The URL can be used to link to this page

Home My WebLink AboutSUBMITTED PAPERSDAIX: PERMIT NUMBED 1 I (;),. — PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUH.DING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SC Fort Pierce, FL 34982 ANNEL) (772) 462-1553 By t, �uriA APPLICATION FOR REPLACEMENT OF County. WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER: 1 b � �� 3 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: V-eI?(ar �rus<61� 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMATION 6. Name: fDh ( r W aMar •^d Address: ti 762 Cn4-(•, 4. 1PA UJ e City: � At Pi � � State: ~ A Zip: 3 `ta;-) Phone: 7 71 - 4`*3 +025 CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #: Business Name: Phone Number: - — Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 30 mph 40 mph Windows & Skylights Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size 6v nRays C- Size 7. VALUE OF CONSTRUCTION: S 102 Q 0 , O O FEES DUE: [, '! RECEIPT: �� , > 1 OWNERS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. t t "-'�a`'ber - PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF, �- ACKNOWLEDGED BEFO , TIUS DAY OF 201, BY b 14- 0 "'016 1 WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED ATIO . TYPE PRINT N ` t1R LAM. HUFF SIGN OF NOTARY MY CAMAS sso # EE M'5N 2015 TITLE: NOTARY PUBLIC COMMISSION NUMBER " ` ` EXPIRES: Apd1�1? NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEN R PAYING k. ST. LUCIE COUNTY Vinyl Siding 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 [] Attach 2 copies of the NOA or Florida approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No Applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 S' Planning & Development Services Department MQ,�, Building & Code Regulations _s a 2300 Virginia Avenue Fort Pierce, Florida 34992 (772) 462-1553 ZM STATEMENT .= State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how Meet the minimum code. �✓ I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial 6 I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable r the Initialcost of the license. I understand that if any person that is unlicensed and uninsured gets injured on my construction project- sation. I could be held liable for all doctor, lawyer and related me they may be entitled to workmen's compen cost, which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this 2� day of !QCc— of 20 JL__. OwnerBuilder Signature STATE OF FLORIDA COUNTY OFl_�� The orego. g instru t wa acknowledged before me this <` day of , 20IL, by who is personally known to me, or who has produced as identification. � Q Signature of otary Type or Print N e of Notary , 1RnY ANGEIA M. HUFF Commission ber : ._= MY COMMISSION # EE 0i3 W Title: Notar ublic EXPIRES: April 12, 2015 Banded Thru Notary Public Undwmil s SLCPDSD Revised 07/22/2010 r 0 • MM�IAAI• ILDADE 3i BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 www.maimidade.2ov/buildin2code Raynor Garage Doors 1101 E. River Road Dixon, IL 61021 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Showcase/Masterpiece/TC200 9' wide Sectional Steel Garage Door APPROVAL DOCUMENT: Drawing No. P-3305, titled "Spec. Wind Load Showcase / Masterpiece / TC200", sheets 1 through 3 of 3, dated 07/31/07, with last revision B dated 08/29/08, prepared by Raynor Garage Doors, signed and sealed by Richard A. Baumann, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 08-0709.12 Expiration Date: December 11, 2013 Approval Date: December 11, 2008 Page 1 Raynor Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS Drawing No. P-3305, titled "Spec. Wind Load Shocase/Masterpiece/TC200", sheets 1 through 3 of 3, dated 07/31/07, with last revision B dated 08/29/08, prepared by Raynor Garage Doors, signed and sealed by Richard A. Baumann, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of a 9'x 7' Showcase/Masterpiece/TC200 Sectional Steel Garage Door, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493-0205-08, dated 03/12/08, signed and sealed by Vinu J. Abraham, P.E. 2. Test report on Tensile Test per ASTM E8, of steel sheet, prepared by Certified Testing Laboratories, Test Report No. 0156Q, dated 04/01/08, signed and sealed by Ramesh Patel, P.E. 3. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized painted steel, prepared by Wendler Engineering Services, Inc., dated 09/25/08, signed and sealed by Richard A. Baumann, P.E. C. CALCULATIONS 1. Jamb attachment verification calculations, prepared by Wendler Engineering Services, Inc., dated 05/16/08, signed and sealed by Richard A. Baumann, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Carlos M. Utrera, P.E. Product Control Examiner :VOA No. 08-0709.12 Expiration Date: December 11, 2013 Approval Date: December 11, 2008 E-1 Raynor Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Test report on Surface Burning Characteristics, per ASTM E84 of Type IX EPS, Report No. 3147467SAT-001, prepared by Intertek Testing Services, NA, Inc., dated 04/10/08, signed by Chris Bowness, P.E. 2. Test report on Self -Ignition Temperature per ASTM D1929 of Type IX EPS, prepared by Intertek Testing Services, NA, Test Report No. 3147467SAT-002, dated 05/26/06, signed by Chris Bowness, P.E. 3. Notice of Acceptance No. 07-1107.08, issued to Dyplast Products LLC., for their EPS Block Type Insulation, approved on 02/28/08, and expiring on 01/11/12. F. STATEMENTS 1. Statement letter of code conformance issued by Wendler Engineering Services, Inc., dated 05/19/08, signed and sealed by Richard A. Baumann, P.E. 2. Statement letter of no financial interest issued by Wendler Engineering Services, Inc., dated 05/19/08, signed and sealed by Richard A. Baumann, P.E. arlos M. Utrera, P.E. Product Control Examiner NOA No. 08-0709.12 Expiration Date: December 11, 2010 Approval Date: December 11, 2008 E -2 INTERIOR SKIN 0159 THICK G-40 GALVANIZED STEEL WITH AN EPDXY PRIM AND BAKED ON POLYESTER FINISH WHICH IS ROLL -FORMED WITH WOOD GRAIN TEXTURE AND STAMPED WITH EMBOSSED PANELS FOR SHOWCASE AND MASTERPIECE OR SMOOTH FOR TC20O. MINIMUM YIELD STRENGTH = 13040 OR Y< MUI MINI 2 T5 END STILES SEE DETAIL ON SIR 3 INSULATION CORE EXPANDED POLYSTYRENE HARDWARE PLATES SEE DETAIL ON SHT 3 TOP SECTION INTERMEDIATE SECTION INTERMEDIATE SECTION GRAIN TEXTURE. = IM40 PSI. SHT2 SECTION B-B "SEEM 000 Dees Ulm ®®®®®see ®®®®®see HIM ®®®NF=®®®�MGM 1, MAX AL RETAINER soft TAIL ON SHT 3 AL �Z xe ue FAIL ON SHT 3 r SECTION A -A DOORS TESTED PER TAS 202 FOR STATIC AIR PRESSURE TESTED PER TAS 201 AND TAB 203 FOR LARGE MISSILE IMPACT AND CYCLIC WIND PRESSURE M 1)I -.For DESIGN PRESSURE 152,01-58.0 PSF PaEurxmAr LARGE MISSILE IMPACT RESISTANT 00 °0 ° o o p 0 0 a 0 PERIMETER SEAL t 00 °0 0o O�°O 0 °0 o O NAILED Or O.C. WITH 4d STEEL NAILS AMB IX6 02 DOUGLAFIR BETTER JAM SEE RT3 FOR ATTACHMENT pp TRACK BRACKET SEE DETAIL ON SHT 2 HEX HEAD LAG SCREW RETAINING NUT (2) PER BRACKET, SEE DETAIL 7I18' PUSH ON ON SFR 2 RETAINING NUT (1) TRACK BOLT REQUIRED PER ROLLER SEE DETAIL ON SHT 2 SEE DETAIL ON SHT 2 WHIZ LOCK NUT TRACK ROLLER SEE DETAIL ON BHT 2 TRACK STEEL 143AR SEE DETAIL ON BHT 2 SEE DETAIL ON SHT 2 SINGLE EDGE HINGE SEE DETAIL ON SHT 2 HARDWARE PLAN / S� NAIL ON SHT 3 SPRING COUNTERBALANCE SPRING WIRE INDIVIDUALLY �� / DOOR. QUANTITY AND SIZE OF SPRING WILL VARY BASE ON DOOR SIZE. TOP FIXTURE FASTENED WITH (3) 1N' X SB' THREAD -FORMING SELF TAPPING SCREWS SEE DETAIL ON SHT 2. STEEL U BAR REINFORCEMENT ONE (2) U-OAR PER SECTION FASTENED TO ALL CENTER AND q111 D, END STILES USING (2)1N' X SS' THREAD -FORMING SELF TAPPING ffIGHT SCREW AT EACH LOCATION SEE DETAIL ON BHT 2 INTERIOR LOCK TWO (2) RED'D PER DOOR.I LOCATE OPPOSITE EACH OTHER TO ENGAGE EACH TRACK SIB' MIN. SEE DETAIL ON SNT 2 CORNER BRACKET FASTENED WITH (4) /N' X Sir THREADFORMING SELF -TAPPING SCREWS. SEE DETAIL ON SNT 2 VENTS (OPTIONAL) A I W SO. IN OF VENT OPENINGS MAY _ g _ 0' MAX DOOR W IDTH BE LOCATED IN BOTTOMSECTION AS REQUIRED INTERIOR ELEVATION MET/ Sm (3) REMHEI BAR TOP T� \ FIXTURE END STILE TOP FKTURE / U-BAR OETAIL SHEET END STILE SHEET METAL METAL SCREW SCREW 16)R. �" SEDGE 161 REG1 EDGE HINGE / U$AR DETAIL METAL SCREW III) REDD CORNER BRACKET END STILE METAL SCREW A REO'D CORNER BRACKET DETAIL 9 275 2]3 . 1 50 y-.--.- I o 0 — as O � 0 Q a ? 7.49 719 3' TRACK BRACKET 116 GALV STEEL Q pp L 2 518• O 1 4.19 1.501- O O STEEL U-BAR DETAIL I CENTER HINGE EDGE HINGE 18 GA (049' MIN) GALVANfZEO A45 GALV. STEEL .086 GALV.STEEL HIGH TENSILE STEEL `--1 80 KSI MINIMUM YIELD 3.00 O MR ARE PLATE O 4.53 CENTER 4•TRACJ(BRACKET HINGE .116 GALV. STEEL r O1Ai 0 43 J O 4/ TRACK ROLLER O O 2 28 O 21 1.93 I 2.56 --.� 228 I 209 R 22 CENTER HINGE / U-BAR ROLLER CARRIER DETAIL TOP FIXTURE .080 GALV STEEL .086 GALV. STEEL ATTAC14ED TO TOP FIXTURE WITH TRACK (2) TRACK BOLTS AND WHIZ NUTS O86 GALV STEEL 0.88 TRACK 0,42 u JAMB ANGLE 078 GALV STEEL r- zs FL� IKE PLATE O O • z 111Y w .086 ® O CK BAR 4'X 1/4• 0 SNB" 0 0 59 RETAINING NUT TRACK BOLT TRACK SOLTMMIZ NUT O O END STILE 57161E X3M' (2) PER STRIKE P UITE 0 SMINIMUM IB' O INTERIOR LOCK DETAIL CORNERSRACKET y�r O86 GALV. STEEL DOORS TESTED PER TAS 202 FOR STATIC AIR PRESSURE TESTED PER TAS 201 AND TAS 203 FOR LARGE LDESIGN MISSILE IMPACT AND CYCLIC WIND PRESSURE PRESSURE T52.0 / -58.0 PSF LARGE MISSILE IMPACT RESISTANT 1n•�--�--{ � 13/4• 7. 52 r 0 1u• a P v16- SHEET METAL SCREW HEX HEAD LAG SCREW 18' O. C. MAXIMUM — 770R 1S RADIUS JAMB ANGLE ONE (1) RED D PER VERTICAL TRACK. ATTACH WITH (3) HEX HEAD LAG SCREWS JAMB ATTACHMENT NOTES 1. 1/4' DIAMETER ANCHORS REOUIRE 5/8' MIN. O.O. STEEL WASHER. 2. 5/16' AND 3/B' DIAMETER FASTENERS REQUIRE 7/8' MIN O.D. STEEL WASHER. 3. MAXIMUM POSITIVE LOAD PER JAMB = (9' X 52 PSF) 12 = 234 LBS PER FOOT A. MAXIMUM NEGATIVE LOAD PER JAMB (9 X 58 PSF) / 2 = 261 LEIS PER FOOT. 5. DESIGN OF THE SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBUTY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOADS LISTED IN NOTES 3 AND x ERTICAL TRACK 150 1 D oD o 00 0 00o 1W841AIEIWL DIWIFfFLL£D BLDCK FASTENER TYPE SI1C DNxJ1N"LIXAIIW iAPca MFIIMN ELHOfiIEM t]AI' L1L1MlEa EDGE D.—IF A —ABLE TE -LOAD ✓AXM. ON cEMERSPACRD 24W TRACK 1�-18.50 MIN. �1 192 Pe1cp14 lE 1a'DNX 31N'LOND IPa rAPCRI 13N' 1- - 38 tw• BRACKETS HORIZONTAL TRACK ANGLE I3SW PSICONOPEIE M-DNX3—L—IMTAPCW eta- t1V16 P3 3et4 086 GALV. STEEL 1? HORIZONTAL ANGLE ATTACHED WITH 5/16' X 3/4* TRACK BOLT AND WHIZ NUT 2DDO PSI CONGEI£ —PSICOMXEIE 3WORX 31? POFER STUD ANc11at 3N'ONx3t?PON£RSTA AN01tlfit I t5M 1Tw• t1w- 3W Ao to xslw- WOODOh10LA3FRI�zfi) RtY OM.X 314 tt4 332 tf HOOD SW K;°55) RIY ON.X3t? 114 b0 291? TYPICAL TRACK INSTALLATION 2 61 2 55 0 6 O6 2.38 � O 0 .75 z.25 THK]( SLIDE LOCK CASE .086 GALV. STEEL a2 ASTRAGAL RE. 1 O50 ALUMINUM JAMB AND HEADER SEAL FOAMED PVC WITH FLEXIBLE PVC FLAP Y ASTRAGAL VINIL w3 SECTION HEIGHT SECTION HEIGHT OD NO LOAD FROM WIND APPLIED TO HORIZONTAL MEMBER FASTENERS TO CONTINUE PAST HEADER 2X682DOUGLASFIROR BETTER WOOD SLICK SEE IMXIMUM ON CENTER SPACING CHART FOR BUCK ATTACHMENT TO STRUCTURE HARDWARE PLATE ENDSTILE 056 GALV. STEEL .043 GALV. STEEL FIRST FASTENER 8' ABOVE THE FLOOR E�ttr• •'w DOORS TESTED PER TAS 202 D. / / FOR STATIC AIR PRESSURE Z TESTED PER TAS 201 AND TAS 203 FOR LARGE MISSILE IMPACT AND CYCLIC WIND PRESSURE By_ DESIGN PRESSURE -52.0 /-58.0 PSF LARGE MISSILE IMPACT RESISTANT Property Appraiser - St.Lucie Count- FL r Page 1 of 1 Dale F Walborn Record: 1 of 1 Property Identification Site Address. 5702 Country Club Pkwy Sec/Town/Range: 11 :34S :39E Map ID 13/11N Zoning: RS-4 Ownership and Mailing Owner: Dale F Walborn Address: 5702 Country Club Pkwy Fort Pierce FL 34951 Sates Information Date Price 11/15/1995 51500 PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print ,�'\)PE CO ParcellD: 1301-604-0193-000-0 oy Account #: 1017 �� < Land Use: SF Res City/Cnty: St Lucie County �'• �,. Legal Description LAKEWOOD PARK -UNIT 4- BILK 38 LOT1 (MAP 13/11 N) (OR 985- 1789, 1790) Assessment 2011 Final Total Land and Building Code Deed Book/Page 2011 Final: 57000 Land Value: 5700 Acres 0.26 00 PR 0985 / 1790 Assessed: 55039 Building Value: 51300 Ag.Credit: 0 Finished Area: 1257 SgFt Exempt: 30039 Taxable 25000 Taxes: 548.34 BUILDING INFORMATION rn, c+, nor ra �o �mn ,pie r M n mxr Exterior Features View: RoofCover. TN - Metal RoofStruct: GA - Gable ExtType: HD+ - HD+ YearBlt: 1963 Frame: - Grade: D+ - D+ EffYrBlt: 1977 PrimeWall: BS - CB Stucco StoryHght 0010 - 1 Story No. Units: 1 SecWall: Interior Features BedRooms: 2 Electric: MX - MAXIMUM PfmintWall: PF - PF FullBath: 1 HeatType FHA - FrcdHotAir AvgHUFI 1/213ath: 0 HeatFuel. ELEC - Electric Prm.Flors CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond YrBlt. No. Land Use Type Measure Depth FNW6 - WOOD FEN 6' Y 1 24 AV AV 1999 1 0100-SF Res BI -Front Ft 88.1 131 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prclid=130160401930000 12/21/2011