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Home My WebLink About08-6749 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813}780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 6749 Permit :6749 Permit Type: ALUMINUM Class of Work: ALUMINUM PACKAGE Proposed Use: MOBILE HOME SUBDIVISION Sq. Feet: Est. Value: Cost: 23,345.54 Total Fees: 260.00 Amount Paid: 260.00 Date Paid: 6/04/2007 Address: 7806 KAY MARIE AVE L ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: GRAND HORIZONS Parcel Number: 34-25-21-0180-00000-3200 ~'(\~ '1 ~/](Q/l~{D ~DU 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 property. If you intend to obtain financing, consult with your lender or an attorney before recording your noti mencement." ... '12 _ ~ ~ SIGNATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Site: j3-f'I~ Cons t- t', 5"- - 3> I - OJ .~ y6 C, 1Lc'-Y ~(I''-L /f / JVt--7. ~ A-y 3dO Contractor/Homeowner: Date Received: Permit Type: Approved wino comments1 Approved withe below comments: 0 Denied withe below comments: 0 This comment sheet shall be kept with the permit and/or plans. G ,- I-Oj Date Kalvin Switzer - PI s Contractor and/or Homeowner (Required when comments are present) o 1,)-/ ou-vu,u ~lty or Lepnyrnllls r'ermll AppllCallOIl Building Department r d"-O J .)-{ ou-uu, I Date Received '\::: \ Owner'sAddress I'~,-\~~~\(\~\~Q\\ Fee Simple Titleholder NamJ Owner Phone Number OWner Phone Number I OWner Phone Numb~r I OWner's Name JOB ADDRESS I I Fee Simple Titleholder Address I I ~\\\\~~\Q~~~~O .. I LOTN I~ I 1\~ \\:i ~ICd . PARCELI..I?:i\~&:r.>~\ ~tn\C\ -Q~~ll~ ~ ~ (OBTAINED FROM PROPERTY TAX NOTICE) EW CONSTR . ADD/AL T D SIGN 0 MOVE D DEMOLISH INSTALL REPAIR D SFR OMM I\-:\\I':;m,{~"'( "'\ CK RA E 0 OTHER I ~ SUBDIVISION WORK PROPOSED PROPOSED USE TYPE OF CONSTRUCTION DESCRIPTION OF WORK BUILDING SIZE BUILDING ~LECTRICAL VALUATION OF TOTAL CONSTRUCTION & ~. AMP SERVICE D PROGRESS ENERGY I S\\L~ D PLUMBING D MECHANICAL D GAS :: 1$ D VALUATION OF MECHANICAL INSTALLATION ,Joe.. _ ROOFING I D SPECIALTY D FLOOD ZONE AREA OTHER DYES DNO FINISHED FLOOR ELEVATIONS PLUMBER SIGNATURE COMPANY REGISTERED ~~~~f),~~~~~ .4@lb License # I~)~ \\~~ I 1~~f\~~U~T~ Y/N I License # I \~ 1 I I I I I I I Address Y / N FEE CURRENT Y/N Address License # MECHANICAL SIGNATURE COMPANY REGISTERED Y/N FEE CURRENT Y/N Address License # OTHER SIGNATURE COMPANY REGISTERED Y/ N FEE CURRENT Y/N Address License # P""'"111111 1111'" 1111111111111111111111111' 11111111" I" 1'111111111111111111" I' "" 111111' III" 1'111111111111""""'" 1'11111111111'" II , RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms Minimum ten (10) working days after submittal date. Required onslte, Construction Plans, Sanitary Facilities & 1 dumpster . Attach (3) sets of Building Plans; (1) set of Energy Forms. Minimum ten (10) working days after submittal date. Required onslte, Construction Plans, Sanitary Facilities & 1 dumpster All commercial requirements must meet compliance. Attach (2) sets of Engineered Plans. ....PROPERTY SURVEY required for all NEW construction. COMMERCIAL SIGN PERMIT I I ~ I . . I I I I I I I I ~ I I I I I I ~ I ~ I I ~ ~ I I I I I I I I , I I I . I I I I . . . .. I I I I I I I . I I I . . I I I I I I I I I . I I I I I I I I I I I I I I II I I I , I I I I I I I ~ ~ ~ ~ I I I I I I I I I ~ j I I I I I I I I I I I I I I I ~ I II I I I I I I I , I I I I Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required. (Ale upgrades 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 Application Only) Reroofs Sewers Service Upgrades NC Driveways Fences (Plot/Survey/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 or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he Is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not. involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, 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 "V" unless expressly permitted. If the fill material is to be used in Flood Zone "N, 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 INYOUR 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. FLORIDA JURAT (F.S. 1 03) ,l1? / OWNER OR AGENT CONTRACTOR ~ ~ ~ I Subscribed and 5 m t or Subscrlbed~ sw . t ffI ) befoIflAll,th~S'() \ , ""-=--, ~y c-....~, lby )~ ~\l) ~ Who iSlare pEQQ.nally known t e or h rodu~ed s Iden Iflcallon. ( o i""'ft"~, Nota,ry Public State of Florida . ftllss88rfHi '\; ..'oi My Commission 00463268 OFf\: Ex I ame 0 mped B & H CONSTRUCTION OF CENTRAL FL, INC. l-MHI C 5/15/06 4025 MORRIS BRIDGE ROAD A 2/27/Oi FREE ESTIMATES ZEPHYRHILLS, FL 33543 1-800-224-1206 **LICENSED * BONDED * INSURED * SKIRTING * STEPS * ROOM ADDITIONS * ALUMINUM * CONCRETE** Lot #: 320 Subdivision: 7806 KAY MARIE AVE GRAND HORIZONS Date: 4/23/07 - Lap Siding Color: GLASS ROOM WAILS Home Serial #: Walls + + + = 0 L/F x $0.00 - - - - - Home Model #: R System Insulated x = 0 Sq. Ft. x $3.20 $0.00; - - - Beam Color: Glass Door. . . . .. . . . . .. " . . .. .. . . . . . . . EA x $357.00 $0.00 - All aluminum roofs include: Pans, Trim, Gutter, Down Hand Railing. . . . . . . . . . . . . . . . . . . . . . . ... L/F x $22. 13 $0.00 - spouts, 3x3 Posts, and Flashing. Step Railing........................... 2 EA x $92.85 $185.70 - 49 Pans ~ Ft. Long 931 Sq. Ft. x 4.04 - 4.64 $3,761.24 Garage Door. . . . . . . . . .. 6 X 7 I EA X $492.00 $492.00 - - - - Pans Ft. Long 0 Sq.Ft. x 4.04 - 4.64 SO.OO Garage Door Header 2 x 6 I EA X $100.00 $100.00 - - - - - Pans Ft. Long 0 Sq. Ft. x 4.04 - 4.64 SO.OO Garage Door Opener x EA x SO.OO - - - - - Pans Ft. Long 0 Sq. Ft. x 4.04 - 4.64 $0.00 Misc: $0.00 - - Valance. .. .. . .. . . . .. . . .. . .. .. .. . . .. 62 L/F x $4.96 $307.52 ALUMINUM TOTAL $9,304.69 - Gutter on Home...... ... ......... 49 L/F x $5.42 $265.58 - Beam Work 1 x $157.96 $157.96 CONCRETE AND BRICK WORK - 2x4 SM Beam..................... 29 L/F x $4.36 $126.44 Patio Slab... . .. .. ...... 12 X 18 = 216 Sq.Ft. X $3.21 $693.36 - - - - 2x6 SM Beam..................... 70 L/F x $6.09 $426.30 Patio Slab... .. .. .. .. ... 23 X 18 = 414 Sq.Ft. X $3.21 S 1 ,328.94 - - - - 2x7 SM Beam..................... L/F x $6.58 SO.OO Patio Slab... .. .. . .. .. .. x = 0 Sq. Ft. x $3.21 SO.OO - - - - 2x8 SM Beam..................... 36 L/F x $8.96 S322.56 Patio Slab..... .. .. .. ... x = 0 Sq.Ft x $3.21 SO.OO - - - - 2x9 SM Beam...... .. .. .. ... .. .... L/F x $9.72 $0.00 Side Walk.............. x = 0 Sq. Ft. x $3.21 $0.00 - - - - 2x 10 SM Beam... .... .. .... . ...... L/F x $10.62 $0.00 Driveway... ... ......... 22 X 18 = 396 Sq.Ft. x $3.21 $1,271.16 - - - Carport Gable Framing.......... x $102.00 SO.OO Driveway Flair. . . . . . . . . 7 X 22 = 154 Sq.Ft. x $4.82 $742.28 - - SCREEN ROOM WALLS Raised Utility.... .. ..... 1 1/2" I 4" x $34.60 $34.60 - - LapKP ~+~+~+_ = 36 L/F x $33.63 $ 1 ,210.68 Raised Patio 6 C- 12 X 18 = 216 Sq.Ft. x $9.74 $2,103.84 - - - - Screen Door Includes: Raised Patio 6 C- x = 0 Sq.Ft. x $9.74 SO.OO - - - Closer and Threshold.. . ... ...... 1 EA x $103.59 $103.59 Over 6 per ft per - 42 X 5 = 210 L/F x $3.04 $638.40 - - - - Gable Fill one Side............... L/F x $16.71 SO.OO Footer 8x 12 Reinforced...... . . .. .. 23 L/F x $5.53 S127.19 - - Insulated Kick Plate.............. L/F x $3.92 SO.OO Footer 12x 12 Reinforced.... .. .. ... 36 L/F x $7.76 S279.36 - - Fan Beam (not wired)............ EA x $68.66 SO.OO Skirting Footer. .. . ..... ... ... . . . ..... 101 L/F x $4.28 S432.28 - - Misc.: SO.OO 1 Tread Step.... .. .... .. .... .. .. .. EA x $110.12 $0.00 - UTILITY ROOM WALLS 2 Tread Step..... .. .. ...... ....... EA x $221.59 SO.OO - Walls 12 + 12 + 12 + 12 = 48 L/F x $37.19 $1,785.12 3 Tread Step... .. .. .. .. .. . .. .. .. .. 2 EA x $333.22 $666.44 - - - - - - 2x4 Studs 16" OC 4x4 Stoop......................... EA x $284.52 SO.OO - Shed Door and 1 Window....... EA x $166.20 SO.OO Brick Skirting Max 5 High - Single Window (Extra)......... o. J EA x $60.00 S6O.00 Split Brick Air - L/F @ Courses x $2.52 SO.OO - - - Bug Shield......... ... .... ..... .... L/F x $5.22 $0.00 Split Brick Solid 136 L/F @ 9 Courses x $2.75 $3,366.00 - - - Double Shed Doors........ .. . ... EA $ SO.OO Fill Dirt... ... . , . , ..... ... . . . ... . .. .... II Loads x $140.00 SI,540.00 - - Gable Walls + + + = 0 L/F x $43.31 $0.00 Pretreat.. .. . .. .. .. .. .. .. , .. . . .. . . .. . . . .. .. . .. . .. . .. . . .. .. . $100.00 SIOO.OO - - - - - VINYL ROOM WALLS Misc: SO.OO Vinyl Wall.......................... L/F x $51.34 SO.OO Lot Grading... ............ ...... ..... 1 x $357.00 $357.00 - - Inside Kick Plate................,. L/F x $5.93 SO.OO NOTE: According to the FL Building Code - Lap Top Inside and Out. . . .. ... .. L/F x $15.40 $0.00 a crack is not a structural problem until it - Florida Glass. . . . . . . . . . . . . . . . . . . . . . L/F x $10.27 sO.oo reaches 1/4" in width. - Insulate Top and Bottom........ L/F x $5.49 $0.00 CONCRETE $13,680.85 - Doors include (2) 2 Track Units SIGN: ALUMINUM $9,304.69 Threshold and Closer. . . . . . . . . . . . EA x $147.61 $0.00 DATE: PERMIT $360.00 - B&H will not be responsible for any leaks FAX TO: 813-715-6585 TAX $0.00 in VINYL ROOMS X FOR ENGINEERING. TOTAL $23,345.54 ---'-- All workmanship and materials are guaranteed for one year. A FINANCE CHARGE OF 1.5% per month will be accessed on aU unpaid accounts in arrears. ANNUAL PERCENTAGE RATE of 18% plus anomey's fees if necessary to collect. ESTIMATES ARE ONLY GOOD FOR 30 OA YS. LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY,FL 33860 (863)646-5517 Date: 05/02/07 B & H Construction Zephyrhills, FL Re: Address: 2007 Jacobsen 7806 Kay Marie Ave Zephyrhills, FL. Mod. #: CH3 4403 B Lot #: 320 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 12x18 Raised Screen Room, a 12x12 Shed and a 18x23 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. SZJ !1w Leonard G. Wood 4034 The Fenway Mulberry, FL 33860 I\LL WORK ShAL~ ("l' 'iuD~ ~~ILD~;;J PREVAILING CODES, FLC~RlC CODE AN':J CODE Ni\TIONALELE 1 'C' (fry or ZEPiWRIlIUS (I~IN"NCL I /00 - 9 ( tIt5Et11&./ ( -1'-- ~r 3;20 I ~O REVtr.::-W D ' CIty 'Of: I.4TE <L> - J - 0 ') PLANs E:~~f.H~ 'V1,v"NER IL. C. < L >1 ~Pfl ( i'i"~ ;') 5{;.."'lE(;~ I'f!~': ,H me h /k- /-IN1t € vi Ct. i _I If CLh ~ ,- ^--' 6t!! '-I <I t-3 8 RI1i5d 1.1 ? .(. U /tpR',:) ~ / 60 '7f00 ;'(11( /l1ARIE AvE " GRAIJ d fIo~, UJA.JJ V'f.lK / '/') ,)9 :-1 ( /~o {~A5cI#CIV r --L 4CJ( .~ ~' " ~ ~ ~"1 ~,~ ~~ " ~ .~~ ;'-1 ~ r~ - ,~ \.J \J ~~ ~ ~ ~ ~ ~~I~ /, ~~" ~ ~ ~ ~~ ~ ::J-... " -.L~ I(j ,~ !'" ~~I.U' ~ ~\J\~~ !.)' ~~~ 'V /J \lI j\ I i\ ~ ~ }~ ~ ~ ti... o-.~ ~ ~ . 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N W ~ (/) ~ f---; ::a <[ ! :i ~ ~ It/ LL ~ D ::a ~ Z ~ D is f---; ... ... ~ ~ U ~ W ~ (/) LJ j: .--J g <1 z U f---; 0.- >- ~ Grailieot, load intensity and cros.ion characteristics of slope MBterial . 1805 .4Footings shall be designed an constructed in Allowable bearing capacity of the soil is not exceeded, and That differential settlement is minimized. The minimum Width offootings shall be 12 inches (305 mm) Footings in areas with expansive soils shall be designed In accordance with the provisions of Section 18D5. 8. 1805.4 ./1.1 Design loads, Footings shalJ be designed for the 0l05t unfavorable effects due to the combinations of loads specified in Section 1605.3. The dead load shall in- clued the weight offoundations" footings and overlying fill. Reduced live loads, lIS specitied in Section 1607.9. Are permitted to be used in designing footings. 1805.4.12 Vibratory loads. Where machinery opera- tions or other vibrations are transmitted through the foundation, consideration shall be liven in the footing design to ~cnt detrimental disturbances of the soil. I &05.4 -2 Concrete footings, The design, materials and c0n- struction of concrete footings shall comply with Sections I 8D5.4 2.1 through 18D5.4 .2. 6 and the provisions of Chap- ter lSOS.4-2. Exception: Where a specific design is not provided, coo- Crete footings supporting walls of light-frame construc- tion are permitted to be designed in accordance with Table 18D5.4.2 1805.42.1 Concrete strength. Concrete in footings Shall have 8 specified compressive strength (f'c) ofoot Less than 2,500 pounds per square inch (psi)(17 237 kPa) At 28 days. 1805.422 Reserved. SOILS AND FOUNDAAnONS J 805.42.3 PJain concrete footings. The edge thickness Of plain coocrete footings supporting walls of other than Light-frame construction shall not be less that 8 inches (203 mm) where placed on soil. Exception: For plain concrete footings supporting Group R-3 occupancies. the edge thiclmess is permit- ted to be 6 inches (152 mm),provided that the footing Does not extend beyond a distance greater that the ThickneM of the footing on either side of the supported Wall. 1805.4.2.4 Placement of concrete. Concrete footings ShalJ not be placed through water unJess a !remie or other method approved by the building official is used, Where placed under or in the presence of water" the concrete shall be deposited by approved means to ensure mini- mum segregation of the mix and negligible turbuJence of the water. 1805.4.2.5 Protection of concrete. Concrete footings shall be protected from freezing during depositing and for a period ofoot less than five days thereafter. Water shall Not be allowed to flow through the deposited concrete. 1 &05.4.2.6 Forming of concrete. Concrete footings are permitted to be east against the earth where, in the opin- ion of the building official, soil conditions do not require formin~ Where forming is required, it shall be In accor- dance with Chapter 6 of ACI 318. 1805.4.3 Masonry-WLit footings. The design, materials and construction of masonry-unit footings shall comply with Sections 1805.4.3.1 and 1805.4.3.2. and the provisions Of Chapter 21. Exception: Wh<<e 8 specific design is oot provided, ma- sonry-unit footings supporting walls of light-frame con- Struction are permitted to b designed in IICCOCdance with Table 180S.4.2. 1805.4.3.] DimeIWons, Masoory-wtit footing shall be laid in Type M or S mortar complying with Section TABLE 1805.4.2 FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCfIONab.c.d WIDTH OF nnCKNESS OF NUMBER OF FLOORS FOOTINGS FOOTING SUPPORTED BY TIlE FOOTINGS'" (inches) (inches) 1 12 6 2 15 6 3 18 8 For 51: I inch = 25.4 mm, 1 foot = 304.8 rom. a. Depth of footings sbalI be in accordance with Section ] 805 2. b. The ground UDder the floor is permitted to be excavated to the elevation of the top oftbe footin8- c. Interior-ctud-bearing walls are permitted to be supported by isolated footings. The footing width and length shall be twice the width shown in this table, and footings shall be spaced not more than 6 Peet on center. d. For thiclcness offoundation walls, see Section 1805.5. e. Footings are permitted to support a roof in addition to the stipula1ed number oftloors, Footings supporting roof only ShalJ be as required for supporting ODe floor. ( Plain cooaete footings for Group R-3 occupancies are permitted to be 6 inches thiclc. . ~--.) State of .. ~~ NOTICE OF COMMENCEMENT ~D County of " . THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: L Description of Property: Parcel No. -\'&:)\..so, t5::;:~--'i ~i \ Q ~'-l~~ 3~(j 3-\ ~~~\-<~\C)~ ~~3~\.\ (Legal description of the property and street address if available) 2. General Description of Improvement3.. \. .~.~~ ~ C'~\\~ -\- 111111111111 1111I1111I11111 111111111111111 111111111111111111 2007095085 3. Owner Information: Nam~ ~~(~\ \- \\::i \ -C-N""\ '\\\\\ \) AddreSS\\~ ~~~\'f Cit~t\i~\~ "Sta~'J)5:J4\ Interest in Property: Rcpt : 1104243 Rec: 10. 00 DS: 0.00 IT: 0.00 06/04/07 Dpty Clerk Name of Fee Simple Titleholder: (If other than owner) ~E90~~~~M":er~scoICO~~Tl CLERK OR BK 751g PG 1218 ~\4 Address City Contractor: Na~~\-~.(~1 ~~ Addres~)~(Ab '~~Ci~~~~ 5. Surety: Name Sta~.~~~L\3 Address City State 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: Name Address City State 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.) My Commission Expires: PC93053048/ A Signature of Owner: Sworn to a ,2~. i~~ ... ~ 0' ~J' Notary Public State of HJrida Sabrina Rae Cant My CommisSion Expires 0811812009