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Home My WebLink About07-7113 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 7113 Permit #: 7113 Issued: Permit Type: ALUMINUM Class of Work: ALUMINUM PACKAGE Proposed Use: NOT APPLICABLE Sq. Feet: Est. Value: Cost: 24,083.73 Total Fees: Amount Paid: Address: 37053 NEUKOM AVE L T#348 ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: GRAND HORIZONS Parcel Number: 34-25-21-0180-00000-3480 Name: B & H CONSTRUCTION OF CENTRAL FL. Addr: 4025 MORRIS BRIDGE RD TAMPA FL 33543 Phone: 813782-1064 Lic: Phone: Work Desc: 12X13 SCRN RM, 13X19 SHED, 16X31 CARPORT Name: HAUS, NK NISE Address: 37053 NEUKOM AVE L T#348 ZEPHYRHILLS, FL. 33542 t=: ()CL~ l \1('5/0/ I~ SLAB RAISED SLAB DRIVEWAY FRAME ELECTRICAL ROUGH 1 ST ROUGH PLUMB REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your prope ou intend to obtain financing, consult with your lender or an attorney before recording your noti of com en cement. n CONTRACTORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ~ . '_~'."_"" . .... _ _,,' ..J:._ ._". H'__ . ,_,_,~".",_~_,,,,__,,,__"__H' .-.", City of Zephythills BUILDING PLAN REVIEW COJv.fMENTS . Date Received: . , , . . . . . ~. it r ~)~d'ch Sb'*- ~, Q- L".~() J 3 ~?65 '3 N~Lt KD~ ~ . c/J!u-;','u... /lcb.. ~ . ContractorlHomeowner: Site: Permit Type: Approved w/nn ~ents~ Approved withe below co:mnients: 0 Denied withe below comments:. 0 . t -with the permit and/or plans. p./;/ cD Date . Contractor and/or Homeowner . (RequiI-ed when comments are present) Date Received \..IllY UI L..l::fJIIY'IIIIIO rl::IIIIIl/\fJfJlll."dllUII Building Department Owner'. Name \ \ Own.'.Add.... I\~ "W~~~ ,ex Fee Simple Titleholder Nam _ Owner Phone Number Owner Phone Number I Owner Phone Numb~r I o o D Fee Simple Titleholder Addre.. I I i;~~~~l'p~~:'~~~_~\~ -Q~~i (OBTAINED FROM PROPERTY TAX NOTICE) ~-NEWCONSTR ~DD/ALT 0 SIGN 0 MOVE D ~iNSTALL Lj REPAIR PROPOSED USE SFR COMM 0 ~~\C".t. ~. TYPE OF CONSTRUCTION CK ME 0 OTHER I DESCRIPTION OF WORK 3'\... '\ \- . BUILDING SIZE I I SQFOOTAGE HEIGHT I . I ~..... .................................,... r" ~...... I.....................................:............. ... . ...,."". , , , " " " , I , I I I I I I /UILDING I~\ ~~ .\.~. I VALUATION OF TOTAL CONSTRUCTION c::r ELECTRICAL 1$/ AMP SERVICE D PROGRESS ENERGY 0 WR.E.C .. ~~Q...~. 1$ I 1$ I D ROOFING D JOB ADDRESS SUBDIVISION WORK PROPOSED DEMOLISH PLUMBING MECHANICAL VALUATION OF MECHANICAL INSTALLATION GAS SPECIALTY D FLOOD ZONE AREA OTHER DYES DNa FINISHED FLOOR ELEVATIONS BUILDER SIGNATURE ~~~ License # t:S:~.s:f)\\~~ I ~/~r-\~~}-I V/N License # I \~ l ELECTRICIA SIGNATURE PLUMBER COMPANY SIGNATURE REGISTERED YI N FEE CURRENT Address License # MECHANICAL I COMPANY SIGNATURE REGISTERED Y I N FEE CURRENT Address I License # OTHER I I COMPANY SIGNATURE REGISTERED YI N FEE CURRENT Addre.. I License # Y/N Y/N Y/N " III " I " I " " I 11111 1 . I I r I nIl 11111111 111111111111.1111111111111111 . II ~ , I .. 1.1 " II' , III II " " " " I II I , I I I III " I " I III 11 I I 1 I I II11 II I' I I I I I I 1 ' I I I I I 1 I RESIDENTIAL Attach (2) Plot Plans; (2) seta ofBulld/rig Plans; (1) set of Energy Forms Minimum ten (10) working days after submittal date. Required onslte. Construction Plans, Sanitary Facilities & 1 dumpster COMMERCIAL . Attach (3) seta of Building Plans; (1) .et of Energy Forms. Minimum ten (i0) working days after submittal date. RequIred onsfte, Construction Plans, Sanitary FacllltJes & 1 dumpster All commercial requirements mUlt m..t compllanc.. SIGN PERMIT Attach (2) seta of Engineered Plans. ....PROPERTY.SURVEY required for all NEW construction. 111..11111.111.1..11.11,1111111111..1.1111111.1.11.11.11..1..1,.1111..1.11.11111.111111,11.1111111111.1111.11.1111111111111111111111111111111//,,/ DIrection.: Fill out appflcatJon completely. Owner & Contractor sign back of appllcatJon, notarized If over $2500, 8 Notice of Commencement I. required. (AlC upgrade. over $5000) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of AppllcatJon Only) Reroofs Sewers Service Upgrades NC Driveways Fences (PloVSurvey/Footage) 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 ur 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 tfll? intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727 -84 7- 8009. Furthermore, if the owner has hired a contractor or contractors, he Is advised to have the contractor(s) Slgl! portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as tile 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 understanus 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 uf 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 someorle 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 regulatmg 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, Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Alterl!1~J Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatmerlt 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 "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 extensiOll 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 ~ '""-- ".~.~~ . on ~8~ry Public State of Florida Satirlna ~ae C<lllt .; My Commission 00463268 d Froll: C 5115106 FREE ESTIMATES 813 7156585 09/05/2007 01:10 1t234 P.001/001 B & B CONSTRUCTION OF CENTRAL FL, INC. 402S MORRIS BRIDGE ROAD ZEPHYRHILLS, FL 33543 LIlIHP 1-800-224-1206 A.lmm Lot #: 348 Subdivision: 370S3 NEUKOM AVE Date: 812107 EA x UP x LJF II EA x = 45 UF X I "UCENSED · BONDED · INSURED · SKIRTING * STEPS · ROOM ADDmONS · ALUMINUM . CONCRETE.. Lap Siding Color: Home Serial #: Home Model #: Beam Color: All aluminum roofs include: Pans, Trim, Gutter, Down SDOuts, 3x3 Posts, and Flashing. 31 Pans ~Ft. Long 3] Pam -E-. FI. Long Pans _ FI. Loog Pans _Ft. LonS Valance...... .................. .... Gutter on Rome.................. Beam Worlr. 2x4 8M Beam..................... 2x6 8M Beam..... ................ 2x7 SM Beam..................... 97 2x8 5MBcam:.................... 2x9 SM Beam..................... 2xlO SM Beam.................... Carport Gable Fmming.......... _ SCREEN ROOM WALLS LapKP -.!!.. + ~ + _ + _ = ~ IJF 1I Screen Door Includes: Closer aod Thn:shold............ 1 Gable Fill one Side......... ...... Insulated Kick: Plate. .... ....... .. Fan Bcam(not wircd).....__..... _ Misc.: .G-IC WIadow UTILlTY ROOM WALLS Walls I] + 19 + I] + 2x4 StUdJ 16" OC - Shed Door and 1 Window....... 1 Single Window (Extra)........... _ lBug Shield......................... 19 Double Shed Doors... h. ........ ~ Sq. Ft x 4.04 - 4.64 5&1 Sq. Fl x 4.04 - 4.64 o Sq. Fl x 4.04 - 4.64 o Sq. Pt. 1I 4.04 - 4.64 66 LIP x $4.96 .. I.JF x $5.42 t x $157.96 II LIF 1I $4.36 LIF x $6.09 UF II $6.58 I.JF II $8.96 .LIF x $9.72 LIP x $10.62 x $102.00 EA x EA .. UF .. EA s lJF l< OobkWoDo + + + e 0 V1NYL ROOM WAllS - - Vinyl Wall.......................... Inside Kick Plat........ . .. ... . .... . Lap Top Inside: and Out.......... Florida Glass.... .................. Insulate Top and Bottom... ''''. Doors include (2) 2 Track Units Thrcsholdaud Closer............ EA II - B&H will not be respODsible for any leaks in VINYL ROOMS X 1JF x 1JF x LIF x UP x LIF I $33.63 $103.59 $16.71 $3.92 S6i.66 $ 127.so $37.19 $166.20 $60.00 $5.22 $43.31 S51.34 $5.93 $15.40 $]0.27 . . 15.49 $147.61 GRAND HORIZONS GLASS ROOM W ALI..S Wall! _+_+_+_=...!.... UF II R System Insulated _ x _ = ~ Sq. Ft. x $3..2() Glass Door........................... _ EA x $357.00 Hand Railing.............__.... ....... _ UF x $22.13 Step Railiog... ........................ ] EA x $92.85 $1,7'3..36 Quast: Door........... _ x _ _ EA X S2,U6.44 Gange Door Header _ x _ _ EA x 50.00 Gange Door Opener- _ x _ _ EA x so.oo MiBc::: SJ01.52 $346.11 $157.96 CONCRElE AND BRICK. WORK. $13S.16 Patio Slab.....:........ ....!!... x....!!.. .. 2:!!.. Sq. Ft x $3.21 so.oo Patio Slab.............. ~ x...!!... = ~ Sq. Ft. x $3.21 S63ll.16 Patio Slab.............. _x _ = ~ Sq. Ft.. x $3.21 SV.ooPatioS..b.............. _x_ =2-.. Sq.FL x $3.21 so.OO Side Walk.............. 2.... x ~ = ~ Sq. FL x $3.21 $0.00 Driveway............... ...E... x ~ ... ~ Sq. Ft. x $3.21 SO.oo Driveway Flair......... 2... x...!L = ~ Sq. Ft x $4.82 Raisc:dUtility........... _1112" 1 4" x $34.60 S&40.7S Raised Patio 6 C- ~ ll. -.!!.. = ~ Sq. Ft. x $10.32 Raised Patio 6 C- x = 0 Sq. Ft. x S10.32 5103.59 Over 6 per ft per - 5Cl X 5 = -;;- LIF x $3.04 so.oo Fcotu8x12 R.cinforoc:d............ 31 LIF x 55.53 - 50.00 Footer ]2:d2 Reinforced........... ~ LIF x $7.76 SO.OO Skirting Footer..... ..... h........... 116 LIF X $4.28 SU7.50 ] Tread Step...:.................. _ EA :It $110.12 2 Tread Step...................... _ EA :It $221:59 SI.673.5S 3 Tn:ad Step...................... 2 EA x $333.22 4x4 SlOOp......................... _ EA x $184.52 5166.20 Briclc: Skirting Max S High SO.OO Split Brick Air - _ 1JF . _ COW'IeS :It 599.J8 Split Brick Solid 1.1 I.JF Ii i Courses x 50.00 Fill Dirt......"u.........=:....... 7 Loads J[ 50.00 Prctn:at........... ......... ...... .................... ..... Mise: 1 - 3 TREAD STEP 5' LONG $0.00 Lot Grading.......................... 1 10.00 NOTE: Accordiog to the FL Building Code: SO.OO a cnck is~~8 . (ij1llcm until it 50.00 reaches 1/4" in ~ ~ SO.OO CONCRETE SIGN: ALUMINUM SO.oo DATE: ~ -.JI1f OJ PERMIT FAX TO: 813-715-6585 TAX FOR ENGINEERING. TOTAL ALUMINUM TOTAL $2.52 52.75 $140.00 $100.00 5415.11 II $357.00 SO.OIl SO.OCl $0.00 $0.00 5278.55 $0.00 SD.CIO . $0.00 $0.00 $1.894.90 $792.87 $1,592..16 $0.00 SO.OO 1433.35 $1,129.92 $742.28 534.60 . 51.609.'12 SO.OO 5760.00 $171.43 $2A8.32 5496.48 SO.OCI $0.00 S666.~ SO.OO .so.oo 53,63825 SI,,<IO:oo noo.oo 1415.11 $357.00 $14.728.83 $8,894.90 $460.00 $0.00 $24.083.73 AD we""'.n.. ad -~ Be p.raatml ror.... yar. A FINANCE CBAltGE 0.. 1.5% lPCI"_d1 wlllllr.-.. 0.1lIl1lll1Wd _111I11I ill anus. 2'd SS6E2BloEIB apa.JM ,i,iar ~EI :01 loO SO daS LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FEN WAY MULBERRY,FL 33860 (863)646-5517 Date: 09/05/07 B & H Construction Zephyrhills, FL Re: Address: 2008 Jacobsen 37053 Neukom Ave Zephyrhills, Fl. Mod. #: CL 4622 B Lot #: 348 Dear Sirs, This letter is to certify that I have reviewed the above referenced structure to determine the structural adequacy of the existing structure to receive the attached structure. The proposed structure is roughly a 12x 13 Raised Screen Room, a 19x 13 Shed and a 16x31 Carport. The existing mobile home, has been considered and is adequate as a host structure, with the blocking and anchoring at 5'4". Based upon review and acceptance of other structure to home per manufacturers requirements. As always, should you have any questions, please feel free to call me at any time. Leonard G. Wood 4034 The Fenway Mulberry, FL 33860 REVIEW DATE IO/l7-Q) CITY OF ZEPHYRHILLS lCS PLANS EXAMINER ~ :;LL WORK SHALL COMPLY WTTfI AI L j REVAIUNG CODES, FLORIDA BUJU)r.; ~ ;:~~E. ~'~~:?NAL ELECTrac CODE AI'o,/ J.4{C'6.}i:A-J I?/o {( P (' L Lf 6l-J/J I 31 1-: _ S'ikd /9 ::r- '" '~ < 8Mt? h- J;" ~ 6?' REVIEW DATE \0- (;-V) CITY OF ZEPHYRHILLS {. PLANS EXAMINER t . r -~ / I (,.j / ;;9 >1 >1 / lOt) i ...,- 9 tlt;E JJ"lE .v / --Y ALL wORK SHALL COfvIPLY WlTH ALL PREVAILING CODES, FLORIDA BUILDii,;] CODE. NATIONAL ELECTRIC CODE AN~j r: ;"Y OF ZEPHYRHILLS ORDINA NCLS Lo T 3 <; f? 3'7053 A-JEUKoM I1v6 Gef/iUd Ifo.ft 2(J~f trkl .... i ~ t~ 0...... i~1 ~~~ V\ ~ ~ ~-IY\ ~ I ~ Q... X\:l.. ~ ~~ :,. IJ..) ~~, (\ \.~ r-- '.\;J 'v'\ ~ ~ ~,~ ~ ~ (S ~~~~ "-- ''1- :j ~ -<.. ~I~ -' ~," <::-1 ... I.l.J >;. ~ ~ t)\J\~{j ~ ~ '-J ......j-.::. ~. l{j \.~ \) r'r") " "'I ~ It ~ ~ ., CI\ "{i, .~ C>-- ~ - 0--. ,~ ~ .... ('\. ~I.u <- lJ.j ""iV) 1<: " ~ >~ " 0..... .......... " ~ '" - ~ 1<' ~ .':>1 J \~ ''-.:.) '~ ~ ~ 0-... /., ~ ~'-'\ J--. IlJ .~ 11-' ~ '\J V\ "0 ~ ~~ ~ .~ ,~'~ ~ $j ,'~ L.. .. 'V ~") ~ ~"" ::,... ~,~ ~~ ~~ )-- \() ...'><.. Uj ~V) ~ ~ L~ ~ $ ~ ~ ~ <::> ~ "0 >, 00 0"'.... o ~ ('1"', ;S:O...J .~L.t. 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The minimum Width offootinga shall be 12 inches (305 mm) Footings in areas with expansive soils shall be designed In 8CCOrdance with the provisions of Section 1805.8. ] 805.4./1.1 Design loads, Footings shalJ tx: designed for the mo&t unfavorable cffocta due to the combinations of loads specified in Sectjoo 1605.3. The dead load shall in. clued the weight of foundatioos" footings and overlying fiil. Reduced Uve loads, lIS speclned In Section 1607.9. Are permitted to be used in designina footings. 1805.4.12 Vibratory loads. Where machinery opera. tions or other vibrations arc transmitted through the foundation, consideration shaJ/ be iNen in the footing design to prevent detrimc:otaJ disturbances of the soil. I &05.4 2 Concrete footing&, The design, materiaIa and COD- structjoo of coocrete footings shall comply with Sections 1805.42.1 through 1805.4.2.6 and the provisions 0(0lap- tcr 1805.42. Exception: Where a specific design is no( provided, coo- Crete footings supporting walls o(light-frame construc- tion are permined to be designed in accordance with Table 1&05.42 1805.4 2.1 Coocrete strength. Coocrete in footings Shall have 8 specified compresaive Itrengtb (f'c) ofoot Less than 2,500 pounds per square inch (PSi)(l7 237 kPa) At 28 days. 1805.422 Reserved. SOILS AND FOUNDAA nONS 1805.4.2.3 Plain concrete~. The edge thickness Of plain coocrete footings IUppOrting walls of other than Light-frame construct.ioo ahaJ.I DOt be less that 8 inches (203 mm) where placed on soil. Exception: For plain concrete footings supporting Group R-3 OCCUpancies. the edie thickness is permit- ted to be 6 inches (152 mm),provided that the footing Does DOt extend beyond a distance greater that the Thiclc:neM of the footin~ OIl e1thcr side of the suppooed Wall. 1805.4.2.4 Placement of coocrete. Concrct.e footings ShalJ not be placed through water unless a trcmie or other method approved by the building official is used, Where placed under or in the ~ of water" the coocret.e shall be deposited by approved means to ensure mini- mum segregation of the mix and negligible turbulence of the water. 1805.4.2.5 Protection of concrete. Concrete footings shall be protected from freczinB durin8 depositing and fen a period of not less than five days thereafter. Water shall Not be allowed to flow through the deposited coocrete. 1&05.4.2.6 Forming of concrete. Concrete footings an: permitted to be east against the earth where, in the opine ion of the building official. soil conditions do DOt require furming. Where forming Is requlred, it shal.I be In acoor- dance with Chapter 6 of ACl318. 1805.4.3 Masonry-unit footings. The design, materials and construction of masonry-unit footings shall comply with Sectiow 1805.4.3.1 and 1805.4.3.2. and the provisions Of Chapter 21. Exceptioo: Where 8 specific design is DO( provided, ma- sonry-unit footings supporting walls of light-frame con. Struction are permitted to b designed in accordance with Table 1~.4.2. 1805.4.3.1 DimaWoos, Masomy-unit footing aba1J be laid in Type M or S mortar complying with Section TABLE 1805.4.2 FOOTINGS SUPPORTING WAllS OF LIGHT-FRAME CONSTRUcnONab.c.d WIDTH OF I nnCKNESS OF NUMBER OF FLOORS FOOTINGS FOOTING SUPPORTED BY lHE FOOTINGS. (inches) (inches) 1 12 6 2 15 6 3 18 8 For S I: I inch = 25.4 mm, I foot., 304.8 rom. a. Depth offootings shall be in accordance with Section 1805.2. b. The ground UDder the floor is permitted to be excavated to the elevation of the top of the footing. c. Intcrior~ walla are pc:rmiUed to be IUpportcd by isolated footings. The footing width 8Dd length &ball be twice the width shown in this table, and footings shall be spaced not more than 6 Feet on center. d. For thickness offoundatiOf) walls, see Section 1805.5. e. Footings are permitted to support . roof in addition to the stipulated nwnber of tJoors, Footings supporting roof only ShalJ be as required for supporting ODe floor. ( Plain coocrete f~ for Grouo R-3 OCCUDancil";llll~ nt"rmif1Ni t" "" {:. ;.,,.h.... H,;,.I, ~o ~ {O' 1. :~cr r~ {-_ ;;/' (( f;. i~ ~ P 2. General Description ofImprovement~~ q \'I\,'~ <;.:\,'- \>(~:-'.~ ,n' J~ ' ~ () iJ~ /~ 7i, 3 X...t. ,/ () --r'i..;;..' 9B 32 c; N \. Address ___ , <;ity State LC~..Contractor:Na~ ~\ \n~(')\b~~\'\-\, , r:~'Addres~C\~m,( ~~ ~~ c L Ci~~ ~\ ~:, Stat?;~,=)~~3 5. Surety: Name State of ~\& NOTICE OF COMMENCEMENT countyf.~~) . TH~ UNDERSIGN~D hereby gives notic~ that improvement will be made to certain real property, and III accordance wIth Chapter 713, Flonda Statutes, the following information is provided in this Notice of Commencement: Description of Property: ParceINo.':;\~)-S~ ~~ "i'lc~ ~'v.'~\~\~. :,~ --\,:t~ -.--0\ - u')\( '\ -C)C;X~-n - ()~'-\~ (Legal description of the property and street address if available) 111'"' "'" 1111I1111I1111111111 "'" 1111' "'" 111111111 1111 2007174279 Owner Information: Name\~~~c\ \-h \1' C'1.~ \\\'\\9 Addres~\.s.,~'-5't.u~~'\~-:X . Cit;C Q.~\0\\s Stat~~~~>-\\ Interest in Property: Name of Fee Simple Titleholder: (If other than owner) Address City State Rcpl : 1136289 Rec: 10. 00 os 0 00 IT: 0.00 : . Dpty Clerk 10/17/07 Amount of Bond: $ 6. Lender: Name Address City State 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) (7), Florida Statutes: 8. In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified.) JEO PITTMAN, PASCO COUNTY CLERK 10/17/07 02: 19pm 1 0'11059 OR BK 7664 PG Signature of Owner:. !1 ~ 0~ \~Q5~~. Sworn to ~lII:,sc 1 e efare me !hi \ \ day of % ~ ... ,20C:;:=}. Notary Public: '~ " Name Address City State My Commission Expires: PC93053048/ A Notary Public State of Florida a rtna ae ant My Commission DD46J268 Expires 08/18/2009