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Home My WebLink About23-6278it of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 PRKMDL-006278-2023 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 06/13/2023 �d AM 24 26 21 0020 00000 0930 3533 Aquamarine Way Name: FRANKLIN & JOY SIMMONS Permit Type: Park Model Contractor: MIKE HARVEY TRANSPORT Class of Work: Park Model Replacement & SET UP INC Address: 4286 Evergreen Rd Building Valuation: $103,720,00 ADRIAN, MI 49221 Electrical Valuation: $1.00 Phone: Mechanical Valuation: $2,400.00 Plumbing Valuation: $1.00 Total Valuation: $106,122.00 Total Fees: $200.00 11 4� Amount Paid: $200.00 LL Date Paid: 6/13/2023 8:45:06AM . a I - 1 0 0 . i , 0 a , accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ICA L4�Lpr- IC;�' CONTRACTOR SIGNATURE PE IT OFFICEC) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of ZephyrhiliS Permit Application Fax 813 7 0- 021 Building Department Le ) Date Received Permittln Phone Contactr Owner's Name �li;11�69 v Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name j d Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT # SUBDIVISION i` PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NFW CONSTR ADD/ALT l _ _J SIGN DEMOLISH e INSTALL 8 REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE ® ®� SCI FOOTAGE HEIGHT ® B da CAL t ®BUILDING $ n ®� VALUATION OF TOTAL CONSTRUCTION / ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. PLUMBING MECHANICAL $ t0a VALUATION OF MECHANICAL INSTALLATION =GAS 0 ROOFING Q SPECIALTY L___-.J OTHER /J FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER " COMPANY SIGNATURE REGISTERED / N �FEECURREN N Address fo �- -- License # �� ELECTRICIAN t COMPANY �c.0�" P�-;Vww d SIGNATUR REGISTERED Y N FEE CURREN Y N !t Address �I� License# PLUMBER COMPANY s _ SIGNATURE _. REGISTERED Y N FEE CURREN Y N Addresses 7�� Lioense#� MECHANICAL COMPANY e�FEE oe niazz,SIGNATUREREGISTERED / NoURRENY N Address License # OTHER COMPANY _ SIGNATURE I REGISTERED ��IEFREN YIN Address License # 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/large 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 Plana. *—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, (AIC 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 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 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 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 property 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 $2,600.00 or more, I certify that 1, 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'SIOWNER'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, Weiland Areas and Environmentally Sensitive Lands, WaterAA/astewater 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 `W 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 lots 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 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. SRWNE R AGENT� _� %:Z . Wsmbpedd and a b 4aft ined) b0pre me this ho y is/are ersongilly known o me or hasthave produced S 4 as identification, S61 11 �A Notary Public Commission No. Name of Notary typed, printed or stamped ELAINE J MORRIS Notary Public � State of Florida Commission # HH 346934 My Comm. Expires Mar 11, 2027 Bonded through National Notary Assn.' »eiraro aggro Subscribed and sworn k(or affirmed befog this b, Whr D�onally�novnt�rha has/have d Z as identification, Notary Public Commission No. 3 Y&I Name of Notary typed, printed or stamped , Pie, y � e, ELAINE J MORRIS Notary Public � State of Florida A, Commission # HH 346934 My Comm, Expires Mar 11, 2027 Bonded through National Notary Assn. M INSTR#2023089731 OR ELK PG P-g;I 1 of 1 05/18/2023 10:19 AM Rcpt: 2584835 Rec: 10.00 IDS: 0,00 IT: 0.00 Nikki Alvarez-SoWI;_ st7 . Pasco Coun��j� ptroller Permit No Parcel ID No w'� -f - - L% 'a 0 NOTICE OF COMMENCEMENT yy 1` State of _ /+f County of q THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the follovong information is provided in this Notice of Commencement/ / 1 Description of Property Parcel Identification No t `t Street Address`'"�� 'e9g9yoio C 2 General Description of Improvement 3 Owner Info maUa r Lessee nfo maGon d U a Lessee cunt acted for the improvement. ty Add ess City State Interest in Property �% � ��,� Name of Fee Simple Titleholder (if different from Owner listed above) W1,4 �t Address �r Cit State 4 Contractors I�f6 ✓1n.G .'u. me �0Na—Sy1 Address / City State Contractor's Telephone No 5 Surety _ %%L& Name Address City State Amount of Bond $ >> Telephone No 6 Lender X11' Name �d 00 Address _ City State Lender's Telephone No 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)(a)(7), Florida Statutes Address City State Telephone Number of Designated Person N14 B In addition to himself, the owner designates of to receive a copy of the Lienor's Notice as provided in Section 713 13(1)(b), Florida Statutes Telephone Number of Person or Entity Designated by Owner OV14 _ __.. 9 Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be one year from the date of recording unless a different date is specified) !!!LI 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 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 declare that i have read the foregoing notice of commencement and at the facts stated therein are true to the best of my knowledge and belief STATE OF FLORIDA COUNTY OF PASCO i no rureofOwner r Lessee, 6r Owner's or Lessee's Authorized ficerlDirector artnerlManager v 'st Signatory's Ti11e10f ica The foregoing instrument was acknowledged before me this: r day of: f i , 207 by f14� A411Ii-C as , Z 01�� {type of authority, s g ,officer, trustee, attorney in fact} for (name op�arty on behalf of whom instrument was executed) Personally Known n 0 'roduced Identification Notary Signature : ✓ ,,,.,,„ Type of Identification Produced �^^ ® �r r� _.y/ Name (Print) EM INE J MORRISlic . State of Flondasion # HH 346434Expires Mar 11, 2022National Notary Assn,wpdatalbcs/noticecommencement_pc05304& `V\J ll \X\ State Of Florida, County of Pasco This is to certify that the foregoing is a true and correct copy of the document < r�, 5 on file or Of public record in this office, Witness c� my hand and of ' ial seal this day of 2 Nikki Alvarez -Bowles, Esq., Cl rk Comptroller W sc C: 111 z o i w —au, ty Clerk P ON k�''1,. M l "'ING IL O {DE 8 1 -2 Ill'--lo" 6'-2" -/"--1 011-1 =I&-Irfwzmi im i 8'--6" FLAT CLUl DIVISIONS n Z31 SiUGARCREEK 233 ARKANSAS CITY ;4 236 SAN JACINTAD n WIND DRAWN By.. ECS ZONE 33# 47# 2-37 il—IDL4ND Fw-� C- REV BFURMA CAB, K CPa, KIT RAPID, E S — X -- FZGF WHRV 67C-- 8 PE MR SP, UN CLaT DM, 3v CK C ADD M� 5HM, 4/liLl2l Ml ZONE "Of 239 GALA VATV HlV4/2021 TZCLA 1 6 , /12 ECS SHEET OF --2- 2411 RUN ENDWAIL WM94, MEWALL CS SIMMONS 243LANCASTER BOX LENGTH,—D—ES C,-R—IPT—IO-N--- DRAWING NUMBER McM 245 INNVILLF 37'Z2- J7'14-lr,,IK 14-04236-06Q --------- - 2622C J14-04236-06Q) 213/2023 2622-C A X 74 ___1 K,;w FR A NJ V_6.__-I -Al T A FOR , I ELEC FLORIDA ONLY PIER, POINT LAYOUT (PIERS 9 I -BEAM & CENTERLINE `61THOUT PERIMETER FaUrzATLON) NOTE: ALL UTILITY DROP MEASUREMENTS ARE APPROXIMATE. 15- C--- &IAIER PIER POINT LAYOUT 201 I_j 1-BEAM PIER SUPPORTS E= SIDEWALL PIER SUPPORTS X L,1ATLfqG_,mqE _--OLupmSvjppc,-Tq SEE INSTALLATION MANUAL SEE INSTALLATION MANUAL SEE INSTALLATION MANUAL TABLE 6 , FIG, 10 TABLE 5 , FLO, 9 TABLE 5 3 FIG. 9 & 10 1) THIS DOCUMENT IS suejECT TO CHANCE WITHOUT NOTICE OR 09LIGATIOp], FOR PROPER SETUP AND SITE INSTALLATION REFER TO THE INSTALLATION MANUAL. 2) ALL ASPECTS OF THE FOUNDATION CONSTRUCTION ARE PERFORMED ON -SITE AND ARE SUBJECT TO THE REQUIPEMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION, 3) THE PIER SPACING SHOWN IS SUGGESTIVE ONLY. FHE ACTUAL. PIER SPACING, AND FOOTING SIZE IS TO BE DET RfAINED BASED ON THE ACTUAL SITE CONDITIONS, ROOF LIVE LOAD ZONE AND SOIL BEARING CAPACITY. RE R TO THE !NSTALLAICN MANUAL FOR FURTHER DETAILS. MAXIM10M PIER 5F`AC)NQ AT MAIN BEAM$ 1S TO BE 11v-C' ..c. STATE OR LOCAL INSTAL LATIONS PEOUIRA EMENTS MY eE MORE. STRINGENT 4j ALL DINIENSJONS MUST BE VERIFIED BEFORE FOUNDATION CONSTRUCTION IS STARTED. 'I 019q. Be: MS8 DATE 11123/2rJ21 Sliding Class Door 1240# 1_240# JACINTO 1' INAAK 2622—C ENGINEERED Tir, DATE APPROVED: Q DFAim Ry: ECS I 17oNE M# 47# Z4 OF ATRII/N/�21 r 20# SfIEff_.__ OF- b_�L D LFNGTH�l �JDE5CRIPTYCN DRAWING NVNIBER 14 -04236-060 2622C (14-04236-060) 3/3/2023 k 8'-2"- EXTERIOR GRAB BAR ACCESS - BIG ll'-10" I I IV IV /L L-------- I E��lm STO Q, 9'- 4 SITE BEAM 16'-2" IN N 8'-6" FLAT CLG. ---------- DIVISIONS BEE BY JEG 03.03.23 R EVISED 04.13.23 WHRV SIMMONS J231 TJCA C 233ARKAN3AS CITY 235 SAN JACINTO rn WIND DRAWN By-. ECS ZONE 39# 47# �Q C REY BEDRVA CA8,_Pl CAB, Kff ISLAND. 10/2BIT, ECS 237 WOODLAND DATE 11/04/2021 zfyNN 201 0 FO CAB SM, ERM CLOSET DM N Gk *L ACO W WKF, 4/4J22 -T E 239 OCALA 241LECLA A, RUN ENDWALL TMGH SEWALL il' 22 ECS SHEET ---L- OF 243 LANCASTER BOX LENGTH DESCRIPTION DRAWING NUMBER 245 McMINNVILLE 37'-2" 3714-10K 14-04236-06Q i 2622C (14-04236-060) 2/3/2023 20-C TO: Ail Steel Telescoping Lateral Arm Manufacturer,; FROK4: Wayne Jordan, Operations Services Manager, K4anutyciuned,Homcng Soction F/or/dn Departnoen1ofHigh Safety and Motor Vehicles SUBJECT: E|(rnmat/un ofRequirement for Supplemental Frarne Ties and StabU/zcr P|ate, at AU �|er |e|cscopingLateral Arm Locations rhc Department has reviewed some concerns expressed by -several of the steel te!escopmg, |atp,a/ ,Ir/n nnonufacturers regarding the Department's requirement to install supp|enocnta/ frarne tie, a/'x aabihzer p[nte,on the Vee|telescoping lateral arno systems. iranabundmoceo/cautmn'theOepartnnentrequ/redsupp|ennenta(6drne1/es/stabd//erp|arp a| cach lateral arm location in/une of 208l After researching data from storm reports,the Dep*/,`mm r ha�hzundnoevidence o/the need for these supp|cnncntm/�enneties/stabilizer plates VV/ththi mhnrrnai.on/nnn/nd.�hcDepa/lnnen1wxUdiscontinuethe requirennenifor the supp|-en1a//e` ^ 1,:-,/,-T.abi';zer plates at each lateral arm location, »�onufaciureowho wish tochange their installation instructions toremove this requirennen( mu�t ,r`uhm� i�heirlast engmeerin8report sho,vngthe vvho}ehouse test whhoutthe use o/�upp,' ''/",/"/ 'mn`er}rS/s\ab/hzerplates. Uponreceprand revevvofthe engineenngrepnrt the Dep*rtnm'=tmJ{ /emn uve�he rcqu'rennet for `upp/ernenta|frarnctics/stmbUi/er plates,rn~ Each 'nufactUrerwiUb' oot`heUvv'thmtwoWeeksofreceipt ofthe engineering report. These reports om must ,ittention at 5701 East Hillsborough Ave, Suite 2228, Tampa, Florida 33610. if 91e need arises in the future, the Department may impose additional requirements tothe ,rpp! ze;cvopm# |aiera|arrn sys1erm,wiih a change to Florida Administrative [ode Ku|Ie 15� l ' '--'--'- '-�'� � _ Ai, Eq,a/upFnzmonv�mp/nxr/ 3 *urSwan Ave * Hohenwald, TN 38462 * (oon) 284'7+37o www.o|/ve,tcchno|vgieszqm * Fax (py1)7p6-uo1/ OLIVER TECHNOLOGIES, INC. FLORIDA INSTALLATION INSTRUCTIONS FOR THE ,ENGINEERS STAMP ENGINEERS STAMP 1. SPECIAL CIRCUMSTANCES: If the following conditions occur - STOP! Contact Oliver Technologies at 1-800-284-7437: a) Pier height exceeds 48" c) Roof eaves exceed 16" e) Location is within 1500 feet of coast b) length of home exceeds 76' d) Sidewall height exceed 96" INSTALLATION OF GROIJND PAN 2. Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan (C) 3. Place ground pan (C) directly below chassis I-beam . Press or drive pan firmly into soil until flush with or below soil. SPECIAL NOTE: The longitudinal "V" brace system serves as a pier under the home and should be loaded as any other pier. It is recommended that after leveling piers, and one-third inch (1/3") before home is lowered completely on to piers, complel steps 4 through 9 below, NOTE:WHEN INSTALLING THE LONGITUDINAL SYSTEM ONLY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REQUIRED. SV|LTs5TPROBE SHOULD VE USEDTO DETERMINE CORRECTTYPE OF ANCHOR PER SOIL CLASSIFICATION. IF PROBETEST READINGS ARE BETWEEN 1z5&275x5FOOT ANCHOR MUST BE USED. IF PROBETEST READINGS ARE BETWEEN 276 & 350 A 4 FOOT ANCHOR MAY BE USED. USE GROUND ANCHORS WITH DIAGONALTIES AND STABILIZER PLATES EVERY S'4", VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIEDWITH VERTICALTIE CONNECTION POINTS (PER FLORIDA REG.). 4. Choose one of the approved longitudinal tube installations; either Diagram A or B. Then select the correctsquare tube (E)length from the diagram for appropriate pier height at support location or cut and drill 1 .5"square tube to achieve appropriate length. PIER HEIGHT 1.25^ 1.5011 PIER HEIGHT 1.50^ (48"Min. ' 45°Mexj Tube Length Tube Length unu,mu(.5az)hole (40"K4in.- 60"k4ax.) Tube Length MEE= —L / 5. Install 0of the l.50"square tubes (E{l8" tube) )into the^U" bracket U\insert carriage bolt and leave nut loose for final adjustment, 6.Place I-beam connector (Rloosely unthe bottom flange ofthe I-bemn. 7. (For Diagram A installation) Slide the selected 1.25" tube (E) into a 1.50" tube (E) and attach to I-beam connectors (F) and fasten loosely with bolt and nut. (For Diagram B installation) Attach the selected 1.5"tubes (E) to the I-beam connectors (F) and fasten loosely with bolts and nuts. 8. Repeat steps 6 through 7 to create the "V" pattern of the square tubes loosely in place, 9. Using standard hand tools tighten all nuts and bolts. (For Diagram A installation only, secure 1.25" and 1 .50" tubes using fnur(4)1 /4"-l4x3/4^se|f-tappingscrewsinpre'dri||edho/es.) PATENT#6G34l50&OTHER PATENT PENDING 12/l/201& �'nr swon Ave Hohenwald, TN sa«oa (aon) 284'7*37 wwv^oxvc,techno|og/rs.com w Fax (ea/) 796-88// " OLIVER TECHNOLOGIES, INC. FLORIDA INSTALLATION INSTRUCTIONS FOR THE MODEL 11n7°V"(Steps l-l4) LONGITUDINAL ONLY: Follow Steps 19 LATERAL ONLY. Follow Steps 1-3 and Steps 10-14 ENGINEERS STAMP FOR CONCRETE APPLICATIONS: Follow Steps 15'l8 cmo/msEnss/Awr l SPECIAL CIRCUMSTANCES; If the following conditions occur ' STOP! Contact Oliver Technologies otr-B0U-204-743r: — a)Pier height exceeds 48" dRoof eaves exceed lh" o)Location iswithin l50Ofeet ofcoast b)length o/home exceeds 76' d)SidewaUheight exceed 96^ tNSTALLATION OF GROUND PAN Ren,)ove weeds and debris in an approximate two foot square to expose firm soil for each ground pan (C). 1 Nace ground pan (C) directly below chassis I-beam. Press or drive pan firmly into soil until flush or below soil then install pier per manufacturer's instructions oqper Florida Regs. -PECIAL NOTE: The longitudinal "V" brace system may also serve as a pier under the home and should be loaded as any othel piel, lt isiecornmencled that after leveling piers, and one-third inch (1/3") before home is lowered completely ontopiers, comp|ete ps 4 th,ough9below then remove jacks. INSIALLATIOL LONGITUDINAL "V" BRACE SYSTEM (Model 1101 L "V") NOTE:WHEN INSTALLINGTHE LONGITUDINAL SYSTEM ONLY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REQUIRED. SOIL TEST PROBE SI 10LIU-) 11A_ USED TO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION, IF PROBE TEST READINGS ARE BETWEEN 175 & 275 A 5 FOOTANCHOR BE USED,IF PROBE TEST READINGS ARE BETWEEN 276&35OA4 FOOTANCHORMAYBE USEDUSEGROUND ANCHORSWITH DIAGONALTIE', ANF, STABILIZER PLATES EVERY 5'4", VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIED WITH VERTICAL TIE CONNECTION POINTS (PER FLORIDA RI-i Lhoose one of the approved longitudinal tube installations; either Diagram A or B. Then select the correct square tLll--)e (E) lenrith diag,nmfor appropriate pier height atsupport location orcut and drill l�5^square tube onachieve appropriate length. PIER HEIGHT 1.25^ 1.50^ PIER HEIGHT sinstall 0ufthe 1]0^square tubes (E)into the ^U^bracket (J), insert carriage bolt and leave nut loose for final adjuumen/ �Place I-beam connector (qloosely onthe bo,uomflange nfthe |-beam. �(For Diagram 8 installation) Slide the selected 125^tube (E) into a 1.50^tube <E> and attach no I-beam connectors (F) and (as/en -ith bolt and nut. (For Diagram B installation) Attach the selected 1.5" tubes (E) to the I-beam connectors (F) and fasten looseiv and' nuts. DRepeat steps 6 through 7 to create the "V" pattern of the square tLibes loosely in place. Usinq standard hand 'cools tighten all nuts and bolts. (For Diagram A installation only, secure l.25^and 130^tubes using iour(4) 1 /4"-14 x 3/4" self -tapping screws in pre -drilled holes.) THE MODEL 1101 "V" (LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR STABILIZER PLATES & FRAME TIES. NOTE: THE USE OFTHIS SYSTEM REQUIRES VERT|[ALTlE5SPACED AT5W^ FOUR FOOT K) GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT. xo.|n/wUemaininOvertical tie -down straps and 4/groundanchors per home manufacturer's instructions. NOTE: �[ented|ncvnchcn mhes�rdaccording tosoil torque condhiun.Any manufa�ure/sspecifications for ddewaUanchor kmds/nexcess n/4,onD|bs 'eqoi,eo5.onrhorper Florida Code. '-;--Iect the correct square tube brace (H) length for set-up lateral transverse at support location. The lengths come in either 60" ot 72" lengths. (With the 1.50" tube as the bottom tube, and the 1.25" tube as the inserted tube.) install the l.50t,ansveocbrace (H)tothe ground pan connector (D)with bolt and nut. Slide 1 .25" transverse brac6 into the 1.50" brace and attach to adjacent I-beam connector I ) with bolt and nut. /x Secure l.5U^transverse arm zol.25'/mnsvenearmu�ingfour (4>l/4^ |4 x3/4~ self -ta pping � 12/1/2018 - 01, 4o,Swan Ave Hohenwald, TN ye*oz (800)284'7437ww"^o|/v=,,cchno|qg/es.com 0 pax(9s1) 796'8811 INSTALLATION USING -CONCRETE RUNNER/ FOOTER 15� Aconcrete mnneckxxcrnvslab may beused inplace ofthe steel ground pail. a}The concrete shall beminimum 2580psi mix b) A concrete runner may be either longitudinal or transverse, and must be a minirnum of 8" deep with a minirnurn width of 16 inQhe,' longitudinally or 18 inches transverse to allow proper distance between the concrete bolt and the edge of the concrete (see bel()«.'). c) Footers Must have minimum surface area of44} sq. in. (ie.27"square).and must beaminimum of8^deep. d) [fafull slab isused, the depth must bea4^minimum . Special inspection of the system bracket installation is not reqUired. Footus must allow for atleast 4^from the concrete bolt tothe edge ofthe concrete. NOTE: The bottom of all footings, pads, slabs and runners must be per local juriscliction. l6�When using Panf7101-W-[P[Awvetsedsimply install the bracket inmnner/footerORWhen installing inCured concrete useP^'/w l0l'D-[P[A(d,yset).The l7Ol(dryse,)[Abracket |sattached tothe concrete using (2)5/8^x3^concrete wedge [Dolts (Simpson pa, �» SI 62300H 5/8" X 3" or Powers equivalent). Place the CA bracket in desired location. Mark bolt hole locations, then using a 5/8" diamrz,'ei masonry bit, drill a hole to a minimum depth of 3". Make sure all dust and concrete is blown out of the holes. Place wedge bolts into drille holes, then place I 101 (dry set) CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer and lightly drive the wedge holts down byhitting the nut (making sure not tohit the top ofthreads onbo|t) . The sleeve of concrete wedae bolt needs to be at oi I)elo,,,)/ H- Complete by tightening nuts, /7. For wet set (part#llO14W-TACA)ins/a|bhonsimply ingaHthe anchor bolt into run ner/fomtecFord ryset ingaUation (part «l1Ol'D-T^[x mankbolt hole locations, then using a5/8^diam.masonry bit. drill ahole tnaminimum depth of3�k8akesueaUdustand conce'ei� blown out ofthe hole. Nacewedge bnks(Simpson pa�#Sl8230VH5/8^X]^urPoweoequivalent) in»o(D)concrete dry transverse connector and into drilled hole. If needed, take a hammer and lightly drive the wedge bolts down by hitting the nut (making sure noll i- hitthr-topofth,eadsonboh).thenvcmovcthenu 18, When using part# I 101 CVW (wetset) or 110 1 CVD (dryset), install per steps 17 & 18. 1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE 2.,---.= LOCATION OF TRANSVERSE BRACING ONLY 3 ri = LOCATION OF LONGITUDINAL BRACING ONLY ALL WIDTHS AND LENGTHS UPnO52' ALL WIDTHS AND LENGTHS OVER 52'TO 80" HOMES WITH 5/l2ROOF PITCH REQUIRE: PER FLORIDA REGULATIONS 6 sy�stems for home lengths up to 52'and 8 systems for homes over 52'and up 80'. PATENT#dh]4/5O&OTHERPATENT PENDING ~ RcvisionO8/I-3/�� C=G*0/wnPAN ____ D=GROUND PA VgBACKET! E=TELE5QJP|N ASSE/N8LY(l AND 1.25^Ti ORl.5^TUBE p=~V^BRACE |-E 1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE 2. LOCATION OF LONGITUDINAL BRACING ONLY TRIPLE WIDES ton P8TENT#5634l5O&OTHER PATENT PENDING ~ P�ge2 12/1/2018 I -Transverse Arm, I-Bearn Connector ' ti _ m""v"w-r"^ `^ n'Transverse Arm x-Transverse Arm m","o,w ,m^..+., Ground Pan ICement Block Omitted � otnitted Ljo,clarx J o Concrete Transverse t�o' Clarity _ -� Connector — c'Concrete Slab/ 12. rooter wm. Florida approved 4'gouundanchors may beused inall locations except where home manufacturers specifications for sidcwaU umpsceinencessof4'000!bs.These|ocaionsvequioea5'anchor.PerF|ohdaoode. [=GROUND PAN / CONCRETE F0QTEROHRUNNER o=GROUND PAN / CONCRETE UBRACKETS TRANSVERSE CONNECTOR (connects with grade 5 1{I^x2^7/Z^carriage bolt and nvu �=TELESCOPING VBRACE TUBE ASSEMBLY (lj^TUBE BOTTOM AND l25~TUBE INSERT) ORl.5^TUBE r~^«^BRACE |-BEA/NCONNECTOR ASSEMBLY MTCLES[OPiN6TRANSVERSE ARM ASSEMBLY /-TnAkISVERSEARM |'BE8MCONNECTOR (connects with grade 5'l/2^x2^l/2^carriage bolt and nut) /=vPAN BRACKET (connects with grade 5'l/J^xZ^l/2^caxiagebolt and nut) p lrmac I -Beam Connectorsy-nonmenex,m /rop(1.25l o Pan Transverse Connector / Concrete Transverse Bracket C - Ground Pat) E - "V" Brace Tube (1,5") Concrete V Bracket -� = ^m:.m/u/,m PATEwTw6o34l5n&OTHER PATENT PENDING ~ 12/1/2018 '1101 !qie7cia 'IC 0 Oil w Id, TN 1 462 (800) 284-7437? 'w - 17 $won Ave " 01, 3 8 Installation Instructions for ABS Pads For use on all Mobile and Manufactured Homes, including HUD approved Homes and Modular Building Patent #5503500 and ,+t, GENERAL INSTRUCTIONS: ether patents pending All ,cads are 10 he Installed flat side down, ribbed side up hr j sh(,)(Ald I)e leveled as Smooth a" Possible with all ve( getation jemoved Pads to be placed on fully pIel Pad spacing t 1)( 1 11'sturbed soilat or belOw file frost -line or Otherwise protected from the effects Of frost. Refer to NCSBCS/ANSI A225 I ,j will be determined by the manufactured homes' written set -tip instructions or any local of state codes rq.,)en Cells between the ribbing Of' the upper side of the pads may be filled With soil or sand after installation to Prevent any ac(;tjjjmlaT1o:! Iaqnant water in the pads A Pocket Penetrometer may be used to determine the actual soil be6ring value. If no soil testing equipment IS available -use an value of 1000 Ins. I square toot. All pad sires shown are n0olinat dimensions and may vary up to 118", the IMIXI'llurn deflection in a single pad is 5/8" INOIE Actualte!�t results were less than 5/8-) measured from the highest point to the lowest Point Of file top face are the sarne When using single stack or double stack blocks. abk below MM load at arly intermediate: soil value may be determined as file average Of the next lower and next higher soil vajjj,,. hc, home: manufacturer � show' SsOil densities greater than 3000 lbs. When using ABS Pads, do not exceed 3000 lbs soil pur r rn"Inual r spaci,gs PAD SIZE Oval 16- 'Oval 17-)(22i' C)_4 17.5 X Oval 17 9"x 25.5 Oval 2 1' x 29" - Oval 23,2' - �11 " 5" 25" 576-sq. in I 616 — PAD SIZE ID NO. �uare JC 055 -14/AIT-06-1005 Square 18.5"g 18 5" - 1055- /AIT-06-10-0-7- X,) 5 -1007 Square 24" X 24" 6�-"1-008 Concrete block,,; are required to be double blocked ID NO. 1055-2311AIT-06-1000 1055-161 5. 2- ..... 'I 05)5-22/AIT-06-1 06Y Q0 PSF SOIL _?001 PSELS—a 2000 lbs, 4000 Ibs, 2560—lb-s,- r it lbs_ 2667 lbs 3000,16i' 8000 Ibs, 60001b's 7500lbs l s b, 9000fbs 12000lbs PAD AREA 1000 PSF SOIL 2000 PSF SOIL 256 . i sq. sq 1715 lbs, 3000 PSF SOIL j74�2' sq, 1 400 sin 3560 lbs S, 50 lbs 5333 lb, ' �ibo 6S., Ibs 5-56-0 lb-,s-- 8250 ibs f qVUU Ibs - ------- Q lb Qf)r)() I Ailv ABS P)d COnIff9i.fra lion May be used to replace a home manufacturer's recommended concrete Or wood base pad ALABAMA ONLY: The 23,25" x 31 .25- ID#1055-20 may not be installed in the State of Alabama, F-Or the Slaty of Alabarjja all ABS pads shall not have more than 1/8" deflection. See chart below for details an correct IrlstallahOn III Alati EXAMPLE: 1" 80* Section (Alabama only) PAD SIZE a ;il 1000 PSF 200o PSF Oval 16" -18 y 5" v 0 --'a, 2� Oval '17 5" x ,2 a 1-5 Oval 17,5" X_ 25 F X 7 7'6" 1 Oval 2 1 2, VI 1 4'5" 8,0" lo I - 5 ---;Iv;ll 23.25" 81011 i `,Iq! 1',: 9 "72, pTd a ftavbul 1 l^7 CrIM Spam f X �% CSkirting e ]6` 7C 2 * to prevem C, I Im I TLU* 511 IQ. WINTER HAVEN RM 24691 Hwy. 27 Zer LAKE WALES, FLORIDA 33859 Phone (863) 439-7576 9 Fax (863) 439-6844 Buyers Insurance Co.: PLEASE ENTER M)IORDER FOR: CASH PRICE OF VEHICLE FREIGHT DEALER INSTALLED OPMNS IRM 111MINEN1111M TRADE DIFFERENCE TRADE-IN DATA PU%IQ SAFETY 121-11 MODEL BODY TRANSFER T,,,kX TITLEITRANSFER FEE SERVICE CC)N+RACT REM'0' ADDRESS LIEN RECORDING FEE LICENSE LICENSE EAR WHEELAGE TAX PUNTS 4 STATE DATE MJ,�, , ILEAGE TRANWISSION TRANSIT TAX "AND DOES YOUR TRAVE-INHAVES A BRANDED i�V TITLE OR INSUMME SALVAGE HISTORY? yss!:� rlozl L 'T IS THE POLLU110,14 CONTROL EOUIPMENT 0III YOUR ITR6 ut 4 0 R' Q J MRADE-IN&NTACT AND IN OPFRAMMIG COMMON? --s uo A � G IN op I , It Deater's, Disclaimer of Alarranly Unless the vehicle is sold n4th a separate rwitteen dealer warranty or the deale, anters into a set me contract with the buys the vehicle is sold "AS IS% Denier expressly disclairns all rear rantles, offer expmss or Impfled, Including the implIed waaantles of merchantabi tr? and fitness for a particular purpose. The entire risk of the quality and performance of the vehicle Is with the buyer, Inaportant- A manufaieturer warrardy may apply. TOTAL LICENSE & FEES LESS AMOUNT SUBMn7ED WITH ORDER (—) PLUS BALANCE OWING TO LEINHOLDER ON TRADE IN (+) TOTAL AMOUNT DUE ON DELIVERY ME The front and back of UAS CONTRACT comprise the entire CON .ACT affecting this purchase. The DEALER %wili not recognize any verbal agreement, or sny other aW,98ment or underalanang of any nature. You certify lirat you are 18 years of age or older and aftoviedge receiving P copy of this contract, The terms of this CONTRAOT araro agreed upon and the CONMACT signied in the dealership on the date noted at top of this form. NOTICE OF SALESPERSON'S UNIrrED AUTHORITY, This contract Is ;not viold unless signed and acceptid by Sales hftwnae Officer of Dealic-shin Accepted (t) IMPORTANT: THIS WNY BE A BINDING CONTRACT AND YOU MAY LOSE ANY DEPOSITS IF YOU DO NOT PERFORM A �0(11RW-H%N, 'rQ, ITS TERMS. 0) Parcel ID Classification 24-26-21-0020-00000-0930 (Card: 001 of 1) 00000-Vacant Mailing Address Property Value SIMMONS FRANKLIN P & 30Y L 3ust Value $64,249 4286 EVERGREEN RD Ag Land $0 ADRIAN, MI 49221 Land $52,754 Building $0 Physical Address Extra Features $11,495 3533 AQUAMARINE WAY, ZEPHYRHILLS, FL 33540 gripfign (First 200 characters) �e_Pjot Lgr_ttj§_$qDdiy_i*_o[j Non -School School THE EMERALD POINTE RV RESORT PHASE ONE PB Assessed $55,060 $64,249 34 PGS 87-90 LOT 93 OR 9676 PG 1136 Homestead Exemption -$0 -$0 3urisdiction Additional Exemption$ -$0 -$0 0J_y_Q_ Community Dev District N/A Taxable Value $55,060 $64,249 Wa,rninqA significant taxable value �ncrease may occur when sold Click _he ,Eq for detaiis and info, regm,ding the posting of exen,,ptions, Land Detail (Card: 1 of I ) Line Use Description Code Zoning Units Type Price Condition Value I 0200V Mobile Home Sub LPI-2 PUD 2448.000 SF $21.55 1.00 $52,754 Additional Land Information Acres Tax Area FEMA Code Subsidence Activity Neighborhood Code(s) 0.06 30ZH- X None Reported Building Information - Use (Card: 1 of 1 Unimproved Parcel Extra Features (Card: I of 1 Line Code Description Year Units Value 1 RDWC CONCRETE DRIVEWAY 1998 960 $1,346 2 RFCB FINISHED CABANA 2010 264 $8,374 3 RBRKSAN BRICK SAND BASE 2018 612 $1,775 Sales History Previous Owner: MEYERS KAREN K LIVING TRUST & MEYERS KAREN K TR & MEYERS L RONALD LIVING TRUST & MEYE Month/Year Book/Page Type DOR Code Condition Amount 1/2018 qfiL6_j__j_jjk Warranty Deed 0 V $45,000 12/2014t Indenture V $0 2/2013 Warranty Deed V $45,000 11/2011 Trustee's Deed 1 V $41,000 9/2007 f Warranty Deed V $50,000 3/2005 h202 L_L!:04 Quit Claim Deed V $0 11/2003 5&1?_L_LQU Warranty Deed V $18,000 12/2000 4497 L 03-5,11 Quit Claim Deed V $0 In PREPARED BY/RETURN TO: akes, R Beth Radford American Home Title of Land O'LInc. �047 Osprey Lane Suite A Lutz, Florida 33549 go Rapt:1930878 Rec; 18-50 DS: 315.00 IT: 0.00 02/09/2018 M. F., Opty Clerk L. Ronald Meyers and Karen K. »© Individually and L. Ronald Meyers and Karen K. Meyers, Trustees under the Living Trust of L. Ronald Meyers and Karen K. Meyers, dated September 29, 1999 Grantor, whose mailing address is: 14 Mansion Ave, Hatfield, PA 19440 AND Franklin P. Simmons and Joy L. Simmons, husband and wife Grantee, whose mailing address is: 7788 Clarks Cove, Addison, MI 49220. Wherever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals and the successors and assigns of corporations. -TAxim", 0 ', A i xg=, 1, . 1111 1* IN Will . . I I . . I k ROM149 I itimmul 110 In I — and transfers unto the said grantee, his heirs anct assigns torever, aft mat certain ��777M UY ITTIM I'llig Ou U7111y, it, Mr, PASCO and State of FLORIDA, more particularly described as follows: Lot 93, THE EMERALD POINTE RV RESORT PHASE ONE, a subdivision according to the plat thereof recorded at Plat Book 34, Page 87, in the Public Records of Pasco County, Florida. TOGETHER with all tenements, hereditaments and appurtenances, with every privilege, right, title, interest and estate, dower and right of dower, reversion, remainder and easement thereto belonging or in anywise appertaining. SR OK 9676 PG 113 2 of 2 And the said grantor covenants with the said grantee that he is lawfully seized of the said lanA in fee simple; that he, has good right and lawful authority to sell and convey said land and will defend the same against the lawful claim of all persons whomsoever; and that said land is free and clear of all encumbrances, except taxes accruing subsequent to December 31, 2017, Subject to restrictions, reservations, covenants, and easements of record, and, applicable governmental regulations. WITHE S Print Name: Beth Ra or Print Name: RIVER RVE! 111 INI 111 11!1! MINI L, Ronald Meyers and Karen K. Meyers Living Trust, dated Sep mber 29, 1999 �Ct> L. Ronald Meyers, Indiv and as Trusttee stee The foregoing instrument was acknowledged before me this: 29th day of January, 2018 by L Ronald Meyers and Karen Meyers, Individually and as Trustees, L RonValdeyers and Keren K. M eyers Living Trust, dated September 29, 1999, wh is/are personally known to me or has produc as identification. WITNESS my signature and official seal in the County of Pasco and State of Florida, the day and year last aforesaid. N THE EMERALD POIIN'Tf,'�',, R'V PHASE,FOUR PB, "38, THE EMERALA , ) FIC)INTE RI RESORT PHAiE ONE P G 677,101111 3/1/2023, 8:22:58 AM Legend Street (Labels) Parcel (Lines) Subdivision (Boundaries and Labels) Pa reels (Clickable Info) Blocks (Boundaries and Labels) Lot (Labels) Lot (Lines) Name 5\ try\ m (DYQ - PERMIT#. kyl n- a -1 a Lot#�j APPROVED BY: DATE: 3-43-,2)�3 EXPIRATION DATE: Iffourling SMIRSKIM, a= Procedure for Lot Improvement Requests --A (Please refer to the "Rules and Regulations") Permit No All lot improvement requests must be submitted no later than Wednesday by 2:00 to be processed on the following committee meeting day. l}U|requests are tobesubmitted inthe Emerald pointeoffice orChairman ofthe Lot Improvement Committee. The Chairman or committee member will review the request, visit the site ifnecessary ho clarify improvements and will present it to the Lot Improvement Committee for their review on a weekly basis. 2.Any request which is NOT filled out properly, will be returned to the applicant without an action bein,,Y 3.After the Committee has recommended approval or denial of the request, it will be presented to the Board of Directors for their approval or denial . Board will meet once a week for the lot improvement applications. 4.Therewill beNOone day approvals orlast minute approvals. Request may take 7to14days for appropriate review and consideration, ( if necessary) thus giving the Committee and Board members time to review and consider the request inathorough manner. 5,The original request will be dated and signed as approved or denied, and after being copied the original will go into to the members file and the copy returned to the Lot owner by the Board of Director liaison or the Chairman ofthe committee. 6.The committee will follow up on requests to determine that the request as presented and approved is being adhered to. 7.Any permit will be ACCEPTED FOR APPROVAL between October 15 and March 31 of each year, however, recommend to the Board for their approval. 8Any changes made on a previously approved project must be resubmitted before beginning the changes. Amended permit will be issued at the time of approval. 9.It is recommended that property owners of major improvements or new construction projects request ?n appointment with the lot improvement committee to review plans and answer any questions that may arise. Aathe owner ofLot | understand the Lot Improvement Committee and/or the Board of Directors will enter the property to follow the external progress of the construction or improvement as submitted unthe Lot Improvement Request. OF ZEPHYRHILLS, PASCO COUNTY, OR STATE OF FLORIDA CURRENT BUILDING CODES.All 2ermits must be posted visible to the street. All lot improvement requests must be submitted no later than Wednesday by 2:00 to be 'crocessed on the following committee meeting day. All permits must be posted visible to tM street. Date Recd LOT IMPROVEMENT REQUEST Permit No, To: EPPOA Lot Improvement Committee & Board off Directors From (please print AM" >1 -7,-v Y Lot#/Address: Phone number where you can be reached: s—/ �7 - We request EPPOA approval for construction, addition to our installation, on the following: Shed (ALanai ( )RV Port �IoPark Model ( ) Cottage ( )Concrete Slab Pavers Concrete Painting ( ) RV Skirting ( ) Landscaping ( )Pet enclosure other All requests for construction/additions/remodeling are required to have a complete, detailed/sketch, to include footprint, setbacks, front elevation, back elevation, left & righ side elevation and top elevation. All elevations must include all sizes and locations of windows and doors, with length, width and height of the overall structure. Park models are to include pamphlet with pictures. In addition, all requests require and must include the full description, including color of siding, trim, shutters, doors, pavers and concrete painting if applicable. "PRIOR TO BEGINNING CONSTRUCTION" a copy of the Zephyrhills building permit and a copy of the completed engineering plans must be RETURNED to the "LOT IMPROVEMENT COMMITTEE", these will be returned to you for construction. Upon completion of your construction a complete copy of the engineering drawings of the structure, (as built) permits, inspections and final permit approvals must be returned to the Emerald Pointe Lot Improvement Conunittee for Office filing. Pet enclosure must follow guidelines for size, height and location. •9 an y"qg1mom PLAIMUMN • " V PwoVej Z41 If ILMO-411 Z4 Z4 of k,flail a 0 • • Lot Owner I s Signature X,144.� You must display the green permit and city building permit (if applicable) so that it can be viewed from the street prior to starting any project. Namees Lot# — Project #--23 —CX,�--O Address 3,::S fl Ounmf)Ko�Je— �-Oltr-vlll You have been approved for your lot improvement request by the Board of Directors. Please be sure to review Your aunlicgtion co, to see if there are aLim notes or changes with this approval. if any of the boxes are checked below, you need to address these issues before proceeding with your project or when your project is completed. p4-city building permit: Always check with the city to see if a permit is necessary - Call DIG (811) if you are doing any ground work. (A'Provide lot improvement committee with a copy of the city permit and drawings. " When the project is completed, you must return the green permit sheet for fina inspection. If o--'-trmMust be submitted beforz there are any changes in yur plans, a change fo If you have any questions or concerns about your project, pleas6-c�tact the lo) improvement committee or the Board of Directors. Wate Recd./ LOT IMPROVEMENT REQUEST Permit N047L�/ Lot Improvement Comuittee: Recommends Approval to Recominend, Denial Date_/_/ Committee Members: Remarks: Approval Date Date Denied Board Members: W20M 3 K-M Tol Wzmno IZ •" must be 12osted • to the street 517/2019 EIMERALD@ POINTE RIlRedw @ Copyright 2019 Emerald Pointe RV Resort I Homeowner Association Website by HOA Sites I Terms of Use I Admin https://www.emeraidpointervresort.orgtresort-map-21 111