19 Forrestal Cir FOUN19-0006 Repair Sr .1.A�r� FOUNDATION ONLY PERMIT PERMIT NUMBER
� ' j
,\., FOUN19-0006
jv � CITY OF ATLANTIC BEACH ISSUED: 10/18/2019
800 SEMINOLE ROAD
ATLANTIC BEACH. FL 32233 EXPIRES: 4/15/2020
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.
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.
JOB ADDRESS: ! PERMIT TYPE: DESCRIPTION: VALUE OF WORK:
FOUNDATION ONLY SINGLE OR
19 FORRESTAL CIR TWO FAMILY FOUNDATION FOUNDATION REPAIR $12620.00
ONLY
TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION:
CONSTRUCTION: i NUMBER: GROUP:
171746 0000 ATLANTIC BEACH VILLA #
01
COMPANY: ADDRESS: CITY: STATE: ZIP:
ALPHA FOUNDATION 4778 - B WO B WOOLAND CIR TALLAHASSEE FL 32303
SPECIALISTS
OWNER: ADDRESS: CITY: STATE: ZIP:
MANGANI MATTHEW P 19 FORRESTAL CIR N ATLANTIC BEACH FL 32233
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.
irk
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $115.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $57.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $259
Issued Date: 10/18/2019 1 of 2
sLAs''` FOUNDATION ONLY PERMIT PERMIT NUMBER
:s moi'
r , -<_ FOUN19-0006
CITY OF ATLANTIC BEACH
r ISSUED: 10/18/2019
J,s ,� 800 SEMINOLE ROAD EXPIRES: 4/15/2020
ATLANTIC BEACH. FL 32233
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL: $177.09
Issued Date: 10/18/2019 2 of 2
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
Man
StiecmBelcehR, o
rida 32233-5445 F0 U tV 1 � V/-�O/
7
Phone(904)247-5826 Fax(904)247-5845
.�!011 qr E-mail: building-dept@coab.us Date routed: (73 l ! L t 9
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 1.°1 For re— ' ``( Cr /3 Department review required Yes No
--II Buildi
Applicant: N 7)k Ov FOO NaCiji ),� Planning&Zoning
F. `1 t "Tr AdmTPSistrator
FProject: � C� IlCiCIALGi, t _EQ �� Public Works
P Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
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: ❑Approved. ❑Denied. ❑Not applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: Date:
TREE ADMIN.
Second Review: [1]Approved as revised. ❑Denied. Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ['Approved as revised. ['Denied. ['Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
Building Permit Application OFFICE COPY Updated10/9/18
City of Atlantic Beach Building Department **ALL INFORMATION
-11111V ' 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED.
/ \t 3 FOON(C1 — cDOO,
Job Address: JW1 r Permit Number: i
Legal Description k RE# C "1 1`]C-0..P"i_D
Valuaaof Work Replacem•nt ost)$ \ZIQ LO "2S Heated/Cooled SF Non-Heated/Cooled
4 D• Class of Work: ❑New ❑Addition iteration ❑Repair ❑Move ❑Demo ❑Pool ❑Wind D�b'f L'" $ F.
• Use of existing/proposed structure(s): ❑Commercial ❑Residential
• If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No
• Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removariermit) ❑CQeIV
Describe in detail the type of work to be performed:
Building D n rtment
City t1rAtPAnt[� ',�a�
Florida Product Approval# for multiple products use product.appr`i5v(Ttirm�► F�-
Property Owner Information
Name (. J)--LAJ I\J'\ r'\ Gto.k Address1 ---,�PSiQ C,
City 1P ,r\- _ tc State 'L-- Zip 3 22_ 3 Phone 3)J (6'4
Mailr`LIRutt (�.r.,� c
Owner or gent(If Agent, Poimer of Attorney or Agency Letter Required)
Contractor Information
Name of Company Alpha Foundations Qualifying Agent Matthew Shanley
Address P.O.Box 13469 City Tallahassee State Florida Zip 32317
Office Phone 800-714-3020 _Job Site Contact Number 904-524-6105
State Certification/Registration# CBC1257350 E-Mail laura(dalphafoundations.com
Architect Name&Phone#
Engineer's Name&Phone# Ao flea /3• f3oss S� oinft=bienter" ?Dy— 9'O— SS S 6
Workers Compensation Insurer OR Exempt❑ Expiration Date
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. e I TEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO' ► ' BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
�6
V\64\L\O-11
(Signature of Own or Agent) (Signature of Contractor)
Signed and sworn to(or affirmed) befor me this day of Signed nd sworn to(or affirmed)before iRe this day of
OdsbG/ , 20/9 ,by ,�/,� v/ 11 I C 6,by 01VJk v\G.'l Q,`7
O
AUSTIN M.SCHROWJ gnature of Notary) (Signature of Notary)
Commission#GG 263045
Expires 41- 4'
AUSTIN M,get,
:3.•... 1 ...'"RC*414
.."^`�']14160 e+ly p�� [ ]Personally Known OR , Canmission#GG
• o., -• - 4011 ['(Produced Identification '..•;y;;,.;.- EYpires Seen n�;,, �.
Type of Identification: /lMP/'S Ii ce/[Se Type of Identification: LI t i�7ise�,%•_.
...a., - 019
green GBuilding ®eslgn
\)FFICE COPY
Engineering ( Project Management ( Inspections
(904)900-5856
1301 Riverplace Boulevard Suite 800
Jacksonville, FL 32207
www.greenbuildingdesign.com
Certificate of Authorization Number 28891
Donald A. Boggs, PE
Florida PE 31054
don@greenbuildingdesign.com
a
Foundation Stabilization U
19 N. Forrestal Circle co
Atlantic Beach, FL 32233 -J v c 0
CJ
October 3, 2019 U m o
a c
wrzaa
Mr. Trey Sumner0cc'4 0 z
Alpha Foundation Specialists, Inc. U m
4778-B Woodlane Circle O Q 2
Tallahassee, FL 32303
® ccw
Dear Mr. Sumner: LJ _— w m
LVa w
J
I have reviewed the settlement issue at 19 N. Forrestal Circle, Atlantic Beach, FL 32233 and hay CC
"'
the following comments: w
ac
1. The house is a one-story concrete block home built in 1961.
2. The foundation is a concrete perimeter footing
3. The floor is concrete slab on grade.
4. The north and west concrete walls of the home are experiencing settlement and require
stabilization. (see photos)
5. The interior floor slab along the west wall and northwest corner is also subject to settlement
and requires stabilization.
6. Measurements taken at the northwest corner of the home indicate settlement as much as
3.4 inches below the original finished floor.
7. The cause of the settlement is unknown, but most likely due to a combination of age and
decomposing organics in the supporting soil.
8. Soil borings were not taken.
9. It is likely that the settlement will continue to occur unless both the floor slab and
foundation are stabilized.
Alpha Foundation Specialists, Inc. OFFICE C O P Y
Foundation Stabilization
19 N. Forrestal Circle
Page Two
10. To stabilize the foundation, we recommend installing 1 three inch helical pier on the far
western portion of the south wall,4 three inch helical piers along the west wall,and 2 three
inch helical piers along the western portion of the north wall a total of 7 three inch helical
piers. These helical piers shall be up to 14 feet long using a standard bracket with a
maximum spacing of 7.0 feet as shown in the attached sketch.
11. Spacing can exceed 7.0 feet to avoid placement directly under a door or window.
12. To stabilize the interior concrete floor along the east side and northeast side of the home,
we recommend using Po1yLEVEL as shown in the attached sketch.
If you need additional information or have any questions, please call.
Res.-ct ully,
onald A. Boggs, PE
L PE 31054
Attachments: Sketch and Photos
2(�
2
green GBuildin Desi n OFFICE COPY
9 9
Engineering I Project Management I Inspections
(904)900-5856
1301 Riverplace Boulevard Suite 800
Jacksonville, FL 32207
www.greenbuildingdesign.com
Certificate of Authorization Number 28891
Donald A. Boggs, PE
Florida PE 31054
don@greenbuildingdesign.com
Foundation Stabilization
19 N. Forrestal Circle
Atlantic Beach, FL 32233
October 3, 2019
Q Q PORCH PORCH
0?
(,
A <
yz4
°/`
°'�F FINISHED
STORAGE
<
Fe
ENCLOSED
PORCH
PORCH
Q 3" Helical Piers up to 14 feet long (7 Required)
Spacing is 7.0 ft. (max) { 1
See Letter for exceptions \O
Shaded area to be stabilized using PoIyLEVEL
OFFICE COPY
Ocr green GBuilding ®e4jn
Engineering Project Management I Inspections
(904)900-5856
1301 Riverplace Boulevard Suite 800
Jacksonville, FL 32207
www.greenbuildingdesign.com
Certificate of Authorization Number 28891
Photos— 19 N. Forrestal Circle — Atlantic Beach, FL 32233
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Front of the house looking north.
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JAXGIS 2017 Aerial.
OFFICE COPY 2
Photos— 19 N. Forrestal Circle
2=
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ate/ r :
JAXGIS Property Map
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0
S I•� Plata Rd AlM1e
"or C 1 w 11/hBeach
sI Red7m Dr
Clipper Ship In
W Iplh Q Z
W 9th SI s/ t3 1717460000 a Sabato Dr g �'/A
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n
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nr.e Cutlass Dr o a fo
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n
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SerD s N q -.0 2
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i.
JM s. i/moi C�. t? 3 Tlrlon Rd 0 $ �' polnselha
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i1�,q/ .. _81, Ca'nNI In n O V•cuna Rd h •1 c 4lbats
4. 9 , a , Row A
v tbrotrnla�,
Jiy$/ J c ^ Ca.ally Rd CY 0it,/aS v
yT, o : t n PfeasI c
1n • Si/ s d.
Id
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.1 St N pan, ^ atI nlc.Vltava I
4.;pp.t9 t-*Not Sturdiv ant A.e_
Nit,
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Atlantic Blvd
IP
f� Lemon SI
JAXGIS Vicinity Map
OFFICE COP3Y
Photos—19 N. Forrestal Circle
fig
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r ......I ,.. .. 1 .. .40,.. .,,,, , 4-i,
j .
•*-Sit;b1M.i' Aa' t • l'iNtitti
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West wall of the home experiencing settlement.
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,..v..,.,. ,,,,... . ....„...,m ,.. .,
„..„,...„.„.,
... ..., ...4,..,...
. .
..... .t.,,4. . • ... :.- .--,--:- -it ..
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Northwest corner of the home where maximum settlement occurs.
OFFICE COPY
. NOTES:
1. MINIMUM MATERIAL REQUIREMENTS:
SHAFTS-Fy=80 ksi,Fu=70 ksi
; COUPLERS-Fy=70 ksi,Fu=80 ksi
HELIX PLATES-ASTM A572 Gr.50
SHAFT COUPLING HARDWARE-(2)-0%"
GRADE 8 BOLTS WITH NUTS
I
2. ALL WELDING TO BE IN ACCORDANCE WITH AWS 01.1
• LATEST ISSUE WITH E70-XX MIN ELECTRODE.
TT--El 02.875 O.D.x 0.203 WALL3. HELIX PLATES HAVE A NOMINAL 3"PITCH WITH
BLANK EXTENSIONS LEADING AND TRAILING EDGES BEING NO MORE THAN Y4'
(NO HELIX PLATES) OUT OF PARALLEL.
EXTENSION LENGHTS 4. LEADS AND EXTENSIONS ARE AVAILABLE AS EITHER
Qd PART NO. SHAFT OVERALL PLAIN STEEL OR HOT-DIP GALVANIZED IN ACCORDANCE
I- H HP287E2_ 18,00 23.00 WITH ASTM A123.A"-G"IS ADDED TO THE END OF THE
Lu HP287E3 30.00 35.00 PART NUMBER TO DESIGNATE PART AS HOT-DIP
a HP287E4 42.00 47,00 GALVANIZED,
M x HP287E5 54.00 59.00
f- 0 1/ HP287E7 78.00 .83.00 - 5. SHAFT COUPLING HARDWARE IS PROVIDED AS
wHP287E0 _ 114.00 119.00 - ELECTROZINC PLATED IN ACCORDANCE WITH ASTM 8633.
J
¢ 1 6. THE SAME HELIX PLATE CONFIGURATION WITH
Lu c LONGER OR SHORTER SHAFT LENGTHS MAY BE
> POSSIBLE WITH OTHER COMMONLY STOCKED OR
O COUPLER CUSTOM FABRICATED PARTS BASED ON THE PROJECT
SPECIFIC REQUIREMENTS.
\\\ 7. SOME HELIX PLATE CONFIGURATIONS REQUIRE THE
..
USE OF CUSTOM FABRICATED PARTS IN ORDER TO
ACHIEVE THE REQUIRED GEOMETRY INCLUDING THE
SPACING OF THE HELIX.PLATES.THESE CUSTOM PARTS
TYPICALLY DO NOT REQUIRE MORE THAN A FEW EXTRA
DAYS OF LEAD TIME.
02.875 O.D.x 0.203 WALL 8. THIS DOCUMENT IS MEANT TO SERVE AS A GENERAL
o I ,/ LEAD SECTION DESCRIPTION FOR THE PRODUCTS SHOWN FOR
W (HP287L7H02-3850) SUBMITTAL PURPOSES.MORE DETAILED
I MANUFACTURING DRAWINGS ARE AVAILABLE UPON
1--•
REQUEST.
2
w
03.50 O.D.x 0.281
111..
WALL x 6.00 LONG
2 x I�0.84 THRU
w 2.00
0 I 0.38x012.00
HELIX PLATE I ♦ 0
`pq
b 2 x i "BOLTS
0 1.50 J i - { WITH NUTS
♦ (HWSSB-Z-075-425
! ♦ 1.50-I &HWSJ5N-Z-075)
- I 2.00-I ,
\
2 x 00.84 THRU
0.38 x 010.00
4.00 HELIX PLATE ASSEMBLY DETAIL (COUPLER
I 45 MITER �
Document#: Date: 4/24/15 s= a la Iv DJ ,n T I a hi All dimensions are in
AR H PLE 287-Q2 SUPPORTTitle: reVi ORKS° inchesfereannce onlyd Only.
or
Assembly- HP287 Lead and Extensions12330 Cary Circle,Omaha,NE 68128 Scale: NONE
Revision. 0 Sheet: 1 of 1 I Phone: 800-281-8545 DO NOT SCALE DRAWING
a FOUNDATION SUPPORTWOFFKS®,INC.
__.._... ___--___- _._____ OFFICE COPY
NOTES: •
1. MINIMUM MATERIAL REQUIREMENTS: PP CAP PLATE
LATE `9�I
BRACKET WELDMENT-ASTM A36 AND �w
INTEGRATED EXTERNAL SLEEVE - BRACKET HARDWARE
�T•- EXiSTING�
Fy=50 ksi, Fu=62 ks1 SEE NOTES ? `;• STRUCTURE
CAP PLATE-ASTM A572 GRADE 50 r '
BRACKET HARDWARE- •BRACKET I ,:. .'r
(2)-Oda"x 1 G"LONG GRADE B7-Fu=125 ksi (HP288B2)
ALL-THREAD ROD WITH NUTS '' TEMPORARY 1.--r" r\
(HWTR-5210-Z-075-•16 •&HWH8N-Z-075) ,,'�. r EXCAVATION i ,`;`
OPTIONAL BRACKET HARDWARE-
(2)-034'x 16"LONG AISI 1045-Fu=120 ksi -'• j;�� '/f
CONTOUR(COIL)THREAD ROD WITH NUTS !.'=.r.\•. `. ..,,,Z,`• ,, ! . •\•..,.\•\•:., \`\;;'`.\
•
(HWCR-S250-Z-075-16&HWCN••Z-075) '_ • >; ` /,: • /
f� / !-' r i\ f/�\ � • 1 ‹'•', •`.• is\ /•�• :
.• \''t.• ''..s \..4 \ l\\.'� ems,:\ •` `•_.•\ ..
2. ALL WELDING TO BE IN ACCORDANCE WITH AWS 01.1 •�\,1,INTEGRATED - ,•..'., j 0...//\•/ 1;•
LATEST ISSUE WITH E70-XX MIN ELECTRODE. ;', EXTERNAL,!,',, \, , ,,
'. •\."•• SLEEVE\\••..i• I .':. •\• .. `•,\. .\'•
3. BRACKETS AND CAP PLATES ARE AVAILABLE AS EITHER //:,,,/,/ ,. i i '•%1,
PLAIN STEEL OR HOT-DIP GALVANIZED IN ACCORDANCE :; •,`,, \ ; , ', >
WITH ASTM A123.A"-G"IS ADDED TO THE END OF THE .�;
Doc # 2019235081 , OR BK 18964 Page 1278, Number Pages : 1 ,
Recorded 10/11/2019 10 : 08 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10 . 00
NOTICE OF COMMENCE ENT
State of Florida T x Folio No.
County of Duval
To Whom It May Concern:
The undersigned hereby informs you that improvements will be ma e to certai real property,and in accordance with Section 713
of the Florida Statutes,the following information is stated in this NOT CE OF COMMENCEMENT. fl I l��
Legal Description of property being improved:`` 3O ^ ,3 S 2 I10�T 1.,1li3Q rJ"1 U1
Address of property being improved: 1[. 1. Lei ..11 I: -I _ ?—
General
General description of improvements:
Owner: 1 - „) Mw� Address �.�1 7 AE4
Owner's interest in site of the improvement: I —
Fee Simple Titleholder(if other than owner):
Name: I
Contractor: Alpha Foundations ! —
Address: P.O.Box 13469 Tallahassee,Florida 32317
Telephone No.: (800)714-3020 Fax No: (860)671-1313
Surety(if any) I —
Address: I Amount of Bond$
Telephone No: Fax No;
Name and address of any person making a loan for the construction of the improvements
Name:
Address: I —
Phone No: Fax No I
Name of person within the State of Florida,other than himself,designated by miner upon whom notices or other documents may
be served:Name:
Address:
Telephone No: Fax No I
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No
Expiration date of Notice of Commencement(the expiration date is one(1)yearfrom the date of recording unless a different date is
sp:= _. II
;RT�atl+ •;; AUSTIN M.SCHROWANG
'T •'.a'4ACAtiRiSSUMVIER2SASE ONLY OWNER
`-:* o�Expires September 27,2022
�•O'!°'r Bonded'Nu Troy Fain fnwroncespp 44019 Signed: i Date: ID/3/19
Before me this 96 day of c+obe/ in the County of Duval,State
Of Florida,has personally app4ared NO':A 5J.ia(t1
Notary Public at (Urge,State pf Florida,County of Duval.
My commission e�cpires: qh-7/210
Personally Knowr1: or
Produced Identification: DeiveVS I cense
ALL
Revision Request/Correction to Comments **HIGHLI HIED I ON
'1'�� HIGHLIGHTED IN
- City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
`, 'r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: I O OlV(ej -600 6,..,
❑ Revision to Issued Permit OR Corrections to Comments Date: (0\2g\
S
Project Address: NC( 10 --f"'l C-C-C -cox_ 1..Ar'L12..
Contractor/Contact Name: PNO Lo,� ),,LC \\ c7•A.S
Contact Phone: 0\--1 Zy (p (�S— Email: \( ( ,k$0 ,,,,,4c��1� 5 �U'1
Description of Proposed Revision/Corrections:
k
Iv'�\iti5\,,•.c affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Willproposed revision/corrections add additional square footage to original submittal?
No ❑ Yes (additional s.f.to be added: )
• Willproposed revision/corrections add additional increase in building value to original submittal?
•Igo ❑*Yes (additional increase in buildin v lue: $ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/Ag nt: ,v
—\\- --'9.---k,
(Office Use Only)
g-Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ d . 0
Revision/Plan Review Comments
Departmeht Review Required:
(_Building
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities 1 0 -2._f) \t 1
Public Safety Date
Fire Services Updated 10/17/18
green quilding Design
Engineering Project Management Inspections
(904)900-5856
1301 Riverplace Boulevard Suite 800
Jacksonville, FL 32207
www.greenbuildingdesign.com
Certificate of Authorization Number 28891
Donald A. Boggs, PE
Florida PE 31054
don@greenbuildingdesign.com
Foundation Stabilization
19 N. Forrestal Circle
Atlantic Beach, FL 32233
October 3, 2019 (Revised October 25, 2019) `O4v C76'C76'Mr. Trey Sumner ��
Alpha Foundation Specialists, Inc. J b-06\12..- �
4778-B Woodlane Circle u. FO
Tallahassee, FL 32303 O
Dear Mr. Sumner: E
I have reviewed the settlement issue at 19 N. Forrestal Circle, Atlantic Beach, FL 32233 and have
the following comments:
1. The house is a one-story concrete block home built in 1961.
2. The foundation is a concrete perimeter footing
3. The floor is concrete slab on grade.
4. The north and west concrete walls of the home are experiencing settlement and require
stabilization. (see photos)
5. The interior floor slab along the west wall and northwest corner is also subject to settlement
and requires stabilization.
6. Measurements taken at the northwest corner of the home indicate settlement as much as
3.4 inches below the original finished floor.
7. The cause of the settlement is unknown, but most likely due to a combination of age and
decomposing organics in the supporting soil.
• r
•
8. Soil borings were not taken.
9. It is likely that the settlement will continue to occur unless both the #1 Js1ar�anc ,j,�
foundation are stabilized.
Fac :v � � 14\-
1
Alpha Foundation Specialists, Inc.
Foundation Stabilization
19 N. Forrestal Circle
Page Two
10. To stabilize the foundation, we recommend installing 1 three inch helical pier on the far
western portion of the south wall,4 three inch helical piers along the west wall,and 2 three
inch helical piers along the western portion of the north wall a total of 7 three inch helical
piers. These helical piers shall be up to 14 feet long using a standard bracket with a
maximum spacing of 7.0 feet as shown in the attached sketch.
11. Spacing can exceed 7.0 feet to avoid placement directly under a door or window.
12. Spacing can be 9.0 feet+1-to avoid impacting the tree roots in the center of the west wall.
Due to site conditions, the piers to the north and south of the tree root along the west wall
can be placed under the window in that area since the bottom of the window is more than
32 inches (four block courses) above the perimeter footing.
13. To stabilize the interior concrete floor along the east side and northeast side of the home,
we recommend using Po1yLEVEL as shown in the attached sketch.
If you need additional information or have any questions, please call.
Resp- t F lly,
ald A. Boggs, PE
F PE 31054
ec /
Attachments: Sketch and Photos l,�
®FX c
Cpp ,tip
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