
s
5‘...,,,,i,,,..;,, Building Permit Application Updated 10/9/18
qkCity of Atlantic Beach Building Department ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
S ~ Phone: (904) 247-5826 Fax: (904) 247-5845 Email: Building-Dept@coab.us IS REQUIRED.
Job Address: 2133 Seminole Rd Atlantic Beach FL 32233 Permit Number: rOON ( g ` 0008
Legal Description 09-2S-29E .140 PT GOVT LOT 1 RECD O/R 16809-2098 RE#
Valuation of Work(Replacement Cost)$8,200.00 Heated/Cooled SF Non- Heated/Cooled
Class of Work: New ElAddition Alteration 4Repair Move Demo Pool Window/Door
Use of existing/proposed structure(s): ECommercial ®Residential
If an existing structure, is a fire sprinkler system installed?: Eyes Cho
Will tree(s) be removed in association with proposed project?E`fes(must submit separate Tree Removal Permit) I:No
Describe in detail the type of work to be performed:
Foundation Stabilization using Push Piers
Florida Product Approval# for multiple products use product approval form
Property Owner Information
Name Mary ThomasAddress P.O. Box 4781
City Ocala State FL Zip 34778 Phone (352) 266-0015
E-Mail lobs@maryk.com
Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) n/a
Contractor Information
Name of Company Solid Foundation Solutions LLC Qualifying Agent Walter Lawson
Address2704 SW Main Blvd City Lake City State FL zip32025
Office Phone (386) 758-2727 Job Site Contact Number (386) 758-2727
State Certification/Registration# CGC1526697 E-Mail Chad@solidfoundations.com
Architect Name&Phone#
Engineer's Name& Phone# Cool and Cobb Engineering
Workers Compensation Insurer W.L. Hunter Insurance Agency LLC OR Exempt Expiration Date 07/03/2019
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. 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.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature of Owner or Agent) Signature of Contractor)
Signed and sworn to(or affirmed)before me this 3 day of Signed and sworn to(or affirmed)before me this 3_day of
De- 1C IQ ,by Maly MOmas 17cc. _, 206 ,by a(kj - IS.
E. . . . -'C-: YHEART
4. :- SHt y, Is rCtiV FART r of Notarv1
MY COMMISSION#FF910508
MY COMMISSION#FF910508 1/4„.„.., EXPIRES August 18,2019
r EXPIRES August 18.2019
71-Personally KnowsoOnss-ni5a FMndaNd•ryService.com j-Personally Known OR
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I I Produced Identification Produced Identification
Type of Identification: Type of Identification:
SF Representative: M-
Solid Foundations
C.
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Zy
www.
solidfoundations.com Cell:
Main Blvd. Q N :u.=i.`.'
2704 SWEmail:
f
Lake City, Fl 32025
855-227-0300
EMAIL: g
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PROPOSAL DATE: ,1 1 3 \
HOME:
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SUBMITTED TO WORK:
4 ADDRESS CELL.
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FAX:
los INSTALLATION DATE: \'L-\) \ •
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DESCRIPTION OF PROJECT
1131111111 To
PROPOSE
To furnish material&labor-complete in
3'Push Pier Model 300 Push Pier'
7 Push Pier'Model
Pi
Push Pier' 111111111111111111--
accordance with above specification for the sum`orf
Total Contract Price
o $ Z
7-____
j---_
b n ',
Concrete R&R Per Per Deposit Required 30/o $
Due Upon Completion $ t `{-
Spreader Beam(sem) linear foot
Crawl Space Pier Notes:Additional steel piers installed exceeding 25ft will be charged at a rate of522.002.000Polyurethane Target
It is possible that voids or unknown anomalies could be encountered during the
gallon.
Grout Injection process,requiring additional material.This will be charged
Wood Beam 14x6)1111111111111 1 V t Al. ( rIRitials:
C wi Space Re-Level
e '` y` I that any cracks or stress point created by
ra Due to the nature of these typdtl of repairs.there is a possibility
minor).We
re
not be
Polyurethane 1nleQan the settlement may become apparent during any lifting or stabilizing procedure(usuallynot
Deka A
responsible for any cosmetic repairs.Compensation for any additional services you request
exceed
covered under this proposal will be based upon the actual time sp nth
services performed.
pvnusepersonnel
willnot
eed
n•ut 8 nee Removal the quoted amount without written authorization.In performing
standardselexperienced
nre
and
qualified in canons phases will perform our services in strict accordance with industry
ltic-
1 tures recommendations.
Acceptance of Contract I omnis are aware of and agree dther,the'Contract-1 ouare trwnzed to do the wad(
as specified
the attached Job
in.
and then
attachedctlipwillLimmakea Warrantya m(tens set
as speafied the Contract.Ilwe will the payment set lath in the Contract at the time of conipleeon wire
will pay your service charge of 1-112%(1(1%per annum)it myrou aooawt e 5 days or more past due,plus your
IIIIINIIIIIMINIIIIIIIIIII attorneys lees and costs to collect and enforce Contract
11111111.1111111111.1.11111111111111111111 Any iteration horn the above specifications and corresponding pros a U nsc Y I we
re
e made only
UMIIIIIINIIIIIIIMIII_--
or the wort.in the Proposal al rhe tine scheduled
t
VINIMINIIMINIMINEMEMENIIIIMIE
upoonilMe Caoadentsiomei or rdeladelays tbeyond our control.30%deposit to be plead on the schedule and the remainder due
at completion at the job
UIINIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIII Client
Deft —______
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Cool and Cobb Engineering Company
Date: 11/19/18
Job: Mary Thomas
Location: 2133 Seminole Rd
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 push pier driver is to be employed.The push
pier driver should be employed with a calculated load of 15,600 lbs.,which will provide pile capacity,
including the 2 to 1 safety factor of 31,200 lbs.which is greater than the maximum calculated total load of
15,600 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 31,200 lbs. and a minimum depth of 15' 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 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. Minimum pile depth to be 15'-0"
4. Piles installed less than 48"apart are to be battered 10°away from each other.
5. This design is based on the loads of the structure placed on the shallow soils under the structure.
6. No deep soils geotechnical testing information was provided for this design.
7. This design does not address any possible sink hole activity as defined in Florida Statute§627.706.
11/19/18
Carl Cool, P.E. i
State of Florida
Professional Enginee to 6 1
L ac.,w , 203 W. Main St.
REVIEWED FOR CODE COMPLIANCE 'Avon Park, FL 33825
CITY OF ATLANTIC BEACH
CA No. 22
SEE PERMITS FOR ADDITIONAL
ffice: (863) 657-23323
13
REQUIREMENTS AND CONDITIONS
Fax: (863) 657-2324
REVIEWED BY;DATE /2-/2 7 r
MAX SPACING 4'
MIN SPACING 4'
6 A-1
Q A-2
Q A-3
Q A-4
O A-5
Q A-6
Q A-7
Q A-8
O A-9
Q A-10
LEGEND:
OFFICE COPYoA-1 -A-10 Model 300 Push Piers
NOTES:
THREE STORY RESIDENTIAL
CMU W/ STUCCO
Date: 11/19/2018
Sheet 2 of 6
Seal: Project:
Carl Cool,P.E.
Cool & Cobb Engineering Company FLA LICENSE NO 16921 Mary Thomas
203 West Main St. Certificate of Authorization#29713 2133 Seminole Rd
Avon Park, FL 33825 863)657-2323 Office Atlantic Beach,Fl.32233
863)657-2324 Fax
carl@coolandcobb.com
11/19/2018
Cool and Cobb Engineering Company
Date:11/19/2018
Job: Mary Thomas
Location: 2133 Seminole Rd
Atlantic Beach,Fl.32233
Attachment"A"
Total Load on Pile Live Load+Dead Load)
PILE NO. TOTAL CALCULATE LOAD
A-1 15,600 lbs
A-2 15,600 lbs
A-3 15,600 lbs
A-4 15,600 lbs
A-5 15,600 lbs
A-6 15,600 lbs
A-7 15,600 lbs
A-8 15,600 lbs
A-9 15,600 lbs
A-10 15,600 lbs
Jr ILL COPY
Maximum Total Load on Pile: 15,600 lbs
Cool and Cobb Engineering Co.
11/19/2018 203 W.Main St.
Carl E.Cool,P.E. Avon Park,FL 33825
PE#16921 CA#29713
7_--:- '-''",'.
4"'s'4',, 17:-_-__ ":'-'-'r r.,,,,,
f 1 7 Push Pier System
ifie• • —
MANUFACTURING
Lift Brackets
TMG Manufacturing offers 4 different foundation brackets designed to meet the
needs of any foundation support application. Choose between our heavy dutyliftbracketorourmediumdutyliftbracket. Both brackets are also available for ''
el.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
bracketsy
are robotically welded guaranteeing a quality product every time. All IIbracketshavebeenfieldandlabtestedandcanbepowder-coated or galvanized.
Product Capacity
Standard Duty Lift Bracket 45 kips111
Heavy Duty Lift Bracket 70 kips
Standard Duty Injection Bracket 45 kips
i
Heavy Duty Injection Bracket 70 kips '
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.
Product Wall Thickness Outside Diameter Tensile Strength (lbs) Yield Strength ids}
Standard Push Pipe 217"2.875" 14,500 262,000
Heavy Duty Push Pipe 308"2.875` 16,900 276,400
Standard Injection Push Pipe 217"2.875' 14,500 262,000
Heavy Duty Injection Push Pipe 308"2.875' 16,900 276,400
Foundation i Stem Wall
Top Plate
AO Bottom Plate
Cool & Cobb Engineering CoBracketTube
203 West Main Street
Carl E.Cool,P.E. Gusset Guide Sleeve
Avon Park,
CA No.
29713L
33825
P.E.No. 16921
PE No. 16921
Date: NOV 1 9 201R
TMG Manufacturing•Tampa.Florida •Telephone:(813)464-2299•info@tmgmfg.com•www.tmgmfg.com