HomeMy WebLinkAbout20-879 I ,
'f City of Zephyrhills iIIIIIIIIIIP.ERMIT NUMBER
} ,
5335 Eighth Street
Zephyrhills, FL 33542 BAR-000879-2020
Phone: (813)780-0020
f� Fax: (813)780-0021 Issue Date: 10/30/2020
Permit Type: Add/Alter (Residential)
Property k : Street Address
1126 210010 13700 0150 15424 10Th Street
O.wwner Informations Permit lnformation Contractor Information
Name: ROSSELLO ANGELO&RUTH E Permit Type:Add/Alter(Residential) Contractor:ALL FLORIDA RAM JACK
LIVING TRUST Class of Work:Add/Alter Residential LLC
Address: 5000 Culbreath Key Way UNIT Building Valuation:$3,255.00
8-101 Electrical Valuation:$0.00
Phone:
TAMPA,FL 33611 Mechanical Valuation:$0.00
�
Plumbing Valuation:$0.00
Total Valuation:$3,255.00
Total Fees:$84.42
Amount Paid:$84.42 I
Date Paid:10/30/2020 8:26:34AM
Projeet Description
FOUNDATION REPAIR
A lication Fees
Building Permit Fee $56.28 Building Plan Review Fee $28.14
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
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 permit required from other governmental
entities such as water management, state agencies or federal agencies.
"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."
Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting
Owner's Name Owner Phone Number 7- a- ^O,
Owner's Address 1 5424 10TH STREET ZEPHYRHILLS,FL 33542 Owner Phone Number
Fee Simple Titleholder Name I I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 542410TH STREET ZEPHYRHILLS,FL 33542 ^ LOT#
SUBDIVISION PARCEL ID# X 010-
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH
e INSTALL L)o REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL =
DESCRIPTION OF WORK 1)1 fr'
BUILDING SIZE SO FOOTAGE= HEIGHT
[� UILDING $5s VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ t7►�0 AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ 1 6 1 q DDD///g
-=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION IJ
=GAS = ROOFING Q SPECIALTY = OTHER n, v
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
W P
BUILDER COMPANY a0e
SIGNATURE REGISTERED / FEE CURREN
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y I N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/Iarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE.OF DEED RESTRICTIONS: The undersigned understands that this.permit may be.subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor,or
contractors-to undertake work,they may,be required to be licensed in,accordance with state and local regulations. If the
contractor is not licensed.as required by law, both the owner and contractor may be cited for misdemeanor violation
under state law. If the owner or intended contractor.are uncertain.as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing.Section at 727-847 .
8009.. Furthermore,.if the owner has hired a contractor or contractors, he is-advised to have the contractor(s) sign
portions of the"contractor Block"of this'applicationfor which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not,properly licensed and is not entitled to permitting privileges in Pasco
County. .
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation,Impact Fees and Recourse Recovery-Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings, as specified,in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and-Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"-or final'power.release. If the project-does not involve a.certificate of occupancy or
final-power release,'the-fees-must be paid prior to permit.issuance. Furthermore;if Pasco County Water/Sewer Impact'
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I--
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture.and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement. - -
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating-construction,zoning and land development. Application is
hereby made-to.obtain a permit to do work and installation as indicated. 'I certify-that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and'City codes, zoning regulations, and land development regulations in the jurisdiction.' I also
certify.that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,,Water/Wastewater Treatment..
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental-Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
If the fill material is to be used in Flood Zone"A", it is understood that.a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is.to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such.fill will not adversely,affect adjacent
properties., If use of.fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lets less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,i promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells; pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to.proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every.permit issued shall become invalid
unless the work authorized by such permit is commenced,within six months of permit issuance;or if work authorized by
the permit is suspended or abandoned fora period of six(6)months after the time the work is commenced. An extension
may be requested,in writing;from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
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 NOT OF COMUEDWEMENT.,
FLORIDA JURAT(F. .1 .3)
j gee o IO e�
OWNER OR AGENT L, CONTRACTOR �N00� uRDEN. .
z)� �u cribed and sworn to(or affirmed)before m this cri and (or (fir a pefo a l;is ,`<� l`�G ,•.......C • ®/e
2� by R�fi1 2���_l� a by G d N
Who islare personally known to me or has/have produced ho,is are personal) a or has/have produced q aj�,°�`� 31,20p3 a s
FL Dt- as identification. as identification. o Q,'U ZC? e o
Notary Public NotRy Pulic G Z
Commission No. Comm' ion No. e* 4, BonaeaJra� O
Gy9�(9"1
sr �O .. Y Pub ` ay.
�s (C'� SUirGh
Name of Notary-typed,printed or slaTpe.L Name o•f Notary typed,p�rinte ��r stamped �b�A/a
taY��e: ZACHARIAHJENNINGS
?°• 4� Notary Public.State of Florida
' �i Commission ry GG 949497
..,oF .:° .My Comm.Expires Jan 21,2024
Bonded through National Notary.Assn,
INSTR#2020163832 OR BK 10188 PG 2650 Page 1 of 1
10/01/2020 03:11 PM Rcpt:2210655 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Permit No. Parcel ID Na 11.26-21.0010.137011-0150
NOTICE OF COMMENCEMENT
State of FLORIDA Counlyof PASCO
THE UNDERSIGNED hereby gives nafice that Improvemanlwill be made to certain real property,and In accordance with Chapter 713.Florida Slandes,
the following information is provided In[his Notice of Commencement
1. DescdPforr of Property:Parcel Iden1i0ce0an No.i•�l`�'1J,s;,t�Q e4 Lod lttaaLlL�y�j�y�1Sa-Ito,�g(rr1� �3tY
Street Address: 5424 10TH STREET 2EPHYRHILLS.FL 335A2
2. General Description of Improvement F()l1NDATON REPAIR
3. Omer Information or Lessee infamtation if the lessee contracted forth®Improvement:
RUTH ROSELLO LIVING TRUST
Name ZEPHYRHILLS
F49a+r1TH CTR-FT
Addross City State
Interest In Properly: OWNER
Name of Fee Simple Titleholder.
(If deferent tram Owner listed obova)
Address city State
4. Conlrador. RAMJACK
Nurse
14403 N MAIN ST JACKSONVILLE
Addism City State
Conlrador's Telephone No.: ga4389-9468
tL Surety: NA
Name
Address city State
Amount of Bond:E Telephone No.:
6. Lender. NA
Name
. Address City Slate
LendelaTelaphone Nag
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(2)(7).Florida Statutes:
NA
Name
Address City State
Telephone Number of Designated Person:
S. In addition to himself,the owner designates NA of,
to receive a copy of the Llennes Notice as provided in Section 7113A3(1)(h),Florida Statutes.
Telephone Number of Person ar Entity Designated by Owner.
9. Expiration data of Notice of Commencement(Its Wiratlan data may not be before the completion of construction and fine]payment to the
contractor,but will be one year farm(hedate of recording unless a different date is sped fled):
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713,PART 1,SECTION 713.13.FLORIDA 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 FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I dedon s that I have read the foregoing notice olcommencement and[hat the fade stated therein are Iree to the hest
of my knowledge and beget
STATE OF FLORIDA /
COUNTY OF PASCO / 7
S gnsWro of Owner or Lessee,or Owners or Lessee's Authorized
OfflCedOimUorlPannerManager
Azz
G�Igoale )Titb101Tiae
The foregoing IA+trument was aUmowiedged before me this Z-51 day o1 g Aft el I-A 9-s S-'-f f-,
as CxJ w (type of authority,e.g.,officer,trustee,attorney in fad)for
OVZ`t t�+r1n Sit, Ze h .1v.tl FL 33511? (name of party on behalf ofwhom Instrument was exemted).
Personally Known 028 Produced ideng0catlon e Notary 519natur
Type of Identifimlion Produced rL DL ..r Nama(Pdnt)
�i►`yr' ZACHARIAH JENNINGS
�:P• `Ai Notary Public•State of Florida
Commtssicn I GG 949497
SAY Comm.Expires Jan 21,2024
Banded through Hatlonat Notary Assn.
wpdalalbeafnolicemmmenoemen�,prt153gda
SC 0107M Rom Jack Foundation Repair
C*A My-COW 133 RAM.JACK Office - (866)735.3085
KC 64113 !9
FIL CGC 1518926 fax - (877)726-6340
COST FOR SERVICES Email - into@ramjockse.com
Rome' 5S d o E)iiven Pile depth exceeding_11.will be charged extra
2*Helical File depth exceeding if,will be Chorg,9d 0-110
Mane: all, 5,Helical Pile depth exceeding izfl.will be charged extra U=.Jft
initial Here
The 10110wina items are recommended to enhance the future performance of your foundation.
We feel an oWgation to inform you of potential problems it these items are not corrected:
Services Services Services
ReCgmm?,ndgd 6099mgoh I-Q—tol Drorlfrad &Qopj—e—d
(initial)
A"tiles,Area A(Proposed_L Piles) $ 119 0 s 2— Le A'ALj
--piles:Aiea (Proposed_Piles) $ $
—Piles:Area (Proposed_Piles)
—Piles:Area (Proposed_Piles) $
.Piles.Area (Proposed_Piles) $
.Piles:Area (proposed_Piles) $- $
.Piles-Area (Proposed,Piles) $ $
—Piles:Area (Proposed,_„_Piles)
—Piles:Area (Proposed—Piles)
-
____,_Piles:Area (Proposed—Piles) $
$
Third Party Engineering&Permit Fees $ $
REQUIRED/NON-REFUNDABLE
WO" s
Total Due Ram Jack Services:
Total Due Engineering/Permit. 6
*TOTAL DUE UPON COMPLETION: 3 -
*PAYMENT DUE UPON COMPLETION OF EACH SERVICE*
The Costs for Services described obove is part of the contract which also includes the Service Plan.an ream ndConditions
Date YM Jac Re $19nature ate
Cool and Cobb Engineering Company
Date: 8 13 20
Job: Ruth Rossello
Location: 542410th St
Zephvrhills, FL 33542
PILING DESIGN ANALYSIS
The load requirements for the pilings designed to assist in supporting the identified areas of the subject
residence were determined.The selected piling locations and the specific piling are identified on the Pier
Identification and Location Plan attached.The calculated total loads on the piles in the specific location,
including both dead and live loads are documented in the attached table which is designated as Attachment"A".
Based on the total load requirements for each of these piles,the 7 k driver is to be employed.The 7 k torque
driver should be employed with a selected gauge pressure of 1000 psi,which will provide pile capacity,
including the 2 to 1 safety factor of 21,600 lbs.which is greater than the maximum calculated total load of
10,800 lbs.which occurs on the pile identified as no. A-1 . Based on this analysis,the use of the 7 k torque
driver for the Ram Jack piles with a specific gauge pressure of 1000 psi and a minimum depth of 10'is
approved and certified as meeting all of the requirements of the Florida Building Code 2017 6th Edition,and good
engineering practice.This is not to be the primary support structure,but a supplement support to assist in
support of the weight of the structure,which will reduce the total pressure on the existing soils.After
completion of installation,Cool and Cobb Engineering Company shall be supplied with a drilling log of the
location and depths of each pile installed so they can evaluate the installation and prepare the"As Built"
drawings.
General Notes:
1. All piles to be installed in accordance with ICC ES AC 358
2. A log of each pile to be kept by Contractor noting depth and final torque installed for each pile.
3. Minimum pile depth to be 10'-0"
4. Helical piles installed less than 48"apart are to be battered 10°away from each other.
5. This design is based on the loads of the structure placed on the shallow soils under the structure.
6. No deep soils geotechnical testing information was provided for this design.
7. This design does not address any possible sink hole activity as defined in Florida Statute§627.706.
8 13 20
Carl Cool, P.E. ALL WORK SHALL COMPLY WITH PREVAILING
State of Florida CODES FLORIDA BUILDING CODE,
Professional Engineer No.16921 NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES OCT 203 W.Main St.
REVIEW DATE � S 2020 Avon Park,FL 33825
CITY OF ZEPHYRH1--.1:-�-" Office:(863)657-2323
FLAN EXAMINER Fax: (863)657-2324
FOOTPRINT
OF HOUSE
2'1 A-1
i;t
Chimney
A-2
LEGEND:
o A-1 -A-2 HELICAL PILES
NOTFS6
ONE STORY RESIDENTIAL
CMU W/ STUCCO
Date:�1/13/2020
She of 6
Seal: Project:
Carl Cool,P.E.
Cool & Cobb Engineering Company, FLA LICENSE NO 16921 Ruth Rossello
203 West Main St. (863)657-2323 Office 5424 loth St.
Avon Park,FL 33825 (863)657-2324 Fax Zephyrhills,FL 33542
carl@coolandcobb.com
8/13/2020
Cool and Cobb Engineering Company
Date: 8/13/2020
Job: Ruth Rosello
Location: 5424 10th St
Zephyrhills,FL 33542
Attachment"A"
Total Load on Pile (Live Load+Dead Load)
PILE NO. TOTAL CALCULATE LOAD
A-1 10,800 lbs
A-2 s 10,800 lbs
Maximum Total Load on Pile:~� 10,800 lbs
Cool and Cobb Engineering Co.
8/13/2020 203 W.Main St.
Carl E.Cool,P.E. Avon Park,FL 33825
PE# I
Em0<wo
2 3/8"0 HELICAL PILES AND ANCHORS - THREADED CONNECTION
Z : —
a n w "C" "D" CUSTOM 4140 "B" CUSTOM 4140 13 TYP.
?r O B' 16 0 DRIVE
to N -n o THREADED PIN THREADED BOX PIN HOLE
r-5'm
L4 En
Ln (�D
,n 3"PITCH
(TYP.)
00
O nAw wAw wAn
N LEAD SECTION HELIX EXTENSION EXTENSION
m
LEAD SECTION TABLE HELIX EXTENSIONS STRENGTH RATING
CAT.# "A" "B" "C" "D" CAT# N. "B"
o MAX.TORQUE STRENGTH- 8,200 FT-LB
4368 5'-0 10" 12" 4385.12 5'-0 12"
4387.12 7'-0 12" ULTIMATE CAPACITY(TENS/COMP)- 73.8 KIP'
0 4370 7'-0 10" 12" ALLOWABLE CAPACITY(TENS/COMP)-36.9 KIP-
m 4367 7'-0 14" 16" 4385.14 5'-0 14"
4062 5'-0 8" 10" BASED
7'-0 14"
*BASED ON A TORQUE FACTOR(Kt)=9
4050 7'-0 12" 14" **W/SAFETY FACTOR OF 2 BEING APPLIED
4371 7'-0 10" 12" 14" EXTENSIONS **RECOGNIZED BY ICC-ES IN ESR-1854
4360 5'-0 8" 10" 12"
5280 10'-0 6" 8" CAT# N.
4385 5'-0
•MULTI-HELIX ARE SPACED 3 DIAMETERS 4387 7'-0
OF THE LOWER HELIX. 4422 10'-0
�OTES:
2�"O.D.
POLYETHYLENE COPOLYMER THERMOPLASTIC COATING PER ICC-ES AC 228. PILING
2. LEAD AND EXTENSION SECTION AND PILOT POINT LENGTHS ARE NOMINAL.PILOT POINTS ARE mm
3".
3. SHAFT MATERIAL IS 2%"0,0.217"WALL,MINIMUM Fy=65 KSI AND Fu=80 KSI. 4
4. HELIX BLADE MATERIAL IS HOT ROLLED,MINIMUM Fy=50 KSI AND Fu=80 KSI CARBON STEEL. Ya'
PLATE THICKNESS IS AVAILABLE IN%"AND Yi'THICKNESSES. '
5. CONNECTORS ARE 2 YB'0,CUSTOM 4140 INTERNAL THREADED COUPLINGS �
6. NOMINAL SPACING BETWEEN HELICAL PLATES IS THREE TIMES THE DIAMETER OF THE CONNECTION DETAIL
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. f:,
9. ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF THE AWS CODE `
10. RECOGNIZED BY ICC-ES IN ESR-1854.THE REPORTED ALLOWABLE CAPACITIES MAY VARY Ma NO.:2875.03 r.,TALOONo.:sEETrsLEMS aEv.,
SCALE
BASED ON THE SOIL CONDITION AND PILE APPLICATION AS DESCRIBED IN ESR-1854. ,-0 I DLw
' TE. O&OSM131 SHEET,OF,
NOi�S:;!}ttt£55:QTF1> ':SPECiED Rey.t mt�,: te., , t:
-
"
;TaG PIATE
46,
,
,
r
4,3/8•' 4 if2 $RACKET:St E 3" FR0NIT VIEW
T P VIEW. 3/9": ET:SfJIT,.., !
2 T�8";a3lti ,.
a
x
t 'M&ALL THREA05'
NELfC�1l;';PitE<`
At4D.NUiS, h _ _'
Via;" :
` - :-T:.: .:. YEM�IYIE�tE.tOt.Yt�lkR.'7FfF�4t1PtRSfi�'t�AT[!'R� t�Eft =�5:•AC
.: UANUFACTLIRER:TO HAVE iIN.:EFF£CiINDUSTRY' WRITTEN.
OUAUTY=CQ '.Fdit.,A:•NATERK.-i AND;.TAANVFA{CUIRING,"
PRE :,,
,'A!:!.'WEWKG.iSTQ,t�•:Q0NE^Er(�Eti2ERS'.GEN:itFfE{!UPiiIER.;SE�Ti46� 5:` .,
OF�Tt€E;A11 ,t6bE DIJ;_ ar>
EAISTALI Alf
5 Tt CA!?AC11Y OF',TIiE:WOERPNT!AitG'
LE:SY53EA! iS A::Fi1NC71 :`QF":t tY ,��
,sca QlV
ELE61ENt5;_�RCt.0 ''6klE'C�lt?l�CfiY`4F'-:TFtS;�F"Qt�0AT1Qtt. : :�
:8RACKEI` P'rER;:SHAFT;.HELICAL'`-;TetAYE,.:A4dD•BEk��G,SiRATA, AS;ittELE.
AS.:Cft£M;OF',THE"(FOtiNi)AT)OAI.SRACICET<CON�IECTI�,,?f AND,
THE:;4Ulyl1T?.'OF'TFiEiNSTAttAiit3t!`;dF;THE;PiLE.,Y0t1R:.ACHtEVA9BE ... EeM4L,.�T: ,
'. CAPP!Gti16 Ci1U1 O;H£'.FlOIER OR;:1 LOWER;ItIAN;TESOSE;ttSTED;QEf!END�WG °c, OF-AAM K STSMM, -Vc.,
6 THE:�:'FA=RS:. �.', SnA m4N oAT-' ,,
&. RAAA-JAC}C EP1f NE tiG HANI?804?K' F4R Al LOTHA VAWt3,',�iD/Od3 . ' mur, ,
carMus.QF USE:CCkMit[TiG':MATE#r�AL PRE�ltTEO;fit:nns.noctEPiT:. `SIDE VIEW!uwm
i :.a i E.: ,•: 7,..,...403S.-M f ,1 A R T' I.
a rLACE,oECUMS *,.oio
dFUWE-OEC0AX5ANDIFWARIM
a 02.;.- s� ry1 SRE7TTLEITSUGK
4°^ :.�r�a;nv�:A�At..rc:aux �►xx tn�ls�oa ;OS,Sats.
)i11
• 6 .. 143AAT614639.t.• .:A Z +net-T)ARM
ched
•
123:: :. :2s�`-�oN .� ',_...` �:::HStGF1LPdEE6RACKETI MR
,: .
'''liffl9i� liltTli�� ;TAi6tlU
8/13/20
Cool and C b
Carl E.Co61,P.E. b Engin ing'C
PE# 16921 203 W.Main St.
Avon Park,FL 33825
HELICAL DRIVER TORQUE CHART
Eskridge 7K Dealer :
Ram Jack Systems Distribution, LLC MJACK
13655 County Road 1570
Ada, OK 74820
Torque Equation
Hydraulic Motor : Pressure*displacemen
Model : Eskridge Model 54-25 T= Gear Ratio* *77
Displacement (in 3) : 10.6 24 R motor gear
where : Pressure = hydraulic pressure(psi)
Gear Drive : displacement = hydraulic motor displacement(in 2)
Model : Code 135 - Nichols 111A106ASOF q motor = motor efficiency
Ratio : 25.53 17 gear = gear drive efficiency
Torque Chart
Pressure (psi) 500 1 750 1 1,000 1 1,250 1 1,500 1 1,750 1 2,000 1 2,250 1 2,500 1 2,760 1 3,000
Torque (ft-lbs) 1,449 1 2,174 1 2,898 1 3,623 1 4,347 1 5,072 1 5,797 1 6,521 1 7,246 1 7,970 1 8,696
*NOTE : The torque can also be calculated at any hydraulic pressure by multiplying the pressure by the psi/torque factor for this
helical driver which is 2.898.
Ultimate Capacity'°2,3
2 3/8" dia.shaft(K, = 10) 14,491 21,737 28,983 36,228 40,000
2 7/8" dia. shaft(Kr =9) 13,042 19,563 26,084 32,605 39,127 45,648 52,169 58,690 65,211 71,732 73,800
3 1/2" dia. shaft(Kr = 7) 10,144 15,216 20,288 25,360 30,432 35,504 40,576 45,648 50,720 55,792 60,864
*NOTE : 1) Ultimate Capacity(Q„) =Installation Torque (T)x Torque Correlation Factor(K,).
M2) Capacities shown in table assumes the pile is fully braced and has no eccentric loading.
3)A safety factor of 2 should be applied to the ultimate capacity to obtain the working load capacity.
4) Torque rating for 2 318"pile is 4,000 ft-lbs (1,380 psi).
5)Torque ratingfor 2 7/8"pile is 8,200 ft-lbs (2,830 psi).
6)Manufacturer recommendation not to exceed 2,500 PSI.
Cool and Cobb Engineering Co.
8/13/2020 203 W.Main St.
Carl E.Cool,P.E. Avon Park,FL 33825
PE#16921