2133 Seminole Rd Unit 5 FOUN18-0008 Submittal 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 Date
Other Agency Review or Permit Required of Permit Verified By
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 '�D71 '�''3 aw"'°"'�°'"rys°^K•.f�m
I I Produced Identification [ ] Produced Identification
Type of Identification: Type of Identification:
SF Representative: �--M-
Solid Foundations
C.
r Zy
www.solidfoundations.com Cell: �� � ---
Main Blvd. Q N :u.►=i�►.`.' . . ,
2704 SWEmail: f
Lake City, Fl 32025
855-227-0300 •
EMAIL: g " N�
PROPOSAL DATE: ,1 1 3 \�
HOME: VBG
SUBMITTED TO -
WORK:
•
4 ADDRESS CELL.
1 - . - - L Its '
FAX:
los INSTALLATION DATE: \'L-\) \ •
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0 { b y c C>n \ 7--c, {-c L
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)
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= /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 tNaend exceed
- covered under this proposal will be based upon the actual time sp nth services performed.pvn use personnel 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 ou are 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 upooni l Me Caoadents iomei or rdela delays tbeyond our control.30%deposit to be plead on the schedule and the remainder due
__- at completion at the
job
UIINIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIII Client Deft —______64:141.113-1
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—_ wawa a wa x 12"r —
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srgneture x ___(_:„4-.-,:i _ - ---
1111
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 COPY
o A-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 duty
lift bracket or our medium duty lift bracket. 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
II
brackets have been field and lab tested and can be powder-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 Co
Bracket Tube 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