2208 OCEANFOREST DR W - FOUNDATION REPAIRFOUNDATION ONLY PERMIT
PERMIT NUMBER
CITY OF ATLANTIC BEACH
FOUN18-0004
`
ISSUED: 11/19/2018
800 SEMINOLE ROAD
EXPIRES: 5/18/2019
ATLANTIC BEACH. FL 32233
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FOUNDATION ONLY SINGLE OR
2208 W OCEANFOR ST DR TWO FAMILY FOUNDATION FOUNDATION REPAIR $0.00
ONLY
RAM JACK
WILLIAM FREIDEL
169463 0554 OCEANWAL U[NJ I 1 UZ
2075 S US HWY
100 ATWATER RD
Sc 29130
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.
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
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Issued Date: 11/19/2018 1 of 2
City of Atlantic Beach
Building Department
800 Seminole Road
`� s) Atlantic Beach, Florida 32233-5445
yr Phone (904) 247-5826 - Fax (904) 247-5845
I J1,1> E-mail: building-dept@coab.us
City web -site: http://www.coab.us
APPLICATION NUMBER
(To be assigned by the Building Department.)
F9 0 l) t "CSO_ C� `4
Date routed: l I
APPLICATION REVIEW AND TRACKING FORM
Address:Property „M,
Applicant:
► sl —
. r77 - �►,
artment review required
des o
Building
[-]Denied.
Planning _& Zoning
(Circle one.)
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
PLANNING & ZONING
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Dateof 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:
A001 irATInKI QTATI M
Reviewing Department
First Review:
Approved.
[-]Denied.
❑Not applicable
(Circle one.)
Comments: IV
BUILDI
PLANNING & ZONING
Reviewed by:
Date.- JO'(?y_f�
TREE ADMIN.
Second Review:
[—]Approved as revised.
❑Denied.
❑Not applicable
PUBLIC WORKS
Comments:
PUBLIC UTILITIES
PUBLIC SAFETY
Reviewed by:
Date:
Third Review:
❑Approved as revised.
[]Denied.
[]Not applicable
FIRE SERVICES
Comments:
Reviewed by:
Date:
Revised 05/19/2017
Z�F
Building Permit Application
/
City of Atlantic Beach
j' 800 Seminole Road, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Fax: (9Q4) 247-5845
Job Address:
2208 W OCEANFOREST DR
Permit Number:
Cb CS - C) 0 C)
Legal Description 42-13 37 -2S -29E OCEAN LK UNIT TWO LOT2_6._ RE#
Valuation of Work (Replacement Cost)DOC) Heated/Cooled SF Non- Heated/Cooled
• Class of Work (Circle one): New Addition Alteration Repair Move Demo Pool Window/Door
• Use of existing/proposed structure(s) (Circle one): Commercial Residential
• If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N/A
• Si,hmit A Tree Removal Permit Aonlication if any trees are to be removed or Affidavit of No Tree Removal
169463-0554
Describe in detail the type of work to be performed:
Installing Helical piles for foundation repair
Florida Product Approval # for multiple products use product approval rorm
Property owner Information
Name: -William Freiclel _ Address: _1M_Atw.ater Rd —
City s For State _Zip 9.31_ Phone 1 O ri
E -Mail — —
Owner or Agent (If Agent, Power of Attorney or Agency Letter Required)
Contractor Information
Name of Company: _ Ram Jack Qualifying Agent: Scott Frlewine
Address 14403 N Main St city onville State FL Zip 32218
Office Phone 904-570-3651 ----Job Site/Contact Number
State Certification/Registration # CGC1518926 E -Mail anela-ramiackse.com
Architect Name & Phone # _
Engineer's Name & Phone #rf1��.
Workers Compensation —'` ` = —'S G2—
Exempt / Insurer / Lease Employees / 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 regulationg
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.
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 YO
TO OBTAIN Ff
RECORDING Y
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
;ING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
NOTICE OF COMMENCEMENT. ry
L.NII lin I/ l
Signature of Owner or Agent including Contractor
Signed nd sworn to (or affirmed) before me this -1 7 of
k by
[ I Personally Known OR
&roduced Identificatio
Type of Identification: ____
� , ALLEN CATOE WHITE
?; `� Notary Public - State of Florida
Q Commission # GG 210501
'�' of My Comm. Expires May S, 2022
Bonded through National Notary Assn.
(Signature of Contractor)
Signed and sworn to (or affirmed) before me this day of
byf v�
(Signature of Notary)
[ Personally Known OR
[ ] Produced identification
Type of Identification: -
�OjtY PUB�i� A SHLEE BURDEN
MY COMMISSION # FF914628
> o� EXPIRES: August 31 2019
oFF
A-1 THRU A-7 2-3/8"0 HELICAL PILE W/
STANDARD LOW/PRO PORCH BRACKET
- SINGLE STORY
- SLAB ON GRADE
SCREEN ENCLOSURE
POOL DECK
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WILLIAM FREIDEL �C
RAIVIJ
2208 OCEANFOREST DR. W.
ATLANTIC BEACH, FL. 32233
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REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY: [ i/'I I,— DATE: 10—d f'"l ff'
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F HOUSE
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MATERIAL LOAD CAPACITY
4021 Commercial Bracket
80 kips ultimate
.
2 7/8`° Push Pier
70 kips ultimate
4061 Fold -Up Slab Bracket
20 kips capacity
Z
4065 Beam Bracket
10 kips
v
4550 2.375 2 3/8" Wall Tie -Back
42 kips capacity
-
2 3/8" Helical Piers
3000 ft -lbs max torque
30 kips max capacity
w
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12 kips normal use
Ld
42 kips tension
s'
2 7/8" Helical Piers
5500 ft -lbs max torque
W
Q
80 kips max capacity
LL
30 kips normal use
64 kips tension
THE INSTALLATION AND DESIGN METHOD UTILIZED TO
IMPLEMENT THESE PIERS ARE IN ACCORDANCE WITH
THE 2017 FLORIDA BUILDING CODE SECTION 1604.2
PIER PLACEMENT DIMENSIONS MAY BE ADJUSTED
UP TO 20%
FURTHER PIER IMPLEMENTATION MAY BE REQUIRED.
PIERS IMPLEMENTED NOT INTENDED TO PROVIDE
ANCHORAGE FOR UPLIFT. PIERS IMPLEMENTED TO
LEVEL FLOOR ONLY.
PIERS IMPLEMENTED NOT INTENDED TO SUPPORT
OVERHANGING BRICK VENEER.
IT IS THE INTENT OF THESE DOCUMENTS TO PROVIDE
DIRECTIVE ON THE IMPLEMENTATION OF HELICAL PIERS
FOR THE CORRECTION OF FOUNDATION SETTLEMENT
(NOT DUE TO SINK HOLE ACTIVITY) OR DEFICIENT
STRUCTURAL FRAMING. STRUCTURAL FOUNDATION
SETTLEMENT FOUND TO BE WITHIN THE AREA OF
SINKHOLE ACTIVITY MUST BE FURTHER EVALUATED VIA
THIRD PARTY GEOTECHNICAL ENGINEER.
PA
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MARTINEZ & ASSOCIATES
STRUCTURAL ENGINEERS, P.A
PHONE 843 839 1620
FAX 643 t13`J- l b11
1 107 48TH AVENUE NORTH. 31 OC
MYRTLE BEACH, SC
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i C FATE OF
Imo'' �
ONAL
JOB NUMBER:
18-873
OWNER:
DRAWN BY:
S. MARTINEZ
CHECKED BY:
S. MARTINEZ
REVISION - DATE:
DRAWING DESCRIPTION:
PIER PLACEMENT PLAN
DRAWING SCALE:
114" = V -O"
CURRENT DRAWING ISSUE:
CONSTRUCTION SET -AS BUILT
S160
OCTOBER 17, 2018
2 WO HELICAL PILES AND ANCHORS - THREADED CONNECTION
Irp11 19CI1 11D" CUSTOM 4140
® THREAD E PIN
+ +
3" PINCH
—� �- (TYPO
"All
LEAD SECTION
NOTES:
CUSTOM 4140
:ADED BOX
13161 O DRIVE PIN
HOLE
TYP.
"Awlq rr I VAl l
HELIX EXTENSION
HELIX EXTENSIONS
CAT # "A" "B"
4315.12 5'-0 12"
EXTENSIONS
LEAD SECTION TABLE
CAT, #
"A11
11311
1111 I'D"
4322
5'-0
811
10"
4324
7'-0
8"
10"
4330
5'-0
10"
12"
4332
71-0
10"
12"
4348
2'-0
8"
4337
5'-0
8"
811
4341
7'-0
8"
4350
2'-0
10"
4351
S-6
10"
4342
5-0
10"
4343
7'-0
10"
4352
3'-6
12"
4344
5'-0
12"
4345
7'-0
12"
NOTES:
CUSTOM 4140
:ADED BOX
13161 O DRIVE PIN
HOLE
TYP.
"Awlq rr I VAl l
HELIX EXTENSION
HELIX EXTENSIONS
CAT # "A" "B"
4315.12 5'-0 12"
EXTENSIONS
CAT #
"A"
4308
2'-0
4310
3'-6
4315
5'-0
4317
7'-0
MULTI -HELIX ARE SPACED 3 DIAMETERS
OF THE LOWER HELIX.
EXTENSION
2%"O.D.
PILING
CONNECTION DETAIL
1. POLYETHYLENE COPOLYMER THERMOPLASTIC COATING PER ICC -ES AC 228.
2. LEAD AND EXTENSION SECTION AND PILOT POINT LENGTHS ARE NOMINAL. PILOT POINTS ARE 3".
3. SHAFT MATERIAL IS 2%"0, 0.190" WALL, MINIMUM IFy=65 KSI AND Fu=80 KSI.
4. HELIX BLADE MATERIAL IS HOT ROLLED, MINIMU Fy=50 KSI AND Fu=80 KSI CARBON STEEL. PLATE
THICKNESS IS AVAILABLE IN%" AND Y2" THICKNES .
5. CONNECTORS ARE 2%" 0, CUSTOM 4140 INTERN L THREADED COUPLINGS
6. NOMINAL SPACING BETWEEN HELICAL PLATES IS THREE TIMES THE DIAMETER OF THE LOWER HELIX,
7. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN QUALITY CONTROL AND
ASSURANCE FOR ALL MATERIALS AND MANUFAC1�URING PROCESSES.
8. MANUFACTURER SHALL BE ISO CERTIFIED.
9. ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF THE AWS CODE D1.1.
STRENGTH RATING
MAX, TORQUE STRENGTH - 4,000 FT -LB
ULTIMATE CAPACITY (TENS/COMP) - 40 KIP*
ALLOWABLE CAPACITY (TENS/COMP) - 20 KIP**
BASED ON A TORQUE FA (Kt)
** W/ SAFETY FACTOR OF 2 BEING APPLIED
9 1/4"'
t7- T_
0
1'-2 1
TOP VIEW
0
FRONT VIEW
Isis
I I SIDE VIEW
Ic
I I
TYP.
INSTALLATION
FAI�JAA
MARTINEZ & ASSOCIATES
STRUCTURAL ENGINEERS, P.A.
PHONE 843 839 1 620
FAX 843 639 1 623
1 107 48TH AVENUE NORTH. 31 OC
MYRTLE BEACH, SC
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JOB NUMBER
18-873
OWNER:
DRAWN BY:
S. MARTINEZ
CHECKED BY:
S. MARTINEZ
REVISION - DATE:
DRAWING DESCRIPTION:
PRODUCT SPECS
DRAWING SCALE:
CURRENT DRAWING ISSUE:
CONSTRUCTION SET -AS BUILT
S2,00
OCTOBER 17, 201 8