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HomeMy WebLinkAbout21-1393 _ Q City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BGR-001393-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 02/22/2021 Permit Type: Building General (Residential) Property Number Street Address 1126 21 0010 09300 0070 5413 4Th Street Owner Information , Permit Information Contractor Information Name: BISHMAL BARRIOS&GONZALEZ Permit Type:Building General(Residential) Contractor: HOMEOWNER MAVY Class of Work:Garages Address: 5413 4Th St Building Valuation:$9,500.00 ZEPHYRHILLS,FL 33542 Electrical Valuation: Phone: (517)604-1301 Mechanical Valuation: Plumbing Valuation: /J Total Valuation: 500.00 Total Fees:$131.2.25 Amount Paid:$131.25 Date Paid:2/22/2021 1:40:38PM Project Description INSTALLATION 22 X 36 GARAGE Application Fees Building Permit Fee $87.50 Building Plan Review Fee $43.75 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. V4^ CONTRACTOR SIGNATURE PE IT OFFICE PER IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhillsr0`ermit Application Fax-813-780-0021 Building Department Date Received y Phone Contact for Permitting — Owner_ ame Owner Phone Number Owner's kddress, ._ Owner Phone Number Fee Simple Titleholder Name Owner Phone Number i Fee Simple Titleholder Address r.: JOB AD,DRESV= — LOT# �� SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) P,;VORK PROPOSED R NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR .':,PROPOSED USE = SFR 0 COMM = OTHER .TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = a. ;DESCRIPTION OF WOW: y ,BUILDING SIZE SO FOOTAGE HEIGHT BU� IL G== $- _ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ 0 C'/ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY = OTHER �t FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■-■ ■ ■ ■ ■ . . BUILDER _ COJiIIPANY D )'t¢r SIGN ►TU RE—` =' J� REGISTERED Y/ N FEE CURREK Y/N Address - License# ELECTRICIAN COMPANY SIGNATURE• REGISTERED Y/ N FEE CURREN Y/N Address License# F PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREK LILIN Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LXLN Address License# Illlllllllllllllllllllllllllllllllllllllllllltlllllllllllllllllllll 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 subdivisionsAarge 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. (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 ' 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 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,WaterMastewater 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. 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 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. 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. _ — FLORID6_J,URAT(F.S_117. — - ---- --- - - ��// - - -- - OWNER OR_AGENT- !- :, CONTRACTOR` ubscribed and sworn rm )befa�re m�e�thisS bscribed and sworn t affinnedhbefo me this Z� by Fi;I t bC.rj0l1�. 2 Tan n2aX �rs/a a pe[[ssonalJy known to me or h'as/hdvee produced-j- - - Who a e I rs,,o ally k own to me or has/ha produced L1R�Uas'identlfication. - =a- �' Vf6�` S� as identification. Notary Public a -� Notary Public Commiss o. Commission No,,� l _ V Name f�liype 1�!6 % _ Name of Notary trpedn' t �s � GG 27T,4 # 12 2022 •,, JACQUELINE 80GES *: " Expires December i' :* n; Commission#GG 276457 soo•3es�a1s 6onded7hru7rtryFainlnsurance & ,"y ? ,�r Expires December12,2022 ;;F„=°,' Bcnd:d Thru Troy Fain Insurance 800-38,7019 Jacqueline Boges From: Rodney Corriveau Sent: Friday, February 12, 2021 2:54 PM To: Jacqueline Boges; bismavy19 Subject: RE: Rodney from Zephyrhills Thanks! From:Jacqueline Boges<jboges@ci.zephyrhills.fl.us> Sent: Friday, February 12,20212:52 PM To: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us>; bismavy19<bismavy19@gmail.com> Subject: RE: Rodney from Zephyrhills In review with building dept . we have up to 30 days on our review . will contact once out of review. Thankyou r- d .,R Jackie Boges 813-780-0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He Himself we have." Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. From: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Sent: Friday, February 12,20212:38 PM To: bismavy19<bismavy19@gmail.com> Cc:Jacqueline Boges<iboges@ci.zephvrhills.fl.us> Subject: RE: Rodney from Zephyrhills It has been approved from Planning and CRA! It is with the Building Department. Please check with Jackie if you have any question. TY, Rod From: bismavy19<bismavy19@gmail.com> Sent: Friday, February 12,20211:50 PM 1 i i I ORDINANCE NO.1359-18 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF ZEPHYRHILLS, FLORIDA AMENDING THE PREAMBLE TO PART i 7.09.00 OF THE CITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE, SUPPLEMENTAL STANDARDS FOR SPECIAL USES;AND AMENDING §7.09.01 OF THE CITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE,ACCESSORY USES AND STRUCTURES;AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS,the City Council desires to amend the City of Zephyrhills Land Development Code as it relates to Accessory Uses and Structures;and WHEREAS, the City Council desires to match the terms and appointment dates of the Construction Code Enforcement/Licensing Board to their terms;and I WHEREAS, the City Council wishes to update the organization of the Construction Code Enforcement/Licensing Board to update the appointment process and to clarify the name and function of this Board. NOW THEREFORE,BE IT ENACTED,AND ORDAINED BY THE CITY COUNCIL OF THE CITY OF ZEPHYRHILLS,FLORIDA,THAT: SECTION 1: The preamble to Part 7.09.00 of the City of Zephyrhills Land Development Code shall be deleted in its entirety and replaced with the following language: The purpose of the supplemental standards is to set forth general rules and regulations for uses, buildings and structures applying to all zoning districts, including properties that are a contributing structure; as well as to provide for additional regulations for restricted uses applying to specific zoning districts as enumerated herein. Expansion of nonconforming uses by the construction or addition of accessory structures shall not be permitted. SECTION 2:That the City of Zephyrhills Land Development Code,§7.09.01 Accessory Uses and Structures,shall be deleted in its entirety and replaced as set out below: §7.09.01.01 ACCESSORY USES AND STRUCTURES (EXCEPT GARAGES AND GARAGES WITH ACCESSORY DWELLING UNITS). The following regulations shall apply to all accessory uses and structures incidental to any permitted or conditional use(for garages and garages with accessory suites see Section 7.09.01.02). I (A) Zoning of accessory structures.All accessory uses to a principal use shall be located in a zoning district that permits the principal use.Structures up to 15%of the total square footage of the principle structure,up to 300 square feet and no more than 16 feet in height(or maximum height of principle structure),at a maximum point of roof pitch,from the grade,shall be permitted in residential and office professional districts.Structures up to 300 square feet can advance directly to the Building Department for payment of proper permitting fee. Structures between 301 and 625 square feet,or in excess of 16 feet to the peak of the roof,as measured from the grade(or higher than the maximum height of the primary residence)in residential and office professional districts shall be reviewed and approved by the Planning Department prior to the issuance of building permit by the Building Department. Information submitted to the Planning Department shall include, but may not be limited to information pertaining to height, design elements, increased setbacks and landscaping plans around the perimeter of the accessory structure.In the event the Planning Department denies the request,the applicant can appeal the denial to the City Council. ,,-Structures�larger than=6257square feet;require a_conditional;nse,pecmit (B) Construction timing.No accessory building shall be constructed upon a lot or parcel or contiguous lot or parcel except in conjunction with or after construction of the primary building. 1 ' II I To: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Subject: RE: Rodney from Zephyrhills EXTERNAL EMAIL Hello. Do you have any news for me?What vould be the next step? Thank you Mavy Alvarez Gonzalez 5413 4th st. Zephyrhills Big garage project Enviado desde ini Galaxy --------Mensaje original -------- De: Rodney Corriveau<RCorriveaukci.zephyrhills.fl.us> Fecha: 3/2/21 11:10 a. m. (GMT-05:00) A:bismavy19 <bismMl9@=ail.com> CC: Gail Hamilton<GHamilton cr,ci.zephyrhills.fl.us> Asunto: RE: Rodney from Zephyrhills Hello Mavy, What is the height of your house and the height of the proposed garage? Ty, Rodney From: bismavy19<bismavv19@gmail.com> Sent:Tuesday, February 2, 20219:13 AM To: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us>; bismavvl9@gmail.com Subject: RE: Rodney from Zephyrhills EXTERNAL EMAIL Good Morning 2 Here there are the pictures of our back yard.The garage will go where there is the blue truck. Of you need something else let us know. Thank you so much Mavy Alvarez and Bismal Lugones Enviado desde ini Galaxy -------- Mensaje original -------- De: Rodney CorTiveau <RCorriveau@ci.zoh3 Lhills.fl.us> Fecha: 1/2/21 12:30 p. m. (GMT-05:00) A: bismM19@mail.com Asunto: Rodney from Zephyrhills ZEPH FRHILLS-HOMETOWN A MERICA IN THE HEART OF TA MPA BAY! Rodney V. CoiTiveau, AICP Senior Planner Zephyrhills City Hall 3 Planning Department 5335 8°i St. Zephyrhills, FL 33542 Phone: 813.780.0201 Fax: 813.780.0005 Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. 4 DISCLOSURE STiTMONT FOR OWNER CITY OF ZEPHYRRILLS, BUILDING DEPARTMENT Is have read and fully understand and agree to the provisions of this instrument. The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent, to the building. 3. That in the event various phases of construction are subcontracted, he will 'engage only properly licensed subcontractors and will personally supervise such work. 4. That in the event the Building inspector shall require corrections to be made, the owner will assume full responsibility to insure they are made, and upon compl etion will call for a reinspection before proceeding with the building. S. That ' ' owner shall assume full responsibility for the construction and will not expect supervision.of his work from the City of Zephythills Building prior to final inspection any additional feels, including reinspection fe#s, must be paid in full. A written request from this office shall 'constitute an official notice to pay additional fees. 7. T6t the owner shall comply with all City, state and Federal laws in regard to social security, workmanFs compensation, lien laws, etc. , where Applicable. S. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain :restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build o.V/ improve a one-family or two-family residence or a farm outbuilding. YOU may also build or improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for your own use or occupancy. it may not be built or substantially improved for sale or lease. if you sell or lease a building you have built or substantially improved yourself within I year after the construction is complete, the law will presume that you built or sub otsAtially improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. ,' You may not delegate the responsibility for supervising work to a licensed contractor, who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.1.C.A. and-withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regula&!ons. OWNER'S S-1M4MMM­--, WITNESS 'PERXIT Rodney Corriveau ' From: bismavy19 <bismavy19@gmail.com> Sent: Wednesday, February 3, 2021 1:26 PM To: Rodney Corriveau Subject: RE: Rodney from Zephyrhills EXTERNAL EMAIL GHamilton@ci.zephyrhills.fl.us> Asunto: RE: Rodney from Zephyrhills Hello Mr. Rodbey, The property has 3 lots equal to 30 x 140 feet.The height from the floor to wall high is 8 feet, the height from the floor to the roof top is 11 feet, and the height of the proposed garage is 10 feet. Thank you Mavy Alvarez Enviado desde mi Galaxy -------- Mensaje original -------- De: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Fecha: 3/2/21 11:10 a. m. (GMT-05:00) A: bismavyl9 <bismavyl9@gmail.com> CC: Gail Hamilton<GHamilton@ci.zephyrhills.fl.us> Asunto: RE: Rodney from Zephyrhills Hello Mavy, What is the height of your house and the height of the proposed garage? Ty, Rodney From: bismavy19<bismavy19@gmail.com> Sent:Tuesday, February 2,20219:13 AM i To: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us>; bismavyl9@gmail.com Subject: RE: Rodney from Zephyrhills EXTERNAL EMAIL Good Morning Here there are the pictures of our back yard. The garage will go where there is the blue truck. Of you need something else let us know. Thank you so much Mavy Alvarez and Bismal Lugones Enviado desde mi Galaxy --------Mensaje original -------- De: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Fecha: 1/2/21 12:30 p. m. (GMT-05:00) A: bismLU19@gmail.com Asunto: Rodney from Zephyrhills ZEPHYRHILLS-HOME TO WN AMERICA IN THE HEAR T OF TAMPA BA Y! 2 Rodney V. Corriveau, AICP Senior Planner Zephyrhills City Hall Planning Department 5335 8"' St. Zephyrhills, FL 33542 Phone: 813.780.0201 Fax: 813.780.0005 Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. 3 ., i i }f•' ' �� 1 1' a .. ... r I \� , i I� � } f. -( 1 �. fir!K�s- .' t� :r i' .r '�� � � � �` � '..��' � t .� -,,6a . � 1., ., ,i ,.� t c� ;. .. �, . �r ,� t• . . r� v � � � ' �i' .� � i . ` 4 / _ v . � � / . � � ) • %� . ;�° � • a ` •�2� .. \© j. . . � 2 ! � . . <2 ) � . < f �\\ � • � � � � , % � r , . . � w ' �. % � 4F» i •w w.. INSTR#202103041 1 OR BK 10279 PG 3779 Page 1 of 1 02/15/2021 0P:2•8 AM Rcpt:2261312 Rec: 10.00 DS:0.00 IT:0.00 Nikki A)yak-Sowless Esa.,.Pasco County.Cl�rk&Comptroller ;NOTICE DF COIVBffBCRIVIENT 'P.ermtt No. Atopmiy.Idegdgcadon-No:• // 2A.z 106/0 .d 9300 0 •, `1 FIE MIMSIONED herby glue:u mms you thafte iinpmvement Yvf11.b4 made to cenaln teal property:and.in;accordance-wit mo Secrian 713 13 of4hp Florida'S4afrrtea;.the:following:h& tion;6 provided-in.Ws NOTICt iDP t6Nll&NCLMEAT , d . l�iftyc►�.mt �n a)Street Address: 'S 5/ raj Owner Iufotmation; a C, _ a >+Tatn'eiid addtt ss: • b):Neme`un_d.adilTes's,:of 5ee:.'..le titlehol3er .;ot}ter tliaa,owne;'). . . . _ _... - ._ __ .(4:CuntcacOpi•-Iriformsdgu- . � �L j$)Nenie:end'edaiess;b/'S r✓t o� ru.-�L_,�. /3. '`� b):TFltphoA4No,:. FaxNo::(OPt): 3:Stuety;Lofgtmattmh b)..Moukit of.B.6nd:. oa Ielephorie No.; FaxNo.(Opt). 6.1 der: a)Name and eddress:. 7.T of a the:State of Fiorida.desigriat�d.liy tlwuet:Upofi..wlioiq►no_tiees oi`ot)ier docviitenis-may.lie nerved:: t�i�� y Walno b):Telephone No.: :_. .. .. ;Vi N6(Opt:). B:Tn addition to himselt:`Qwner designotes the fo11o4ving:RersOato ieceivo a egpy'bfthe I leaoi's Notice es:provided iti'Seation f i 111AI Q)(b�@loridaStaf� a: - a).Name:and°addrms:: 'b)Telephone'No::, 9.RViiation.date of Notice of CQmiae.9 merit.0h4 eiipiiet[cu dete;#s bae;yeac trom the date'of recording.utiless a diffefent date. s a r ylP ��T specified}: - - c• � .�,�, Wi1RNA!1G TO OWNER Al$X l%yMENTS 1WA B1l,THE.OV*MAFIBR T1;E HRPIRATION:OF TAE NOTICE COMMENCEMENT ARE,CONSIDRRRD IMRRUI?Eit'PAYMEN IS'iJIVDffit CBAPTRR 713;_PART I,SF.CI ION 713.13;. FI:ORMA STAT[ITES;,A"D CAN RESULT IN:YUiJR:PAYIN 'WiICL-FOR:IIvT COVEMENIS Tp Y.OIJR PROPERTY., A.NOTjc -oF COMMENCEMENT MU$T BE RECORDED AND POSTRD.ON THE.JOB SITE BEFORR THE FDZST INSPECTION. IF YODU.: END•TO OBTAA*. NA 4e&d,.CONSULT YOUR'LENDER OR AN kTT•ORNEYBRFORE COMMENCING WORK OR RRCORDjNG kduR NOTICE OF': "MhMNCEMENT: L Y SI'ATE'OF lr(,OR1DA 2 � C0lIIM'Y'OFPASC0 p — S ofOw=. yutYRlrs�Offieer1D rtrtitR/�Lw�r V c1nlNmx '- W E E N 0 r0 s I fbregolag ent Was aclmowl heforq me.tiiis!l day of -I1k.A�d'2QU,by' .� o o ') .15 r S Is1.Q t r l os _as l ow—y (rYP9/aI° O�IY:.e.g:otBcer;hvstee,attomay. . ® � y U fedt)for (naaresofpartyoa.behalfofwhom.btsfrumeaiwasexecu6ed). ��+o t e •� Pe�� u0 dd�ldommffi.:iNotary 5igaatiae y a 6Lin ra L� f� ��, coame L�.•l p 3 O Type of Identification Pi'od66da T (p�4): '® � a e c o w S!eri6r�tion purs;mnt to Seddon 92.5?S,Florida Statutes,"iJnder peneltIes of perjo?y;I declaro that I haave read the foregoing and that Q o L @ T m \ the facts stated iir item five to liip best of my lmowledge aud'belieE 4tcncoar aq� i Y S UJ SignuurdotNeNmlPaaonSignlogAUWe uJ F— ,r O 3 Z [1 m Fonusmoc,e,�acr . "wYP JACQUELINE BOGIES Commission#GG 276457 , P Expires December 12,2022 Bonded Thru Troy Fain Insurance 800.385-7019 rat.. mrriicuvtu rKUUUL I S LIST Category Subcategory Max.Allowable 8 y B y Manufacturer Approval FL# �•>r¢•DIPANSION ANCHOR WITHIN s•OF Wind Speed (MPH) EACH POSTIIRUSS IONi POST SIDESAND Structural Component Roof Deck Carports Anywhere 27402.1 180 2•WN— sASE RAIL AN yArrIBE Hampton Rib Roof Panel GRADE Structural Component Structural Wall Carports Anywhere — x=11=1 pr' 27403.1 180 �'.�..__. ��._..{�..... "� I_ 2 60o PSI 4-CONCRETE CODE INFORMATION Hampton Rib Wall Panel I SLAB o.c W.W.F. oR FIBER MESH CODE VERSION FDC 2017 R.EMson,ASCE-7-1 Structural Component Structural Wall Carports Anywhere 27403.2 180 �—T2' MANUFACTURER cAmgR,sANtWHERE (2) 1N RR T B"O.C. BUILDING TYPE UTIRY srRumm Resi-Lap s i-Lap Siding Wall Panel WNEMuM SO BF NG 12 OVERLAP s WITH MgNIM1UM1 ____________________ _____________________ /CAPACITY 2,000 P (71'P.) 12` SPLICE CONSTRUCTION TYPE n-B Panel Walls Wall Louvers (Flood Vent) Flood Solutions, LLC 17588.1 N/A RISK CATEGORY 1 FS &FS Hex CONCRETE FOUNDATION BASE RAIL Fmt SUPPRESSION SYSIEM ANCHOR DETAIL OCCUPANCY STORAGE Exterior Door Swinging Elixer Door and Metal Company 17996.2 180 BASIC WIND sPEE) U&120—IBOmpn Series 230 W9 Steel O.S. Door W/Cottage Window EXPOSURE C J"NW CONCRETE WEDGE ANCHOR WITHIN 6" ENCLOSURE ENC__ Exterior Door Swinging ElixerDoorand Metal Company OF EACH Posr/rRlNss ALONG SIDES AND p y 17996.5 180 E1 OTHER END WALL POST INTERNAL PRESSURE COEFFICIENT 4•/-ale IMPORUNCE FACTOR I.te Series 407 Vinyl Steel Out-swinging Regular Door Blank (no wind 2" N I. RooF oFA0 Law 1.10 1WL Exterior Door Swinging Therma-Tru Corporation 15225.2 180 ROOF LIVE LOAD 21A•SF OR 3000 PONT LOUD GRADE .� FLOOR DEAD LOAD IOPSF "Construction Series" and "Benchmark byTherma-Tru" FLOOR LIVE LOAD ELF Exterior Door Roll-Up Janus International Group, LLC 12765.4 180 rl....11�r�TrT Il •R•RATING OF WALLS FLOOR ROOF N/A 1 1_I I ExIsrTNG CONCRETE StAB µ�U�PER BUILDING l Series 3100 HURRICANE PROTECTION USAGE No Exterior Door Roll-Up Janus International Group,LLC 12765.8 140 HURRICANE SHELTER USAGE No SQUARE FOOTAGE VARIES Series 750 REVISIONS REV DESCRIPTON DATE BY Window Single Hung Pocahontas Aluminum Company, Inc. 12940.1 120 CONCRETE FOUNDATION BASE RAIL l REVISEDRUDPROOLM sr ,/,/IR MIS10OVSVerticalSlidingWindow ANCHOR DETAIL 2 GROUNDAtCHORORART s/25/1D LOS Window Single Hung MI Windows and Doors 17499.1 180 185 SH GROUND ANCHOR WITHIN 6'OF EACH . - POST.ANCHOR S€€C�URED WITHADE BASE RAIL 6 BOLT MINEMuM WITH 2` ERS (/� Dra*n B'' MTB Post/Truss Maximum Spacings Ground Anchor Length GRADE DatM ll 'f=1 i- a 1/15/19 Maximum (all building widths 530') Wind Speed (mph) L_ -•:•I I MI t FLORIDA Ultimate Wind Speed Structure -II1 �IPLHAI.T OGMI U TM! o (mph) Width (FT) Post/Truss Soil Type 614O 145-155 160-170 175-1$0 AIA DOUBLE D•ANCHOR (SEE 2,ONHI PSF(TIP.) I o LLJ •ENCLOSED GENERIC ENGINEERING m Spacing(ft) Very dense and/or cemented sand,coarse t1 „ „ CHART FOR LENGTH) 30 30, 48 4,811 ' CONBEROT,ON CODE PER SECTION 0101.42 gravel, cobbles, preloaded silts,clays and 2.ML sTEa7110ING"aBE 50 KB STEEL. IL PLU ING.ELECTRICAL.INCRESS/ECREss.PROPERTY 120-150 6-24 5.0 Medium dense coarse sands,sandy „ II Z j � 1 CODE,,00uaEMENTSAM 120-150 >24-30 4.0 gravels,ve s ti ff silts I is and clays s 30 48 48 60 O 4.ROOF AND ANA„•SHEATHING S=RED WITH,r12-14A1• ry y GROUND ANCHOR BASE ;12.1x3/' >150 all 4.0 Loose to medium dense sands firm to 4811 4811 6011 6011 RAIL DETAIL a �' 3H°P L 'AREroSEt ED.NO 7. STN TO 6fRIMuM stiff clays,silts,and alluvial fill O I2 OR 2.60012 TENSILE STRENGTH. Notes: 1. Not applica ble for structures with a mean roof e.12 OR i4GA FRAMING Is 2A•12A'TUBE STEEL.NIPPLES height over 20 feet and/or roof pitch steeper than Loose sands,firm clays, silts, and alluvial 48„ III X11* 60" PLAN VIEW fill z.6" 2. Applicable only for any materials listed on the BuaoENc FRaM t*LI !�BUILDING CODE I Nf� 2 anchors per post unless soil changes to amore more desireable type at half depth or shallower. i RECESS 7 RIC CODE, 'Approved Products Chart and framing indicated in the l:Cfl?�� I'HYRHIlL$ General Notes and details, R VA ORDl ELEVATION VIEW EVI 1 o 8 lb t!f 7ERLAnE'n1EATED AND COVFREI Wmt a WL VAP01L RETARDANT PER sEcWN R.sta ANO Isle DF 7RE 2017 FLOItlDA BIIRgIKi CODE.07H EDRIWt C �L 2A00 P9 cCONCRETE TSIOE TF AT 2e SATE PROPOSES BUILDING FRAMING- ITY Ny NI —ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOsm STRUCIUfff STi4L BE OR'KLNFD TO SLOPE AWAY FROM llff STRUCTURE >�• RECESS -WNIMIIN GRACE 40 STEEL NNE —RESAR MAY HE eEtiT IN SHOP GR FIELD PROMAED: .76 R WID —THE RESAR IS DENY COLD . —THE DHMETER OF THE B lA)MDtSURFD ON THE INSIDE DOES NOT EXCEED 6—BAR OiAMET t AND 3/2 5,/1 9 —RENIFCRC�if s'Y=v f OED IN(bNcRols 514141.NOT BE new soNt EXCEPT Al°�Ey'INEED DOWELS TO BE sEHT TD A110N Wro,A YQiRGL CELL. THESE WE84R MAY BENT Nor to EXCEED TO SLOPE of f• ROLL-U P D O O R C O N C R ET E HOPZOMALLY TO a•VETLMAILY. 0 -2•COVER M1NIIATM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SW.OR WEATHER AND g•EL8EW4iEIE REsuR TAIBFDOED IN GROUTED CELLS SHALL HAVE A MNIIUM CLEAR DISTANCE OF J'FOR SPLASH-GUARD RECESS FINE GROUT AND 1"FOR COARSE GROUT B 't RFDAtt AND ANY FACE OF A CELL RE7FAR USED II IAASO TRY WALLS SHALL RAPE A MASONRY C oven(OK;LL101NG GROUT)of NOT LESS TFIN 2"FOR MASONRY 111115 WITH FACE Q Matthew T. Baldwin P.E, EXPOSES TO EARTH OR TlMIl AND y'FOR FGR MASONRY UNITS Not EXPOSED TO eARDt DR WvArHm. O Florida License 64608 a1LYdII1761106t -METAL ACCESSORIES FOR USE A,E%TERIN WALl.CONEI1FJC110N AND NOT ERECTLY DRIOSED 10 WEATHER SHALL SE GALvmsso IN ACCORDANCE WITH ASTM A 102,CLASS B-2. METAL FIATSCONIRCTORS,SCREWS,BOLTS,AND NAILS Sheet: CA-1 OF EXPOSED DIRECTLY TO WEATHER SHALL DE STAMIhSS STEEL OR HOT DIPPED GALWA UED, MINIMUM Ii" TS NIPPLE. NIPPLE SECURED TO TRUSS & EXTENSION WITH (4)#12-14x#" SELF-DRILLING SCREWS EACH PMINIIvIUM NIPPLE TO ELTRUSS TYP,MI C2. U-P 1O 7' BRACE, 4IPPLE TOMIN. 24"UP ro 7' POST, Y(4)012-144- 16 CA U-CHANNEL BRACE,MIN. 48 OVER r Post. MIN. MIN. 24"UP To 7' POsC Tauss46' TO MAX. 60' FROMMIN. 48 OVER 7' POST. WIN. "HORIZ. (EXCLUDE END-WALLS) 45' TO MAX. 60' FROM [.FAN-ro/TRU sHORIZ, (EXCLUDE END-WALLS) _tEXTENSION _MINIMUM 0"TS NIPPLE. 15TRUSS CONE SECURED TO WALL r Sb NIPPLE SECURED TO WALLCODE INFOR TIO 6`TS NIPPLE. NIPPLE SECURED 8'TS NIPPLE. NIPPLE POST WITH (4)#12-14x#' POST WITH (412-14 'WL POST WITH (4)#12-141$" D TO WALL POST WITH SELF-DRIWNG SCREWS MINIMUM 24 TS NIPPLE. CODE VERSION Pea 2017 5M,[ditto,,.Asa —7-I SELF-DRIWNG SCREWS SELF-DRIWNG SCREWS EACH END SELF—DRIWNG SCREWS LUNUFACTURER CARPORTS AtItM11ERE BUILDING TYPE UIUIY SnNCRAtE CONSTRUCTION TYPE 0-I BOW RAFTER TO POST BOX EAVE RAFTER TO 40' BOX EAVE RAFTER TO TRUSSED RAFTER LEAN-TO TO TRUSS RISK CATEGORY 1 POST CONNECTION DETAIL POST CONNECTION DETAIL CONNECTION DETAIL CONNECTION FIREPRD>ECSSI CONNECTION D ETA I L FIRE PROTEC SIGN SYS,EM NLNNE - OCCUPANCY 2"x2"x2" 16 GA. ANGLE CLIP SECURED BASIC WIND SPEED vx 120—igompn WITH (4) #12-14x" SELF-DRILLING SCREWS EXPOSURE VARIES 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-141$"SELF—DRILLING NIPPLE TO INreI:tNAL PRESSURE COEFFlGENT +/-ate SCREWS G 6"D.C. (9" O.C. MAX.) TRUSS IMPORTANCE FACTOR tA5 STD. MAX. SPACING ROOF DEAD LOAD 10P9F 2"x 2"x2" 16 CA, ANGLE CUP � •1Mx' SECURED WITH (4) X12-14x " JJ 3" MIN. LOADROOF LIVE t OR D°°° LOAD SELF-DRILLING SCREWSFLOOR DEAD FLOOR LNE LOAD sovsr MINIMUM 6"TS NIPPLE. NIPPLE ,R.RATING OF WALLS,FLOOR. N/A SECURED TO WALL POST WITH "R RATS PER STD. MAX. SPICING (4)#12-141 " SELF—DRILLING SCREWS 1" 18 GAUGE FURRING CHANNEL 48` HURRICANE PROTECTION USAGE No D.C. MAX. SECURED WITH (2)#12-14x1" HURRICANE SHELTER USAGE NO VARIES SELF-DRILLING SCREWS TO EACH RAFTER, SQUARE FOOTAGE VARIES REVISIONS NON-STRUCTURAL HEADER OR I SIDE WALL ROLL-UP REV DESCRIPTON DATE BY ROOF PAL CONNECTION POST TO TRUSS t REVISEDRUDPI1a5UCTL13T WINDOW RAIL TO POST DETAIL DOOR HEADER DETAIL NEVERTICAL SHEATHING OPTION CONNECTION 2 GROMMCHOROM 3/25/,1 MINIMUM 6"Ts NIPPLE. NIPPLE SECURED TO TRUSS/EXTENSION WITH (4)#12-141$" SELF—DRIWNG SCREWS MINIMUM 6" TS NIPPLE, NIPPLE I MINIMUM 6" Ts NIPPLE. NIPPLE MINIMUM 6"TS NIPPLE. NIPPLE SECURID TO WALL POST WITH SECURED TO WALL POST WITH SECURED TO WALL POST WITH (4)#12-14)4' SELF—DRILLING SCREWSData (4)012-144"SELF—DRILLING SCREWS 1 (4)/12-14x4`SELF—DRILLING SCREWS 1/15/19 IPPLE TO NIPPLE TO 2"x2•x2" 16 GA ANGLE CLIP SECURED 2"x2`x2" 16 GA.ANGLE CUP ono FLORIDA ERAS. BASE RAIL I ) #12-14x1)" SELF—DRIWNG SECURED WITH (4) #12-14,4" SELF—DRIWNG SCREWS l ENCLOSED GENERIC ENGINEERING '[ " IPPLE TO 1. IS EXEMPT FROM INS P00 E1ERGY 1 1 ' . I :".'.. I .':TI . �( `"" -: �l -`� _::� . SINGLE OR DOUBLE TS HFj1DER, SINGLE OR DOUBLE IS HEADER POST CdN5ER'WTWN CODE PER SECiroN 0101.4.2. �, V I I I �i 2.AI,I.STEEL 1RBI NG SNAIL.BE 50 I0 sm�. NIPPLE TO C.PLUMBING ELECTRICAL,INOREss/EOREss,PROPERTY BASE RAJ SET-BACI6,AND/OR OTMLR LOCH.COOS I Ulldøfll ARE � 1 SWOF THE ONIBIR. 4. AT $ECIJIBID 110TH 012-14x1' SELF-DRNLNO SCREWS WiRI SEM.WASHERS•5'O.C.W. 6.FlEID FRNAND CCNNSCRCNS SECURED WRH 012-14x3/4' POST TO BASE RAIL END POST TO BASE RAIL HEADER CONNECTION HEADER CONNECTION DETAIL e. Ne �O ARETOBW�.No LEAN—TO TO TRUSS 7.cOApORIE EXPAAI II00 ARE TO 0INMUIuI CONNECTION CONNECTION DETAIL OPTION 1 OPTION 2 CONNECTION 1M e.12 OR I40k FRAIANO IS 26"x2.5'1085 Slut..NIPPLES INSTALL PER MANUFACTURERS INSTRUCTIONS 'VENT INSTALLED WITH BOTTOM AT 2.5" ABOVE GRADE & NO FRAMING REQUIRED AROUND VENT #il xt" SELF—DRIWNG WALL STUDS #12-14x?[' SELF—DRIWNG SEWS C 6. O.C.MAX & I I I SCREWS 0 10"O.C. MAX, 3" 6'i MAX. FROM CORNERS ..' MAIL FROM CORNERS } lti J '1 HORIZONTALLY/4" MAX. FROM I i i CORNERS VERTICALLY ' ' I i i EXTERIOR 2"x2'x2" 16 GA. ANGLE CUP SECURED I I I I I I I SHEATHING WITH (4) #12-14xi` SELF-DRILLINGI A I t i If�t SCREWS INTERIOR EXTERIOR 1�„ I i ! ' ,y'' —�_- 2 „__—_a ,- ,,,.y x8}" OPENING BETWEEN 3/25/ 19 �+` ���.- WALL STUDS. VENT IS SECURED INTERMEDIATE POST TO TO SHEATHING AS PER DOOR FRAME TO POST MANUFACTURERS INSTRUCTIONS J HEADER BASE RAIL OR CONNECTION Matthew T. Baldwin P.E. WINDOW - RAIL DETAIL ROLL-UP DOOR TO HYDRO'VENT DETAIL < Florida Ucense 64608 POST CONNECTION. (OPTIONAL) I Sheet: CA-2 OF 3 M Y Y Y Y Ti = L a b CODE INFORMATION CODE VERSION PRO 2011 ea:cane+ A5 -1-1 UFICTURER O OTR ANY om BUILOINO TYPE UILITY STWUCn.IRt CONSTRUCTION TYPE 0—R i. F2SK CAT'ECORY TYPICAL POST/TRUSS FRAMING SECTION — TYPICAL POST/TRUSS FRAMING SECTION — TYPICAL Posy/TRUSS FRAMING SECTION — TYPICAL POST/TRUSS FRAMING SECTION — FIRE PROTECTION N 4E BOX FAME UP TO t INCLUDING 24 WIDE BOX FAYE 24'-1"TO 30' WIDE BOW FRAME U4�TO Ik INCLUDING 24' WIDE BOW FRAME 24-1"1T) 30' WIDE c OCCUPANCY STORNI6 LTASIC WIND SPEW We 120-1ROm9h EXPOSURE c ENCLOSURE OKAO D 01TERF4�.PRESSURE COEFFICIENT +/-0.e IMPORTANCE FACTOR 1.10 ROOF DEAD LOG 10PSf ROOF LIVE LOAD 20PSF OR SO0m PIT UMW FLOOR DEAD LOAD 10P1R FLOOR LIVE LOAD 50P9F y Y R R '- 'R"RA1TN0 OF WALLS.Fl OOR. ROOF N/A 6 b MODULES PER BUILDING 1 a DON HURRICiANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE' YAM REVISIONS - REV DESCRIPTON DATE BY TYPICAL SIDE WALL FRAMING — TYPICAL SIDE WALL FRAMING— TY'ICAL END ELEVATION — TYPICAL END ELEVATION 1 RE`M WD PRODWT USt 3/1/19 Inn fe, BOX EASE/BOW FRAME, HORIZONTAL ROOF BOX SAVE. VERTICAL.ROOF BOX SAVE BOW FRAME 2 GROUND ANCHOR CHART 3/25/19 MTB __ _____ [ TTllfi1TNI UNLJNT] HUll U U U N Nil _______ 1/15/19 i000U on: FLORIDA ENCLOSED GENERIC ENGINEERING Is EXEtaT Fl10M THE,FRc ENETtcr — — CONS ERATION CODE PER RECIWN 6?-GI 2. 2 ALL s1Xa TURING SHALL Be ISO RRI SIEEI. s PLARAdR10,ELECTRICAL.AItlPESS/E6RESS PROPERTY eFT-RAs ANO/OR OniFlt LOCO CODE RFAu9retltfYls ARE T ROOF RNAB AU. OF THE DCURE 4,ROOF AND 9HEA1110 SECURED WRN 112-14M1' — SELF 0 SCREMre Wm1 SEAL WAS►fERs U 6.O.O.MAx. 0.FIELD SECURED WITH/12-103/4' _ _ - It I III 1111111 [iLl 1111111 LI III e.a1.a oNs TO WELDING ONSAIt ML INgRE pWEL I ND TYPICAL SIDE WALL ELEVATION - TYPICAL SIDE WALL ELEVATION - TYPICAL. SIDE WALL ELEVATION - TYPICAL SIDE WAIL ELEVATION — ' EfrPA 260019 m4 M� BOW FRAME, HORIZONTAL WALLS 8 ROOF BOX EAVE, HORIZONTAL WALLS (OR LAP) & ROOF BOX SAVE. HORIZONTAL WALLS (OR LAP)/VERTICAL ROOF BOX SAVE, VERTICAL WALLS , ROOF e 1 3'' NDIH. .12 OR 140A PRATING NG SI Is sIRH 2.5•x2.8'TLTRE STEEL.NIPPLES TULGE R ICAL OOF LALuIAYOU ' ABLE ON CA- - T�S'-0"-ETRUCTURY. HEI CIUC111RA1 kLXi R HEWER ROLL- RSLA-UP DOOR DOOR Y D0011 w APPUCABI.E) JL_ ALJ WRIDDW (� 12 OS OA.PT '..O MM- .-O"MAIL- 12 mL POST APPLM,ABLE) > (TAM>DDE OF A4 3/25/19 MU..—UP COO" `�-IPEDOM) ZD Matthew T. Baldwin P.E. Florida Licenee 646OB A TO Wnc TYPICAL END ELEVATION TYPICAL SIDE WALL ELEVATION Sheet: CA-3 OF 3 DESCRIPTION: #54 i3 4th Street, Ze h chills, fZ 33542 MAP OF. O i I A 1D/1 P SUP VE RVEYLOT 6, 7, & 8, BLOCK 93, of CITY OF ZEPHYRHILLS, according to the, map or plot thereof, SURVEYOR'S NOTE'S: as recorded in PLAT BOOK 1, PAGE 54, of the Public Records of Pasco County, Florida. I. 7andd is gs Boundary Survey, made on the ground under the supervision of o Florida Registered surveyor i N pper. Field survey was completed on 2. Bearings are based on: h= ^ :hwrl R;W tire f tTN STR" T N. 25'00 00W assumed bearing. W_ -E 3. No underground utilities, underground encroachments or bolding foundations were measured or located 0s 0 port of this survey, unless otherwise shown. Trees and shrubs not located, unless otherwise shown. Scale: 4. This survey was conducted for the purpose of o Boundary Survey only, and is not intended to n delineate the r ulato 30' ►9 al age cy lion of any commission l stole, regional or local agency, board, commission or rj slate, regional or local agency, board, commission or other sim8ior entity S. This survey was conducted without the benefit of an abstract of title,therefore, there may be other rights—of—way, setback lines,agreements, reservations, restr:etion, or other similior matters of public record, not depicted on this survey. 6. flood zone determination based on o scaled interpretation of the Flood Insurance Rote Maps as shown hereon, prior to construction, Building Deportment should be contacted for verificotion of flood zone, 7. Attention is directed to the fact that this survey may reproduction, This should be token into considertio hen eobtainingdscale or d data.orged in size due to 8.Re—use of this survey for purposes other than it was intended,without written verilication,wilt be of the Nom. NOT re—users sole risk and without Iiobifty to the surveyor. Nothing herein shall be construed to give any '\ rights orb b0 tits to a ryoM other than those certified to, RV \ 9. "THIS SURVEY VALID WITHOUT THE SIGNATURE AND ORICWAL RAISED SEAL OF A FLORIDA LICENSED F.LR. 1/2" SURVEYOR ANO MAPPER'. L8 IJ 107 - p, LE A9D ANlD FI.P.-FOUND IRON PIP +�F.CC.M,.£FOUND CONCRETE MONUMENT R/W-RIGHT-OF-WAY (0)-DEED F.I,R,-FOUNO IRON ROD F,F,E.=FINISHED FLOOR ELEVATION P.9.-PLAT BOOK Q? S.I.R.-SET IRON ROD P.0.8.-POINT OF BEGINNING R (F)'PLD S/W.SIDEWALK /W - RIGHT OF WAY (P)-PLAT n, 4 P.O,C.-POINT OF COMMENCEMENT lP F , S,P,K.-SET NAIL & DISK W/F-W000 FENCEC.T.I.-CRATE TOP INLET ENCE APuv Jt uh n A/C-AIR CONDITIONER ESM'CHAIN UNK 1S l A Q 07 y -P O.R,-OFFICIAL RECORD BOOK ESM'T.=EASEMENT PNO.-FOUND fT/ERMFAD POWER D,B.-DEED BOOK ELEV. - (R)-RECORD 139 o. c+ -T-.OVERHEAD TELEPHONE F.P.K.&O,.FOUND NAIL AND DISKELEVATION COV.-COVERED • MAS.MASONRY P,C.P. PERMENENT CONTROL PRINT C,B, C D/W DRIVEWAY PC.-PAGE �IJQ Q CONC,.CONCRETE . ESIO BEARING TYP,'. TYPICAL X-t00'r, 7Yp P•C•-POINT OF CURVATURE Fence O IGAL ELEVATION C,M,P. - CORRELATED METAL PIPE RES.-RESIDENCE (C)-CALCUTATEO 0 S , N/R-NOT RECOVERABLE R.C.P. - REINFORCED CONCRETE PIPE P/A-POOL PUMP ASSEMBLY Change -FOUND M.E.S,-MITERED END SECTION W/C-WITNESS CORNER FND A/C '� �O W/F-WON FENCE P.R.M. - PERMENENT REFERENCE MONUMENT FIR. 1/2" N F tD• F/W - FIELOWIRE FENCE N,G,V,D.-NATIONAL GENETIC VERTICAL DATUM LB #107 p 6 y 2� S Coy. o �' V/F - VINYL FENCE This is to certify that the property shown hereon falls \' 0.' �' ���' b 3 Conc. f •� it��too ne 'X as per the Flood Insurance Rate Mop, O`70 C] 0 1, ✓ Community Panel Number 121mr!ndcOr D9 2g 14 ,doted�� + 6 , ,, cam � \ jo Enclosed Q,o BI MkL LUGONES—BARRIOS ++ U, ,.� / Sun Room '> $ w MAVY ALVAREZ—GONZALEZ SUNSTATE TITLE AGENCY,INC. o• �Pl o.\oo oI� C $ FRST'AG RICAN TITLE INSURANCE CO. ++ rd W Nkp- o� �� Gam 3 ` p GROW F�IANCIAL FEDERAL CREDIT t1NION \\ \ i f Co I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE "MINIMUM t C '' AD �y0• TECHNICAL STANDARDS"FOR LAND SURVEYING IN THE STATE OF FLORIDA: CHAPTER 5J-17,FLORIDA ADMINISTRATIVE CODE, Utility ` O^ ? FIR, 1/2" Pole + � �� �• NO IRO J \;Qp' ddl� J11e PL.S. S 6 �39�'�, �P� Day aDw f►hat au� t 0ftfflate of ,tj Oess+ ' 1� Revisions Dote �1utl�0/fit7tl0/7t O \° 1 "\ Corte Revisions �.. 1 Q I Block n SE Comer P.C. '+ 0 \ F.I.R. 1/2" `"'.9• F.I.R. 1/2" F.S. LL Pg. ....... j Job 60.3••-45 + \ NO IDS ( /'' NO ID# Draft Station# 4 + 0 S—T—R. Check EFJ Miec. Boundary Shoot_ 1 _of 1 Gie PJenkins SURVEYING AND MAPPING, INC. 4030 HIGHWAY 41 NORTH - iAN0 0 LAKES, FL 34639 PHONE (813) 948-2666 FAX (813) 435-1763 Jenkins.surveyingoverizon.net — www.Jenkins—surveying.com