571 SAILFISH DR - FOUNDATION REPAIR iJ r �J
mss CITY OF ATLANTIC BEACH
• 800 SEMINOLE ROAD
U� �r ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
RESIDENTIAL ALT/OTHER
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 16-RAAR-710
Job Type: RESIDENTIAL ALTERATION
Description: FOUNDATION REPAIR
Estimated Value: $7,400.00
Issue Date: 3/29/2016
Expiration Date: 9/25/2016
PROPERTY ADDRESS:
Address: 571 SAILFISH DR
RE Number: 171265-0000
PROPERTY OWNER:
Name: JOY, TIMOTHY H
Address: 3029 NEW BERLIN RD
GENERAL CONTRACTOR INFORMATION:
Name: FOUNDATION SYSTEMS & EQUIPMENT
Address: PO BOX 50545 PO BOX 50545
Phone: - -
PERMIT INFORMATION: - ------ --_- -- __ - -
FEES:
PLAN CHECK FEES $43.50
BUILDING PERMIT FEE $87.00
STATE DCA SURCHARGE $2.00
STATE DBPR SURCHARGE $2.00
Total Payments: $134.50
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
,:i±..ty�%"��, City of Atlantic Beach APPLICATION NUMBER
j' Building Department
(To
.. ' . `• 800 Seminole Road ( be aned by the Building De artment.)
assi 6 ,e��a.e- 1
�r Atlantic Beach, Florida 32233-5445
/6
� ,,� Phone(904)247-5826 • Fax(904)247-5845
\o;i1�� E-mail: building-dept @coab.us Date routed: i o 2.3//
City web-site: http://www.coab.us r�p
APPLICATION REVIEW AND TRACKING FORM
Property Address: 57i cSf17/6 Department review required Ye No
J C Buildin�
Applicant: fill.71 UQ dyl ,TEM,S Planning &Zoning
Tree Administrator
Project: i4614,nclicrhn--) ---kyskie 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: ❑Approved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING
Reviewed by: /77 Date:3/0212/i�
TREE ADMIN. Second Review:
'Approved as revised. I iDenied.
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
Ft
•
6/0 sr ENCLOSED PORCH
-4-- q`a* s rG�sP3il spy
Chance 15 KIP ultimate
w Profile Helical Piers. itR yip.•
b KIP ultimate capacity
b Helical Piers. 1 G"
locations may be moved ! �-°�
ry to avoid underground • F�f ps
structions, etc. ".L u
:ompleted underpinning �" .5 d 7 O /
Piers shall be loaded.
'ompletion of underpinning
a cement based grout shall
to fill voids created during
•ig.
records shall be kept during
ig operations.
terials shall be hot dipped
to prevent corrosion.
FOUNDATION PIER PLAN
FILE COPS'
•*
_ REVIEWED FOR CODE COMPLIANCE
rccu CITY OF ATLANTIC BEACH
•' W: SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
m
t-Os REVIEWED BY: ' DATE: .34;2-6)//
attest that this repair pion has b"" prepared ti FOUNDATION SYSTEMS, INC.
t
accordance with the Florida 2014 Building Cods using'standard
engineetng procticss. TM repair plan has Msn prepared using Atlantic Beach, Florida
the best inviable sons information and our =parlance on simrfor
projects In the area. The pier design Is based upon a working
s]s
stress methodology corn ponenb have been�b by t the
FOUNDATION REPAIR PLAN
Isu portthe affected' rpo carry the this structure. "°�'�'�to Residence @ 571 E Sailfish Dr
Atlantic Beach, FL 32233
See Attached Sketch
Bill C. McMahon Jr, P.E. DRAWN: BCM DATE: 5-ZZ-i4, SCALE:
Registered Fl. 42677 CHECKED: BCM JOB NO:/0 9 .1//5
N
L01/PROFILE BRACKET -NOTES-
_ 0G I. HOT DIP GALVANIZE PER ASTM A153-(LATEST REVISION)
2. DO NOT EXCEED 165 FT-LBS OF TORQUE ON 7/B' DIA LIFTING
BOLTS DURING STABILIZING OR LOAD LOCK-OFF.
A 3. RECOMMENDED ANCHOR SHAFT CUTOFF LEVEL ABOVE THE BOTTOM
OF THE FOOTING IS 7' FOR MAXIMUM LIFT DISTANCE.
4. MATERIAL SPECIFICATIONS.
''i BRACKET BODY PER ASTM THICK HOT RDLLED STEEL PLATE GRADE 80
Qj\ ® LIFTING BOLTS. HEX HEAD BOLT PER SAE J429 GRADE S.
\ CROSS BOLT HEX HEAD BOLT PER SAE J429 GRADE 5.
5 THE PSAC1500499 BRACKET HAS A MINIMUM ULTIMATE STRENGTH
OF,300�0SLBS. AHE CTORKOF SAFETY OF 2 YIELDS A SAFE WORKING LOAD OF
6. THE OVERALL CAPACITY OF THE UNDERPINNING SYSTEM IS A FUNCTION OF MANY
INDIVIDUAL ELEMENTS, INCLUDING THE CAPACITY OF THE FOUNDATION, BRACKET,
PIER SHAFT, HELICAL PLATE, AND BEARING STRATA, AS YELL AS THE STRENGTH
OF THE FOUNDATION TO BRACKET CONNECTION AND THE QUALITY OF PIER
INSTALLATION.
7. FOR I.5' SQUARE SHAFT HELICAL PIERS USE PSACI500503 T-PIPE.
+ 14' 8. FOR 278 HELICAL PIERS USE PSAC2780003 T-PIPE.
11.5'
,5•—.O LIFTING BOLTS
7/e' DIA.%LIFTING LOTS
i 14 5'1 •
1
OM MO
SLAB-ON-GRADE SHEET NOTES:
FDUNDATIO/1
BRACKET
IIIII
LIFTING DISTANCE - } ,
• • =' I MABOB\O OM 1. A P1 thru P!
capacity L
M„ I •I�B!•1• I I1 A 6.5,-1 i FOLIO ATION I 2. • capacity
FIT .5' DIA.
-�•� 1._, �•� I Chance S
AI BOLT II I
ANCHOR SHAFT 3. NOTE: Actual Pil
CROSS BOLT
5/8' DIA.X 45 I. m, r. - as necess
utilities, o
4. NOTE: Following
TYPICAL NSTALLATION
FOUNDATION REPAIR BRACKET operation
®.1 iiMi il9llii iM 5. NOTE: Following
LOW PROFILE
I .1,_-_� UNDERPINNING BRACKET operation
1: I I ^' -..,yl�' orirr l-rr i
HINIM(AV MECHANICAL aTIA(4TE STRENGTH Or.9a 0110 LB 12.625 1�- ".. ".�: ',-p+SB SASA130W99 PSA1500499 I A be injecte
e I...K91 ..vivos I.�VI
. underpinr
6. NOTE: Installatic
underpinr
7. NOTE: All Pier m
—NOTES— galvanize
1. HOT DIP GALVANIZE PER ASTM A-153.
2. MATERIAL SPECIFICATIONS.
TUBE ASTM A500 STRUCTURAL STEEL TUBING. '11%11IIIi
CHANNEL, PER ASTM A36. is
`y �
4.
BOLT READ
OAD REPORT BULLETIN100 01-8909. � ,`Cr..'M�MA N,
-- INLOVABLDOCUI4UES AND/OR CONDITIONS OF USE CONCERNING MATERIAL PRESENTED ��`,V ��GENSF
•�\� No 42677
ii iii.r 15'
* q� ,"
1-8UNG K 5-I/2' 7-1/2' .�Z Z'
LONG BOLT
1
'I ��- STATE 0
�tiit�i lrif► T •• t 0 R\
I# 4S XE 5.4{H PER FT. , < (1.•• "' *.�
�� I TUBING CAP TAPPED /l v 0
I ..FOR ,• DIVA T LEVEL I' I . �if,._ N A',
SQUARE TUBI
ACCEPTS 1-1/
Y
SQUARE SHAFT
'I
• MECHANICAL RATINGS ON BRACKET.
WORKING LOAD' 5,000 LB.
TYPICAL INSTALLATION MAXIMUM LIFTING LOAD. 7500 LB.
OF SLAB REPAIR BRACKET ULTIMATE STRENGTH. 100,�000�0��jj LB.
��[[
CATALOG NUMBER
I i i��lllt�ll�os
T150-0085 ICC-ES L -` CONCRETE SLAB
LISTED ' -I I, BRACKET
ER-5110 17.i . r
' :.' S. ) i tit SA150-0005 TI50-0085 C
-KM ms L47M IA
Perm, 1 # `G._0)AE-7(0
NOTICE OF COMMENCEMENT FILE COPY
State of FColZ i,3.4
Tax Folio No. 1.7( 26S -0000
County of 60VA L.
To Whom It May Concern:
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 COMMENCEMENT.
Legal Description of property being improved: 30 -Ty x g -Z S - Zg E
Rom I. PALS U,tra7 z Lo>Z Zi-ocK• 7
Address of property being improved: S7/ SA I L 1/SAl 2 'i VE. 717Z.44.,7/C Re ,V,k, 3z232.
General description of improvements: roc j t q?/Q,...) t&j4 i,e- U wd E2P 41%.4A ..
Owner: T/r/07I7 Al, Tar Address: 30Z 4 ,V LtJ &, ',-J 2Ll/ Tn k 3zze6
4
Owner's interest in site of the improvement: 066 oui./e.
Fee Simple Titleholder(if other than owner): /1//p
Name: ,0Q
Contractor: i`L�itaAWait) SyS- ,S . 2&. C eC 0S-9 3o S
Address: 7-10c-Z AaGro e S T q;Z,L c ,g 6_4 c y f# -e.. 3 Z a 3 3
Telephone No.: Spy— 0. /-se if Z Fax No: y'oy Zy7_g-SS--�
Surety(if any) y/,o
Address: Amount of Bond$ q
Telephone No: /f///v Fax No:
Name and address of any person making a loan for the construction of the improvements
Name: 414
Address: A1q
Phone No: it//,0 Fax No: /1i/j0
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be
served: Name: /li/A
Address:
Telephone No: /�/�o/ Fax No: A.01
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 Own is option)
Name: /Via
Address: /f-44
Telephone No: /VA Fax No: /!/�j4
Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is
specified): e/ •
THIS SPACE FOR RECORDER'S USE ONLY OWNE'
Signed: Date: Zj/ 06
Doc#2016064092,OR BK 17500 Page 1347, Before :/t ;,'> day of 4742C1I in the Cdliinty of Duval,State
Number Pages:1 Of Florida,has p- .nally appeared ?tea?,r,/ Soy
Recorded 03/22/2016 at 04:19 PM, Notary Public at Large,State of Florida,Co my of Duval.
Ronnie Fussell CLERK CIRCUIT COURT DUVAL
COUNTY My commission expires: C
RECORDING$10.00 Personally Known:X Produced Identification: or
°'• •'i MY COMMISSION#FF230603
. EXPIRES May 13,2019
44Z,1Ae4•53 itoridNbtaySaMCwoor