359 19TH ST - FOUNDATION REPAIR - r\i'j
" ' �S, CITY OF ATLANTIC BEACH
�' 800 SEMINOLE ROAD
JATLANTIC BEACH, FL 32233
N. INSPECTION PHONE LINE 247-5814
RESIDENTIAL ALT/OTHER
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 16-RAAR-1769
Job Type: RESIDENTIAL ALTERATION
Description: FOUNDATION REPAIR
Estimated Value: $5,700.00
Issue Date: 8/16/2016
Expiration Date: 2/12/2017
PROPERTY ADDRESS:
Address: 359 19TH ST
RE Number: 172020-1324
PROPERTY OWNER:
Name: RICHARDS, STEPHEN D
Address: 359 19TH ST
GENERAL CONTRACTOR INFORMATION:
Name: ALPHA FOUNDATION SPECIALISTS
Address: 4778 - B WO B WOOLAND CIR QA MATTHEW
STEPHEN SHANLEY
Phone: 850-877-1313
PERMIT INFORMATION:
II
FEES:
PLAN CHECK FEES $39.25
BUILDING PERMIT FEE $78.50
STATE DCA SURCHARGE $2.00
STATE DBPR SURCHARGE $2.00
Total Payments: $121.75
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
�Sy�rlri City of Atlantic Beach APPLICATION NUMBER
�i \�� Building Department (To be assigned by the Building Department.)
r 1`� 800 Seminole Road ` /, — ✓ RR - 1 7�9
`�\,' , Atlantic Beach, Florida 32233-5445 t v KA
RR
Phone (904)247-5826 • Fax (904) 247-5845 4 / � I
i Cio
',`�„��:- v E-mail: building-dept@coab.us Date routed: v( `
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address:
3S9 I ng- •dept@coreview required Yes No
6uilding
Applicant: (....pi,—(R \---Opponra (C) ..)(C) ..) Ptarming&Zoning
Tree Administrator
Project: FO UNfJRTI00 (�c,,pPi-t 2 Public Works
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: FRArDproved. Denied.
(Circle one.) Comments:
BUILDING
PLA 1 G & ZONING Reviewed by: e7) Date: k -St!/6
6
TREE ADMIN. Second Review: [ [Approved as revised. [ [Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
I
�/ BUILDING PERMIT APPLICATION
OFFICE COPY CITY OF ATLANTIC BEACH
800 Seminole Road,Atlantic Beach,FL 32233
Office(904)247-5826 Fax(904)247-5845 Co- (�A(�- 7�a
ft, 31133
Job Address: S 5° 1914 Si ct4k A4)Q,...)iL Ka-c_1" Permit Number:
..1‘0. c .Vir=t(rift 19.-Z i.a4-1 i
Legal Description S0 7(D t'4'Z5"2 Parcel# ‘1 ()a)0-t?,at-
Floor Area of Sq.Ft. Ojsv Sq.Ft
Valuation of Work$ 5-106..5t, Proposed Work heated/cooled J. non-heated/cooled '-)4.0..--1
Class of Work(circle one): New Addition Alteration a v1) Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial Residential
If an existing structure,is a fire sprinkler system installed?(Circle one): es o N/A
Florida Product Approval#
For multiple products use product approval form R
Describe in detail the type of work to be performed: rA tA.r-r��--V-�u v. I"e- OL I r
Property Owner Information:
Name: Li.i._c�,,_ kZe.0_,(-_,Is- Address: 3 SG1 Lc1'PN S "rex'k
City ilk\a4..1ic, r.,,,v‘ StateRZip '3, 4,33 Phone 010 Li a!'1\ 4't`6a-d.
E-Mail or Fax#(Optional) I, /
Contractor Information: v .C1 ^ - NoyNexc j'y*�+ O -) `o m
Company Name: 41 \&„, 1-'0v-,-A. ,,c-. 5?c8rc to.Lrt 5 Qualifying Agent: ? -V}ve_ci S1'‘ `e-L
Address:0 0o x 13 L1 VA City 1 c tt(AV . 4 e
› ' . State F(., Zip %AI 1—/
Office Phone/0 O 7 I it- S . f..) Job Site/Contact Number c1bi-i-SYS-,1$ I Fax# "tri,0 6 71 i 313 _
State Certification/Registration# C-. C.. as 7 3 5 0
Architect Name&Phone#
Engineer's Name&Phone#
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
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 laws regulating construction in this jurisdiction. This permit becomes
null and void rf work is not commenced within six(6)months,or if construction or work is suspended or abandoned for a period of six(6)months at any time
after work is commenced. l understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,
Heaters,Tanks and Air Conditioners,etc.
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.
I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this
type of work will be complied with whether specified herein or not. 77he granting of a permit does not presume to give authority to violate or cancel the
provisions of any other federal,state,or local law regulating construction or the performance of construction.
Signature of Owne f/I�-I�CG� � p' . Signature of Contractor l/ �
V.
g'
Print Name (./iJ)A / 41- Print Name i'' c's- �wSk±"'�`a./
�i5 _ .ao55 M `
Swo to and subscribed before me g rn m "1::<'
Sworn to and subscribed .•fore me 9. y y c>
thisdAzkay of ' CA-4-Y- -20/L. this _Day of A 1,-¢y}\ .201-6
m C.0 m
rnp (-)
/ / sn TtzC)
IV Z
I / if '/ _ .rill_ ...ma m N D
No li/ / Nota ' b tc -<I
I Revised 01.26.10 110 § -n
JOYCE CONWAY
� ► MY EXPIRES:COMMISSION SEP 24,2019#FF921647
Bonded through 1st State Insurance
Doc # 2016179237, OR BK 17660 Page 813, Number Pages: 1, Recorded 08/04/2016
at 10:53 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00
A r yr?,/ .7/. 41 /6- gfii9R- 17 67
OFFICE COPY
NOTICE OF COMMENCEMENT
State of` lar 1 Tax Folio No. 11 0 C/30--IS Cl 4
County of'T'uk;Qit
To Whom It May Concern:
111 The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF CO V1ME'NCEMENT.
Legal Description of property being improved: -1(12 (T1 a8-aci L cap. rr-bo , 12 ON i.a-Z0 Vt t
11 Address of property being improved: 3 5`l ]`1l''' 5\ty...ik"• M 1,,,,,...46 c i ,,,,,. ,..1., FL 3 a 133
General description of improvements: 1- O L racwvtu,A. ' .eA)0,A T
Owner: tit t,..ek,;, R\cAk R.e-eA S' Address: Set r\\C'" S)Ise.e.)C Q-l'Au -3 C bc_pl.fiA
Owner's interest in site of the improvement: Z� Z ��
Fee Simple Titleholder(if other than owner):
Name:
ontractor: ;, t S><a..1¢�(
Address: P cit.-1/4)3
o�; }3 V ' 6,..,..\\
11&1.,,LSy( 1—.71,
1, 3)„..-3 1-1
Telephone No.: ,SOU -)Iii -3 O a,.p Fax No: %14) -1,-1 ) -1'3 )3
Surety(if any)
• Address: Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the improvements
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be
served: Name:
Address:
Telephone No: Fax No:
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)year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNER Q
Signed: ' /l.C t •e.�.,Cio Date: I' Z .//4...,Before me s 1 day of ,__ -____in the County of Duval,State
Of Florida,has personally appeared 1..k,.a 1 e lko-eGI S"
Notary Public at Large,State of Florida,County of DuAal.
My commission expires: cG f7t' ?L(1 .90 l
Personally Known: or
Prod ced Identification: PL ‘Va
`/ -0.- JOYCE CONWAY
MY COMMISSION#IF921647
���(((��� EXPIRES:SEP 24,2019
Bonded IMough 1s1 State Insurance
green 6u ldin9 ®esiqn
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 c),greenbuildingdesign.com
Foundation Stabilization
359 19th Street
Atlantic Beach, FL 32233
OFFICE COPY
July 26, 2016
Mr. David Cleveland REVIEWED FOR CODE COMPLIANCE
Alpha Foundation Specialists, Inc. CITY OF ATLANTIC BEACH
4778-B Woodlane Circle SEE PERMITS FOR ADDITIONAL
Tallahassee, FL 32303 REQUIREMENTS AND CONDITIONS
Dear Mr. Cleveland:
REVIEWED BY: ,✓/ `SDATE: P'Jr`G
I have reviewed the settlement issue at 359 19`x' Street, Atlantic Beach, FL 32233 and have the
following comments:
1. The structure of the above mentioned property is a wood frame house with coquina type
stucco built in 1981.
2. The house is experiencing differential settlement along northwest corner of the northeast
room.
3. Settlement has been measured as high as 1.9 inches below the standard finished floor in
this corner.
4. We anticipate the settlement is caused by soil erosion, however, there is no indication of
excessive water that would cause the erosion.
5. Significant cracks have been identified both in the interior drywall and the exterior coquina.
6. Soil borings were not taken.
7. It is likely that differential settlement will continue to occur unless the foundation is
stabilized.
8. To stabilize the foundation, we recommend installing 2 three inch helical piles along the
west wall of the northeast room and 2 three inch helical piles along the westerly portion of
the north wall of the northeast room for a total of four helical piles. The helical piles shall
be at least 14 feet long using standard brackets spaced a maximum of seven feet apart. See
attached sketch.
;L�
Foundation Stabilization
359 19`h Street
July 26, 2016 OFFICE COPY
Page Two
9. We also recommend that the helical pile installation process be used to lift and level the
house.
If you need additional information or have any questions,please call.
Resp , lly,
II /
I onald A. Boggs, PE
FL PE 31054
\ o
green GBuilding ®esign
Engineering I Project Management ; Inspections
(904)900-5856
1301 Riverplace Boulevard Suite 800
Jacksonville,FL 32207
www.greenbuildingdesign.com
Donald A. Boggs, PE
Florida PE 31054
don(dgreenbui ldingdesign.com
Foundation Stabilization
359 19`h Street
Atlantic Beach, FL 32233
July 26, 2016
O
0
m
"T1
n
m
0
0
-o
0 3" Helical Piles x 14 foot long (4 Required)
Spaced a maximum of 7'-0" o.c.
Spacing is approximate and based on site conditions
A
green building ®esIgn
Engineering 1 Project Management ! Inspections
(904)900-5856
1301 Riverplace Boulevard Suite 800
Jacksonville, FL 32207
www.greenbuildingdesign,com
Certificate of Authorization Number 28891
Photos — 359 19th Street, Atlantic Beach, FL 32233
_ `� O/ ,f ,�' \ ; ts,° o, i `� per.-� ' \r ' ,, '
rte,.
: / ;i''`sem -i:.. ,,--7 ' 4 3 ` ...'14'..
Front of the House Looking North
.
el
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1907 1904 J 11
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•
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•
• 339
1901 172020 1324 333 331
•
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Property Appraiser's Map
Photos—359 19`h Street
Page Two
Interior crack in drywall
0
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rn
0
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Interior crack in drywall at doorway
n'�'
Photos—359 19th Street
Page Three
d' 'S
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Exterior crack in coquina wall
OFFICE COPY
NOTES:
CAP '.
1. MINIMUM MATERIAL REQUIREMENTS: (HP PLATE 1�� ."
BRACKET WELDMENT-ASTM A36 AND BRACKET HARDWARE }
INTEGRATED EXTERNAL SLEEVE - SEE NOTES i. S EXISTING R•
•
Fy=50 ksi, Fu=62 ksi it;
-
CAP PLATE-ASTM A572 GRADE 50 BRACKET
BRACKET HARDWARE- BRACKET
"x 16'LONG GRADE B7-Fu=125 ksi �TA_ _
ALL-THREAD)- a TEMPORARY '/Y
ROD WITH NUTS
(HWTR-S210-Z-075-16&HWHSN-Z-075) "/�.. EXCAVATION
OPTIONAL BRACKET HARDWARE- ;�\� • /�
(2)-d3/a"x16"LONG AISI 1045-Fu=120 ksi ��
CONTOUR(COIL)THREAD ROD WITH NUTS rN`\/'\/•\\(NWCR-5250-Z-0756&HWCN-Z-075}2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 •\\ ,INTEGRATED EXTERNALLATEST ISSUE WITH E7X MIN ELECTRODE. 7/ S�NAE/3. BRACKETS AND CAP PLATES ARE AVAILABLE AS EITHER \�\�.\
PLAIN STEEL OR HOT-DIP GALVANIZED IN ACCORDANCE f\���\,.��%/\/\�� /�\��///
WITH ASTM A123.A"-G"IS ADDED TO THE END OF THE / HP288 OR HP287 > i 1
PART NUMBER TO DESIGNATE PART AS HOT-DIP ' PIER SHAFT\,j' ,\\. \�\/,�/\f \�
GALVANIZED. i l/; /:/;//• / / ///� �: �j\i
4. BRACKET HARDWARE IS PROVIDED AS ELECTROZINC /-`‘,>>\/;;\\ \j\ j \ \ ....
\../,`,\\./�` \
PLATED IN ACCORDANCE WITH ASTM B633. i: //�,/COUPLER/ <,./ . \ � \\'
5. THIS DOCUMENT IS MEANT TO SERVE AS A GENERAL PROJECT DETAIL
DESCRIPTION FOR THE PRODUCTS SHOWN FOR
SUBMITTAL PURPOSES.MORE DETAILED MANUFACTURING
DRAWINGS ARE AVAILABLE UPON REQUEST.
F---6.75 H
}
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coPV
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(61
`:' 10.50
OFFICE COPY
II 10
BRACKET DETAIL
Document#: Date: 4/24/15
AR-H P B 8-288-62 SUPPORTWORKS° In F a u H Q A r o N All dimensions are in
Title: reference only.
Assembly- 02-7/8" Helical Pier Bracket 12330 Cary Circle, Omaha, NE 68128 Scale: 1:10
i
Revision: 0 Sheet: 1 of 1 Phone: 800-281-8545 DO NOT SCALE DRAWING
FOUNDATION SUPPORTtiYORKS G,INC.
,
NOTES:
1. MINIMUM MATERIAL REQUIREMENTS:
SHAFTS-Fy=60 ksi,Fu=70 ksi
COUPLERS-Fy=70 ksi, Fu=80 ksi
HELIX PLATES-ASTM A572 Gr.50
SHAFT COUPLING HARDWARE-(2)-03/4"
GRADE 8 BOLTS WITH NUTS
2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1
LATEST ISSUE WITH E70-XX MIN ELECTRODE.
02.875 O.D.x 0.203 WALL 3. HELIX PLATES HAVE A NOMINAL 3"PITCH WITH
o BLANK EXTENSIONS LEADING AND TRAILING EDGES BEING NO MORE THAN Y4"
I 0 (NO HELIX PLATES) OUT OF PARALLEL.
Lu J EXTENSION LENGHTS 4. LEADS AND EXTENSIONS ARE AVAILABLE AS EITHER
m Q II ` PART NO. SHAFT OVERALL PLAIN STEEL OR HOT-DIP GALVANIZED IN ACCORDANCE
c f HP287E2 18.00 23.00 WITH ASTM A123.A"-G" IS ADDED TO THE END OF THE
w Lu HP287E3 30.00 35.00 PART NUMBER TO DESIGNATE PART AS HOT-DIP
cn - HP287E4 42.00 47.00 GALVANIZED.
I i �r HP287E5 54.00 59.00
0 V HP287E7 78.00 83.00
5. SHAFT COUPLING HARDWARE IS PROVIDED AS
z w HP287E0 114.00 119.00 ELECTROZINC PLATED IN ACCORDANCE WITH ASTM B633.
J J
Q 6. THE SAME HELIX PLATE CONFIGURATION WITH
LONGER OR SHORTER SHAFT LENGTHS MAY BE
Lu POSSIBLE WITH OTHER COMMONLY STOCKED OR
O
L COUPLER CUSTOM FABRICATED PARTS BASED ON THE PROJEC
T
SPECIFIC REQUIREMENTS.
0 7. SOME HELIX PLATE CONFIGURATIONS REQUIRE THE
l l 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 LEAD SECTION DESCRIPTION FOR THE PRODUCTS SHOWN FOR
0
ct (HP287L7H02-3850) SUBMITTAL PURPOSES. MORE DETAILS
D
MANUFACTURING DRAWINGS ARE AVAILABLE UPON
= REQUEST.
z -1-ArT ---4----
w
-J 03.50 O.D. x 0.281
-J
� . WALL x 6.00 LONG
2x00.84THRU r2,00 0
0 0.38 x 012.00
HELIX PLATE I O i O�
0 2xDi" BOLTS
`'
• 1.50 J11 + , WITH NUTS
♦ (H W S8 B-Z-075-425
♦ 1.50 i - &HWSJ5N-Z-075)
J r ''._____
' 200 2xsaoh'4rr1R�CE COPY
0.38 x 010.00
4.00-1 HELIX PLATE ASSEMBLY DETAIL
45° MITER C
Document#: Date: 4/24/15 - FOUNDATION - All dimensions are in
AR-HPLS-287-02 •
inches
feren e only.
Title:
Assembly - HP287 Lead and Extensions12330 Cary Circle, Omaha, NE 68128 scale: NONE
Revision: U Sheet: 1 of 1 Phone: 800-281-8545 DO NOT SCALE DRAWING
F'.FOUNDATION SUPPORTWORKS'.INC.