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HomeMy WebLinkAbout10-10936 c� CITY OF ZEPHYRHILLS 5335 — 8TH STREET • (813)780 -0020 10936 BUILDING PERMIT Permit Number: 10936 Address: 37128 CULLENS TRL LT 77 Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: SILVER OAKS Est. Value: Parcel Number: 03- 26 -21- 0180 - 00000 -0770 0 Improv. Cost: 2,400.0 � Date Issued: Name: KUPCZYK, RAYMOND & PAMELA Total Fees: 67.50 Address: 11 S351 DOWNERS DR Amount Paid: 67.50 LEMONT IL 60439 -9693 Date Paid: 9/27/2010 Phone: (630)484 -6264 Work Desc: REPLACE 16 X 7 GARAGE DOOR a a, �s e w 1;'° a r mot. 1 r :. V 3, MA CIA 1 -_n 1 :t as p .7.50 r :/AaQ_ c •N FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE —METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection 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 in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." CO TRACTOR GNATURE PERMIT OFFI ■1 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 it 1 U q , Building Department Date Received ` %P D _ / one Contact for P • I • �T/ 1 0 / Owner's Name Q. ✓NLC7Y I K 'i - Z + 1 1 Owner Phone Number C 3 ©' �O �'id y Owner's Address 1I S w 1 I� 4 /'rr'o ( Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address Co B ADDRESS / 7 2 � ` ; e44, Tea - ( / /� ( LOT # �y� SUBDIVISION PARCEL ID# 03 -,96 ,) I - O /g0 - 0000o -Oil C (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR n ADD /ALT ( 1 SIGN n n DEMOLISH INSTALL I 1 REPAIR 01 PROPOSED USE n SFR n COMM 1 1 OTHER " v , TYPE OF CONSTRUCTION n BLOCK n FRAME 1 1 { STEEL n 1 .4,1 DESCRIPTION OF WORK a ce_- ' ( l` G ° Y 1 r Oc w Stl tM Q S i z t BUILDING SIZE SQ FOOTAGE HEIGHT IXIBUILDING $ / 9 VALUATION OF TOTAL CONSTRUCTION 1 (ELECTRICAL $ AMP SERVICE n PROGRESS ENERGY n W.R.E.C. nPLUMBING $ 1 !MECHANICAL $ • VALUATION OF MECHANICAL INSTALLATION nGAS n ROOFING n SPECIALTY 1 1 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 NO 11111111 11111111111 11 BUILDER • i COMPANY lCl i�^'L ! 4 lYtfca 1 J - g - SIGNATURE REGISTERED y FEE CURREN ;i. Address 0 S.09 1,2J4--k S_ Q License# eBC it? CV 9 5 3 ELECTRICIAN COMPANY SIGNATURE REGISTERED 1 Y/ N ! FEE CURREN 1 Y/ N 1 Address I License # PLUMBER COMPANY SIGNATURE REGISTERED l Y/ N 1 FEE CURREN 1 Y/ N 1 Address License # MECHANICAL COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURREN 1 Y/ N I Address I 1 License # OTHER COMPANY SIGNATURE REGISTERED I Y/ N ! FEE CURREN l Y/ NI 1 Address License # I 1111111111111111111 111111111111111111111111111111111111111111111111 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. – hl 1 1 1 1 1 1 1 1 1 1•• 1 1 1 1 1•••• 1 1 1 1•• 1•• 11 1•••• 1•• 1 .-I -F. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) -- Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences (PIot/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 not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPRO MENTS TO Yr) UR PROPERTY. IF YOU INTEND OBTAIN FINANCING, CONSULT WITH YOUR LENDER ) • • � • Y B FORE RECORDING YO ' i� I 11C1i1 ENC ENT. FLORIDA JURAT (F.S. 117.033) � � OWNER OR AGENT CONTRACTOR Subs bed nd worn to .r affirpued) jsef...;- , e this , s Subsirhed and sw• n to (orb ffir ed) -efore me his / k e. t i ' c�) Ai., - i /.% by . , i�__ /!S Zoor _ l ho i r_e�ers9nally known to me or has/have pr...t ed Who is/are personally know to me or has e produced as identification. as identification. bik N otary Public --d Nota Public Commi ion No. , . , � Comm . ion No. LINDA MANCUSO „1 ,w o I t � „ISSION #DD671957 MY COMMISSION #DD671957 Name of • .. 1y ed, p ess 2011 Name of Notary typed mpe • r• r ° Bonded through 1st State Insurance i Bonded through 1st State Insurance li >Q9 I I I I I I I I I 11 ' AI I 2�' '► a I� r N C m 3 ti 1 liP c ' - -...6; f_ . 4 . ,. : IV Zap • m 6 ic ! ; !1 a A • 3h, WA 4 -1 ✓ _ = w� t 15 A p D g f N € • 4 H 01111111,,L'I o o z� p S i Ii I i i I ' I► i t � '� s 1 � : Cr' C - .;' 11 4 9 ) 1 - • r i '■4 i _ ,..2 --< ,. . n , R1 2 I I. I 1 1 I q Z Ega £ P ii.'". b I: 1 ' 4 J . 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Each section was reinforced with two (2) 3" deep x 20 gauge galvanized steel struts. The door sections were connected together with one (1) 14 gauge galvanized steel end hinge at each end stile and one (1) 14 gauge galvanized steel center hinge at each of the three center stiles as shown on the drawing. Garage door Model No. 1500D manufactured by Amarr Garage Doors was used in the test. The test unit is further described on drawing SBC -580 -019. Witnessed by: Tony East - Amarr Garage Doors Danny Joyner - Amarr Garage Doors Thomas L. Shelmerdine, PE - STRUCTURAL SOLUTIONS, P.A. Manner of Testing: The specimen was tested for static pressure structural performance in substantial conformance with the procedures described in ASTM E330 -90 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Both positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 4' deep, 9' high, and 20' long. The enclosure was framed with shop welded steel angles and covered with 3/4" thick plywood. The door was covered with plastic sheeting to prevent leakage of air pressure. At one end of the enclosure, a "Dwyer" Series 477 Digital manometer was attached to measure pressure inside the enclosure. Two duct fans were attached in series to the enclosure with flexible ducting to provide the positive and negative pressures. STRUCTURAL SOLUTIONS, P.A. Page 2 of 2 Structural Performance by Static Pressure (ASTM E330 & DASMA 108 -99) The specimen was subjected to the following structural loadings and durations. Positive pressure was applied first, and then negative pressure. Test pressures were based on a 15' mean roof height for 110 mph fastest - mile wind speed (130 mph 3- second gust) with 5' in the Edge Strip. Test Procedure Step 1. Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2. Unload the door for 1 to 5 minutes. Step 3. Load the door to 100% of the Design Pressure and hold for 33 seconds. Step 4. Unload the door for 1 to 5 minutes. Step 5. Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. Positive Pressure (Load Applied on Exterior Face of Door) Preload Pressure + 14.8 psf Design Pressure + 29.5 psf Test Pressure + 45.3 psf Negative Pressure (Load Applied on Interior Face of Door) Preload Pressure - 14.8 psf Design Pressure - 29.5 psf Test Pressure - 45.3 psf Observations No failures occurred as a result of the noted loadings. The door remained operable after both tests. ,Summary The 16' x 7' Model 1500D as described on Drawing SBC -580 -019 meets or exceeds the testing criteria as described above. By comparison to the construction of the 16' x 7' Model 1500D, the following doors also meet or exceed the testing criteria, as shown in the attached calculations: - Modq4 of the following widths and heights: 15'-8", 15'-6", 15'-0" , 14'-0", 12'-0" and 1Q;a'Owi� -6 " and 8' -0" high. Sub h .�. i STRUC7o a ` s `' 0. q $ Thomas L' % President ' x ' 1 •• , 1 it kt∎to r Florida PE 0048579 STRUCTURAL SOLUTIONS, P.A. STRUCTURAL SOLUTIONS, —. P:A. Project Amarr Garage Doors No.: 2K - 014 5509 West Friendly Avenue; Suite 103 Location Winston - Salem,. NC Greensboro, North Carolina 27410 (336) 856 - 2686 Date 9/11/00 Sheet J of 1 From Thomas L. Shelmerdine, PE Comparison of T High Doors versus 6 High Doors The doors used in the tests are 7' high doors. These calculations show that 6' -6" high doors of similar construction are structurally adequate. The difference between the 7' Door and the 6'x6" Door is the size of the sections. The 7' Door has (4) -21" high sections, where the 6'-6" Door has (2) -21" and (2) -18" sections. The size and quantity of struts, stiles, hinges, jamb brackets, and rollers are the same. The design pressures and test pressures for "Components" as defined in the Building Code vary with the surface area of the item under investigation. The larger the area, the lower the pressure. Therefore, the required test pressure for the 6 Door is slightly larger than the 7' Door. The difference is 1 to 2 percent. Let's say it is 5% larger for the 6' -6" Door. Let's compare the actual load on each element of the doors. The tributary height per hinge is 21" for the 7' Door, versus (21 +18)/2 = 19.5" for the 6' -6" Door. Therefore, the load per hinge is 19.5/21 x 105% = 97.5% of the 7' Door. The actual Toad to be resisted by the hinge is less for the 6' -6" Door. This comparison of tributary height also applies to the struts, rollers, jamb brackets and other elements of the doors. CONCLUSION The 6'-6" High Door is structurally adequate as compared to the 7' High Door. -17- . : i*; 4 � r�, s " f o r lit " 0 � + ,� r„. lit • a e •., J L • STRUCTURAL SOLUTIONS, P.A. Project Amarr Garage Doors - No.: 2K -014 5508 -B West Friendly Avenue, Suite 103 Location Winston - Salem, NC Greensboro, North Carolina 27410 (336) 856 -2686 Date 9/11/00 Sheet 1 of 1 From Thomas L. Shelmerdine, PE Comparison of 16'x7', 16'x7' -6" and 16'x8' doors The 16'x7' door is the size used in the tests. These calculations show that the 16'x7' -6" and 16'x8' doors of similar construction are structurally adequate. The components that are different are tabulated below. ITEM 16'x7' 16'x7' -6" I 16'x8' Number of Sections 4 5 5 Section Size 4 @ 21" each 5 @ 18" each 2 @ 21 ", 3 @ 18" Number of Struts 8 10 10 Number of Rollers 5 6 6 Number of Jamb Brackets 4 5 5 Number of Hinges 3 per Stile 4 per Stile 4 per Stile Surface Area 112 sq. ft. 120 sq. ft. 128 sq. ft. Test Pressure "X" psf Less Than "X" Less Than "X" The design pressures and test pressures for "Components" as defined in the Building Code vary with the surface area of the item under investigation. The larger the area, the lower the pressure. Therefore, the required test pressures for the 16'x7' -6" and 16'x8' doors are Tess than the tested door. The size of each section in the 16'x7' -6" and 16'x8' doors are identical to or smaller than the sections in the 16'x7' door. Therefore, each section of the 16'x7' -6" and 16'x8' doors are required to resist less Toad than the tested door. Each of the four sections has two reinforcing struts on the 16'x7' door. The 16'x7' -6" and 16'x8' doors have two struts on each of five sections. Therefore there are two more struts on the 16'x7' -6" and 16'x8' doors. The resulting tributary areas per strut on the 16'x7' -6" and 16'x8' doors are equal to or less than the tributary area per strut on the 16'x7' door. Therefore, each strut on the 16'x7' -6" and 16'x8' doors is required to resist Tess Toad. This comparison of tributary area also applies to the rollers, hinges and jamb brackets. CONCLUSION , wit ofii �s Each element of the 16'x7' -6" and 16'x8' doors is required to resist less pressuq r s,eSileke l fbe 16x7' door. Therefore, the 16'x7' -6" and 16'x8' doors are structurally adequate , - lila. -,n$901:4,;•.' t. 7 Yid b'. 2 -STRUCTURAL SOLUTIONS, P.A. Project Amarr C- rage Doors No.: 2K -014 5509 -B West Friendly Avenue, Suite 103 Location Winston - Salem, NC Greensboro, North Carolina 27410 (336) 856 -2686 Date 9/11/00 Sheet 1 of 1 From Thomas L. Shelmerdine, PE Comparison of 16'x7' door and 15' -8 ". 15' -6 ", 15' -0 ". 14'. 12' and 10' wide doors The 16'x7' door is the size used in the tests. These calculations show that 15' -8 ", 15' -6 ", 15' -0 ", 14', 12' and 10' wide by 7' high doors of similar construction are structurally adequate. The design pressures and test pressures for "Components" as defined in the Building Code vary with the surface area of the item under investigation. The larger the area, the lower the pressure. Therefore, the required test pressures for the smaller doors are slightly larger than the tested door. The surface areas and required test pressures for each size door are tabulated below. Note that the pressures used in these calculations are larger than required by Code. The number of interior stiles with hinges for each door are also tabulated below. Because of the different widths, the tributary area to each interior hinge varies. All other components of the various doors are identical. ITEM 1 16'x7' 1 15' -8 "x7' 1 15' -6 "x7' 1 15'x7' I 14'x7' 12'x7' 1 10'x7' I Surface Area, sf 112 109.67 108.5 105 98 84 70 Test Pressure "X" psf 1 to 2% > "X" 1 to 2% > "X" 1 to 2% > "X" 1 to 2% > "X" 2 to 3% > "X" 4 to 5% > "X" Pressure to Use "X" psf 102% of 'X" 103% of "X" 104% of "X" 105% of "X' 110% of 'X" 110% of "X" Compare Strut 100% 15.67 15.5 15 14 * 12 10 * Stress to 16'x7' 102 % = 97.8% 103 % = 96.7% 104 % = 91.4% 105 % = 80.4% 110 % = 61.9% 110 % =43.0% No. Interior 3 3 3 3 4 3 2 Stiles w/ Hinges Tributary Area 21 "x48" 21 "x47" = 21'x46.5" = 21 "x45" = 21"x36" = 21'x36" = 21 "x36" = per Hinge, in = 1008 987 976.5 945 756 756 756 Compare Hinge 100% 987/1008 976.5/1008 * 945/1008 * 756/1008 * 756/1008 * 756/1008 Load to 16'x7' 102 % = 99.9% 103 % = 99.8% 104%=97.1% 105 % = 78.8% 110 % = 82.5% 110 % =82.5% The stress in the reinforcing struts is a function of the square of the length. The strut stresses in the 15' -8 ", 15' -6 ", 15' -0 ", 14', 12' and 10' wide doors are all Tess than the strut stress in the tested door. The load to each interior hinge is a function of the pressure and the tributary area to each hinge. The hinge loads of the 15' -8 ", 15' -6 ", 15' -0 ", 14', 12' and 10' wide doors are all less than the hinge load in the tested door. This comparison of tributary area also applies to the rollers, jamb brackets and other elements. CONCLUSION The 15' -8 ", 15' -6 ", 15' -0", 14', 12' and 10' wide by 7' high doors are structurally adequate,0 8' "` M9 the 16'x7' � , � - door. � +\��� Y* A;, 7.� ' . ti .�. ,4$&7 rws � - i r ••. R- 1 IA 14 00' Pasco County Parcel: 03 -26 -21 -0180- 00000 -0770 001 Page 1 of 2 Data Current as Of: I Weekly Archive - Saturday, September 11, 2010 Parcel .ID l i 03- 26 -21- 0180 - 00000 -0770 (Card: 001 of 001) Classification 01 - Single Family Mailing Address Property Value KUPCZYK RAYMOND J & PAMELA S Ag Land $0 115351 DOWNERS DR Land $32,655 LEMONT IL 60439 -9693 Building $109,584 Physical Address Extra Features $14,068 37128 CULLENS TRL ZEPHYRHILLS FL 33542 Market Value $156,307 Assessed (Save Our Homes) $130,621 Legal Description (First 4 Lines) Homestead 196.031 - $25,000 See Plat for this Subdivision "' Non - School Addition& Homestead Exemption - $25,000 STEPHEN'S GLEN AT SILVER OAKS PHASE THREE Non - School Taxable Value $80,621 PB 32 PGS 54 -55 School District Taxable Value $105,621 LOT 77 Warning: A significant taxable value increase may occur when sold. Click here for details and info. regarding the posting of exemptions. Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value 1 0100 SFR OPUD 6,000.00 SF 1 $5.06 l 1.00 I $30,360 l 2 0100 SFR OPUD 1 2,250.10 1 SF 1 $1.02 U 1.00 0 $2,295 I I Additional Land Information I Acres II 0.19 II Tax Area 11 30ZH II FEMA Code II X IIResidential Codell SIVLLP1 I Building Information - Use 01 - Single Family Residential (Card: 001 of 001) I Year Built 1996 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring '1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C Central Baths 2.0 I Line ll Description II Sq. Feet I l Repl. Cost New I 1 II BAS II 1,623 Il $111,062 I 2 FOA 308 $5,269 3 FOP 95 $1,642 4 J - -- FCR �1 99 $10,949 Extra Features (Card: 001 of 001) I Line Description Year Units Value 1 DWSWC 1996 692 $1,021 I 2 1 POOL -6 2005 288 $8,928 I 3 I BRK PTO 2005 340 $1,122 I 4 ll SCRN -AF 11 2005 ll 1,332 II $2,997 I I Sales History I Previous Owner 1 HILDERBRAND DONALD W & I Year Month Book /Page Amount 2010 05 8347 / 1613 WD $170,000 1996 09 3636 / 0082 WD $97,900 1996 01 3520/0666 WD $0 http: / /appraiser.pascogov. com/ search /parcel. aspx ?sec =03 &twn= 26 &rng =21 &sbb= 0180 &b... 9/15/2010 ti City of Zephyrhills BUILDING PLAN REVIEW COMMENTS ontracto omeowner: C: 7127g4 — X l t.Q�L �'....m S 4 Date Received: 9 /0 Site: _ � r _ ` i / v Permit Type: i rdA0 , , 4Ci Q _- Approved w /no comments. Approved w /the below comments: ❑ Denied w /the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. .4041.0a) SEP 1 4 2010 Kalvin Switzer — Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) r MAR-LIN Quality Finishes, Inc. 8509 Sunstate St. Suite 202 Tampa, FL 33634 CBC 1254953 Phone: 888 - 271 -9000 Fax: 813 - 886 -1134 September 15, 2010 To Whom It May Concern: I Salvatore J. Basile, owner and Qualifier for Mar -Lin Quality Finishes, Inc. give permission to Mr. William Carson to pick up permits for garage doors. If you have any questions, or require any further information, please do not hesitate to contact me at 813- 886 -1604. Thank you for your assistance. Mar -Lin Quality Finishes, Inc. o alvatore /. Basile President The foregoing instrument was signed before me on C A r ,l i ' Who ( V5 is personally known to me or ( ) provided the following proof of identification: Notary's Signature: l+ �l /C- ,e-E-/( Seal: LINDA MANCUSO 4.9 MY COMMISSION #DD671957 EXPIRES: MAY 08, 2011 Bonded through 1st State Insurance