HomeMy WebLinkAbout11-11473 CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780 -0020 11473
BUILDING PERMIT
Permit Number: 11473 Address: 39510 VALDERRAMA LN LT 210
Permit Type: PARK MODEL ZEPHYRHILLS, FL.
Class of Work: PARK MODEL SET -UP Township: Range: Book:
Proposed Use: RV PARK Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24- 26 -21- 0000 - 00100 -0090
Improv. Cost: 2,400.00
Date Issued: 3/02/2011 Name: MAJESTIC OAKS LLC
Total Fees: 1,053.00 Address: 39510 VALDERRAMA LN LT 210
Amount Paid: 1,053.00 ZEPHYRHILLS, FL. 33542
Date Paid: 3/02/2011 Phone: (813)783 -7518
Work Desc: REPLACEMENT PARK MODEL 14 X 37
0
CRANDALL, RICHARD PARK MODEL 40.00 PARK MODEL MECHANICAL 40.00
EASLER, LIONEL L. TRAFFIC IMPACT FEE 99 °/( e r 864.27 TRAFFIC IMPACT FEE 1 %( c4c 221/3k) 8.73
BAHR'S PROPANE GAS & NC, INC.
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PARK MODEL PLUMBING
PARK MODEL SET -UP
PARK MODEL ELECTRIC
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
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, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"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."
CONT CTOR SIGNATURE PERMIT OFFI �J'R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
.....„,,,,„
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Allo.....0g44641. Ilk
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: Skit M g
Date Received: (' 2 S
Site:
39(R 47.a , . L7C-4 2-/0
Permit Type: 1kk. 7V16'de/ Ilf,hee/ i1T /Cfc37
Approved w /no comments: ❑ Approved w /the below comments: W Denied w /the below comments: ❑
- - -Ce - - qxtgel -
This comment sheet shall be kept with the permit and/or plans.
Kal - S 'tzer — 3 Examiner Date n tractor an
� d/or Homeowner
(Required when comments are present)
Plan Review
Modular Home Set -ups and Aluminum Packages
1) All property markers shall be exposed and clearly marked at time of first
inspection.
2) All set -backs shall be met.
3) All garages shall comply with section 309.2 ( Fire separation ).
4) Access shall be made available at time of inspection.
5)Manufacture specification manual, approved plans and permit shall be available
at time of inspection.
6)No electric, plumbing, mechanical or framing is to be covered without
inspection and approval first.
7)R.O.W. Use permit required for driveways on public streets.
8) At least 10' separation between other units in unplatted locations.
9) All work shall comply with the 2007 F.B.0 and the 2008 N.E.C.
10) Clean -outs shall be installed per code.
R.O.W. - Right Of Way
F.B.C. - Florida Building Code
N.E.C. - National Electric Code
813 -780 -0020 City of Zephyrhills Permit Application Fax - 813- 780 -0021
Bolding Department (I 3
fk Date Received — 2. 1 Phone Cerdact for Permitting 1D1 i l Yk l — 15 1.
Owner's Name KiV,. fC. 115 L-LC. 1 Owner Phone Number $13 • r rS°3• - 15 - 151`R S1 • ,sca Owners Address ,....f... -�� tt / • , , • Z. , _ ( owner Phone Nu Thr
�" Fee Simple Titleholder Name N I Owner Phone Number I
Fee Simple Titleholder Address 1 T — , a , ^ �, .�A
JOB ADDRESS Af) 1 U Vc dexc1' is L ►C� � cte ( ar , � LOT# -y� M
SUBDIVISION MCl C— li Viz S PARCEL ID# I 24- C��Y .7 \ - �. CO `^' . ` l CR D
J (0BTANED FROM PROPERTY TAX NOTICE)
WORK PROPOSED Er NEW CONSTR I ADD/ALT n SIGN n MOVE n DEMOLISH
INSTALL REPAIR
PROPOSED USE 1 v l SFR I COMM n OTHER I I
TYPE OF CONSTRUCTION n pal down '`^�� L FRAME n STEEL OTHER [ i WI jja 1Ca�
DESCRIPTION OF WORK T p L� l C� W 1l l AX I Y� C- 1 - ( e .l Y 1 1raCe 1 -
BUILDING BIZE / ( 5 1 11 1 4 ‘ I SQ FOOTAGE Li get HEIGHT I
ai BUILDING I$ `/ I (\(� . 1:° VALUATION OF TOTAL CONSTRUCTION �)-1 l ✓L) e
ED,/ ELECTRICAL $ () AMP SERVICE PROGRESS ENERGY Q W.R.E.C.
rV PLUMBING I$ I
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
n GAS n ROOFING n SPECIALTY n OTHER
FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA DYES �NO
BUILDER COMPANY I[ �ILQ 1-10 bilk_ t tmt Svc .
SIGNATURE _ REGISTERED yT jl j J
Address 14(11 y � 1 new 11)3rrt. fe.- Sep w -rte , Fc.. 42c63 u.$. # 11 N 40 .�1_J
ELECTRICIAN y 7 COMPANY MI lc
SIGNATURE ( t C_. REGISTERED N F �cu RR e t_ N Ij N
Address "Ida 0 ' 1, ' �G �1 P t. " _ 1L_ I l(N ll t License # I E CO _ 10
PLUMBER /y/ / /II` fi.7 /r �� COMPANY 1 s\er 1 ' 6 Ot Q Sx S.
SIGNATURE / / (�lJ� REGISTERED N I FEE CURRENT / N
Address 1 41441 t� Wi U Prvt .�tx1.ri(,nc{Q r , t- 1 L�n sG
se # I 1 k n��C r3-t
� — � L*.: j J O I
MECHANICAL COMPANY r I 3 F1'
SIGNATURE y`' `' l A -7 -e REGISTERED N FEE CURRENT , Y ` ! N I I , h
Address ( -[Cl 1 n Qcl • .pkkl (hi ll� j �Ll Llc # I G o�- l?)ct( -1. ;
OTHER COMPANY I
SIGNATURE REGISTERED 1 Y / N I FEE CURRENT 1 Y 1 N I
Address I 1 License # I
RESIDENTIAL Attach (2) Pbt PIS (2) seta of Building Plans: (1) set cif Energy Farms; R-O-W Pemrt for new construction,
Minimum ten (10) working days after subntital date. Required onsite. Construction Plans, Storrs water Pleas w/ SR Fence installed.
Sanitary Facilities & 1 dunpster. Site Work Permit for ions/large projects
COMMERCIAL Attach (3) complete sets of Budding Plans plus a Life Safety Page; (1) set of Energy Fames. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required orbits, Conshuctian Plans, Stonnwater Plans wl Sit Fence installed.
Sanitary Facilities & 1 durpstar. Site Wok Permit for all new projects. All commercial requirements must meet ambiance
SIGN PERMIT Math (2) sets of Engineered Plan.
""PROPERTY SURVEY required for all NEW construction.
Directions:
FM out application completely.
Owner & Contractor sign back of application. notarized
N over $2500. a Notice of Commencement is required. (A/C upgrades over $5009)
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 (Front of Application Only)
Reroofs Sewers Service Upgrades NC Fences (Plot/Survey/Footage)
Driveways-Not over Counter if on pubic roedways..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 responsibikty for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBIUTIES: 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 a 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 application for 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 I MPACTIUTILRiES 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 1 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: 1 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 worts 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 Crly codes. zoning regulations, and land development regulations in the jurisdiction. 1 also
certify that 1 understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsiWTity to identify what actions I must take to be in compiance. Such agencies include but are not limited to:
Department of Environmental Protection- Cypress Bayheads, Wetland Areas and Envlronmentaly Sensitive
Lands, Water/WastewaterTreatrnent.
Southwest Florida Water Management District Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of , 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 111:
Use of IN is not slowed in Flood Zone Y unless expressly permitted.
If the 1111 material is to be used in Flood Zone A °, 11 is understood that a drainage plan addressing a
"compensating vokane" MN be submitted at time of permrdting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill materiel is to be used m Flood Zone A' it connection with a permitted building using stem wall
construction. I c er07y that tilt well be used only to till the area within the stem wait.
If 1B material is to be used in any area, 1 certify that use of such fit wi not adversely affect adjacent
properties. If use of till is found bo adversely affect adjacent properties, the owner may be sled for violating
the conditions of the building permit issued under the attached permit applraton, for lots less than one (1)
acre which am elevated by flit, an engineered drainage plan is required.
If 1 am the AGENT FOR THE OWNER, 1 promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to carnmencing construction. I understand that a separate permit may be required for electrical work,
pig. signs, was, pods, as conrihoning, gas, or other installations not specifically included in the application. A
permit issued shat be construed to be a license to proceed with the work and not as aut honly to violate, cancel, after, or
set aside any provisions of the technical codes, nor shah issuance of a pewit prevent the Buicfeg Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shat become invalid
unless the work authorized by such pewit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a 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 NOTICE OF COMMENCEMENT
FLORIDA JURAT IF-S. 117.03)
•
OWNER OR AGENIT �� - - -+ CONTRACTOR �___
Subscrbed and to affirmed) before ire thus - --- Subscribed affirmed) before me this
by Z"I1 by
Who isWe personally known to me or hasfi®ve produced wino Were ptmaortaay known to ma or hasibave produced
as ider+Y6catian as i0m Bits eon.
Notary Pubic , i : . - - . � '� Notary Public
Commission No. , •
Name d Notary typed, pinked orstamped Named' :, p _r ' 1'C
t • Comm ission # EE 040520
: . , Dumber 12, 2014
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ALL WORK SHALL COMPLY WITH ALL
PREVAILING CODES, FLORIDA BUILDING
CODE, NATIONAL ELECTRIC CODE AND
CITY OF ZEPHYRHILLS ORDINANCES
aS
'ccvItVV DATE
J � p CITY OF ZEPHYRH1L
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@8/30/2006 10: @5 6785745700 BRIAN VALENTE - PAGE 01
Installation Instructions for ABS Pads
For use on all Mobile and Manufactured Homes, inducting
HUD approved Homes Modular Housing
1. All pads are to be installed flat ide done rihhed ,pale. N I.
2. The ground under the pads should be leveled is smlcaoth SDI pO ible vitb a► 11 ve re ovexl. p to be plac on fully co np*etcd
or undisturbed soil, At or below the fear -line, or per scans juricd ctiu.t.
3. Net & pad spacing will 1x determined by the manufactured homes' v...ittee set -up instructions or any bread or state cextc'.
4 . The open cells between the ribbing on the ;der side of the pads twat be filled with soS or sand after installation to prevent any
accumulation of :stagnant water in the poufs.
5. A pocket penetrometer enty be toed to determine the actual xcil. l-. ,trin valor. If s'nil. testing{ equipment is nor available, we en
assumed soil value of 1000 lbs. / square foot.
6. All pad sixes shnwn are nominal dimetnions and may vary up to 1 '8 ".
7, The maximum de fleprion In it sinl►le purl is 518" meaiurcd from tLe highest. point ro the lowest paint of the top Face. N(YI'E: Acrual
test results were less than 5/8")
. In frngt Areas, a 6" deep confined gravel base inn ta1:c d in uatsR tlrei.red, non -frost susceptible soil is recommended.
'' Pad loads arc the same when using single attack or double .tack bl• chi.
10. The maximum load et any intermediate coil value may be tern nniaed as the avectgc of the nact lima and next higher soil value
lOaen in the table be im)
11. Any utnGguration (see reverse ride) mar be used to replace a how nunufacrun ds tecarant nded concrete or wood base pad.
12. If the home manufacturer shows soil strainer greaten than 3000 Ib when using ABS Lamle, do not exceed 30001b. soil pier spacitt c
per ret up a:tanual.
Pad Size ID No. Pad Area 1000 PSF Soil 2000 PSF Soil 3000 PSF Soil
OVAL 16" x 18.5" 1055 - 25 288 sq. in. 2000 lbs. 4000 lbs. 6000 lbs. 1
5000 lbs. 7300 lbs.
- (IV AL 173" r 22.5" 1055 -21 384 sq. in. 2667 lbs. 5334 lbs. 800011v.. *
(?t AL 17.3 "x 25.5" 1055 -17 432 eq. in. _ 3000 lbs. 6000 lbs. 9000
OVAL 21 "x29" 1055 -22 576 sq. in. 4000 lbs. , 8000 lbs. * - 12000 lbs. "
(1\'AL 23.25" x 31.25' 1055 -20 67 sq. in. j 46941bs. 9388 lbs. * 9388 lbs. *
Pqd Size 113 No P ad Area 1000 PSF Soil 2000 PSF Sail 3000 PSF Soil
- 36" x 16" 1055 -14 256 sq. in. 1780 1be.` -- 3560 lbs. 5333 gut.
r 18.5" x 18.5" 1055 -9 342 sq. in. 2375 lbs. 4750 7100 lbs. a
2' _ 20" 1055 - 400 sq. in. 2750 lbs. 5500 Ms. 8250 lbs. '
24" t 24" 1053 -13 576 Sq. in. 4000 lbs. 8000 Ibs * 800011x. Y
` Concrete blocks are requited to be double bkacle4.1-
13. ALABAMA ONLY: The " " ID# 1055.14, $6" x 18.5" ID# 105543, 12" x 22" ID# 955 - 16, 17.5" x 22.5" T,D# 1055 - 21,
Mr x 25.8" JD# 1055 - 17 are the only pads approved in the stare of Alabama, and must not base more than 3/8" deflection.
Sec chant Wow for retails on correct installation in Alabama.
14. TEXAS ONLY: 17.5"z22.5" ID# 1055 -21 and 232S"x3L25" ID# 1055.20 may not be installed in the State of Togas.
18. Steel Pieta: All pada are tested with steel priers an 1000 PSP soil density unless otherwise noted. (416) Attach with four (04)
2" #12 X 1 /2ey hex teat ecrews, use four (04) 4 inch screws if pads ate double stacked.
16. Available pads tested on 2000 PSP soil density are 1D#'a 1855-14,1665-9,1008 -7 and 1053..13.
Example_ 16' x 80' sectkni
PAD SIZE 1000 Lb Psf 2000 Lb Psf
16" x 16" Paid 2'9" 5' 6"
16" x 18.5" Oval Pad 3' 0" - 6' 0"
11 "a22"OndPad 3'9"
7 b"
17.3" x 225" Oval Rid 4' 0" 8' 0"
175 "x25 8'0"
5" Oval Pad 4'5" alit aalit i
21 "xx 29" (kraal Pitta 6' 0" 8' Cr Re.ialem 10/04
J
-03/27/2007 15:43 6705745700 BRIAN VALENTE PAGE 01
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FOLLOW STEPS 14
� '; tATI* OF :1.v. FOR ADDINGLATPR1t ARM:
— qr r . STAUr 4 Follow Maps 1D• IS e►xIiNEE+tB STAMP
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1. S - - ' 4 ' -. ' •'1 I: . ar 1 ES: if the fcNOwirig cOndi6Ons occur - STOP? Contact Myer T- , . . ., :. /- 9OG284 -7437
a) Pier -... . s 4r b) Length of home exceeds 76 c) Root eaves exceed 18 el) Sldewell height exceed tiff ,
e) Locatk?n le within 1500 feet of coast
2. Remove rests art* debris in en approxlaille two foot square to expose arm son for each ground pen (C) .
3. place grobnd pan (C) directly below chassis i -beam . Press or drive pen firmly into boll until hush with or below soil.
SPECIAL I140TE: The longitudinal 'V" brace system serves es a pier under the horse and railed i be loaded as any
other pier_ Iit is recommended that after lei piers, and one -half inch (1Q1 before home is lowered completely on
to piers, complete steps 4 through 9 below.
NOTE: WHEN INeTALUNG Tt4E Heat"Y" LoaromariAL STET 1 iL.t A MNN1MU M t7F 2 SYSTEMS PER FLOOR SECTION la
REQUIRED_ SOIL 1 PROSE SHOULD all USED TO OETERMMIR CORRECT TYPE OF ANCHOR FIR - SOIL CLASSIFICATION. IF PROSE TEST
READINGS ARE NNTWEEN 173 a 2T6 A 1 FOOT ANCHOR MUST BE USED. IF PROSE TEST READINGS ARE BETWEEN 271111 NO A 4 FOOT ANCHOR
MAY BE USED. USE GROUND ANCHORS iMTH DIAGWIAL TIES AND STABII,RER PLATES EVERY I'4" . VERTICAL LIES ARE ALSO REQUIRED ON
NOME'S SUPPLIED yin's VERTICAL TIE CONNECTION NPOlfS (PER FLORIDA REG.) .
4. Select the correcd square tube brace (E) length for set - up (pier) height at support location. (Tile 18" tube is always
used es the bottom part of the longitudinal arm). Note: Either tube can be used by its U, cut and drilled to length as long as a
40 to 46 degree angle is maintsktied.
PiER HEIGHT 1,25" ADJUSTABLE 1.50" ADJUSTABLE
(Approx. 45 degrees Mex ) Tube Length Tube Length
7 314" to 25' 22" 18"
24 3/4" to 32 114" 32' 18"
33 „ to41" 44" ifr i
— _ 40"toa8" 16" .
5. Install (2) of the 1.50" square tubes (E {Ur tile}) into the "U" bracket (J), insert carriage bolt and Wave nut loose for flrial
adjustrnar t.
6. Pt6cii 1 -beam connector (F) loosely on the bottom flange of the i -beam.
7. Slide the selected 1.25" tube (E) into a 1.50" tube (E) and attach to I-beam connOcbra (F) end fasten loosely *Si bolt and nut.
8. Repeat steps 6 through 7 to create the "1P' pattern of the square tubes loosely In place. The angle is not to exceed 45
degree end not below 40 degrees.
8. After ea bans are Veered, ,'ed, setxve 1.25" and 1.50" tubes using tour(4) 114 " -14 x 3f4" self-tapping screws M pre d Hued holes.
iLiISTAU ATOM f L4BOW, I E oc
THE 10DEL 1101 "V" (LONGITUDINAL & LATERAL PROTECTION) ELMISIATE5 THE NESU FOR MOST ITASILt2ER PLATES & FRAME TIES.
rotor FOOT (4') **outdo "meson MAY aft MX4EPT WHERR THE HQ , MANUFACTURER ; 8PECIFI55i DIFFERENT
10. install remaining vertical tie-down straps and 4' ground anchors per home marrufacparers instructions. po7i: Centerline
anchors to be atzsd e000rding to soil torque condition. Any mantlfecturer's specifications for cdeweli anchor loads in excess of
4,000 lbs. require a 5' anchor.
11. emir Esoh system is reeked to have a heem tie and stabilizer attached at each Wasn't enm stabiizing location. This frame tie &
stabilizer plats needs to be roosted within 18" horn of Center ground pan.
12. Select the correct square tube braes (H) length for sebup lateral transverse et support bastion. The lengths come in either 60"
or 72" lengths, (With the 1.30" tube as the bottom tube, end the 125" tube as the inserted tube.)
13. Insist the 1.50 transverse brace (H) to the ground Iran connector (0) with brit and nut. •
14. Side 1,26" transverse brace into the 1.50' brao8 and attach to adjacent t-bearn corxrector (1) with bolt enC nut.
'1 b. bastun) 1.6u" C SITS to 1.15" V n*verse arm using tatty' 14) 14- prS Zi no16S - --
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MMIUPACTIN!> o maims Fans:y*11m sTionne Telephone: ihr 931 - 79545913
A 0 OF OLIV TECHNOLOGIES,, AsC. Fax: 991-79Q -lh81 t
1-1300.284.7437 www.oltvertacimOtegiee.wrn