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09-8904
CITY OF ZEPHYRHILLS • 5335 - 8TH STREET (813)780 -0020 8904 BUILDING PERMIT a . , . Permit Number: 8904 Addre 37639 PRADO PLACE Permit Type: RE -ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ZEPHYR RIDGE Est. Value: Parcel Number: 03- 26 -21- 0130 - 00000 -0660 Improv. Cost: 2,640.00 Date Issued: 3/09/2009 Name: GOODSPEED, ROBERT & MARY Total Fees: 45.00 Address: 3782 N STATE RD 3 Amount Paid: 45.00 HARTFORD CITY, IN 47348 -9596 Date Paid: 3/09/2009 Phone: Work Desc: RE -ROOF SHINGLES RYMA CO C•. INC. REROOF RESIDENTIAL 45.00 9), G ( DRY IN ROOF INSP TAPE JOINTS ROOF INSP FINAL REINSPECTION FEES: Reins ion fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one 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 i n your pay t w i ce for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before record'ng your notice of commencement." CO TRAC FOB R S %NATURE PERMIT OFFI �R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION 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 q - -- 3-- / Phone Contact for Permitting ------- IIIIIIIIIIIIItl Owner's Name f l iJ y 1 C - Q(..„ •-- Ccaty?hi• Owner Phone Number Owner's Address .. 1 l N SA 3 -i- Kl c [4. --rN Owner Phone Number Fee Simple Titleholder Name Owner Phone Number I Fee Simple Titleholder Address JOB ADDRESS J) 3 q Prajc T" f� )CCC -'Qi z.- / a t i ( - 5 - 5 s-q)^ LOT # SUBDIVISION Z y r K i jo.--- PARCEL ID# 03 -" 6 – 0 L O O – 0 G (00 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT SIGN I MOVE I—) DEMOLISH INSTALL REPAIR (° cif PROPOSED USE I I SFR I I COMM I OTHER I I TYPE OF CONSTRUCTION I 1 BLOCK I I FRAME ( STEEL n OTHER I I DESCRIPTION OF WORK 9 2 — Y - Oc00 - .i 4 BUILDING SIZE SQ FOOTAGE 1 1 OO HEIGHT I I BUILDING $ I b An '''22- CVALUATION OF TOTAL CONSTRUCTION I I ELECTRICAL $ AMP SERVICE I I PROGRES NERGY I 1 .R.E.C, PLUMBING $ q a 4 I ' 1 1 MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I 1 GAS 1I ROOFING 1 1 SPECIALTY I 1 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I—IYES r lNO BUILDER COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT 1 Y/ N I Address License # ELECTRICIAN COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURRENT 1 Y/ N I Address License # PLUMBER COMPANY SIGNATURE REGISTERED I Y / N 1 FEE CURRENT 1 Y/ N I Address I License # MECHANICAL COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURRENT 1 Y/ N I Address , License # OTHER COMPANY R v10 ( back ►rlC SIGNATURE / t REGISTERED 1 / N 1 FEE CURRENT 1 Y/ N 1 Address 364 3 3 SLf Z h (-L- l u S 5 s -(I 1 License # CC. C t3 SSO5 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 (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. * ** *PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C 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 Fences (Plot/Survey /Footage) Driveways -Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner ", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection - Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, 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 "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 riot 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 Tess 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 LENDER OR AN ATTORNEY BEOFORE FINANCING, CONSULT WITH YOUR RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or affirmed) before me this Subscribed and swom to (or affirmed) before me this by by y Who Is /are personally known to me or has /have produced Who is /are personally known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped • 4. 411... -. %Az Rvmae Raol‘e9 • A Division of Ryman Construction, Inc. 37325 SR 54 * Zephyrhills, Florida 33542 Phone: 813 - 782 -6094 Fax 813 - 783 -2645 Q �� (� License #CCC 1325505 Customer: \obe ` 6"1c1C� P X Date: 3 4- Address: .76:1 PSG • City: 7e.,P111 I'h ►111 Zip:`1(;\ HomeTelephone:7S t 1 Alternate Phone # Business Phone # Complete tear off of existing shjggles Additional Items: 4 \\ C 1 utu/ MAc -I g Roof dried in with # IS felt dl o- ?✓�� 7.3, RoF & , �� • G , J @.) - 5/via ❑ Install new valley metal with galvanized metal Ulf Re- secure all loose roof decking as needed L ' Install all new lead bootsas-rteeded' . 5 1.<4; (° Install all new drip edge as.eeeded d Install all new 30 year fungus- resistant shingles a Shingle Color l2,G 4ic .■ \L'tT l ' All debris removed from the job site d All materials, labor and permits furnished C) t? Total bid price Extra's 00 2 Bad plywood replaced at a cost of $ 7) per sheet in the roof field. All other wood work, such as valley rebuilding or rafter replacement, will be at a rate of $ _� � per man hour plus the cost of materials. THIS BECOMES A BINDING CONTRACT UPON ACCEPTANCE OF PROPOSAL. PURCHASER ACKNOWLEDGES RECEIPT OF A COPY OF THIS CONTRACT. 1. All material is guaranteed to be as specified and completed in a substantial workmanlike manner. 2. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, hurricane and other necessary insurance upon above work. 3. Labor warranty does not cover damage to roofs caused by lightning, hurricane, tornado, hailstorm, impact of foreign objects or other violent storm or casualty damage to roofs due to settlement, distortion, failure or cracking of roof deck, walls or foundation of a building. 4. Workmen's compensation and public liability insurance on above work to be taken out by RYMAN ROOFING (a subsidiary of Ryman Construction, Inc.), or it's sub - contractors. 5. RYMAN ROOFING, INC is not responsible to provide any materials or to perform any work other than what is described above. Replacement of deteriorated decking, fascia board, is not included and will be charged as an extra unless otherwise stated herein. 6. This contract is subject to final approval by RYMAN ROOFING, INC. and is the entire agreement of the parties and no other written or other forms will be recognized. 7. A charge of 1.5% will be made on all unpaid balances after 30 days plus charges incurred for non - payment procedures plus attorney's fees. Ryman Roofing, Inc. will not be responsible for any septic tank, sod, shrubbery or paint damage. Payment due upon completion of job. Acceptance of Proposal The above prices, specific tions and conditions are satisfactory and are hereby accepted. You are authorized to do the work' as specified. Purchaser: 7 x,. -. Date: 3/6 4 C i Estimato . __ _ -- Date: Pleased note: A charge of 1.5% will be made on all unpaid balances after 30 days, which is an annual percentage rate of 18% applied to past due balances. STATUTORY NOTICE REGARDING CONSTRUCTION LIENS: ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.27, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB - SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER ". FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. I HEREBY CERTIFY THAT I HAVE READ AND FULLY UNDERSTAND THE PROVISIONS OF THIS CONTRACT. Purchaser: By: Date Title Purchaser: Pasco County Parcel: 03- 26 -21- 0130 - 00000 -0660 001 Page 1 of 2 Search Again Show Map Generalized Building Schematic Frequently Asked Questions Estimate Taxes Other Agency Data: Tax Collector School Board Supervisor of Elections I Data Current as Of: I Weekly Archive - Saturday, February 14, 2009 Parcel ID I 03- 26 -21- 0130 - 00000 -0660 (Card: 001 of 001) Classification 02 - Mobile Homes Mailing Address 2008 Final Tax Roll Values (Oct 9, 2008) GOODSPEED ROBERT E & MARY E Ag Land $0 3782 N STATE RD 3 Land $23,400 HARTFORD CITY, IN 473489596 Building $37,740 Physical Address Extra Features $1,103 37639 PRADO PL ZEPHYRHILLS, FL 33542 -7915 Market Value $62,243 Legal Description (First 4 Lines) Assessed (Save Our Homes) $0 ZEPHYR RIDGE Taxable Value $62,243 PB 26 PG 78 -80 LOT 66 OR 1997 PG 794 Land Detail (Card: 001 of 001) Line II Use IlDescriptionll Zoning II Units II Type II Price II Condition II Value 1 0200 MSUBM 00M1 6,000.00 SF $3.90 1.00 $23,400 Additional Land Information Acres II 0.14 II Tax Area II 30ZH II FEMA Code Q X IIResidential Codell ZIDELP1 Building Information - Use 02 - Mobile Home (Card: 001 of 001) Year Built 1989 Stories 1.0 Exterior Wall 1 Average Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Plywood Panel Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C None Baths 2.0 Line I Description II Sq. Feet Repl. Cost New 1 I BAS II 972 $49,864 2 I ESA II 140 $3,232 3 FOA I 130 $1,693 4 I FCA I I 444 $4,566 5 FST I I 108 $2,514 Extra Features (Card: 001 of 001) Line Description Year I Units I Value 1 II DWC II 1989 II 444 II $683 2 II CAC -4 II 1989 II 1 $420 Sales History Previous Owner II ZEPHYR RIDGE INC Year 0 Month I I I Book /Page it Type II Amount 1991 I II 03 1997 / 0794 WD II $12,000 1987 I I 08 1633 / 0186 0 2C II so http: / /www. appraiser. pascogov. com / search /parcel.aspx ?sec =03 &twn= 26 &rng =21 &sbb =01... 3/9/2009 siH IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfllllllll 2009032211 . R 00 Ree: 10.00 DS: 0.00 IT: 0.00 • 03/09/09 _ Dpty Clerk PAULA S. O'NEIL, PRSCO CLERK & COMPTROLLER 1 03 DR 9 BK PG 09iiiigpp1 1e NOTICE OF COMMENCEMENT" Permit No. Property Identification No. ..6 a I : r c _ _ O , f O THE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following.iufonnation is provided in this NOTICE OF COMMENCEMENT. 1.Description of property (legal descri,liu t :)Z • . )Qp a) Street Address: • _2 • (03 ' 0. i e r g r y� P6- 73 -� !r¢! � F G(.0 © Cl� f 2. General description of improvement. " J V -� 3.Owuer Inforinahr. e T n) Name and ucidress: Q / �t7�- �3Z'�. —_— b) Name and address of fee simple titleholder (if I ier than owner) _ . 3 � � 1 1 A c) Interest it property 21' , ntractor information a) Nome and address: lam: b) Telephone No.: • Y J Al . Z f 1 i'S 3 14. S.Surety information — Fax No. (Opt.) a) Name and address: ___ — b) Amount of Bond: c) Telephone No.: b. Lender Fax No. (Opt.) a) Name and address: 7. Identity of person within the State ofl'lorida designate(' h p Phone No. '— a) Name and address; Y C 1 ' upon whom notices or other documents may be served: b) Telephone Mo.: gin addition to himself; owner designates line followin Fax No. (Opt.) _ 713.13(1)(b), Florida S1atlttos: g person to receive a copy of the Lienor's Notice ns provided it section n) Nume and edd...,„ b) Telephone No.: IN YOUR CAN 1 A 9 .Expiriiti0n date of Notice of Co1111r1el7CCn (t11C c x pirano,l date is o ne y ear from e date (Opt.) f recordin LmlesS ,it date is specified): d W r (� Y Ov� m f J C7zl1- _ W W WARNING TO OWNER: ANY PAYMENTS W Z = O t U NTS MADE BY THE OWNER AFTER THE EXPIRATION w 2 Q COMMENCEMENT, ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 1 71 3 .PART I SECTION 713.13, IIA STATUTES, AND CA1 SUET I PAVING 0 W f— LII d A N U'1'ICE OF STATUTES, ND C MUST I , NG 'r WICE FOR . TO YOUR PROPERTY. O UJ z 11.ORI c' INSPECTION. IF YOU INTEND TO OBTAIN i NAN NG, CONSULT YOUR LENDER OR AN ATTORNEY B e,Fo E W ~ Q z L. COMMENCING WORK OR RECORDING YOUR NOTICE OF CONIMENCL'MIEN'I'. �!- }U a 'S STATE OF FLORIDA 0 f - f W O Y . COUNTY OF PASCO - -- Q 0 cc o c c . iti var • 4 , ' , • • - V Z P Notary Public State o/ Florida / -ft, - 1-- J Q ` b loritla i gnaturn of Owner or Own • s Am iorized Officer /D' elor /Pnrtucr/ auuger Q t,►_ W Q Christian Ryman L , MY p Com O rnisa 0 an DD751870 ° O .CJ ce / % y, z O rn. Exlros t/24/27Y Hut Nume G 1 n �� o W 0 0 _ ›- W C __ . The foregoing ins tl!meat was aciinowledged before me this / da o of / > �,, t 1.. W U O �r Q O � 604%94 as er/`--' ,__ y n'1�ar i� ___' 2p, by 'r -=�J_ ' ® � U O co in tact) for -- - - _ _ __ (type of authority, e.g, officer, trustee, attorney W _ U Q W tq to I GO (name of party on b .__ e of whom instrument was executed). -- .Personally Known V�OR Produced identification - Q N • Notary Signature II • . c O 5 Q > - a m • "Type of identification Produced Name (print) c,...... _ • Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have react the foregoing and that the facts stated it it are true to the best of my Imowledge and belief. roRntsmloc,rvsuzam • Signature of Natural Person Signing Above ---- -- • Florida Building Code Online Page 1 of 4 BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search i Product Approval USER: Public User Community Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL3663 -R4 Application Type Revision Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Owens Corning Address /Phone /Email One Owens Corning Parkway Toledo, OH 43659 (419) 248 -7060 darrel.higgs@owenscorning.com Authorized Signature Darrel Higgs darrel. higgs@owenscorning.com Technical Representative Address /Phone /Email Quality Assurance Representative • Address /Phone /Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Underwriters Laboratories Inc. Referenced Standard and Year (of Standard Standard) ASTM D 3462 Year 2001 ASTM D3161 (modified to 110 mph) 1999 UL 790 (Class A) 1997 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/10/2007 Date Validated 04/10/2007 http: / /floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgtQxyhaxCgJITSMFp... 5/10/2007 � } ✓ §. i fig NII C yUVEN 5 � � p ing ss ? CORNI INNOVATIONS FOR LIYIN t� 1 1 er I n st �rucc� on s Patti La Tnstal . p t e Te . � rz g, � §��e� Icy S� r ° 3 { _ r `` 3 § { Nvk t7' S C ,�1 � l i ] t Y Y. j f �! i t ��a x f { y JAY L 1. Ft f �t� � � Y� a } t fi t i . � & ���� . > • }off s § � '4 1 : `:. 1 1',' ����Ls �d �' < d f} f x e 5 s' �� � 4 '`',' li 3Y " z y § j r ' t 1",-. ,:, i s , � ' --1';`, ; j 4 e t r s §° a iti dd 1 > ,..,-,;;,,,,. i 2 14 " ,, ,. 4i} , k � ,! '.". 1, ,"-,:"*. , 4 y f p S § � a a a i gat i- ** $ � ut s s.; c x fr a r. 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Application Instructions lnstrucciones de aplicacion Before installing this product, check local building codes for Antes de instalar este producto, consulte los codigos de their roofing requirements. construction locales para informarse sobre los requisitos These shingles are designed for new or reroofing work over de techado. any properly built and supported wood roof deck having Estas tejas han sido disenadas para la construction de adequate nail holding capacity and a smooth surface. techos nuevos o el arreglo de techos existentes sobre Check local building codes. estructuras de madera construidas correctamente y que poseen una capacidad adecuada de sujecion de clavos y una Precautionary Note: superficie lisa. Consulte los codigos de construction locales. The manufacturer will not be responsible for problems resulting from any deviation from the recommended Nota de precaution: application instructions and the following precautions: El fabricante no sera responsable de problemas que Sean Roof Top Loading: Lay shingle bundles flat. Do not bend over consecuencia de no seguir exactamente las instrucciones the ridge. de apiicacion recomendadas y las siguientes precauciones: Roof Deck: • 6" Maximum roof deck boards • Minimum ' /a" Carga sobre techo: Coloque los paquetes de tejas de manera plywood • Minimum' /6' OSB plana sobre el techo. No los doble sobre la cumbrera. Regardless of deck type used, the roofing installer must: Superficie del techo: • Tablas de superficie de techo de 6 pulg. maximo •'/a pulg. como minimo de madera terciada • r /6 pulg. como 1. Install the deck material in strict compliance with the deck minimo para paneles de fibra orientada manufacturer's instructions. Cualquiera sea el tipo de superficie utilizada, el instalador debe: 2. Prevent the deck from getting wet before, during and after installation. I. lnstalar el material de Ia superficie siguiendo estrictamente las instrucciones del fabricante de Ia superficie. Ventilation: Must meet or exceed FHA Minimum Property Standards. 2. Evitar que la superficie se moje antes, durante y despues de la instalacion. Handling: Use extra care in handling shingles when the temperature is below 40 °F. Ventilation: Debe cumplir o exceder as normas minimas para propiedades establecidas por el FHA. Storage: Store in a covered ventilated area at a maximum temperature of 110 °F. Stack in a flat fashion (maximum of Manipulation: Tenga mucho cuidado al manipular las tejas cuando 16 bundles high). Protect shingles from weather when stored la temperatura sea inferior a los 40 ° F. at the job site. Do not store near steam pipes, radiators, etc. Almacenaje: En un area cubierta y ventilada a una temperatura no Nails must be corrosion - resistant, 11- or 12- gauge, with heads at mayor de I10 °F. Apilar de manera plana (un maximo de 16 paquetes least %" in diameter. Staples must be 16 -gauge minimum, 15 /e" de altura). Proteja as tejas del clima cuando las almacene en el lugar minimum crown width, and sufficient length to penetrate /;' into de trabajo. No las almacene cerca de tuberias de vapor, radiadores, etc. wood decking or through APA rated roof sheathing. Staples are to Los clavos deben ser inoxidables, de calibre 11 6 12, con cabezas be corrosion - protected. de por lo menos % pulg. de diametro. Las grapas deben ser, como minimo, de calibre 16, con un ancho de corona de al menos 15 /6 pulg. y una longitud suficiente para penetrar 1/4 pulg. en la superficie Properly Driven Improperly Driven de madera o a traves de un revestimiento de techo que cumpla con Y QFdiameter _ Shingle las normas APA. Las grapas deben ser inoxidables. 9:7 A � b" I Bien colocado Mal colocado 45" min. Qa _dfametro min. Entablonado S pulg. �/• pufg. Teia All Fasteners must penetrate at least 1/4" into the wood deck or / /,I % / / / / / / / / / //I � /Ir /� completely through sheathing. r u ping. 45 pulg. min. Notice: Owens Corning recommends the use of nails as the preferred method of attaching shingles to wood decking or Todos los sujetadores deben penetrar al menos 1/4 pulg. other nailable surface. en la superficie de madera o atravesar completamente en los recubrimientos de madera terciada. Aviso: Owens Corning recomienda el use de clavos como metodo preferido para fijar tejas a superficies de madera u otras superficies aptas para clavos. Caution: Roof surface may be slippery, especially when El Cuidado: El techo puede estar resbalso, especialmente wet or icy. Use a fall protection system when installing. cuando ester mojado o helado. Utilice un sistema de protec- Wear rubber-soled shoes.Walk with care. cion contra caidas durante Ia instalacion. Use zapatos de Falling Hazard: Secure area below work and materials on hide. Camine con cuidado. roof. Unsecured materials may slide on roof. Place on level Peligro de caida de objetos: Por favor asegure el area que plane or secure to prevent sliding.Wear a hard hat. se encuentra debajo de la zona de trabajo y amarre los materiales al techo. Los materiales que no esten sujetos pueden resbalarse del techo. Coloquelos en un lugar queno tenga pendiente, o sujetelos para prevenir que se resbalen. Use un casco resistente. ' Specialty Eave Flashing: 1 Sp Eave Flashing ' Revestimiento especial WeatherLock® Underlayment rig. Revestimiento especial para alero • para alero: or equivalent eave and flashing Eaves flashing where required Membrana autoadhesiva membrane applied to a point at Revestimiento de alero, donde sea necesari y - J /�cc � WeatherLocle o membranes least 24" beyond interior wall line. �v//0-4. equivalente para alero y bordes See manufacturer's installation «� aplicada en un punto al menos instructions. See Fig. I. - 24 pulg. mas alla de la linea de Selbadhered membrane :It, P g r.lembranaautnadhesiva la pared interior. Consulte las 2r8e1ond interim / instrucciones de instalacion del wallline - j f C t Fig. I. 24 pulpg. ea interne mas ally $ de la de pared Wall line / Linea de pared i 2 Underlayment: c: i 2 Underlayment Standard Slope lmpermeabilizante: Standard 510 a 4" in 12" or more) rig. Pendiente estandar del impermeabilizante P ( ) Pendiente estandar (4 pulg. cada Application of underlayment, metal Slopes 4" in 12" or more 12 pulg. o mas) Pendientes de 4 pulp. cada 12 pulp. o mas drip edges and eave flashing: Aplicacion de impermeabilizante, See Fig. 2. 4 v e e.l seeme bordes de goteo metalicos y q u 6 ' min. •. eienesvenkales revestimiento del alero: Low Slope (2" in 12" to less than / a6 pt . smin. 4" in 12 ") Drip edge --.... Nails Consulte la Fig. 1. felt Cleves at Application of underlayment and metal a re a go tta g g Pendiente baja (2 pulp. en 12 pulp. drip ed es: See Fi . 1A. sobrefelpeen /' I _Felt over a men de 4 pulp. en 12 pulp.) hor de v ga y drip edge indinada ev at °e \ - x Felpa sobre Aplicacion de impermeabilizante 2' eorde de eo got Top lap 4" min. End lap nsl elero y bordes de goteo metalicos: Superposition Superposkidn final4pulp.min C la Fig. 2A. superior, 2 pulp. $ Fig. 2 q Underlayment Low Slope Pendiente baja del i mpermeabilizante Slopes 2" in 12" to less than 4" in 12" Pendientes de 2 pulp. cada 12 pulp., haste menos de 4 pulp. cada 12 pulg. Drip edge Bord de gore - 7g e d. s �� -�� de soteo 000 s ter[er Trip Bade �, 12"Endisp ! Su ptrpo kidn Walline final, 12 pulp. = Linea First and succeeding courses red are 36 "wide with 19" lap Primers Idlers a ?Warns siguientes de 36 pulp. de aecho ton 19 pulp. de superposition I 3 Chalk Lines: Fa I 3 Chalk Lines 3 Lineas de tiza: ■ To aid in shin le all nme nt, it is Li neas d e ti za g g Para facilitar la alineacion de las tejas, recommended that chalk lines be se recomienda hater marcas de tiza snapped on the exposed surface of ... (utilizando sogas impregnadas en ment to the underlayment prior shingle y 61s^ Y P g �- 6iS" tiza) sobre la superficie expuesta del application. See Fig. 3. 6 " PP $ - � impermeabilizante antes de colocar las \ - - - ,/ 1av,° tejas. Consulte la Fig. 3. 2 4 Shingle Fastening: F� A Standard Fastening Pattern 4 Fijacibn de tejas: Standard Fastening Pattern r gr 4 Esquema de fijacion estanda Esquema de fijacibn estandar See Fig. 4. 4 Nail Configuration Consulte la Fig. 4. Fasteners must be placed in the Conflguraciond Los sujetadores se deben colocar fastening area. See Fig. 4. en el area de sujecion. Mansard or Steep Slope Consulte la Fig. 4. Fastening Pattern See Fig. 4A. Esquema de fijacibn en REQUIRED: For slopes exceeding �'� �, v pendientes pronunciadas o 60 degrees or 21 inches per foot, mansardas Consulte la Fig. 4A. use six fasteners and four spots of '4111 REQUISITOS : Para pendientes as halt plastic cement per shingle. 53/4 Exposure Heirs 5 Exposure de mas de 60 grados o 21 pulg. P P P g 5K "de expositon Davos 5l4 "de exposition Apply immediately; one I" diameter por pie, utilice seis sujetadores y spot of asphalt plastic cement under cuatro pequenas cantidades de each shingle tab. Center asphalt plastic cemento plastico asfaltado por teja. cement 2" up from bottom edge of I ig �A Mansard or St eep Slope Fastening Pattern Inmediatamente, aplique una pequeria shingle tab. See Fig. 4A. r r j{ Esquema de fijaci para mansardas o pendientes agudas cantidad de cemento plastico asfaltado Roof Cement where required must 6 Nail Configuration de I pulg. de diametro debajo de meet ASTM D -4586 Type I or II Configuracidnde cada lengiieta de las tejas. Asegurese (Asbestos Free). de que el cemento plastico asfaltado este centrado 2 pulg. por encima del ,`'" borde inferior de la lengueta de la teja. 1 1r' — 0 '1 14-- 12 ---►I Consulte la Fig. 4A. Ilk Cuando sea necesario utilizar • cemento para techos, este debe Q1`% 5 Exposure Nails 51/2" Exposure cumplir con la norma ASTM D -4586 Sif "de exposition criVO9 5./. "de expozicidn Tipo I u 11 (sin asbestos). S Shingle Application: Fig 5 Shingle Application 5 Apiicacian de las tejas: Aplicacion de tejas Owens Corning Oakridge® shingles Las tejas Oakridge® de Owens Corning are applied with a 61/2" offset, with Starter Course se aplican con un desplazamiento de exposure, over prepared roof Hil i n i t i a l 5%" ex P P P 61/2 pulg., con uri'a superficie expuesta deck, starting at the bottom of the de 5% pulg., sobre superficies de roof and working across and up. techos preparadas. La colocacion This will blend shingles from one comienza por la parte inferior del bundle into the next and minimize Rake Edge —» techo y se realiza en forma transversal Bartle de viga any normal shade variation. i alinada sis„ hacia arriba. De esta manera, las tejas • Application with offsets of de un paquete se mezclan con las del 4" or 8" are also acce table. Then p nom left eneaga ----.. y f siguiente y se reducen al minimo as Recortar 6:£ ul .del ` " I Iro Trim Fro borde iz uie dog ,a, ,s edge variaciones normales de tonalidad. Caution must be exercised to assure R 6`6 Reverter 5'h pulg. del that end joints are no closer than bordederanrero Tambien se pueden aplicar tejas con 2" from fastener in the shingle below un desplazamiento de 4 6 8 pulg. and that side laps are no Tess than Asegurese de que las uniones de los extremos no se encuentren 4" in succeeding courses. Refer to course application steps a menos de 2 pulg. del sujetador de Ia teja que se encuentra mas for specific instructions. abajo y que las superposiciones laterales no lean de menos de 4 pulg. en las hileras siguientes. Consulte los pasos de aplicacion Starter Course: de hileras para ver las instrucciones especificas. Use starter roll or trim 5%" from the starter course shingle. Trim 61/2" off the rake of the starter course shingle and flush with the Hilera inicial: drip edge along the rake and eaves edge, and continue across the Utilice un rollo de inicio o corte a 5 pulg. de la teja de la hilera roof. Use 5 fasteners for each shingle, placed 2" to 3" up from inicial, de manera que el sellador este alineado con el borde del eaves edge. See Fig. 5. (If no drip edge is used, shingles must alero. Corte 61/2 pulg. desde la viga inclinada en la teja de Ia hilera extend a minimum of '' /a" and no more than I" from rake inicial y extienda. Mas alla de la viga inclinada y el borde del alero, y and eaves edge.) continue a lo ancho del techo. Utilice 5 sujetadores para cada teja, colocados a una distancia de entre 2 y 3 pulg. del borde del alero. Consulte la Fig. 5. (Si utiliza un borde de goteo, Ias tejas deben (continued on next page) extenderse un minimo de '/2 pulg. y un maxim() de I pulg. de la viga inclinada y el borde del alero.). (continua en la pagina siguiente) 3 S Shingle Application (cont.): Fig. 5A Shingle Application Aplicaci6n de las tejas (cont.): Aplicacion de tejas First Course: Primera hilera: First Course Apply first course starting with the full Primera Mere Coloque la primera hilera comenzando \�° l shingle even with the starter course. \� er ��ta� a con la teja cortada alineada con la See Fig. 5A. Fasten securely according - ..,„,e ' to fastening - hilera initial. Consulte to Fig. 5A. Sujete NO' firmemente de acuerdo con las instructions. See Fi . 4. � ` ' " g Hg. 5^s .. - � , ,I . • Rake Edge -- instrucciones de sujecion. Second Course: Bordederiga °° Consulte la Fig. 4. Incllnada , Remove 6'/t" from the left end of this `"�° ♦ Segunda hilera: shingle and apply the remaining piece over and above the first course shingle , Quite 61/2 pulg. del borde izquierdo and flush with edge of the first course de esta teja y aplique la pieza restante with 5%" exposure. See Fig. 58. Fasten sobre y por encima de la teja de la securely according to fastening instruc- primera hilera y al ras del borde de bons. See Fig. 4. Fi CD Shingle Application la primera hilera, con 5% pulg. de up Aplicacion de tejas exposition. Consulte la Fig. 58. Sujete Third Course: firmemente de acuerdo con las Second Course instrucciones de sujecidn. Remove 13" from the left end of this Segunda hilera shingle and apply the remaining piece , „ qa`a Consulte la Fig. 4. over and above the second course ' ° a a = N�iae' Tercera hilera: shingle flush with edge of the second ,.SF course with 5%” exposure. See � Quite 13 pulg. del borde izquierdo de Rake Edge Fig. 5C. Fasten securely according Borth deriga 1' / � esta teja y aplique la pieza restante • to fastening instructions. See Fig. 4. ma 0" -� sobre y por encima de la teja de la • ♦`A_ segunda hilera y:al ras del borde de Trim 6h ''• i b •• e_ 5 Fourth Course: fro left aaga r. \ "Exposure la segunda hilera, con 5/6 pulg. de Retorts, 61/2 pulg. , 5 pul exposition. Consulte la Fig. 5C. Sujete Remove 19'/2" from the left end of del horde izquierdo this shingle and apply the remaining firmemente de acuerdo con las piece over and above the third course instrucciones de sujecidn. shingle and flush with edge of the third Cr Shingle Application Consulte la Fig. 4. course with 5 exposure. See Fig. 5D. Fig, V Aplicacion de tejas Cuarta hilera: Fasten securely according to fastening instructions. See Fig. 4. ThhdCourae Quite 191/2 pulg. del borde izquierdo Tercera hilera hs ttq • �v.� ° de esta teja y aplique la pieza restante f u�` D Jt° "� - sobre y por encima de la teja de la No .0.- - (continued on next page) v,- tercera hilera y al ras del borde de t la tercera hilera, con 5 /s pulg. de Rake Edge — exposition. Consulte la Fig. 5D. Sujete Garde de viga inclined firmemente de acuerdo con las instrucciones de sujecidn. Tri13' 13 " Consulte la Fig. 4. Irom left edge , Retorts, 13 pulg. del borde izquierdo (continua en la pagina siguiente) Fig 5D Shingle Application , Aplicacion de tejas Fourth Course Cuarta hilera oc`f`1l ° „o yan� `^ a da . B *tl lid f om le from left Recortar 19% pulp. del borde izquierdo 4 S Shingle Application (cont.): Fi l [C Shingle Application 5 Aplicacidn de las tejas (cont.): iiG Aplicacidn de tejas Fifth Course: Quinta hilera: Fifth Course Remove 26" from the left end of this ouintahflera ° o ° t• , Quite 26 pulg. del borde izquierdo shingle and apply the remaining piece ,,po; `` " '" , de esta teja y aplique a li ue la pieza restante - ' -,/ over and above the fourth course „,,,:‘,.,,,,,,,10000•A, qls �♦..� sobre y por encima de la teja de shingle and flush with edge of the Rake Edge, • a , • , la cuarta hilera y al ras del borde P Rordedeei , ♦, : lg. de . ..' de la cuarta hilera, con Fig. SE fourth course with 5 /a” exposure. nr ,0C,', See Fig. 5E. Fasten securely according ♦ ♦ t exposition. Consulte la Fig. 5E. Sujete to fastening instructions. See Fig. 4. / z6" '. :♦`♦.� firmemente de acuerdo con las : instrucciones de sujecion. Sixth Course: S. Consulte la Fig. 4. Trim 26" from left edge Remove 32'/" from the left end of Retorter 26 pulg del borde Izqulerdo this shingle and apply the remaining Sexta hilera: piece over and above the fifth course Quite 321/2 pulg. del borde izquierdo shingle and flush with edge of the fifth Fig 5F Shingle Applicatio de esta teja y aplique la pieza restante course with 5 " exposure. See Fig. 5F. , A plicacidn de tejas sobre y por encima de la teja de Fasten securely according to fastening la quinta hilera y al ras del borde instructions. See Fig. 4. s \ °, of de la quinta hilera, con 5% pulg. de g Serra hilera �k . oe - t ° " � s'":e? ' ' exposition. Consulte lo Fig. SF. Sujete Succeeding Courses: "°o ^•D .♦�' firmemente de acuerdo con las f 1`'� • instrucciones de sujecion. For succeeding courses, repeat first • through sixth course. See Fig. SG. 6; / ' . ♦'� Consulte la Fig. 4. 3 / , ♦ 2 ° � ♦ ♦ % ..... 3 'h . , , ♦ Hileras siguientes: � '♦ : .. , Para las hileras siguientes, repita los Trim 32V," from left edge pasos que se indican desde la primera Retorter 32. ping. del borde izquierdo hasta la sexta hilera. Consulte la Fig. 5G. Fig, 5G Shingle licacidn Applic de tejas Succeeding Courses Hileras siguientes u<' �♦ b � b e t he �� ����� .♦ 5 �+° $ • « � �� ,• 5 6 Valley Construction: Fi 6 Closed -Cut Valley Construction 6 Construcci6n del canal: e Construccion con canal de corte cerrado Canal con corte cerrado Closed - Cut Valley See Fig. 6. Consulte la Fig. 6. A closed -cut valley can be used as an ' 61 Min. minim, alternative and is applied as follows: Revemimimto inte V riorde canal aOei I l i Como alternativa, se puede utilizar l -- Extra Nail Clavo extra una limahoya con canal cerrado que Lay a 36" -wide valley liner of self- underlayment — 1 M phah Roof Cement se aplica de la siguiente manera: Membrane de adhered membrane underlayment or impe,meabilime! , +♦ ° Cements pare techos de asfalto equivalent. A 36" -wide minimum 50-lb. + ♦ ∎ Coloque un revestimiento de limahoya - smooth surface roll roofing can also - 40 ► c r de impermeabilizante de membrane . .e . 1 ,0,0 Rerntares be used as a valley liner. 14p V�A.0� h1y autoadhesiva o equivalents de 36 pulg. � Lay all shingles on one side of valley ♦�♦��♦�i♦.♦ de ancho. Para revestir la limahoya, `. � � ♦. ♦�'♦ 12.. , tambien se puede utilizar un rollo de and across center line of valley a ♦�� �� • ceMe nne ♦ Lineaeentral * e techado de superficie Ilse de 36 pulg. minimum of 12': Fasten a minimum of 00° ' de ancho y un minimo de 50 libras. 6" away from center line on each side of valley. Coloque todas las tejas sobre un lado Strike a chalk line 2" from the center del canal y a traves de la linea central line of the unshingled side. Apply del canal al menos 12 pulg. Sujete a un minimo de 6 pulg. desde la linea shingles on the unshingled side up to central a cads lado del canal. the chalk line and trim, taking care not to cut the underlying shingles. Marque una linea de tiza a 2 pulg. de Clip upper corners of these shingles, la linea central del lado que no tiene cement and fasten. tejas. Coloque las tejas del lado que Both woven and metal valleys are no tiene tejas hasta la linea de tiza y acceptable alternatives. recorte, con cuidado de no cortar las tejas que se encuentran debajo. Una los extremos superiores de estas tejas, coloque cemento y sujete. Se pueden utilizar canales de tejido o metal. 7 Step Flashing: Fi 7 Step Flashing 7 Revestimineto escalonado: Use 10" x 7" corrosion - resistant metal gr Revestimiento escalonado Utilice metal resistente a la corrosion where roof planes butt against vertical de 10 x 7 pulg. en los puntos en los 2" Top lap que los planos del techo se unan a sidewalls or chimneys. See Fig. 7. superuosieidn Metal fleshing sups^ 2pulg 7 Neil Racking to root to el lathe las parades laterales verticales o a 10 't t I Clever revestimien RevesRm +snap I l / � t / ® m , chimeneas. Consulte la Fig. 7. t 70 pul&g. g. n x o 1 pulg. /`i�► �iy / / '�Tr�dr OP 8 Hip & Ridge Application: Q Hip & Ridge Application Q Colocaci6n de caballetes y Use High Ridge Hip & Ridge shingles. Fig. V Preparacion de las tejas para caballetes ycumbreras V cumbreras: Follow application instructions as pravailfngWind Direetion Utilice tejas para lima tesa y cumbrera. printed on the High Ridge Hip & Ridge Direccidnpredominente del viento Siga las instrucciones de colocacion del 8" Exposure envoltorio. Consulte la Fig. 8. carton. See Fig. 8. -41"---- Bpulg.deaxpos ► - /' /'�� D Festerin D ori n Dlstencia de Ri 9 p !g. ,�, ., `— 1 6 d t s f ' t .w n 7; 4 r te z't i .. c y Y A s °. I , f t 4 P .F 2 tx k l Y 3�' ''9 ,r .� 4 Sw ;t � c'I i i ' , p z y 1, S k �� � y �&*1xa� i ,,, to F pk a � ! ' - G P s ��� s t v" 1 ��x''S ,j 11, rz ti : y x a.. l' '..++= � �^s r ;, r + � �. r... 4 I r t e. i 7 _ tR , � ''' �, . If( ' Z. f : t& it :, ( ,, „, s s 2 k, ,i P= , t rf i ' t „4 L t `� i ' � Y Y 3 i x C g V qtr ( app z ru 9 , � 2s ' t ��' i n om” y , P �e s k a ' s > a ��;u kr :j ^x a �Y : i f For more information on Owens Cor ro p t ot ucts rand of our wide ran t� buiidng products and systems it "sir t eat us ' ,,F ` s . - p' a ' t , �. Fi r s fr r;r ' �. d { h fia � F �3 µ � 1 = 800 GET�PINK'" I ww iv. wenscor .hll* on'i ,...4,=:-,--4,1.= E � �} y " k ..3 b p . {mk �'is i S t 1 S4 : k ! v. 7 4 „ d -'�'tli r Ay` � a > :' ' ' : a y �z iA Se +jt 7 xa d n ii t 0 WFN S CORNING RO AND ASPHALT LLD � � ' ONE OWENS CORNING PAR t ,. r' n s .sra y OweN TOLEDO, OHIO, USA 43659 f F "£'� k CAItr a , �4 Y85d•G�1PINK" #t �b a y �p „ ^ 9g 5 y t t iNNOYAtI NS FON II�ING wwW owes sc niiig _. + y ? � m j > , Pub. No.1000328t� Ptitlted iri U.S.A, Febrtiaty2()07.THE PINK PANTWER gt ms s- a © 1964 200 7Metro - Goldwyn- Mayer5tudiosInc.Alt Rights Reserved.Theaolor , PINK is rngistoredtradem .020D7OwensCorhing. ^ c i r{ • Y 5 ?a ; 4 F { t, i '.f t F � ff kt • I'asL,o County Parcel: 03- 26 -21- 0130- 00000 -0660 001 Page 1 of 2 Search Again Show Map Generalized Building Schematic Frequently Asked Questions Estimate Taxes Other Agency Data: Tax Collector School Board Supervisor of Elections Data Current as Of: I Weekly Archive - Saturday, February 14, 2009 Parcel ID 03- 26 -21- 0130 - 00000 -0660 (Card: 001 of 001) Classification 02 - Mobile Homes Mailing Address 2008 Final Tax Roll Values (Oct 9, 2008) GOODSPEED ROBERT E & MARY E Ag Land $0 3782 N STATE RD 3 Land $23,400 HARTFORD CITY, IN 473489596 Building $37,740 Physical Address Extra Features $1,103 37639 PRADO PL ZEPHYRHILLS, FL 33542-7915 Market Value $62,243 LegalDescrl (First 4 Lines) Assessed (Save Our Homes) $0 ZEPHYR RIDGE Taxable Value $62,243 PB 26 PG 78 -80 LOT 66 OR 1997 PG 794 Land Detail (Card: 001 of 001) I I Line 11 Use IlDescriptionll Zoning I Units II Type II Price II Condition I Value I 1 0200 MSUBM 00M1 6,000.00 SF $3.90 1.00 $23,400 Additional Land Information I Acres 1 0.14 Tax Area II 30ZH II FEMA Code II X IlResidential Codell ZIDELP1 I I Building Information - Use 02 - Mobile Home (Card: 001 of 001) Year Built 1989 Stories 1.0 Exterior Wall 1 Average Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Plywood Panel Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C None Baths 2.0 Line I Description 1 Sq. Feet 1 Repl. Cost New 1 I BAS 972 1 $49,864 1 2 1 FSA 1 140 1 $3,232 1 3 FOA 11 130 $1,693 4 I FCA 11 444 $4,566 5 FST 11 108 1 $2,514 Extra Features (Card: 001 of 001) Line II Description 0 Year 1I 11 Units 11 Value 1 I I DWC 11 1989 11 444 II $683 1 2 CAC -4 11 1989 1 $420 Sales History Previous Owner 11 ZEPHYR RIDGE INC 1 Year 11 Month 11 Book /Page 11 Type I Amount 1991 11 03 11 1997/ 0794 II WD I $12,000 1987 1 08 11 1633 / 0186 1 QC 1 $0 1 http: // appraiser. pascogov. com/ search /parcel. aspx ?sec =03 &twn= 26 &rng =21 & sbb= 013 0 &bl... 3/9/2009 �'aseo County Parcel: 03- 26 -21- 0130 - 00000 -0660 001 Page 2 of 2 Search Again Show M p Generalized BuildiniSchematic Frequently Asked Questions Estimate Taxes Other Agency Data: Tax Collector School Board Supervisor of Elections http : / /appraiser.pasco gov . com/ search /parcel. aspx ?sec =03 &twn =2 6 &rng =21 & sbb= 013 0 &bl... 3/9/2009