2410 Grandview Ave; 17-3177; FOUNDATION REPAIRCITY OF SANFORD
BUILDING & FIRE PREVENTION
r PERMIT APPLICATION
1ApplicationNo: 3
Documented Construction Value: $ I9030(0 vo
Job Address: 2410 GRANDVIEW AVE SANFORD FL 32771 Historic District: Yes No 0
Parcel ID: 31-19-31-517-0000-0280 Residential X Commercial
Type of Work: New Addition Alteration [K Repair Demo Change of Use Move
Description of Work: INSTALLING HELICAL PILES FOR FOUNDATION REPAIR
Plan Review Contact Person: ANGELA BURDEN
Phone:904-570-3651 Fax:
Name BARBARA KUECKEN
Title:
Email: ANGELA@RAMJACKSE.COM
Property Owner Information
1
Street: 2410 GRANDVIEW AVE
j City, State Zip: SANFORD FL 32771
Name RAM JACK
Phone: d321 a a g V
Resident of property? : YES
Contractor Information
Phone: 904-570-3651
Street: 14403 N MAIN ST Fax:
City, State Zip: JACKSONVILLE FL 32218 State License No.: CGC1518926
Architect/Engineer Information
Name: SAUL MARTINEZ Phone:
843-839-1620
Street: 807 MAIN ST Fax:
Cit-i, St, Zip: MYRTLE BEACH SC 29577 E-mail:
Bonding Company: NA Mortgage Lender: NA
Address: Address:
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.
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 standards of all 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.
FBC 105.3 Shall be inscribed with the date of application and the pde in effect as of that date: 5'h Edition (2014) Florida Building Code
Revised: June 30, 2015 yv Permit Application
S fee.
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.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Ib-S-bJ% !
Signature of Owner/Agent Date Signature of Contractor/Agent Date
ac lic rc l CCk e 1-i
Print Owner/Agent's Name
Sign tu4e tary-State _ a'" DateateCHESS
COMMISSION A GG117646
EXPIRES June 21, 2021
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
SCE EC \eW vnjk
Print Contractor/Agent's Name
AAJuA
Signature of Notary -State of Florida Date
ASHLEE BURDEN
MY COMMISSION # FF914628
OFP,
EXPIRES: August 31, 19
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: l •I 1 12 UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Revised: June 30, 2015 Permit Application
SC G107042 Ram Jack Foundation Repair
GA GCLT - C0000133 Mi"'JACK Office - (866) 735-3085NC66113 -
FL CGC 1518926 Fax - (877) 726-6340
TN 67833 COST FOR SERVICES Email * info@ramjackse.com
Name: Barbara Kuecken Driven Pilo de ' Dth exceeding _ft. will be charged extra /ft.
2' Helical Pile depth exceeding _ffi. will be charged extra /ft. Phone: (321) 525-2947EM.11:lovestribes@grnoil.com 5' Helical Pile depth exceeding _2.5ft, will be charged extra $ /ft.
Address: 2410 Grandview Ave, Sanford, FL 32771
X Vi
lni#6 Here
The followinct items are recommended to enhance [he future performance of your foundation.
We feel an obligation to inform you of potential problems if these Herns are not corrected:
Services Set -vices Services
Recommended Adj_Qsjments Total Declined Ac c eo.led
initial)
Helical Piles. Area A :(Proposed 5 Piles)
Helical Piles: Area L: (Proposed LPiles)
Driven Piles: Area Proposed,,,_ Piles)
Driven
Piles: Area Proposed Piles)
Driven Piles: Area Proposed Piles)
LDrivePies: Area Proposed Piles) Driv
LI_Piles! Area Proposed Piles) Driven
Pii0l"! Area Proposed Piles) Driven
Piles: Area Proposed Piles) Driven
Piles:
Area„_,,,.,: Proposed _ Piles) I
Concrete Cut Out (Included) 1,
i,'rc.1,marry Engineering: REQ. /NON-REFUNDABLE Peiry'
riling FeeS: REQUIRED/NON-REFUNDABLE__ 6,
700.00 670.00) 6,030.00 6,030-00 9,
380,00 38.00) L"2..Q 8,4A2,QQ s-
OLD
0.
00 0.
00 0.
00 0.
00 0.
00 aclo
Mo
0.
00 0.
00 0.
00 0.
00 0.
00 400.
00 400.00 400.00 434.
00 434.00 434.00 Total: $
16,914.00 $ (1,608.00) $ 15,306.00 15,306.00 Total
Due Ram Jocic Services: 14,472.00 Total
Due Engineering/Permit: $ 834M
TOTAL
DUE UPON COMPLETION: $ 15,306.00 PAYMENT
DUE UPON COMPLETION OF EACH SERVICE* The
Costs for Servic os described above is part of the contract which also inclucies ihe Service, Plan, Terri is arid conditions, and Lifetime Limited Warranty o
zeaw%a bcAaAzch October 18,2017 Owner-
Slqnbt6re Date Ram Jack Representative Signature Date
THIS INS TRR{
Addresa:
U MEENT PREPARED BY: Angela Burden
Namo:—
44U.3 MAIN ST, JAX FL-32219drtre
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number: Parcel ID Number: 31193151700000280
Tho undiarsigned hereby gives notice that improvement will he made to certain real property. and in acccrdanco with
Chapler 713, Florida Statutes, the following information is provided in Ihis Nolico of Commencement.
of llrct propurly and street address if available)
2410 GRANDVIEW AVE SANFORD, FL 32771
GENERAL DESCRIPTION OF IMPROVEMENT:
FQUNDATION REPAIR
OWNER INFORMATION:
Name: BARBARA KUECKEN _
Adt:ress: 2410 GRANDVIEW AVE SANFORD, FL 32771
Fee Simple Title Holder (if other than avner)
CONTRACTOR:
Na:,,o: RAM JACK FOUNDATION REPAIR _
Address: 14403 N. MAIN ST. JACKSONVILLE, FL 32218
Persons within the State of Florida Oesignated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Nano: AwA _—
In addition to himselL Owner Designates
To recaive a copy of the Lienor's Notice as Provided in
ScAion 713.13(1)(b), Florida Statutes.
Expiration Dale of Notice of Commencement (The expiration date is 1 year from date of recording unless a
difiorent date Is speciflod)
WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 71:, 13.
FLDRIDA STATUTES, AND CAN 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 FL-iST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTONNEY
3Er"ORE COMMENCING WORK OR RECORDING YOUR NOTICE OF CO`.11.1ENCEMENT.
Under penalties of perjury. 1 declare that I have read tho foregoing and that the facts stated in it are true
to the best of my knowledge and belief.
Owner's Si aura CK• nei s Prinrod Nw e
ricuda t-Imule.713 13h y{g he oannr must skp thn m`17n ni purrn rn:.en^a:nl and nu urk elso maybe pemined to sign Jn his or her
State of FLORIDA County of 5o,21Il,Ole
Tho fo going Instrument was acknowledged before me this day of G tl
by vLi l (! r: 1-4L jt
LA. e- C t 1 e. h . Who is personally known to me Name
of ae(T-an making Matemrnt or.
who has produced identification type of Identllicallon produced: t )
Y ^:
lr ttSStON IIIGG117646'Z/ ea
an` EY,PIRES 3u*e 21, 2025 ractary .^,Halve -- GRANT
MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'
S # 2017108817 BK 9014 Pg 0933; (1pg) E-RECORDED 10/27/2017 02:14:20 PM 10.
00
October 26, 2017
Re: Business License & Permits
Site address: 2410 Grandview Ave, Sanford FL 32771
TO WHOM IT MAY CONCERN:
I, A. Scott Erlewine licensed contractor #CGC1518926, hereby authorize the following person(s) to
obtain permits and/or sign any and all documents related to building permits applied for and issued in
my name with my license number.
Nathan Smith
Allen Catoe White
Gary Burden
Jesse McClendon
Angela Burden
Ashlee Burden
Lonnie Quinn
Sincerely,
fi oj'zltl
A. Scott Erlewine
Ram Jack Foundation Repair
GCG1518926
877-726-6372
Subscribed and sworn to before me this 26 day of October, 2017, A. SCOTT ERLEWINE personally appeared
who ® is personally known t e or produced as identification, and who did/did not take an oath.
N E.
rj
y llt
Notary Public Signature Seal NOTAR). Se;
G«
I l`' « aQ"•"lV i «« Qom;
itness Signature
tt j! io E oi
114403 N. MAIN ST. JACKSONVILLE, FL 32218 1 866-735-3085 OFFICE I
CITY OF
FIRE DEPARTMENTSkNFORDePy
To: Ram Jack
14403 N Main St.
Jacksonville, FL 32218
Re: Foundation Repair
2410 Grandview Ave
Sanford, FL 32771
BP# 17-3177
November 1, 2017
6CORD COPY,'
Building & Fire Prevention Division
FOUNDATION REPAIR
Please be aware that the Building Official requires an affidavit from the Engineer of record for the final
inspection for the stabilization of the building's foundation. No inspections will be performed by the
Building Department. When work is complete, please provide the Building Department with a signed
and sealed affidavit from the Engineer of record indicating a positive conclusion for the final
inspection to complete this permit.
Whenever a permit is issued in reliance upon an affidavit or whenever the work to be covered by a
permit involves installation under conditions which, in the opinion of the building official, are
hazardous or complex, the building official shall require that the architect or engineer who signed the
affidavit or prepared the drawings or computations -shall supervise such work. In addition, they shall be
responsible for conformity to the permit, provide copies of inspection reports as inspections are
performed, and upon completion make and file with the Building Official a written affidavit that the
work has been done in conformity to the reviewed plans and with the structural provisions of the
technical codes. In the event such architect or engineer is not available, the owner shall employ in his
stead a competent person or agency whose qualifications are reviewed by the Building Official. The
Building Official shall ensure that any person conducting inspections is qualified as a building
inspector under Part III of Chapter 468, Florida Statutes.
Sincerely,
Steve Fiorey, CBO
Plans Examiner
City of Sanford
407.688.5065
steve.fiorey@sanfordfl.gov
z
RECORD COPY
A-1 THRU A-5 2-7/8"0 HELICAL PILE W/
t= STANDARD FOUNDATION BRACKET
B-1 THRU B-7 2-7/8"0 HELICAL PILE W/
STANDARD FOUNDATION BRACKET
L
1 S
i 0 v1
SINGLE STORY
LC
BRICK / CMU / WOOD
o SLAB ON GRADE
a. RESIDENTIAL STRUCTURE
A PERMIf ISSUED SHALL BE CONSTRUED TO BE A
LICENSE V PROCEED WITH THE WORK AND NOT AS
AUTHO TO VIOLATE, CANCEL, ALTER OR SET
ASIDE A47 OF THE PROVISIONS OF THE TECHNICAL
CODES, N(P SHALL ISSUANCE OF A PERMIT PREVENT r_0.
THE I&JILDING OFF4CIAL FROM THEREAFTER
REQUIRItG A CORRECTION OF ERRORS IN PLANS, TNS OF THIS CODE
5'-W I. 5'-0" I, 7'-0"
als
MMJACK
BARBARA KUECKEN
2410 GRANDVIEW AVENUE
SANFORD, FL. 32771
CONST UCTION OR VIOLAIOA_3 A-4' E A-5 B-1 B-2 1.
0 -1.0 -.8 -1.0 -1.0 -.8 o
I
5
A Arf 1.0 -.5 0 -.
9 5
A-
1 1.
0 M
5 -.
5 RIVIEWED
FOR CODE COMPLVNCE PLANS
EXAMINER I- -.
1 BM DATE
z
I
CONCRETE
B-
3 O
SLAB
5 -
1.0 5'-0" W.
B-
4 B' 5 B-6 6 -
BM -.
8 -1.1 0 I
B-
714 I
I
s
I FRONT
PORCH tOIII
I
I
I
I II
17-
3177 z
I _ nSANFORD
2------------- 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 4065
Beam Bracket 10 kips 4550
2.375 2 3/8" Wall Tie -Back 42 kips capacity 2
3/8" Helical Piers 3000 ft-Ibs max torque 30
kips max capacity 12
kips normal use 42
kips tension 2
7/8" Helical Piers 5500 ft-Ibs max torque 80
kips max capacity 30
kips normal use 64
kips tension THE
INSTALLATION AND DESIGN METHOD UTILIZED TO IMPLEMENT
THESE PIERS ARE IN ACCORDANCE WITH THE
2014 FLORIDA BUILDING CODE SECTION 107.1 AND
SECTION 107.3.5. 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. MARTINEZ &
ASSOCIATES STRUCTURAL
ENGINEERS, P.A. PHONE
8438391620 FAX
843 839 1623 1107
48,R AVENUE NORTH . 310 MYRTLE
BEACH. SC NUMBER:
DRAWN
BY: a
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CHECKED
BY: S.
MARTINEZ a •
a • a .- a . a REVISION -DATE: ' Saul
J. Martinez P.
E. 61133 Oct
25 2017 1:33 PM DRAWING DESCRIPTION: PIER
PLACEMENT PLAN Docu5.
r, DRAWING
SCALE: CURRENTDRAWINGISS
UE' CONSTRUCTION
SET -AS BUILT SIL
OCTOBER
25. 2017
2 7/8"0 HELICAL PILES AND ANCHORS — THREADED CONNECTION
B„ "
C" "D" CUSTOM 4140 "g" CUSP
TOM
4140 THREADED
PIN THREADED BOX IN DRIVE TYp• PIN
HOLE 4--
g- y_-_- __ 3"
PITCH TYR)
LEAD
SECTION HELIX EXTENSION LEAD
SECTION TABLE CAT. #
A" B" 11C" I'D" 4368
5'-0 101, 1211 4370
7'-0 101, 12" 4367
7'-0 14" 16" 4062
5'-0 8" 101, 4050
7'-0 12" 14" 4371
7'-0 101, 12" 14" 4360
5'-0 8" 10" 12" 5280
10'-0 1 6" 8" MULTI -
HELIX ARE SPACED 3 DIAMETERS OF
THE LOWER HELIX. NOTES:
HELIX
EXTENSIONS CAT#
A" B" 4385.
12 5'-0 12" 4387.
12 7'-0 12" 4385.
14 5'-0 14" 4387.
14 7'-0 14" EXTENSIONS
CAT #
A" 4385
5-0 4387
T-0 4422
10'-0 A„
EXTENSION
STRENGTH
RATING MAX.
TORQUE STRENGTH - 8,000 FT -LB ULTIMATE
CAPACITY (TENS/COMP) - 72 KIP* ALLOWABLE
CAPACITY (TENS/COMP) - 36 KIP** BASED
ON A TORQUE FACTOR (Kt) = 9 W/
SAFETY FACTOR OF 2 BEING APPLIED RECOGNIZED
BY ICC-ES IN ESR-1854 1.
POLYETHYLENE COPOLYMER THERMOPLASTIC COATING PER ICC-ES AC 228 OR HOT -DIPPED GALVANIZATION.
2.
LEAD AND EXTENSION SECTION AND PILOT POINT LENGTHS ARE NOMINAL. PILOT POINTS ARE 3".
3.
SHAFT MATERIAL IS 2 %"0, 0.217" WALL, MINIMUM Fy=65 KSI AND Fu=80 KSI. 4.
HELIX BLADE MATERIAL IS HOT ROLLED, MINIMUM Fy=50 KSI AND Fu=80 KSI CARBON STEEL. PLATE
THICKNESS IS AVAILABLE IN 3/" AND Y2" THICKNESSES. 5.
CONNECTORS ARE 2 Y8' 0, CUSTOM 4140 INTERNAL 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 MANUFACTURING PROCESSES. 8.
MANUFACTURER SHALL BE ISO CERTIFIED. 9.
ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF THE AWS CODE DT.
1. o -
10.
RECOGNIZED BY ICC-ES IN ESR-1854. THE REPORTED ALLOWABLE CAPACITIES MAY VARY BASED
ON THE SOIL CONDITION AND PILE APPLICATION AS DESCRIBED IN ESR-1854. 9
2Y8'
O.D. PILING
CONNECTION
DETAIL 91/
4 o
V-
2 1 /4" TOP
VIEW 0
FRONT
VIEW i
SIDE VIEW I
TYP.
INSTALLATION
BOLTING
OF BRACKETS IS NOT REQUIRED AKA
MARTINEZ &
ASSOCIATES STRUCTURAL
ENGINEERS, P.A. PHONE
8438391620 FAX
8438391623 1107
4—AVENUE NORTH . 31 O MYRTLE
BEACH. SC Q •
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FICA NO. 61133
Rlly
NIL—
DRAWN
BY: S.
MARTINEZ CHECKED
BY: S.
MARTINEZ REVISION -
DATE: DRAWING
DESCRIPTION: PRODUCT
SPECS DRAWING
SCALE: CURRENT
DRAWING ISSUE' CONSTRUCTION
SET -AS BUILT S2.
0 OCTOBER
25, 2017
31 -71
rr i Qe Y^'t 1
RAM JACK FOUNDATION SOLUTIONS 1
i*ml Driver Preswie-Torsion
Conversion Calculations
Preto C
BARRARA KEUCKEN
2410 GRANMEW AVENUE
SAWORD, FL 32771
PerM0173177
Shan matnatec 2 318"d 2 P
l7ESlC,N:PARAMETERS:: Sk [klvat rawt
water Mo9 ,
Sava e,sn!a sIS1-7257 O4twS*C0wmnt' 3S h12 Mrtcr
Emrjt=f, 0„5clear
Drivamode;
r`ait9t d .§07A2GW4 ow
RG—
E erscy TORQUE,
CQUATiOrt T
7RPss.ure* iwmr-tnn, iear Pmt'aa rnoter,ef`atUlp 24
Tprgsta
Cottelaflon Faciov 23T5'
6aTmOer'„hii1R 10 27i3'
t arat pair 3
1F* 947ect shark f EnstaUation
Conversiln Values t
t Upon.
vtsuat inspection by a,representative of this firm along with the allowable holicat pier (with bracket) capacities calculated in the preceding table, each component
exceeds the minimum required capacity of 4000 Ibs foi each bile. For
piers encountering rock bed formation w(th Installation pressure of zero, attached calculations for end bearing capacity shall be referenced, Calculations
perfornwd by CTL Thompson in accordance to AC358 And the 113C. CTL Thompson Is theonly tAS accredited tab to test heticai plies in the US Calculations are
part of the calculation and testing package reviewed and approved by the International Code Council Evaluation Service (ICC-ES) during the
issuing process of RA14JACK ESR report (ESR-1854). The section "of the applicable code is referenced for each calculation. Calculations are
basest on the 2012 IBC, A1SC 13iti Ed. and AC358. NO changes to the ISC, AISC 14th Ed orAC358'affected structural capacity. Martinez'& Associates
Structural Engineeers, PA, Saul Joseph Martinez, PE, or Ramlack shall not be tteld liable ardf indemnified for rock bed collapse due to sink
holes. lath J.
Martinez, PE i`;trs iiiixxtrirxts. M Pjtxrtxxtiii
Ff
fjlSryl}t#(jj}+gr, fj/rj,y