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HomeMy WebLinkAbout19-21258 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21258 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL PERMIT INFORMATION LOCATION INFORMATION Permit#:21258 Issued: 5/17/2019 Address: 6341 COBBLE BLISS ST Permit Type: NEW SINGLE FAMILY DWELLING ZEPHYRHILLS, FL. Class of Work: 101-NEW CONST/SFR Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est.Value: Book: Page: Cost: 340,315.65 Total Fees: 15,452.69 Subdivision: SILVERADO Amount Paid: 15,452.69 Date Paid: 5/17/2019 Parcel Number: 04-26-21-0110-00900-0030 CONTRACTOR INFORMATION OWNER INFORMATION Name: LENNAR HOMES LLC Name: LENNAR HOME LLC Addr: 4600 W. CYPRESS ST STE 200 Address: 4600 W. CYPRESS ST STE 200 TAMPA, FL. 33607 TAMPA, FL 33607 Phone: (813)574-5743 Lic: Phone: 813-574-5700 Work Desc: CONSTRUCT SINGLE FAMILY 3,021 SQ FT APPLICATION FEES PLUMBING FEE 261.75 ELECTRICAL FEE 392.63 MECHANICAL FEE 183.23 SCHOOL IMPACT FEE-sfr/1% 77.28 SCHOOL IMPACT FEE-sfr/100% 7,728.00 TRAFFIC IMPACT FEE 99% 3,595.68 TRAFFIC IMPACT FEE 1% 36.32 BUILDING FEE 1,854.89 POLICE IMPACT FEE 254.00 FIRE IMPACT FEE 273.00 PUBLIC SAFETY 5% 26.35 PARK FEES SF 769.56 .�%&VJ45�_ � l Ins ectio a uired FOOTER 2ND ROUGH PLUMB MI INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 such subsequent reinspection.REINSPECTION FEES: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "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 and 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. CONT S SIG RE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received a Phone-Contact for Permitting 813 363 - 2891 1 1 1 1 1 1 1 1 1 1 1 1 1 Owner's Name Lennar Homes,LLC Owner Phone Number 813.574.5700 Owner's Address 4600 W.Cypress St.Ste.200,Tampa,FL 33607 Owner Phone Number i Fee Simple Titleholder Name I N/A Owner Phone Number Fee Simple Titleholder Address N/A JOB ADDRESS 6341 Cobble Bliss Street LOT# 0030 SUBDIVISION Silverado Ranch Subdivision Ph 6,6,9A PARCEL ID# 04-26-21-01 10-00900-0030 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED II■/ II NEW CONSTR e ADD/ALT 0 SIGN Q DEMOLISH INSTALL REPAIR PROPOSED USE SFR 0 COMM = OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK Single Family Residence/Pool/Screen Enclosure/Fence BUILDING SIZE I U/R SF 3021 SQ FOOTAGE 2278 HEIGHT 1 Story ✓ BUILDING $ 3k-I i VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE ® PROGRESS ENERGY E::] W.R.E.C. PLUMBING $ MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING 0 SPECIALTY OTHER �I FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES DO t t t t t t 1 t t t t� I_li--t--its•' . BUILDER COMPANY Lennar Homes,LLC SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address 4600 W.Cypress St.Ste 00,Tampa,FL 33607 License# I CGC1518166 ELECTRICIAN COMPANY Edmonson Electric, Inc. SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address 1034 Skipper Road, Ta pa, FL 43V3 License# I EC13005408 PLUMBER COMPANY Bayonet Plumbing, Heating &AC, Inc SIGNATURE REGISTERED Y/ N I FEE CURREN Address P.O. Box 5308, Bayonet, A 346 -5308 License# CFC042998 MECHANICAL COMPANY Bayonet Plumbing, Heating & AC, Inc SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address P.O. Box 5308, Bayonet, 3 74-5308 License# I CAC058062 OTHER COMPANY =Sterring Quality Roofing, Inc SIGNATURE REGISTERED Y/ N FEE CURREN Address 4211'Shoal Line Blvd, Spri g Hill, FL 34607 License# CCCO57991 ttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttt 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. Ell 4-6 ■ Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) ** Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE QF DEED RESTRICTIONS: The undersigned understandothedthiopermitnnaybeoubjectho"dead" reathntonu^ which may be more restrictive than County regulations. The undersigned assumes responsibility for oomp|iko*with any applicable deed restrictions. ^ UNLICENSED CONTRACTORS AND CONTRACTOR REGPQ0G[B1U7]ES: /f 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 |aw, both the owner and contractor may be Cited for misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthennore, if the owner has hired a contractor or nontnantoro, 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 bean indication that haim not properly licensed and is not entitled topermitting 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 bui/dingo. or expansion of existing bui|dinga, as specified in Pasco County Ordinance numberGQ'07 and 9O'O7' aoamended. 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 o "certificate of occupancy" or final power ra|amna. 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, asmnnanded): |f valuation of work io $2.50O.DOor more, ! certify that |, the app|icaot, have been provided with o copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department ofAgrinu|tura 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 itto the"owner" prior tocommencement. 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 mode to obtain o permit to do work and installation as indicated. i certify that no work or installation has commenced prior to issuance of permit and that all work will be performed to meet standards of all laws regulating conntrumtion. County and City codeo, zoning regulations, and land development regulations in the jurisdiction. | also certify that | 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 ofEnvironmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. ' Southwest Florida Water Management District-Wells, Cypress Bayhaodo. Wetland /\neao. Altering Watercourses. ' Army Corps of Engineers-Seawalls, Dnoka. Navigable Waterways. ' Department of Health & Rehabilitative Sem|oeu/Environmental Health Unit-VVo||n, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement, - Federal Aviation Authority^Flunwoya. | understand that the following restrictions apply tn the use mffill: ' Use uf fill io 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 m "compensating volume" will be submitted at time of permitting which is pnoponad by a professional engineer licensed bv the State ofFlorida. ' If the fill material is to be used in Flood Zone "A" in connection with e pannd±ed building using stem vvoU 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, | certify that use of such 5U 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 ieao 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. | understand that separate permit may be required for electrical work, p\umb|ng, e|gna, weUo, poo\o, air oonditioning, gao, 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, orif 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 o period not to exceed ninety (SO) 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 IN0-YOUR PAYING TWICE FOR IMPROVEMENTS-TO YOUR PROPERTY. IF YOU I T&N FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR 90TICE OF CoMMENCEMENT. FLORIDA JURAT(F.S.11 A & /I . OWNER OR AGENT I CONTRACTOR (Jill ��o is/are personally known to me or4iasft��� Who is/are personally known to me or I-a—have predueed as identification. as identification. Notary Public Notary Public Commission No. FF98537 Commission No. PF98537 BliouM.Holleran EliouM.Holleran SKETCH ONLY SEC. 04 TWP. 26 S, RNG. 21 E. PLOT PLAN NOT A BOUNDARY SURVEY BEARING BASIS: --- LOT 3, BLOCK q, SILVERADO RANCH SUBDIVISION PHASE 5A WEST BOUNDARY OF SUBJECT PLAT BEING N 36*42*29" E PASCO COUNTY, FLORIDA. DO NOT SCALE THIS PRINT. DIMENSIONS AND NNOTES TAKE PREFERENCE. PRELIMINARY DRAWING: ALL DATA SHOWN HEREON BASED ON THE THIS PLAN IS FOR PERMITTING PURPOSES ENGINEERING PLANS OF HAMILTON ENGINEERING AND ONLY, NOT FOR CONSTRUCTION. VERIFY 0 ALL DIMENSIONS BEFORE ANY CONSTRUCTION. SURVEYING, INC., PROVIDED BY LENNAR HOMES. LEGEND: 10' UTILITY EASEMENT —NAA,— PROPOSED DRAINAGE FLOW (00.00) PROPOSED GRADE E-00.00 EXISTING GRADE U) NOTES: t LOT GRADING TYPE = B PROPOSED PAD ELEVATION 105.5' FRONT SET BACK = 20' LOT 17 SIDE SET BACK = 7.5' BLOCK 1 REAR SETBACK = 15' SILVERADO RANCH PHASES 2, 3&4 (PLAT HOOK 73. PACE 59) PLAT BOUNDARY N LOT 4 BLOCK 9 LOT 16 eQ BLOCK 1 SILVERADO RANCH PHASES 2, 3 &4 (PLAT BOOK 73, PAGE 59) /—PC(P) (0 1p 05r TRACT A DRAINAGE AREA SILVERADO RANCH PHASES 2, 3 &4 Q Q (PLAT BOOK 73, PAGE 59) LOT 3 BLOCK 9 (57- ..:00. 0" ,7,> A, J z ON LOT AREA CALCULATIONS '5' LOT FT. LIVING AREA =_20IL—SO, FT. it, ENTRY =-1-26---SQ. FT. GARAGE FT. CA_ COVERED LANAI =_NZ_A___SO. F1 LOT 2 A,, PA'nO =-12 0. FT. BLOCK 9 C POOL AREA =_L! A__SQ� FT. CONC. DRIVE =_�it6—SCI. FT. 'ONC PAD 12 SO. FT. A/C & C PRIVATE SIDEWALK FT. j 49 IMPERVIOUS _% 3682 SQ. FT. SOD FT, OFF LOT AREA CALCULATIONS co RIGHT OF WAY =_l_2_0AC!O_SQ. FT. DRIVE APRON FT. PUBLIC SIDEWALK FT. SOD FT. TOTALS AREA =_AZlL!a__SQ. FT. DRIVEWAY =_!!fL___SQ. FT. SIDEWALK =_!tfL__SQ. FT. SOD FT. PROPOSED: LOWEST FLOOR ELEVATIONS: LIVING AREA: 106.20' DESCRIPTION: GARAGE AREA: ELEVATIONS REFERENCED TO LOT 3, BLOCK 9, MAP OR PLAT ENTITLED "SILVERADO RANCH NORTH AMERICAN VERTICAL SUBDIVISION PHASE 5A", AS RECORDED IN PLAT BOOK 078, PAGES 033 DATUM OF 1988. MEAN SEA THROUGH 037, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT. APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12101C 0288F. 0289F, 0451F & 0452F EFFECTIVE DATE: 9 26/14 Project Number: Isquare Feet: 7542.58 LENNAR HOMES ILEGEND: (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, %= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S= CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P=;EDGE-'dF 6AVEEMENT, ESM'T= EASEMENT, F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE. FIR= FOUND IRON ROD, FN&D="�OUND NAIL 3�DISK.-FPP= FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PEI= PLAT BOOK, PCP= PERMANEN't CONTROCP6INT,_PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SETNAIIL, l'EWPORA RY BENCHMARK, U/P= UTILITY POLE, W/F= WOOD FENCE Drawn By. JOHN R.BEACH&ASSOCIATES,INC. Sms SURVEYORS AND MAPPERS Checked By. t 911 WEST ST. PETERSBURG DRIVE JREI ONE OLDSMAR, FLORIDA 34677 Scale: WAY (813) 854-1276 FAX (813) 855-8370 i"=30, NOT VALID WITHOUT ORIGINAL SIGNATURE jDate: PLOT PLAN 3/29/19 JBS AND THE RAISED SEAL OF A FLORIDA NAT ATE LICENSED SURVEYOR AND MAPPER V6 JOHN R. B CH Revisions: FLORIDA RE . LAND SURVEYOR No. 2984 LB#4493 �IaTLEY __ -PROFESSIONAL SURVEYOR & MAPPER No.7123 ^ 1020 97"� w\. .J r• .�. o `�Q._-* �A4 i� - ,5�� t! ,,,Y / .,. I, '. try X�9.<` 6•� �'. �„• -. .�"J;�. 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J. 01 f'f '�•".g 5� �9 t.9'` �yy,9 '`." 9y a91' ` Lgogiv! ' �9R12 Y'+ �� •� x�Mfg"� „""--,..0 tr,i i!�f Lennar Homes-6341 Cobble Bliss St-3,021 sq ft o um SO. FEET PRICE MAIN OR LIVING: 3,021 $ 112.65 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 340,315.65 FEE SHEET $ 1,745.00 ADDRESS $ 30.00 DRIVEWAY1 $ 45.00 BUILDING: $ 1,854.90 ELECTRICAL: $ 392.63 PLUMBING: $ 261.75 MECHANICAL: $ 183.23 SUB-TOTAL $ 2,692.50 TOTAL $ 2,692.50 SEWER: WATER: IRRIGATION: $ - TOTAL: $ - WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: n/a INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - PUBLIC SAFETY IMPACT FEES POLICE $ 254.00 FIRE $ 273.00 .5% $ 26.35 TOTAL: $ 553.35 SUB-TOTAL $ 3,245.85 PARK IMPACT FEES $ 769.56 SIF'S: $ 7,728.00 100.0% $ 7,728.00 1.0% $ 77.28 TOTAL: $ 7,805.28 T I F'S: $ 3,632.00 99% $ 3,595.68 1% $ 36.32 TOTAL: $ 15,452.69 Lennar Homes-6341 Cobble Bliss St:3,021 sqft Column SQ. FEET PRICE `,() �lf MAIN OR LIVING: 3,021 $ 69.00 U"�' "� OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 208,449.00 FEE SHEET $ 1,085.00 ADDRESS $ 30.00 DRIVEWAY1 $ 45.00 BUILDING: $ 1,181.70 ELECTRICAL: $ 244.13 PLUMBING: $ 162.75 MECHANICAL: $ 113.93 SUB-TOTAL $ 1,702.50 TOTAL $ 1,702.50 SEWER: WATER: IRRIGATION: $ - TOTAL: $ - WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - PUBLIC SAFETY IMPACT FEES POLICE $ 254.00 FIRE $ 273.00 5% $ 26.35 TOTAL: $ 553.35 SUB-TOTAL $ 2,255.85 PARK IMPACT FEES $ 769.56 SIF'S: $ 7,728.00 100.0% $ 7,728.00 1.0% $ 77.28 TOTAL: $ 7,805.28 T I F'S: $ 3,632.00 99% $ 3,595.68 1% $ 36.32 TOTAL: $ 14,462.69 'i ' D r k 1 I Single Family Dwelling Plan Review Comments 1. F.F.E; shall be a ininimum of 8" above the road elevation and an engineered site plan. 2: Lots shall be graded to comply with R401:3 of the F.B.C. 3. Compaction test required if 24" or more of fill dirt is brought in at any one place. 4: Tie in survey required before pouring concrete. 5: Driveways require a R.0M. use permit. All 4 sides of driveway thru the sidewalk shall have expansion material.. 6. All setbacks shall be met. 7. All property markers shall be uncovered_and marked at time of first inspection. 8: All A.D.A. requirements shall be met. 9. No electric,plumbing;mechanical,or framing shall be covered without an inspection.and approval first. . 10: All Garages shall comply with section R302.6 of the F.B.C. (Fire Separation). 1.L Appliances shall not be installed in a location where subject to mechanical damage unless protected by approved barriers. M303.4 of the F.B.0 12. Water heaters shall comply with section P607.3 of the F.B.C. 13. Foundation supports for A/C units shall be raised_ at least'3" above finished grade. M 1308:1 14: Return air in all bedrooms. F.B.C. M1620.4 1.5. Smoke detectors are to be installed in accordance_ with R313.I of the F.B.C. 16:All glazing requirements are to be in accordance with R308.4 of the F.B.C: 17. All means of egress are to be in accordance with R311 of the F.B.C. 18. ``Green gypsum board" shall not be used as a backer in showers or tubs. R702.4.2 F.B.C. 10. Combination-type AFCI breakers are required at all locations requ*m'ng an AFCI type breaker. 20. Carbon monoxide alarms will be required in new construction that uses fossil-burning heating or appliances or an attached garage. They shall be installed in accordance with the F.B.C:' 21. All plumbing,mechanical, and electrical shall be separate from unit to unit. This includes all underground plumbing and electric. 22. All 2016 N.E.C. Codes will be enforced. 23. Tamper- Resistant Receptacles in accordance with 406.11 of the 2016 N.E.0 24. In accordance with the Land Development Code, lots shall be sodded before final at least 10 feet around the structure. 25. R403.5.3Hot water pipe insulation insulation for hot water pipe with a minimum thermal resistance (-R-value) of.R-3 shall be applied to the following: Piping 3j: inch (19.1 mm) and larger in nominal diameter. Piping,serving more than one dwelling unit. Piping located outside the conditioned space:. Piping from the water heater to.a distribution manifold.- Piping located under a floor slab. Buried in piping, Supply and return piping in recirculation systems other than demand recirculation systems. 25.Blower door test shall be provided before C.O. 26.A copy of the energy cacls shall be with t�erndt at all times 27. Copy offinal.insulation report shall be provided ivith permit before final 28. No fence, pool or screen enclosure :is issued with:thispermit. F.F.E.-Finished Floor Elevation F.B.C-.Florida Building Code 6t'Edition R.O.W.-Right of Way A.D.A.-Americans with Disabilities Act N.E.C.-National Electric Code(2016) INsTRa 2019085336 OR BK 9906 PG 3612 Page 1 of 1 SIH 0520/2019 01:54 PM Ropt:2056152 Rea:10.00 DS:0.00 IT:0.00 Paula S.OWK P&D.,Pasco County Crerrz&ComptroiTer Permit No. ParcemNo 0426.21-0110-00900-0030 NOTICE OF COMMENCEMENT stale of Florida County of_ Pasco THE UNDERSIGNED hereby glm notice that improvement Vol be made to certain mal property,and in accordance with Chapter 713,Florida StahRes, the fotiowtng bdormettcn is provided in Brat Notice of Cormmencement 1. Description of Properly.legal SILVERADO RANCH SUBDIVISION PHASE 5A PB 78 PG 33 BLOCK 09 LOT 03 StnretAddrma: 6341 Cobble Bliss Street Zephryhllls FL 33541 2. Germral Description of Improvement Single I'smily Residence/Pool I Screen Enclosure I Fence 3. Owner trdcrm:etlon, Lennar Homes,LLC. Name 4600 W CvDress St.Ste 200 Tampa FL.33607 Address CRY State Interest In Property: Name of Fee Simple TEtfeholde, NIA (If oiterthan owner) Address - sty State 4. Contractor Lennar HDmes.LLC . 4600 We—' oress St,Ste 200 Tampa F1.33607 Address city State Comrectcrs Telephom No.: 813.674.5700 sway:r-.-gg NIA Name Address City Smta Amount of Bond: $ Telephone No.: 8. Lender. N/A Name Address CRY see Lender's Telephone No.: 7. Persons within the Slate of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: _ Leniibr Homes.LLC Name 4600 W Cypress St,Ste 200 Tampa FL 33507 W� city State Tdephoce Number of Designated Person: 813.674.5700 a. In addition to himself,its owner designates NIA of to receive a copy of the Uenofs Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Peron or Entity Designated by Owner: J 9. Erptradon data of Notice of Commencement M one year from the dale of recording unless a d1forent data Is spectged: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMI7Ni'MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF PINELI PINELL AS Signature of Owner or Owner's Aulha tied Ofileer/DkecIcr/PmtnerlpAmsger Vice President SlpnstoNs TItid5O— The foregoing Inaaunenl was acknowledged before me thle g dsy of April eQ6jq Steve Robert Smith as Vice President ((ype off auk°` ,tnrates,attorney In fact)for LBnnsr Homes LLC (nsma of pL rr ofvihran rcrtrumerdwas executed). Polonely Known■Qa Produced Iderdt5rafbn❑ No"S Type of Identification Produced Name(Pubrt) Ellssa Hogeran Veritlea8cn pusuam to Section 92.M,Florida Stahiea. Under penalties of perjury.I dedao 041 have read the fnrapk g and that the facts stated in R are bue to the best of my htmNedge and belief. E11981(kH0t1ElUH Sigf r at Natural Person Signing Above ComUFFlbtlsslT' �a2o�a wpdalobcibcsfonre lrtrshlTMaTrrylkirtsa�ifdp tpl� Parcel ID 04-26-21-0110-00900-0030 (Card: 1 of 1) classification 00000-Vacant Mailing Address Property Value LENNAR HOMES LTC Ag Land $0 4600 W CYPRESS ST STE 200 Land $24,617 TAMPA,FL 33607-4099 Building $0 Extra Features $0 Physical Address 6341 COBBLE BLISS STREET, Just Value $24,617 ZEPHYRHILLS, FL 33541 Assessed (Non-School Amendment 1) $24,617 Legal Description(First 200 characters) See Plat for this Subdivision Non-School Taxable Value $24,617 SILVERADO RANCH SUBDIVISION PHASE 5A PB 78 School District Taxable Value $24,617 PG 033 BLOCK 9 LOT 3 Jurisdiction CITY OF ZEPHYRHILLS Land Detail(Card: 1 of 1) Line jUse Code Description EToning Units Type Price Condition �Value 1 0100V LPl-1 _ SFR PUD 6,000.00 SF j_$4.00 j 1.00 $24,000 2 j 0100V LPI-2 SFR MPUD 1,542.00 �SF $0.40 1.00 $617 Additional Land Information Acres Tax Area FEMA Code Res Code I Col Code Condo Code 0.17 30SI -- j SLUR j SLVR SLVR Building Information (Card: 1 of 1) Unimproved Parcel Extra Features(Card: 1 of 1) Line ,Code (Description Year Units Value No Extra Features Sales History Previous Owner: DUNE FL LAND I SUB LLC Month/Year Book/Page (Type DOR Code Condition Amount 04/2019 j 9906/ 3535 1 Warranty Deed 05 Improved $215,000 05/2017 9535/ 0546 ! Certificate of Title 05 Vacant $0 11/2016 9462/ 0384 Mineral Rights or Royalty Transfer 05 Vacant $0 04/2016 9358/2585 Mineral Rights or Royalty Transfer j 05 Vacant $0 04/2016 9364/0688 Mineral Rights or Royalty Transfer 05 Vacant $0 03/2016 I 9356/ 1223 Mineral Rights or Royalty Transfer 05 Vacant I $0 SKETCH ONLY SEC. 04 TWP. 26 S, RNG. .21 E PjLOT PLAN NOT A BOUNDARY SURVEY BEARING BASIS: LOT 3, BLOCK 9 SILVERADO RANCH SUBDIVISION PHASE 5A WEST BOUNDARY OF SUBJECT PLAT BEING N 3642'29" E PASCO COUNTY, FLORIDA. DO NOT SCALE THIS PRINT. DIMENSIONS AND NN07ES TAKE PREFERENCE. PRELIMINARY DRAWING: ALL DATA SHOWN HEREON BASED ON THE THIS PLAN IS FOR PERMITTING PURPOSES - ENGINEERING PLANS OF HAMILTON ENGINEERING AND ONLY, NOT FOR CONSTRUCTION. VERIFY 0 SURVEYING, INC., PROVIDED BY LENNAR HOMES. ALL DIMENSIONS BEFORE ANY CONSTRUCTION. LEGEND: 10' UTILITY EASEMENT -km.— = PROPOSED DRAINAGE FLOW (00.00) PROPOSED GRADE E-00.00 EXISTING GRADE En T NOTES: LOT GRADING TYPE = B PROPOSED PAD ELEVATION 105.5' FRONT SET BACK = 20' LOT 17 SIDE SET BACK = 7.5' BLOCK 1 REAR SETBACK = 15' SILVERADO RANCH PHASES 2, 3 &4 (PLAT BOOK 73. PAGE 59) PLAT BOUNDARY LOT 4 BLOCK 9 LOT 16 BLOCK 1 SILVERADO RANCH PHASES 2, 3 & 4 ri (PLAT BOOK 73,PAGE 59) /—PC(P) 7 05r ZA TRACT A DRAINAGE AREA SILVERADO RANCH PHASES 2, 3 &4 (PLAT BOOK 73, PAGE 59) LOT 3 A BLOCK 9 A) A:) a !0. .1 0 ry�, O� .7>1 Z,4 zo ON LOT AREA CALCULATIONS LOT =_M42,50—SO. FT. LIVING AREA -22. .0 = 7LfL__sQ, FT. ENTRY =_1ZfL_sQ, FT. GARAGE =_A17 SQ. FT. COVERED LANAI FT. LOT 2 k PATIO =-22 SO. FT. BLOCK 9 POOL AREA =_N7K-__-SQ. FT. CONC. DRIVE =_�!1_6__SQ. FT. A P4C & CONC PAD = 12 —SQ. FT. VATE SIDEWALK ==--SQ, FT. �,ph IMPERVIOUS 49 FT. 7. 4z SOD _28A1___SQ. F 4�' RIGHT OF WAY =_L1_7_0_.C!9L__SQ. FT. OFF LOT AREA CALCULATIONS DRIVE APRON =_25A___SQ. FT. PUBLIC SIDEWALK =_2Z1___M FT. SOD =_A21___SQ. FT. TOTALS AREA =_AZ.11.!iq_SQ. FT. DRIVEWAY =_2!t__SQ. FT. SIDEWALK =_Qt_SQ. FT. SOD =_A!5_6SQ. FT. PROPOSED: LOWEST FLOOR ELEVATIONS: LIVING AREA: 106,20' DESCRIPTION: GARAGE AREA: ELEVATIONS REFERENCED TO LOT 3, BLOCK 9, MAP OR PLAT ENTITLED "SILVERADO RANCH NORTH AMERICAN VERTICAL SUBDIVISION PHASE 5A", AS RECORDED IN PLAT BOOK 078, PAGES 033 DATUM OF 1988, MEAN SEA THROUGH 037, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT. APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12101C 0288F. 0289F. 0451F & 0452F EFFECTIVE DATE: 9/26/14 Pro)ect Numben Square Feet: 7542.58 LENNAR HOMES ILEGEND: I I(C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, q= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S= CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT, F/C= FENCE CORNER, FCM- FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK, U/P= UTILITY POLE, W/F= WOOD FENCE Drawn By. JOHN R.BEACH&ASSOCIATES,INC. SMS SURVEYORS AND MAPPERS Checked By. t 911 WEST ST. PETERSBURG DRIVE JRB ONE OLDSMAR, FLORIDA 34677 WAY (813) 854-1276 FAX (813) 555-8370 Scale: 1 1.._30. NOT VALID WITHOUT ORIGINAL SIGNATURE Date: P OT PLAN 3/29/19 JBS AND THE RAISED SEAL OF A FLORIDA XGNATI!�Rk DATE LICENSED SURVEYOR AND MAPPER JOHN R. B CH RevIsIons: REVISED PER STREET NAME 5/30/19 JBS FLORIDA REN LAND SURVEYOR No. 29134 LB#4493 I I JEFF M._I;iMTLEY %----I4AR0M3SIONAL SURVEYOR & MAPPER No.7123 SKETCH ONLY SEC, 04 TWP. 26 S. RNG. 21 E. PLOT PLAN NOT A BOUNDARY SURVEY BEARING BASIS: LOT 3, BLOCK G SILVERADO RANCH SUBDIVISION PHASE 5A WEST BOUNDARY OF SUBJECT PLAT BEING N 36*4V29" E PASCO COUNTY, FLORIDA. DO NOT SCALE THIS PRINT. DIMENSIONS AND N NOTES TAKE PREFERENCE. PRELIMINARY DRAWING: ALL DATA SHOWN HEREON BASED ON THE THIS PLAN IS FOR PERMITTING PURPOSES ONLY, NOT FOR CONSTRUCTION. VERIFY ENGINEERING PLANS OF HAMILTON ENGINEERING AND ALL DIMENSIONS BEFORE ANY CONSTRUCTION. SURVEYING, INC., PROVIDED BY LENNAR HOMES, II LEGEND: 10' UTILITY EASEMENT —vA,-- = PROPOSED DRAINAGE FLOW (00.00) = PROPOSED GRADE E-00.00 = EXISTING GRADE NOTES: LOT GRADING TYPE = 9 PROPOSED PAD ELEVATION = 105.5' FRONT SET BACK = 20' LOT 17 SIDE SET BACK = 7.5' BLOCK 1 REAR SETBACK = 15' SILVERADO RANCH PHASES 2. 3& 4 (PLAT BOOK 73, PAGE 59) PLAT BOUNDARY 0 LOT 4 BLOCK 9 LOT 16 BLOCK 1 SILVERADO RANCH PHASES 2, 3 & 4 Cb (PLAT BOOK 73,PAGE 59) "'—PC(P) Olt• TRACT A DRAINAGE AREA SILVERADO RANCH PHASES 2, 3&4 f qo 4, (PLAT BOOK 73, PAGE 59) / .1LOT 3 V' BLOCK 9 0 Va.'5d) q .A� 67. 00 ._7>, ON LOT AREA CALCULATIONS LOT =_7_t1LW_sQ. FT. LIVING AREA =_22'LfL__sQ. FT. ENTRY =_1:L6_SQ. FT. GARAGE = 617---SO. FT. COVERED LANAI =_NZA:__SQ. FT. LOT 2 PATIO 22--SO. FT. BLOCK 9 POOL AREA =__h!7T_SQ. FT. /C,) C-2 CONC. DRIVE ---SO. FT. A --SQ. FT. 'CSI PA & CONC PAD 12 '%� Q PRIVATE SIDEWALK FT. -10 / IMPERVIOUS 49 % -..:00' 3682 —SQ. FT. SOD 3 —SQ. FT. OFF LOT AREA CALCULATIONS RIGHT OF WAY FT. DRIVE APRON =_251__SQ. FT. PUBLIC SIDEWALK =_29A.___SQ. FT. SOD FT. TOTALS AREA =—9Z.11kEL_SCI. FT. DRIVEWAY =_!!�__SQ. FT. SIDEWALK FT. SOD = 4356 SQ. FT. PROPOSED: LOWEST FLOOR ELEVATIONS: LIVING AREA: 106.20' DESCRIPTION: GARAGE AREA: LOT 3, BLOCK 9, MAP OR PLAT ENTITLED "SILVERADO RANCH ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL SUBDIVISION PHASE 5A", AS RECORDED IN PLAT BOOK 078, PAGES 033 DATUM OF 1988. MEAN SEA THROUGH 037, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT. APPARENT FLOOD HAZARD ZONE- "X" COMMUNITY PANEL NO. 12101C 0288F, 0289F. 0451F & 0452F EFFECTIVE DATE: 9/26/141 Project Number: Square Feet: 7542.58 f LENNAR HOMES ILEGEND: (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, %= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S= 'S= CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM*T= EASEMENT, F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM- PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK, U/P= UTILITY POLE, WE= WOOD FENCE, Drawn By. JOHN R.BEACH&ASSOCIATES,INC. SMS SURVEYORS AND MAPPERS Checked By. t 911 WEST ST. PETERSBURG DRIVE JRB ONE OLDSMAR, FLORIDA 34677 Scale: WAY (813) 554-1276 FAX (813) 855-8370 11'=301 NOT VALID WITHOUT ORIGINAL SIGNATURE jDate; PLOT PLAN 3/29/19 JBS AND THE RAISED SEAL OF A FLORIDA XGNA DATE I LICENSED SURVEYOR AND MAPPER ie JOHN R. B CH Revisions: REVISED PER STREET NAME 5/30/19 JBS FLORIDA REG LAND SURVEYOR No. 2984 LB#4493 TEFF M._WTLEY -PReMSSIONAL SURVEYOR & MAPPER No.7123 SKETCH ONLY SEC. 04 TWP. 26 S, RNG. 21 E. PLOT PLAN NOT A BOUNDARY SURVEY BEARING BASIS: LOT 3, BLOCK 9 SILVERAD'O RANCH SUBDIVISION PHASE 5A WEST BOUNDARY OF SUBJECT PLAT BEING N 36*42'29" E PASCO COUNTY, FLORIDA. DO NOT SCALE THIS PRINT. DIMENSIONS AND NNOTES TAKE PREFERENCE. PRELIMINARY DRAWING: ALL DATA SHOWN HEREON BASED ON THE THIS PLAN IS FOR PERMITTING PURPOSES ONLY, NOT FOR CONSTRUCTION. VERIFY ENGINEERING PLANS OF HAMILTON ENGINEERING AND ALL DIMENSIONS BEFORE ANY CONSTRUCTION. SURVEYING, INC., PROVIDED BY LENNAR HOMES. II LEGEND: 10' UTILITY EASEMENT --AA,- = PROPOSED DRAINAGE FLOW (00.00) = PROPOSED GRADE < E-00.00 = EXISTING GRADE Ur NOTES: LOT GRADING TYPE = B PROPOSED PAD ELEVATION = 105.5' FRONT SET BACK = 20' LOT 17 SIDE SET BACK = 7.5' BLOCK I REAR SETBACK = 15' SILVERADO RANCH PHASES 2, 3& 4 (PLAT BOOK 73, PAGE 59) PLAT BOUNDARY LOT 4 BLOCK 9 lb LOT 15 BLOCK 1 SILVERADO RANCH PHASES 2, 3&4 Ob (PLAT BOOK 73,PACE 59) "�--PC(P) )D 05r- TRACT A DRAINAGE AREA C, SILVERADO RANCH PHASES 2,3&4 AN ';p , 4" (PLAT BOOK 73, PAGE 59) 0 LOT 3 jz: BLOCK 9 1A ON LOT AREA CALCULATIONS A,, LOT =-M42M—SQ. FT.LIVING AREA =-20EL—sQ. FT. oft ENTRY =-IZ6--SQ. FT. GARAGE = 617 SQ. FT. COVERED LANAI = NZ SQ. FT. LOT 2 k"\ PATIO =-32 —SO. FT. BLOCK 9 POOL AREA ---SO. FT. 4:;11 C- r CONC. DRIVE FT. A/C & CONC PAD 12__SQ. FT. PRIVATE SIDEWALK =-3E---SQ. FT. IMPERVIOUS 49 % FT. SOD --2TLl--SQ. FT. OFF LOT AREA CALCULATIONS RIGHT OF WAY = 1170.00 SO, FT, DRIVE APRON =310::--SQ. FT. PUBLIC SIDEWALK -_125-- SQ, FT. SOD =-1 4 91—SQ. FT. TOTALS AREA =-97-12-!LP—SQ. FT. DRIVEWAY =-216--SQ. FT. SIDEWALK =-116--SQ. FT. SOD 4356 SQ. FT. PROPOSED: LOWEST FLOOR ELEVATIONS: LIVING AREA: 106.20' DESCRIPTION: GARAGE AREA: ELEVATIONS REFERENCED TO LOT 3, BLOCK 9, MAP OR PLAT ENTITLED "SILVERADO RANCH NORTH AMERICAN VERTICAL SUBDIVISION PHASE 5A", AS RECORDED IN PLAT BOOK 078, PAGES 033 DATUM OF 1988. MEAN SEA THROUGH 037, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT. APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12101C 0288F, 0289F, 0451F & 0452F EFFECTIVE DATE: 9/26/141 Project Number: Square Feet: 7542.58 :E LENNAR HOMES ILEGEND: (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, q= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S= CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT, F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVATION, MAS,= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK, U/P= UTILITY POLE, W/F= WOOD FENCE JOHN R.BEACH&ASSOCIATES,INC. 55rown y. SMS SURVEYORS AND MAPPERS Checked t 911 WEST ST. PETERSBURG DRIVE By. ONE OLDSMAR, FLORIDA 34677 -.JRB_ WAY Scale: (813) 854-1276 FAX (813) 855-8370 1.=-30' NOT VALID WITHOUT ORIGINAL SIGNATURE Date: PLOT PLAN 3/29/19 JBS AND THE RAISED SEAL OF A FLORIDA XGNA DATE 8 T"� LICENSED SURVEYOR AND MAPPER -1 JOHN R. 8 CH Revisions: REVISED PER STREET NAME 5/30/19 JBS FLORIDA�REG LAND SURVEYOR No. 2954 LB#4493 LO G J ;M EZFF M. TLEY TL S Sio IONAL SURVEYOR & MAPPER No.7123 PASCO COUNTY BUILDING CONSTRUCTION SERVICES PAS r 8731 Citizens Drive Date:7112/2019 COUNTY FLoRdiDA Suite 230 Orrav SPACfS.VMMNrPfnCBS. New Port Richey,FL 34654 727-847-8126 NOT A PERMIT Receipt#: 1874207 FEE DESCRIPTION ACCOUNT CODE UNITS INVOICE# FEE AMOUNT PAID RECEIPT# DATE Impact Fee Residential Solid 24503100-329010 1.00 1478848 $33.66 $33.66 1874207 7/12/19 Waste Single Family TOTALS: $33.66 $33.66 Receipt# Paid By Check# CC Auth# Cashier ID Workstation Receipt Date Amt Paid 1874207 Check 01257331 EBESS BCCCP58W 07/12/2019 $33.66 Total Payments: $33:66 a or Address Phone LENNAR HOMES LLC TAMPA DIVISION 4600 WEST CYPRESS ST STE 200 TAMPA,FL 33607 Comments:. 6341 COBBLE BLISS ST While you will be paying your bill with Pasco County Building Construction Services,the full amount of the credit card or a-check fees,NOT shown above,Is collected by First Billing payment services. myreports/reports//PASCOPROD/PASCO/ReceiptAA V7.rpt 7/12/2019 Page 1 of 1 1 CITY OF / / / BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION D • NOT REMOVE ADDRESS DATE PERMIT f czwv9 � THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job .will be accepted. r WW/en t5 wtvAci 04 hg,,) n ~U� It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR R -I PE ION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR