1067 ATLANTIC BLVD - FOUNDATION REPAIR SrL`Jr�
A 41i,
_ ��� CITY OF ATLANTIC BEACH
A, s S1 J 800 SEMINOLE ROAD
J
r.. ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
'r,oil
1t)
FOUNDATION ONLY
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-FOUN-2106
Job Type: FOUNDATION ONLY
Description: foundation repairs
Estimated Value: $8,150.00
Issue Date: 9/11/2015
Expiration Date: 3/9/2016
PROPERTY ADDRESS:
Address: 1067 ATLANTIC BLVD
RE Number: 177411-0050
PROPERTY OWNER:
Name: LOUIS L HUNTLEY ENT. INC.
Address: 1890 KINGSLEY AVE
GENERAL CONTRACTOR INFORMATION:
Name: FOUNDATION PROFESSIONALS OF FL
Address: 3309 SW Sr 247 Lake City
Phone: --
PERMIT INFORMATION:
FEES:----- ----- - --- ---
PLAN CHECK FEES $45.38
BUILDING PERMIT FEE $90.75
STATE DCA SURCHARGE $2.00
STATE DBPR SURCHARGE $2.00
Total Payments: $140.13
PIsRAIII' IS APPROVED ONLY IN ACCORDANCE: WITH ALL CITY V OE Al LAN IlC IWACII ORDINANCES AND 'HIE FLORIDA
!RIMING CODES.
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH A
800 Seminole Road,Atlantic Beach,FL 32233 ' ryQPY
Office(904) 247-5826 Fax(904)247-5845
Job Address: /OC 7 A¢IIG,,,,h /fl VQ u b
' /5-F00/1);;;7/0 6 FE 67; (""14-11
Legal Description gf- 7 6 0� �2O `f Parcel#
Floor Area of ` . t.
Sq.r't
Valuation of Work$ �S ( 5G Proposed Work heated/cooled non-heated/ I •
� vC
Class of Work(circle one): New Addition Alteration Repair � ► �V •-• : } /door
Use of existin g/proposed structure(s)(circle one): Commercia► Re\•I 1 al
If an existing structure, is a fire sprinkler system insta ' S . c e one): Ntey N/�
Florida Product Approval #
For multiple products use product approval form
Describe in detail the type of work to be performed: 'v do r'-• Sal,. •
Property Owner Information:
Name: 1,- .rd (6tiftty Address: (J9 d g-,‘,1 r6.1 4vc (i!'
City (2r -9 &k. StateL_Zip plc73Phone 71-671- Cl1�f
E-Mail or Fax#(Optional)
Contractor Information:
Company Name: P/ $c J C(6246- Quali 'rig Agent: 4/`1
Address: 13c 6 Sw SGZ a 1 7 City Lefigc< Ci h/ State tL Zip )d-' Y
Office Phone '" • 7 Ss-'3OC . Job Site/Contact Number 9t7V- Sa I-6 f S"5 Fax#
State Certification/Registration# 1-C. C 6-C I s-d.a 7 e
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 he performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months,or if construction or work is suspended or abandoned for a_period of six f6)months at any time after
work is commenced. I 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 1 have read an examined i isplication and know the same to be true and correct. All provisions of laws and ordinances governing this
type of work will be complied wit wh ther eci ied herein or not. The granting of a permit does not presume to give authority to violate or cancel the
provisions of any other federal st te, r lo l aw regulating construction or the performance of construction.
Signature of Owner /War Signature of Contractor C At
Print Name G. LAIL0 OFF- Print Name /4.6.1
Sworn to and subscribed before me Sworn and subsc a before me
this 3 Day of ��, I,r�, ,20 (5- this ;1'C Day of be✓ ,20/c
7‘,/eferliti Gary McCollum 69—kw_14-) .
Notary Public ,, COMMISSION/FF13172? o •I, Public
- •.`r`, EXPIRES: June 11, 2018 .►ri•ft Notary Public State of Florida Revised 01.26.10
•7 1 rr WWW.AARONNOTARY.COM ;�40. Denise H Macioci
� p My Commission EE148876
?prnaO Expires 11/27/2015
Away;. , City of Atlantic Beach APPLICATION NUMBER
rjs 4,-„;,1- A Building Department (To be assigned by the Building Department.)
r 800 Seminole Road
ii
/7 ...1.--
Qy s�
u;f , Atlantic Beach, Florida 32233-5445 /O _ / , 2/0
Phone(904)247-5826 • Fax(904)247-5845 •
P.4plory E-mail: building-dept @coab.us Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: /eo 1 i CA-kj`7c C- it /fe C nt review required Y-e /ho
uilding
Applicant: d, A* -Pri- Fss-1'ill aiPt nning &Zoning
�II Tree Administrator
Project: �" )CIA A;:hr fQ191%6 Public Works
i/' 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:
' "�l
BUILDIN D
�
PLANNING &ZONING g.'
Reviewed by: r Date: ��
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 07/27/10
STRUCTURAL LOAD CALCULATIONS
For
Foundaon
Professiontials
O F F L O R I D A
A Cal-Tech Company
Ward Huntley
1067 Atlantic Blvd.
Atlantic Beach, FL
Calculation Index
Sheet Title Page
Calculation Index 1
Piers Layout Plan 2
Load Calculations 3-4
Photos 5-9
ECP Model 300 Specifications 10-11
Gill Engineering Services, Inc
Auth # 30824
Gary Gill, PE 51942
426 SW Commerce Dr
Suite 130-M
Lake City, FL 32025
REVIEWED FOR CODE COMPLIANCE Ph. (386) 590-1242
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL "
REQUIREMENTS AND CONDITIONS _
REVIEWED SY: ) ,DATE: t
Foundation
Professionals
O F F L O R I D
A Cal Tech Compa,ry
51 rL Pig. I'14i 104,6 Pier Stabilization Program
Cm 01) _ 3ac)
Ward Huntley
Er'��(le -.,- 1 et k" 2‘,} k` 1067 Atlantic Boulevard
Atlantic Beach, FL
So., 66
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1.BUILDINGOUTLINE&LOCATIONS ARE APPROXIMATE. O Model 300 Push Pier,Approximate Location
2.DRAWING TO BE APPROXIMATE AND NOT FOR CONSTRUCTION Max Pier Spacing:7'
3.PROPOSED PIER SYSTEM-MODEL300PUSHPIER AND 300BRACKET
LAKE CITY,FLORIDA PO Box 1625,32056•Tel (386)755-3633• Fox(386) 752-5456
JACKSONVILLE,FLORIDA 450 SR 13N,Suite 106.308,32259•Tel.(904)381-8901 •Fox(904)381-8902
1
Gill Engineering Services, Inc
426 SW Commerce Drive Suite 130-M
Lake City, FL
Gary Gill, PE
Ward Huntley
1067 Atlantic Blvd
Atlantic Beach,FL
Design Loads for structure/Dead and Live Load for maximum load
DLr,,,f:=10• lb (Low rise roof-)
Di/foot:=150-ft lb •1•ft•2•ft
t3
DL foot=300 — (Weight of footing)
t
Hwau:=8•f t (Height wall)
DLwatt:=48• lb • I waft Masonry Block- 32" grout
ft 2 cells
DLwaii=384 —lb (Dead walls-brick veneer)
t
LLr f:=20• lb
� (For roof live load)
ft2
West End of Wall-Steel Piers 1 (SP 1)-Pier Loads
/roof:=5•ft Roof tributary width
Spier:=7•ft Proposed pier spacing
Wdead=(DLroof•lroof)+(DLfoot)+(DLwaii)
wdead=734 f
t
wlive:=LLroof•lroof
wli„=100 lb
ft Load on Steel Pier SPI
wtot:=Wdead+Wlive=834 f t Pspi:=wtot•Spier=5838 lb
Page 1
Created with PTC Mathcad Express. See www.mathcad.com for more information.
Gill Engineering Services, Inc
426 SW Commerce Drive Suite 130-M
Lake City, FL
Gary Gill, PE
North End of Wall-Steel Piers 1 (SP2) -Pier Loads
/roof:=18•ft Roof tributary width
Spier:=7•ft Proposed pier spacing
wdead _(DLroof•lroof)+(DL foot)+(DLwall)
wdead=864
t
wlive:=LLroof•/roof
wlive=360 f
ft Load on Steel Pier SP2
wtot:=wdead+W live=1224 1 Pspl:=wtot•S pier=8568 lb
Page 2
Created with PTC Mathcad Express. See www.mathcad.com for more information.
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ECP Model 3C0
.9401. ECP I
�II
The ECP Steel Pier
The Patented ECP Model 300 steel pier is the standard
in steel underpinning. Our design and engineering t$-r t'
allows you to use ECP push pier technology to structur-
ally underpin foundations down to a true load bearing
stratum. The steel pier design penetrates the soil
deeply beyond the active expansive clay soils to sup-
port structures from either the interior or exterior of the
structure. ECP, the leaders in steel pier technologies, is
known for the strongest and deepest driving pier sys-
tems available.
Commercial Structural Repair Available for the Residential Market!
The ECP Model 300 Steel Pier provides a two-stage system of driving steel pilings to a verified
bearing stratum, then using our unique manifold system you can now recover lost elevation of
the structure. The Model 300 pier system can close cracks in masonry and restore other flaws
such as separations at doors and windows caused by settlement. The ECP Model 300 is "De-
signed and Engineered to Perform".
Quiet, vibration free, equipment is used to install ECP steel piers. The equipment is portable for
easy access in hard to reach areas such as basements and low overhead access areas. Instal-
lation is all below ground and is then covered so upon completion there will be no visible signs
that a repair was performed. So if you need your home structurally repaired due to settlement
the ECP Model 300 will give your foundation a lifetime of support.
Designed to be the strongest foundation structural support in the industry
• Made of galvanized steel pier material
• Individually field tested• Sturdy enough for commercial foundations E051• Installs with portable hydraulic equipment PROTS
• Designed by engineers for homeowners 1 -866-327-0007
15612 S Keeler Terr.
Olathe, Ks 66062
Creates a deep foundation that exceeds Phone:913-393-0007
your home's original structural strength! Fax:913-393-0008
info(Cilaetecp.com
www.getecp.com
I
. I
��'n ` `-'j ECP Model 300•
ECP Steel Pier TM - Model 300 Pier System
1-7/8'PIER _ UNLIMII ED LIFT STEM WALL
OFFSET F• WITH LONGER
1 BRACKET RODS SPREAD 3'to 4'
..f.: FOOTING ■
1 Y I
4'STD.LIFT ': ADJUSTABLE
BEFORE LIFT FLOOR SLAB BRACKET LIFT ROD
H 7" ' -. ..*: AFTER LIFT / PIER CAP
I FACE PLATE
MODEL 300
5
PIER BRACKET
1 14'MAX
1' • 1 I /
i 12
_ ....loa►a•-
1• - 11314' — r
' 1•
.
PIER PIPE
I ,t, 8/16'DIA. I' 2-7/8'DIA.x 0.165 WALL
-i: ::�1 4 HOLES I x 3'-6'LONG
L-,_. _....:•ass . � I 1 :-1
Lt'.- ri' 114 112` SUITABLE LOAD .
L..I I. BEARING
J.
STRATUM OR 1
i —
FRICTION
5{
li 9- I ROCK REDUCTION
1.' 1 i COLLAR
II` I 2-7/8'DIA.x 1 1 I 'I
0.185 WALL `
9 3/4• — PIER PIPE -
Model 300 Model 300 Utility Bracket
Utility Bracket Details Application Drawing
RTH
• Ultimate Capacity- 79,000 lb Et NTA T
• Standard Lift-4" PRODU TS
• Fully Adjustable Unlimited Lift Capability 1 -866-327-0007
• Installs From Outside or Inside Structure 15612 S Keeler Terr.
• Installs With Portable Equipment Olathe, Ks 66062
• Installed With Little or No Vibration Phone:913-393-0007
• Installs To Rock or Verified Load Bearing Stratum nfo@ 3tecp corn
9 info @getecp.com
• 100% of Piers Field Load Tested During Installation ww.getecp.corll
4