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HomeMy WebLinkAbout21-3169V Rr IF, 71 Lit, 117. A �-[ 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-003169-2021 Issue Date: 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. I III! !IIIIIII III 11111�1111 I I III I Jill VIM 1W accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.6. NO OCCUPANCY BEFORE C.O. 05� CONTRACTOR SiGIMIXYU-�REPE IT OFFICE INSTR#2021262873ORBK10501 PG1064 Page 1 of 1 12/07/2021 02:11 PIVI Rcpt: 2387859 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller -10 — ULL1570 Permit No. Par. 0 1 D No NOTICE OF COMMENCEMENT State of aa& . . .... County of THE UNDERSIGNED hereby gives notice that Improvement will m matle to real nd in accordance with Chapter 7113, Florida Statutes. the fdowing information Is provided in this Not Of noemen.t L_ 1Descriptier on of Property. Parcel Man No. '4- VA. SueetAddress: _s00A%CdW1__ 2. General Description of Improvement �j "C 3. Owner Information of Lasses information If the Lesseo coftvSCtGd for the Improvement` 2 S E E 4F� (n '12- 4 04. E tF f 0 co 0 0 -0 u) Uj Q, .0 C 0,fl z 0, N. 0'_rs 0 Eewe M ti 2� Address CRY State, interest In Property. i�?e Name of Fee Simple Titleholder (if different from Owner Raw 8130VO) 11 . .0 Oty State M of Bond: city Telephone No.: ty Fte—to ��dwe',s Telephone No.: s within the of Florida designated by the owner upon notices or other documents may be served as provided by ?13.13(1 XaX7"h Florida Statut t Name city State .2� Number of Designated Person: of to himself, the owner designates -7 Florida SWaAW 13.131) m. Oaf to receive a copy of the usnoft Notice as provided in Sea (b 4 Al"aix, • a Number of Person or Entity Designated by Owner. "7 no payment to the 44 " � '' ' 1 1% , - " j may not be before the comp"M of construction and final a � %m�;At' f Notice of Commencement (the expiration date n date o recalling unless a different data Is spedflady. ctor, but will be one year from the date of record ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT *W�RNING TO OWNER: ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTIE CO :°_R 713, PART 1, SECTION 713.13. FLORIDA STATUTES AND CAN T RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF MMEWEW&t MUST BE RST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT RECORDED AND POSTED ATTORNEY THE B SITE BEFORE THE Fl RDING YOUR NOTICE OF COMMENCEMENT - WITH YOUR LENDER RAN BEFORE COMMENCING WORK OR RECO Under penafty of parlury, I declare that I have mad the foregoin of c-0MT%tfth0t tlh*e facts stated therein are true to the best re ' to of my knowledge and belief. STATE OF FLORIDA oneb, of or aj or L.. od. COUNTY OF PASCO SiI, of Owner or Lessee. LassaWa Authorized _901'ecter/parmer(Manager Signstor/s T111810flice The foregoing instrument was acknowledged before me this _�_day of 202 by as (" of authority, e.g., officer, trust", attorney in faclUbf (name of V an behalf M 8 ex & I - el; Personally Known [3 Q8 Produced IdentilloOtIOn&K Notary, Sign.b. - 8 delmicationp ucedlj"�, , Name(Print) 1 50 !.! M1. EMMA A. KLOSICKI Notary Public -State of Florida -E Commission # GG 324783 0. 91 my Commission Expires April 17, 2023 ,Oauvwar)ouowwrnencementjxA53048 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 RESPONSIBILITIE& 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 IMPACTIUTILITIES 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 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'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, Welland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill Use of fill is not allowed in Flood Zone 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. 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 Z111d Xgl IS 1 gUn FLORIDA JURAT (F,S, 117,03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or affirmed) before me this Subscribed and by by Who—is/are personally known to me or has/have produced Who We 11 rsona tkpown to me or has/have produced as identification. as identification. Commission No. —Notary Public —Notary Public Commission No. ,,aAt 1 c2J Name of Notary typed, printed or stamped Name of Notary Wed, printed or stamped CARLOS MALDONADO Commission # GG 346275 Expires June 18, 2023 Bonded Thru Troy Fain Insurance 800-385-7019 PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 45, OAKS OF PASCO AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, 20.1 tit f. FRONT: 20! REAR: 10, SIDE- 5. SIDE STREET: 15' NOTES: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BASED ON THE APPROVED ENGINEERING PLANS PREPARED BY CORNELISON ENGINEERING & DESIGN INC. 2. ELEVA71ONS ARE BASED ON NAVO 1988 DATUM. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR OWNER ARE REOUIRED TO VERIFY Al I rFTRArXg III M nlNf- ON LOT CALCULATIONS LOT - 5,750 SO. FT. LIVING AREA = 1,850 SO. FT. GARAGE - 524 SO, FT. ENTRY - 70 SO. FT. LANAI - 154 SO, FT. PATIO - 0 SO. FT. DRIVEWAY - 371 so FT. A/C PAD = 9 so FT. WALKWAY = 28 so. FT. IMPERVIOUS - 529 - 3006 SO. FT. SOO - 2,744 SO. Ft OFF LOT CALCULATIONS RIGHT OF WAY - 400 SO. FT. DRIVE APRON = 67 SO. FT. PUBLIC S/W - 250 SO. FT. SOD - 93 % FT, TOTALS AREA - 6,150 SO. FT. DRIVEWAY - 428 SO. FT, SIDEWALK = 278 SO. FT. SOD - 2,837 SO. FT. r- 0 41 NNE 5 4k, 1" = 30, GRAPHIC SCALE 0 is 30 LEGEND: BUILDING SETBACK LINE PI POINT OF INTERSECTION PC P004T OF CURVATURE CENTERLINE PT POINT OF TANGENCY RIGHT OF WAY LINE op RADIUS POINT PRO POINT OF REVERSE CURVATURE PROPOSED ELEVATION POP PERMANENT CONTROL POINT TIP TYPICAL PROPOSED DRAINAGE MOW cs CONCRETE SLAB (P PER PLAT CONCRETE (pl� CALCULATED A/C AIR COMMONER pa Pos PLAT BOOK PAGES S/w SIDEWALK en CT qr4l&pr —" Residential Pools "Letter from your local power company '"All set -backs shall be met**** E4203.1 Receptacle outlets. Receptacles outlets shall be installed and located in accordance with Sections E4203.1 , 1 through E4203,1,5. Distances shall be measured as the shortest path that an appliance supply cord connected to the receptacle would follow without penetrating a floor, wall, ceiling, doorway with hinged or sliding door, window opening, or other effective permanent barrier. [680.22(A)(5)] E4203.1,2Where required. At least one 125-volt, 15- or 20-ampere receptacle supplied by a genera I ­PU rpose branch circu-it shall be located a minimum of 6 feet (1829 mm) from and not more than 20 feet (6096 mm) from the inside wall of pools and outdoor spas and hot tubs. This receptacle shall be located riot more than 6 feet, 6 inches (1981 mm) above the floor, platform or grade level serving the pool, spa or hot tub. [680,22(A)(1)) R4501.171 idential swimming barrier requirement. Residential swimming pools shall comply with Sections R4501,17,1 through R4501 1 7,3. Exception: A swimming pool with an approved safety pool cover complying with ASTM F1 346, R4501.17.1 Outdoor swimming pools. Outdoor s�vimrning pools sliall be provided with as barrier complying with R4501 , 1 7A , I througyjl R4501,17, I alb, R4501A7AA The top of the barrier shall be at least 48 inches (I _2 19 rrim) above grade rneasured on the side of the barrier which faces away firoin the swinuning pool, The maxinium vertical cleararice between grade and the bottom of the barrier shall be 2 incties (5 1 trier.) meaSUred on the side of the barrier which faces away froin the swirrinring pool, Where the top of the pool struCtUre Is above grade the barrier may be at ground level or mounted on top of the pool structure, Where the barrier is 0 mounted on top of the pool structure, the maximuni vertical clearance between the top ofthe pool struCtUrc and the bottorn of the batTler shal I he 4 inches (102 mane), R4501,17.1,2 The barrier mad;a,,ar not Ii,-e -iy gaps, openings, indentations, protrusions, or structural coimporients that could allow a young chdd to crawl utider, squeeze through, or clirrib over Itic barrier as herein described below, 6ne end of a removable (,-,hild barrier shall not be removable without the aid of tools, Openings in any barrier shall riot allow passage of as 4-itich-diarrieter. (I 02 min) sphere, R4501 . 17,13 Solid ban'iers which do not have openings shall not contain it or protrusions except for normal construction tolerances and tooled masonry joi ints, R4501 �1 T1.4 Where the barrier is composed of horizontal and vertical niellibers and the distarice between the tops of the horizontal members is less than 45 inches (1143 rnrn), the horizontal rnembers shall be located on the swimming pool side of the f(snice, Spacing between vertical members shall not exceed I z/, inches (44 nim) in Nvidth. Where there are decorative CIAOLItS within veftical members, spacing within the cutouts shall not exceed I /, inches (44, ram) in width, R4501,,171,5 Where the barrier is composed of horizontal and vertical menibers and the distance between the tops of the horizontal rnembers is 4-5 inches (1143 ears) or more, spacing betNv-een vertical members shall riot exceed 4 inches (102 nim). Where there are decorative CUtOUtS within veilical rilembers, spacing within the cutouts shall not exceed I °/, inclies (44 inm) in width. R4501.17.1 6 Maximum iriesh size for chain link fences shall be a I/Anch square (57 mtri) unless the fence is provided with slats Fastened at the top or bottom which reduce the openings to no more than inches (44 to R45067.1J Where the barrier is coniposed of diagonal tneinbers, the maximurn opening forryied by the diagonal members shall be no more than I z/, inches (44 mrri), R4501.17.1.8 Access gates, when provided. shall be self -closing and shall comply with the requirements of Sections R4501,17, LI thrOUgh R4501,17, 1 .7 and shall be equipped with a self -latching locking device located on the pool side of the gate, Where the device release is located no less than 54 inches (1372 nim) fi-orn tlie bottoni of the cyate, the device release nieclianism may be located oil either side of the gate and so placed that it cannot be reached by a YOUng child over the top or through any opening or gap From the outside, Gates that provide access to the swirritning pool must open outward avvay from the pool, The gates and barrier shall have no opening greater than I/ inch (12,7 nini) within 18 inches (457 mm) of the release mechanisrn, R4501 , 17.1,9 Where as wall of as sl,,velfing serves as part of the barrier, one of the following shall apply: I All doors and windows providing direct access front the home to the pool shall be equipped T with an exit alarm con-iplyino with [ )L 2017 that has a minimurn sound pressure rating of 85 dBA at 10 feet (3048 nun), Any deactivation switch shall be located at least 54 inches ( 1372 mm) above the threshold of the access. Separate alarms are not required tbr each door or window if sensors wired to a central alarm sound when contact is broken at any opening, Exceptions. 1. a,Screened or protected windows having a bottom sill height of 48 inches (1219 ryirn) or more measured frotu the interior finished floor at the pool access level. 2, b.Witidows facing the pool on floor above the first story, I c.Screened or protected pass -through kitchen windows 42 inches (106-7 ti-irn't or higher with a counter. beneath, I 2,AII doors providinj.,, direct access Froni the home to the pool must be equipped with a self g, '- closinself-latching device with positive inechanical latching/locking instaa lled nninimurn of Z� 54 inches (1372 min) above the threshold, which is approved by the authotity having jUrisdiction. 3, 3.A swirnming pool alarm that, when placed in as pool, sounds an alann upon detection of all acciden,tal or unauthorized entrance into the water. Such pool alarm must meet and be independently certified to ASTM Standard F2208, titled "Standard Safely Specification for Residential Pool Alarins," which includes surface inotion, presWre, sonar, laser, and infrared alarms. For purposes of this paraj,rajah, the terni "swunn-iing pool alarryi'" does not include an-v swirnming protection alarm device designed for individual use, such as an alarrn attached to as child that SOUnds when the child exceeds as certain distance or becomes submerged in water. R4501.17A.10 Where an aboveground pool structure is used as a barrier or where the barrier is MOLInted on top ofthe pool strUCture, and the nicans of access is as ladder or steps, the ladder or steps either shall be capable of being secured, locked or removed to preverit access, or the ladder or steps shall be surrounded by a barrier which meats the requirements of Sections R4501,17,1.1 through R4501AT 19 and Sections R4501,17A .12 thrOLIgla R4501,17,1,14, When the ladder or steps are secured, locked or removed, any opening created shall not allow the passagre of a 4-Inch-diameter ( 102 nim) sphere R4501ATlAl Standard screen enclosures which meet the requirenients of Section, R4501.1 7 may be utilized as part, of or all of the "barrier" and shall be considered as "riond-welling" wall, Rernovable child barriers shall have one end of the barrier tiontremovable without the aid of tools. R4501.17A.12 The barrier triust be placed around the perli-Tieter of the pool and must be separate from airry tlence, wall, or other enclosure SLIrTounding tire yard unless the 1ence, wall, or other enclosure or portion thereof is situated on the perimeter cif` the pool, is being used as pail of the balTier, and meets the barrier requirements of this sectioll, R4501,17A A3 Removable child balTiers nicest be placed sufficiently away ftom the water's edge to prevent a young child or medically frail elderly person who rnay trianage to penetrate the barrier Erom immediately falling into the water, Sufficiently away from the water's edge shall irreari no less than 20 inches (508 rrim) fi-orn the barrier to the waiter's edge, Dwelling or nondwelling walls including screen enclosures, when Used as part or all of the "barrier" and meeting the other barrier requirei-nents, rnay be as close to the watt r's edge as ptnTyirtted by this code. R4501,17A.14 A wall of a dwelling may serve as part of the barrier if it does not contain any, door or window that opens to provide direct access frorn the home to the swirnming pool, R4501 A71 A5 A mesh safety barrier meeting the requirements of Section R4501.17 and the following minimurn requirements shall be considered a barrier as defined in this section: 1 , Undividual component vertical sea moil posts shall be capable of resisting as minirnuni of 52 pounds (229 N) of horizontal force prior to breakage when measured at as 36-inch (914 mm) height above grade, Vertical posts of the child mesh safety barrier shall extend a aninimum of 3 inches (76 mm) below deck level and shall be spaced no greater than 36 inches (914 mm) apail. 2 2,The mesh utilized in the barrier shall have a minimum tensile strength according to ASTM D5034 Of 100 POUnds per foot, and as miniMUrn ball burst strength according to ASTM D3787 of 150 4 a M pounds per foot. The mesh shall not be capable of deformation such that a 1,-inch (6A mm) round object could pass through the mesh. The mesh shall receive a descriptive performance rating of no less than "trace discoloration" or "slight discoloration" when tested according to ASTM G53 (Weatherability, 1,200 hours), 3,When using a molding strip to attach the mesh to the vertical posts, this strip shall contain, at a minirrium, #8 by -/,-inch (123 mm) screws with a minimum of taw screws at the top and tWo at the boftom with the remaining screws spaced a maximum of 6 inches (152 mm) apart on center, 4,Patio deck sleeves (vertical post receptacles) placed inside the patio surface shall be of a nonconductive material. 5,A latching device shall attach each barrier section at a height no lower than 45 inches (11 613 rim ) above grade. Common latching devices that include, but are not limited to, devices that provide the security equal to or greater than that of a hook -and -eye -type latch incorporating a spring actuated retaining lever (commonly referred to as a safety gate hook). 63he boftom of the child mesh safety barrier shall not be more than 1 inch (25 mm) above the deck or installed surface (grade), 7. R4501.18 Ladders and steps. 8, All pools whether public or private shall be provided with a ladder or steps in the shallow end where water depth exceeds 24 inches (610 mm). In private pools where water depth exceeds 5 feet (1524 mm), there shall be ladders, stairs or underwater benches/swimouts in the deep end. Where manufactured diving equipment is to be used, benches or SWiMOLJtS shall be recessed or located in a corner, 9, Exception: In private pools having more than one shallow end, only one set of steps are required. A bench, swim -out or ladder may be used at all additional shallow ends in lieu of an additional set of steps. CUSTOMER INFORMATION LAST NAME: HERNANDEZ(Luis) ADDRESS: 6450 BRADFORD WOODS DRIVE CITY/ZIP: Zephyrhills FL 33542 PHONE#: 813-679-4423 GATE CODE: DESIGNER: John LaIlev SUPER: BOND BEAM: FINISH: JOB #: IM, STUCCO FACE EXPOSED ----- 2' TRACT NOTE , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -4 - - - - - - - - - - - - o 4'9" ------------ ------------- PAVER DECKING J lJRND0,,,,,'N 37*4 STUCCO FACE EXPOSED 'S G I LO VAC PORT oLo SCREEN DOOR -------- nn ---------- LL PAVER DECKING i ------- ----- --------------- r� Q r`---------------------------- 7 NEW SCREEN PANEL EXISTING DECK V wcr� Akc (TOP w/ PAVERS) A/C STUCCO FACE EXPOSED D0v',,'rq BEAM PLUMBING TRUNK —SCREEN DOOR INTERMATIC TIMER --4--and LIGHT SWITCH (0, RACK) QUIPMENT PAD 2' x 3' ELEC SUPPLY PLUMBING SPECS L POOL SPECS L DE�K SPECS� PERIMETER: 68' TYPE/COLOR: See Selections Sheet COPING TYPE: BRICK CIRC PUMP: Superflo VS CONTROL PANEL: TIME CLOCK RETURN: 50' SKIMMER: 12' AREA: 252 sqft SCREEN MESH: STANDARD "A" TYPE: STANDARD PAVERS PUMP#2: N/A REMOTE: (1) LIGHT SWITCH SPA: N/A Common Return: N/A DIMENSIONS: 23' x 11' WALL HEIGHT (LF): 10' "A" AREA: 427 sqft PUMP N/A SANITIZER: IN -LINE — FEATURE A: N/A WALL LENGTH (LF): 80' 'B" TYPE: N/A FILTER: Cartridge CC 150 AIR TYPE: N/A FEATURE B: N/A GALLONS: 7,393 ROOF AREA (SF): 766sqft "B"AREA: N/A HEATER: N/A FILL LINE: N/A FEATURE C: N/A TURNOVER: 1.30 FIRS @ 95 GPM GUTTER SIZE: 5" TOP EX. TYPE: STANDARD PAVERS CLEANER: Dedicated Vac Line OTHER: (1) Poo!side Alarm FEATURE D: N/A "' VGB ACT COMPLIANT'- INFINITY WALL N/A TOP EX. AREA: 130 sqft POOL LIGHT: (2) Globrite LED 12v OTHER: N/A PV3 VALVE to ED: N/A ALL SUBMERGED SUCTION OUTLETS ARE ALUMINUM ROOF: N/A EQUIPPED wl DUAL DRAIN COVERS and/or FOOTER: N/A SPA LIGHT: N/A OTHER: N/A PV3 VALVE to POOL: N/A SINGLE UNBLOCKASLE DRAINS WHICH L x W: N/A POST QTY: N/A ARE FAN BEAM: N/A TEAR OUT: N/A TURN DOWM 74'@ 12" OTHER _N/A OTHER: N/A ELEC: 50' GAS: N/A HERNANDEZ (Luis) PAGE 1 of 2 SCALE: 1/8' = 1'-0" [::::::�P�LANREV�ISION ORIGINAL ,,"y'VITH PREVAJUNC SHALL COINIPI I ALLV40"4y' , - ­%j^ C-PODECS H en-r-,mr, CODE, NATIONAL M'Xw ",1 -0 , '6 I NO �H-6' ,-p )zNANICECS AV SC, op Cody Pools APPROVAL��� I (owner/s) have reviewed and approve this plan as correct within reasonable tolerance, i understand that any changes to shape or location may reault in delay of project and additional cost. • OPTIONAL 12V LIGHT W/ TRANS, ' BRASS OR PVC (SEE TES) NO LIMITATION TO SHAPE EXCEPT FOR DIVING -OUT OR LADDER ENTRY REQUI REQUIRED (GR/ 8 Ctl) (SEE NOTES) WHERE DEPTH OVER REMEREZEMM 2'-9" MIN EXCEPT FOR Si NG ENTRIES. 4'=0' MAX WA EXCEP & FLOATS INSTALLED 1F LESS THAN 4'-•6" 3 MAX. 1 om IBM MR SKIMMER REQUIRED FOR SPA WITH INDEPENDENT FILTRATION SYSTEM LINE —MAIN DRAIN REQUIRE (TAMPER PROOF/SEE NOTES) —LIGHTING & BONDING SAME AS POOL —NO LIMITATION SHAPE GENERAL SPA PLAID SAMPLE LY EACH APPLICA71ON FOR PERMIT SHALL BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft. DETERM94E SYSTEM FLOW RATE. MINOAUM FLOW RATE REQUIRED: 35gal)Vm. SKIMMER (REQUIRED: I Skimmer per BOW) POOL VOLUME. 500 Sq. Ft, x 4 Ave, Depth x 7.481 gal/ef 15.000 Gallons TURNOVER TIME IN H Hwrs x 60 Min/Hr 360 Minutes FLOW RATE. 15,000 Gallons / 360 Minutes - 42 qpfn EEL2Zt&_QiffiT IMAX M1 1 35 GPM 65 GPM POOL SECTION DETAIL 2 99 147 N.T.S. 135 230 4" 235 396 S82836, 6-20-07 FOR BONDING & GROUNDING SYSTEMS FOR SWIMMING POOLS; THE FOR POOLS ITN VOLUME 15,000 GALS USE 4F AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG, BARE D COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4" TO PUMP PENTAIR WHISPERFLO J HP 6" BELOW SUBGRADE. & 16" TO 24" FROM INSIDE WALL OF A OR INTELLIFLO VS. SWIMMING POOL OR SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE NO RATE 6 HOURS 360 MINS. OR EQUIVALENT TO COMPLIANCE WITH &680.26(e) OF THE NATIONAL ELECTRICAL CODE. VARIABLE OR DUAL SPEED PUMPS ARE REQUIRE IF THE PUMP EXCEEDS T HP. PAVED OR 4" DECK DECK FINISH PLUM81NG GALL BE DES" FOR THE MAX. 2500 psi (MIN,) CONC. PER CONTRACT FLOW OF PUMP. REFER TO TON / FIBER MESH (NON -SLIP) CALCULATIONS VARIABLE OR DUAL SPEED DESIGNS. POOL FINISH TER. STARTRITE PTM O, 50 CFM OR PER COfIT ACT HAYWARD C751, 75 GPM CAPACITY 8"x8$ FOOTING MAIN DRAIM WATERWAY 640-13OXV W/ (2) #3 BARS BEAM & "71 BAR OPTIONAL CLEANER. HAYWARD VAC LOC VENT SCREEN: WATERWAY 640-29DOXV OR (I) 5 BAR CITE OR EXPOSED MAIN SUCTION PIPE SIZE 2" 6" MIN. WALL & FLOOR THICKNESS. 35CO psi (MIN.) AGGREGATE CONC. #3 BARS ON 12° CENTERS EITHER WAY, TIE ALI SKIMMER SUCTION PIPE SZE 2" WIERSECTIONS 1 " MINOVERLAP. 2" MIN, COVERAGE ON STEEL W/ CONC, TO ASTM A15.A16, ASTM A30-5 CLEANER/VAC PIPE SIZE 1-1/2" (Structural subject to suitable soil conditions) RETURN SUCTION E SIZE 1-1/2- POOL/SPA, DECK, BEA , WALL, FLOOR WIS. No VENT DETAIL N.T.S. MAIN DRAINS AS OF' 12--1 08 ANSI/ASME A112,19.8-2007 e.m. MIN. GRATE OPEN FOR VELOCITY 6'/SEC _T CLEANER LINE , 11=11M EQUIPMENT LOCATION a OPERATED—MAMMUM WATER DEPTH 4�, Moximurn SEAT DEPTH 28", MAX —FLOOR SLOPE 102 —STEP& MIN. TREAD 10' X 12', 7" MIN, RISER, WMAX. RISER EXCEPT THE BOTTOM STEP MAY BE 14' IF IT IS THE SEAT. INTERMEDIATE TREADS AND RISERS TO BE UNIFORM, IF THE SPA IS SHALL HAVE A SIX HOUR. TURNOVER, IF CONTINUOUS A ONE HOUR —MA)UMUM TEMPERATURE 104 DEGREES. —MEET ANSIJNSPI ARTICLE XW, SAFETY INSTRUCAON/SAFETY SIGNS, —PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. i 2810 NORTH 10TH STREET 0 4i7 z LL Ls1 �RF L'J Y DWI) ,! G C D@f, z . E, ( ?HUU `-,,, ,..J < z C1'I I ACCORDANCE WITH: ROIJINLDING CODE, EXISTING & PROPOSED LAYOUTS & SECTIONS; DEMOLITION LAYOUT and RICHARD LEON CANNYN P.E. P.E. # 6594 AS SHOWN Ter x e x Lc TO H£ cKcno 91%bE N.T.S. 95% COMPACTED FILL MATERIAL 1— # 3 BAR CONCRETE CONTINUOUS POOL DECK I O Z I- 1—# 3 BAR VERTICALLY FINISH GRADE AT 30" O.C. 2—#3BARS CONTINUOUS MAX. SLOPE WITHIN 5' OF FTG. (SEE NOTE BELOW) NOTE: IF THE SUBSTRE THE FOOTING IS SUBST LIMESTONE, THE MAXIMUM SLOPE DISTANCE CAN BE REDUCED TO 12" u- L#4 ® 12" o� - 9 VERTICAL REINFORCED #4 12 HEIGHT OF WALL (MIN) --j STEM WALL CORNER R,/C DETAIL N.T.S. PAVER DECK COMPACTED MATERIAL COMPACTED SUBGRADE 8"x8"xi6" UR—O—WALL EACH TWO CMU BLOCK LINES (TYP,) CMU WALL Q #4; 10078"x8"x16" FILL CELLS CMU WALL PAVER DECK SHORT RETAINING WALL DETAIL N.T.S. WALL SECTION N.T.S. 5 VERTICAL EE TABLE OR SPACING 5 HORIZONTAL EE TABLE OR SPACING 3�1 5 LATERALS @ 24" /C FOR WALLS 4'-0- R LESS B" C/C FOR WALLS '-1" TO 8'-0" CMU BLOCK WALL CORNER DETAIL N.T.S. A CONCRETEOUTLINES M�mm � c e NOTES: TIE ALL STEEL TOGETHER (WALL & FTG.) LAP ALL STEEL 27" MIN, ALL CONCRETE SHALL BE 3,000 P.S.1 MIN. ALL REBARS SHALL BE GRADE 40. STRUCTURAL NOTES: 1. BEFORE STARTING CONSTRUCTION, THE CONTRACTOR NEEDS TO VERIFY THE EXISTING CONDITION & DIMENSIONS. 2. ALL VERTICAL, HORIZONTAL OR DIAGONAL MEMBERS SHALL BE CONNECTED USING STRAP CONNECTORS. 3. ALL CONCRETE WORK SHOULD COMPLY WITH ACI 301, ACI 318, ACI 315 LATEST EDITION 4. THE REINFORCING STEEL SHALL BE GRADE 60, ASTM A-615 5. THE CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI & W/C = 0.55 FOR 28 DAYS FOR REINFORCE CONCRETE STEM WALLS 6. THE CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI & W/C = 0.55 FOR 28 DAYS FOR REINFORCE CONCRETE MASONRY WALLS 7. CONCRETE MASONRY BLOCKS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C90. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ASTM C270. FILL ALL MASONRY CELLS WITH CONCRETE. B. CONSTRUCTION JOINTS SHALL BE SPACED NO GREATER THAN 20' O.C. 9. ALL JOINT REINFORCEMENT, TIES & OTHER ACCESSORIES SHALL BE RESISTANT TO CORROSION. 10. WHERE SOIL UNDER FOOTING CONSIST OF SOFT MATERIAL, PLACE 4" TO 6" OF CRUSHED STONE OR GRAVEL. PLAN FO STEP FOOTING DETAIL el' PREMOLDED JOINT WALL FILLER EINFORCEMENT X/3 jc �1 VOLCLAY WATER STOP 2810 NORTH 10TH STREET TAMPA, FL 33605 Office: (813) 616-3301 Mobile (970) 703-3284 Leo@Ber) ProjectEngineering.com DESCRIPTION EXISTING & PROPOSED LAYOUTS & SECTIONS; DEMOLITION LAYOUT and NOTES 2 ,) fj j91 SCALE DRAVANG No. AS —SHOWN PROJECT N. DRAFTER: k-DESIGNER:W t REVIEWER: LC TO BE CHECKED BY:LC DATE SHEET No. 10/19/2021 2/3 RESIDENTIAL SWIMMING POOL, SPA, AND/OR HOT TUB SAFETY ACT NOTICE OF REQUIREMENTS I (We) acknowledge that ew�fwimming8o, a, or hot tub will constructed or installed at (please print street K a constr JA address) wM4!� kS and hereby affirm that one of the following methods will be used to meet the requirements of Filo rida Statutes (F.S.) 515: PI ti I the method(s) to be used for your pool. �The pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of a F.S. 515.29. The pool will be equipped with an approved, safety -pool cover that complies with ASTM F1346-91 (Standard Performance Specifications for Safety Covers for Swimming Pools, Spas, and Hot Tubs). All doors and windows providing direct access from the home to the pool and located within the enclosure/fence required by the Pasco County Land Development Code (LDC), Section 530.4(D), will be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at ten feet. All doors providing direct access from the home to the pool and located within the enclosure/fence required by the Pasco Count, LDC, Section 511.4(D), will be equipped with self -closing, self -latching devices with release mechanisms placed no lower than 54 inches above the floor or deck. In addition to the enclosure/fence required by the Pasco County LDC, Section 530.4 (D), a swimming pool alarm that, when placed in a pool, sounds an alarm upon detection of an accidental or unauthorized entrance into the water. Such pool alarm must meet and be independently certified to ASTM Standard F2208, titled "Standard Safety Specification for Residential Pool Alarms," which includes surface motion, pressure, sonar, laser, and infrared alarms. For purposes of this paragraph, the term "swimming pool alarm" does not include any swimming protection alarm device designed for individual use, such as an alarm attached to a child that sounds when the child exceeds a certain distance or becomes submerged in water. I UNDERSTAND AND AGREE THAT NOT HAVING AT LEAST ONE OF THE ABOVE INSTALLED AT THE TIME OF FINAL INSPECTION OR WHEN THE POOL IS COMPLETED FOR CONTRACT PURPOSES WILL CONSTITUTE A VIOLATION OF F.S. 515, AND WILL BE CONSIDERED AS COMMITTING A MISDEMEANOR OF THE SECOND DEGREE, PUNISHABLE BY FINES UP TO $500.00 AND/OR UP TO 60 DAYS IN JAIL AS ESTABLISHED IN F.S. 775. R4501.17.1 A 0: Where an aboveground pool structure is used as a barrier or where the barrier is mounted on top of the pool structure and the means of access is a ladder or steps, the ladder or steps shall either be capable of being secure, locked, or removed to prevent access, or the ladder or steps shall be surrounded by a barrier which meets the requirements of R4501.17.1.1 through R4501.17.19 and R4501.17.12 through R4501.17.14. When the ladder or steps are secured, locked, or removed, any opening created shall not allow the passage of a four -inch diameter sphere. I FURTHER UNDERSTAND AND AGREE THAT THE OWNER AND/OR CONTRACTOR WILL COMPLY WITH THE FOLLOWING REGULATIONS CONCERNING SWIMMING POOL, SPA, AND/OR HOT TUB ENCLOSURES IMMEDIATELY UPON COMPLETION OF THE SWIMMING POOL, SPA, OR HOT TUB, IN COMPLIANCE WITH THE PASCO COUNTY LDC, SECTION 530.4(D): 1 Construct around the swimming pool, spa, or hot tub a MINIMUM FOUR -FOOT -HIGH FENCE with self -closing, self -latching gates. The fence must not have any gaps, openings, indentations, protrusions, or structural components that could allow a young child to crawl under, squeeze through, or climb over the fence. Gates must open outward, away from the pool area. The releasing mechanism of the latching device must be located on the pool side of the gate and so placed that it cannot be reached by a young child over the top or through any opening or gap. No opening in the fence may be large enough to admit a four -inch sphere. 2. Construct a screen enclosure around the swimming pool, spa, or hot tub with self -closing, self -latching, screen doors. Latches on exterior, screen doors must be a minimum of 54 inches from the exterior access standing surface. All screen enclosures require Building Permits. 3. Provide and utilize an approved, safety, swimming pool, spa, or hot tub cover that complies with ASTM F1 346-91 (Standard Performance Specifications for Safety Covers for Swimming Pools, Spas, and Hot Tubs). Such cover must be capable of being securely fastened over the swimming pool, spa, or hot tub when not in use. I FURTHER UNDERSTAND AND AGREE THAT one of the enclosures described above will be completed prior to final inspection of the pool, spa, or hot tub, ADDITIONALLY, I FURTHER UNDERSTAND AND AGREE THAT the owner will require his/her pool contractor and his/her screen -enclosure contractor (if applicable) to request and successfully pass a final inspection immediately following the completion/installation of the swimming pool, spa, or hot tub. IF THE SIGNATURE of the contractor acting as agent for the owner appears below, the contractor promises in good faith to make the owner aware of the above -described requirements and penalties before commencing construction. public/dv/poolreq Page 1 of 3 SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF 2 ..A J T NOTARY PUB IC PLEASE TYPE OR PRINT NAME ABOVE � SPRY PUB � E M M A A. K L 0 S I C K I tea° Notary Public -State of Florida *= Commission # GG 324783 9rFof,Qe°, My Commission Expires April 17, 2023 public/dv/poolreq Page 2 of 3 ANSI/APSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: Hernandez (Luis) CONTRACTOR NAME Challenger Pools AND ADDRESS - AND ADDRESS: 6450 Bradford Woods Drive 6846 N. Dale Mabry Zephyrhills, FL 33542 Tampa,Fla. 33614 OWNER: Hernandez (Luis) CONTRACTOR PHONE: (813) 886-9119 1 DATE: 10/21/2021 This information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals (APSP). It is not part of the American National Standard ANSI/APSP/ICC-15a 2011 but is included for information only. Contractors should acquire and comply with the ANSI/APSP/ICC-15a 2011 standard which can be purchased at www.apsp.org. a. Gallons: 7,351 ; or b. Calculated Gallons: 252 (surface area) X 3.9 (average depth) X 7.48 (_qo)1ftA3) = 7,351 2. §5.2.1: Calculated filtration flow rate (Pool volume -.- 360 or 36a ' am whichever is larger) 3. §5.5.1: Pipe sizing: a. Minimum suction pipe diameter (Enter the smallest pipe size from Table I with a 6fps flow capacity the some or more than item 2.) b. Minimum suction branch pipe diameter (Calculate: Item 2. 36 (gpm) -.' Branch Pipes 1 (quantity) = branch flow rate 16 (gpm). Enter the smallest pipe size from Table 1 with a 6fps flow capacity the some or more than the calculated suction branch flow rate.) c. Minimum return pipe diameter (Enter the smallest pipe size from Table 1 with a 8fps flow capacity the same or more than item 2.) d. Minimum return branch pipe diameter (Calculate: Item 2. 36 (gpm) . Branch Pipes 1 (quantity) = branch flow rote 36 (gpm). Enter the smallest pipe size from Table 1 with a 8fps flow capacity the same or more than the calculated return branch flow rate.) 4. §5.4.1: Filter type and size: a. Filter type: (Cartridge, DE, Sand) b. Minimum filter area (Calculate: item 2. 36 (gpm) + filter factor 0375 (gpMlftA2)) filter factors: Cartridge=0.375, Sand=15, Diatomaceous Earth=2 5. §5.4.2: Backwash valve: ZLYes, E]No? (When using a backwash valve, enter result of item 3c or 2 inches whichever is larger) Table 1 1 Pips Size: Nominal GPM @ 6 fps 1.5 38I-ET50 2 2.5 3 138 1� 5 185 47 238 5 374 61 540 Nominal GPM @ 8 fps_ 51 1 84 1 119 184 1 247 1 317 499 1 720 6. Single -speed pump selection (when used): §5.1.1, 5.3.1: For single -speed pumps with a total horsepower 0.99 or less, find and enter a compliant pump from the Pool Pump Database. a. Pump model b. Total horsepower 7. Multi -speed pump selection (when used): §5.3.2.1: Pools 17,000 gallons or less, select pump* from the dotabose with a Curve -A gpm flow equal to item 2orless. §5.3.2.2: PoolsJ7,001 gallons or more, select pump* from the database with a Curve-C gpm flow equal to item or less. *Multi -speed pumps must have one speed listed that satisfies this requirement. a. Pump model b. Pump flow (§5.3.2.1, 5.3.2.2:Applicable Curve orCgpm flow listed in database) 1. 7,351 gallons 2. 36 gpm 3a. 1.5 inches 3b. 1.5 inches 3c. 1.5 inches 3d. 1.5 inches 4a. Cartridge 5. 2 inches (When used) I 6a. pentairsuperFlo VS 6b. 1,5 1 D" 7a. PentairSuperFlo VS 7b. 29 gpm 3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 1 of Component Section Requirements Check 4.4.1.1 Heater has no pilot light 4.4.1.2 Readily accessible on -off switch mounted outside of the heater Heaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, 4.3.1.3 or for pool with 60% of documented pool heating from on -site solar or recovered energy. 4.3.2 Heater efficiency: gasJoil fired heater efficiency at least 78%, heat pump COP at least 4.0 5.1.1 Pool filter pump listed in database 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi -speed Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for servicing. Pool systems 5.3.4 Single -speed pump controller capable of operating pump during off-peak electric demand. 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. System installed with solar, or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or Z built-up connections, or dedicated pipe to and from the pool. 5.6 Directional inlets for mixing pool water. IZI 3/17/15 ANSI/APSP/ICC- 15 Standard writing Committee Form 2 of 2 STEP 1 POOL SPECIFICATIONS STEP 3 OF 3: TDH CALCULATION IPool Specifications I I TDH CALCULATOR STEP 2 SELECT EQUIPMENT Pool Volume (gallons) 7351.00 gallons Turn Over (hours): 6.00 hours Filtration Flow Rate: 3&00 GPM Results; Your TDH Calculation eT-) rool, - Suction Lift: Maximum Flow Rate STEP 3 TDH CALCULATION 1.50 it 90.00 GPM Flow Rate 90.00 GAL/MIN Max Flow Rate at Max RPM: 94.79 GAL/MIN Head Loss 24.79 FT Head Loss at Max Flow Rate at Max RPM; 27.83 FT REQUIRED MINIMUM PIPE SIZE Intel Piping: 2.5 Discharge Piping: 2.5 PUMP RPM Flow Rate at Selected Pump RPM: 94.79 Pump RPM: 3450 Head Loss at Selected Pump RPM: 27.83 SYSTEM HEAD PRESSURE CURVE BY PUMP SELECTION W a A a 0 10.. 20 30 40 50.... 50.. 70.. BO 40 100 Volumetric Flom Rate (GPM) Clean System Curve — Pump Curve M Desired Operation Point - Clean System A Pump Operation Point PRIVACY NOTICE I TERMS OF USE I ©2008 - 2021 PENTAIR INC. ALL RIGHTS RESERVEM Any information regarding the Pentair Partners incentive Program mentioned on this website se-,. merely lntormative purpose. None of this information is binding on Pentair International S.a.r.t, or its affiliates, nor can it be used as a ground for any kind of claim against Pentairor its affiliates in relation to the Pentair Partners incentive Program, which is subject to conditions that will be communicated to a candidate participant upon registration on this wsbsito. INSTR#2021262874ORBK10501 PG1065 Page 1 of 1 12/07/2021 02:11 PM Rcpt: 2387859 Rao: 10,00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq, Pasco County Clerk & Comptroller -S-0 �emnit No. Parcel NOTICE OF COMMENCEM T $tat# of county Of entwIll be made to certain propi lance 1 Florida $to as. ,rwf: uuDERSIGNEO hereby 9NOS nOtim thst Ir"PrOvern In a Nib 111M, information or I" information if the Lessee Contracted for the improvement: State Address Intwest In Property. — Nala—II&MR) T Nam of Fee Simple Titleholder, above) — -------------- city state Address rc ContraMr Ime city /Address V contractor's TeIaphqne_N0-: Address --------- — Amount of Bond: Lander. Name Address Lqndaes Telephone No- city state Telephone No.: Stele------------------ City within the State of Florida designated -by the owner upon whom notice$ or other documents may be served as provided by 713.13( Florida Ststut*4: 1, \1 — Memo city Stator Ic Address elepbons Number of Designated Pe": of= to himself, the owner designates ddition or Florida Statutes. the Lime$ Notice as provided In $action 713.13(l)(b), phone Number of Person or FoUty Designated by Owner plaillon of consiruction and final payment to the A, data of Notice of CommOncernam (the expiration date may not be before the own tractor, but will be one yew from the date of moonling unless a different date Is SPOCif,ad): noN OF THE NO'nCE OF COMMENCEMENT A AND CAN IER ANY PAYMENTS MADE By THE OWNER AFTER THE EXPIRA' 'I "IN �To—O.M� IRADOnDOM PAYMENTS UNDER CHAPTER713. '. .13. FT MUST BE I" RECQKtJtu Ar' r'" COMMENCING WORK OR RECORVINU YVVR -VI-- WITH YOUR LENDER OR AN ATTORNEY BEFORE e In am true to the best Under penalty of ry, I declare that I have read the foregoing notice of cwommanctment and that the facts stated the am 'rede 1 0 of my knowledge =beflef. STATE OF FLORIDA X 0 uh_i-d VQ wre as COUNTY OF PASCO Owns s sea or Less Auth Sig a or rtno~890T slonews -nueloince, The foregoing instrument was acknowledged before me this I&A" OfSe4_ 2a by (type Of authority, 0'9-� officer, trustee, &away fact} Tor ae au��*Ow�mca"= 7y "'70' — ;(n_aMqq�"r1nbeWofwhom11n e�nt was re Personally Known 0 9B Pro Identification. tf Notary Signature Type of Identification Produced Name (Point} EMMA A. KLOSICKI tary PubliC-Slate of Florida Commission # GG 324783 My Commission Expires April 17, 2023 v,pdata/bcs/notk,A"mmenc-enwt_pW5W48 813-780-0020 City of Zephyrhills Permit Application Fax-818-780-0021 Building Department 9i�rac 'arm st ail as JIlrpi Fee Simple Titleholder Address SUBDIVISION AWJ WORK PROPOSED F7r NEVVCONSTRF_� INSTALL PROPOSED TYPE OF CONSTRUCTION f M� LOT # PARCEL ID# {OBTAINED FROM PROPERTY TAX NOTICE) ADD/ALT REPAIR COMM FRAME L�_J SIGN = DEMOLISH OTHER STEEL DESCRIPTION OF WORK 0 J BUILDING SIZE C SO FOOTAGE HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER J % FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO I� �"° Address License # ELECTRICIAN a%^'" COMPANY I fa SIGNATURE '"" -�—�— REGISTERED / N FEE CURREN .,. a �.., _. _.. M...... _..... �. �.„_.... _. Address 4UL7° License #�� PLUMBER _ `COMPANY SIGNATURE EGISTERED MIE11ZIN Address License # �T MECHANICAL COMPANY _ SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address I License # �m OTHER COMPANY SIGNATURE REGISTERED L_LLN_J FEE CURREN Y ! N Address License #T 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 Plans. *° PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2600, a Notice of Commencement is required. (AIC upgrades over $7600) ** 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