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Home My WebLink AboutSUBMITTED PAPERSDATE: - - --k )-O'�K + _E_CEIP�T t#: Permi o St. Lucie County Building & Zoning SCANN'E' 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 8 y 0 Tel. 772-462-1553 3t Luc, . e cou,,t, APPLICATION FOR ROOF PERMIT SEE R ERSE SIDE FOR INSTRUCTIONS 1. Location/Site Address: 30S IV- 2. Parcel ID Number: _2 Y/ �?_ '5-/0 0-30e?- 000-0 Office Use Only Sectio Township Range [-I Zoning I Land Use I 1�itials 1 ?3 ;ii, �--) lvl? C- I ;, /LuAA K,:�J I k U 1 11 -11 3. Description of Project or Work Activity: _71:71 4. Total Roof Area (square feet): 7,9�5 S. Roof Pitch: / 6. Type of Roof: [ I Fiberglass Shingle Concrete Roof Tile Wood Shake I Shingle [ I Tar& Gravel 1-4/modified Bitumen I Other N O.A. or Florida - Product Approval required for all types of Roofmg Material (2 Sets) I All Commercial Roormg requires design by an Engineer or Architect (2 Sets) with Product Approval attached Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information Name:— Z/1-W V01_2 0 fi/7 o�/c - FL Reg/Cert #: _U� C12,57V, Address: k5 0/'? 4L4w 6r City: J62--S"tate: _7:Ft__ Zip: Phone: 9. Value of Construction: $ 0? Note Dry -in and Final Inspection Required Additional inspection may be required per Product Approval County Cert #: IV �'-? 2 BusinessName: 6M 127a,1-2Z) -Z;--7 Fees Due: Receipt #: CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in tl�s application is correct and diat all work will be done in compliance with all applicable laws regulating construction and zoning. &'_/ �� W464t_ - PRINT Q0ALIFfElkS/OWNERS NAME SIGNATIJ]k�OF QUALI�*PJOWNER STATE OF FLOREDA, COUNTY OF - ;�� Lf 0 e ACKNOWLEDGED BEFORE MIE THIS — DAY OF 20A B Y gi � 2Z" �- Al IS PERSONALIX19NO g3A OR HAS PRODUCED I;:ZTtO AS IDENTIFICATION RIN 1\ r _§IG*'ATtRE NOTA TYPE OR PRriT NAAH R RRY S. SHAM&QTH / �bY 7 My COMMISSfON # DE)9787W COMMISSIO NUMBER ?7ff 7 e EXPIRES April 05,2Q14 (407) 39MI 53 FkxkIpNotwySerAft.C= NOTICE TO OWNER: FAELURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y-OUR-PA-MG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMIENT. Public Works Department Code Compliance Division 2300 Virgimia Avem Ft, Pierce, FL 34982-5652 INSLECUON AFFIDAVIT RE: Permit # 15 1 -- �J,Iicensed as a� Contractor'� nginoer/Archit?ct/ Cj'j��' Balling Inspector* " C'MMJ7 Suildi-116, Rcsi&ntial, oc Paefing Contm=r or any individual cwlfied under 463 V.S, to make wch art inspoCton. All affidava must inGladt pho,lograph� of =h plant of the rcwf with Ehe pamij I or addrcss # clearly shown mukzd an the dr,& for cKh inspW&n. On or about /— ? �02� ldidpersonallyLupeott4mr1i (Diate t�=) Cd,eckna'in a d1orse water barfier work at � - (Job- Sim Addceid) Based upoa that exanjUlation f have dcte�mincd the installation was done aacording to t1jr, Hurricane MtigEttiOn Retrofit Manual (Based on 553.844 F,S.) License 4 STATE OF FLORIDA CoUNTY OF a RECEj%,--,r-) Sworn to and suWcrzWd befo= me LhLs /9 of _��_dzy JAN 0 9 2012 by Who is personaUy known who has produced idendUation. HARRY S. -,HAMROTH Notary Pu�he� StaU 0 ids My COMMISS)ON # D09787919 EXPIRES P�pffl 05, 2014 Sign4wre of -(407) 39"B"O"I Florw��Nu2fysemlco.Qom COMM53ior, SNo.:792—j� (Seat) CM1 9/27/07 T/T'd 2"929V221: 01 62ees9vaL '3NI OzJeW AJPE):WOJJ Ot7:121T 2TO2-60-NUf k N'A vk ED WILLIAMS ROOF CONSULTANTS BASE SHEET ATTACHMENT CALCULATIONS Project Address Woodard Residence 308 Bay Street Port St Lucie, FIL 34952 Deck Substrate Plywood Non -Insulated Configuration Low Slope Exposure Condition C Roof System CertainTeed Product Approval No- 08-0227.09 System Design Pressure-60 psf Design Wind Speed 150 Uplift Pressures Field 49.0 psf Perimeter 82.2 psf Corner 123.7 psf Mean Roof Height 9.5 Feet Parapet Height 0.0 Feet Roof Area 725 Sq. Ft. Roof Width 25 Feet Perimeter Width 3.0 Feet Perimeter & Corner Width 3.0 Feet RECOMMENDED BASE SHEET ATTACHMENT PATTERN Field 1 row in the laps at 8 inches o.c. 3 rows in the field of the sheet at 8 inches o.c. Perimeter 1 row in the laps at 6 inches o.c. 3 rows in the field of the sheet at 6 inches o.c. Corner 1 row in the laps at 5 inches o.c. 4 rows in the field of the sheet at 5 inches o.c. These calculations are based on ASCE 7-05, and information provided by the contractor. Sincerely, Ed Williams Roof Consultants, LLC. Edwin L. Williams, RRC, RRO President/Senior Consultant ewilliamsrrc(cD.msn.com .'goo' L RC-1 , �Imtr Ed Williams Roof Consultants, LLC - 2055 S.E. Mantua Street - Port St. Lucie, FL 34952 Ed@ EdWilliams Roof Consultants.com - www.EdWilliamsRoofConsultants.com Fax: 772-335-4932 9 888-714-3972 0 772-335-5832 MIAMI- ��o BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA CertainTeed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 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 the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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 AI-U may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems Over Wood Decks 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 renews NOA No. 03-0827.02 and consists of pages I through 39. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08-0227.09 Mmm�AADE CO Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 1 of 39 RoOFING ASSEMBLY APPROVAL Category: Roofing Sub-Cateeory: APP/SBS Modified Bitumen Deck Type: Wood Maximum Design Pressure -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: TABLE 1 Product All Weather/Empire Base Sheet Flex-I-GlaSTm Base Sheet Flex-l-GlasTm FR Base Sheet Flintglas@ Ply Sheet Type IV or V1 Flintlastic STA STA Plus 5.0 Flintlastic GTA, GTA- FR or Flintlastic Diamond GTA Flintlastic GTS Flintlastic GMS, Premium GMS Flintlastic FR-P, Premium FR-P Flintlastic FR Cap Flexiglas Premium Cap 960 Dimensions 36" x 72', Roll weight: 86 lbs. (2 squares) 36" x 108', Roll weight: 90 lbs. (3 squares) 39 3/s" x 50', Roll weight: 90 lbs. (1.5 squares) 36" x 1-80', Roll weight: 40/55 lbs. (5 squares) 39 3/8" x 33', Roll weight: 90 tbs. 3/ �l square) 39 g'x 33'3", Roll weight: 105 lbs. (I square) 39 3/8" x 249", Roll weight: 92 lbs. 3/ (3/4 square) 39 8" x 34'2", Roll weight: 1001105 lbs. (1 square) 39 3/8" x 34'2", Roll weight: 105 lbs. (1 square) 39 '/8" x 34'2", Roll weight: 90 lbs. (1 square) 36" x 38" (I square) Test Product Specification Description ASTM D 2626 UL Asphalt coated organic base sheet. Type 15 UL Type G2 Modified Bitumen coated fiberglass base ASTM D 4601, sheet. type Il UL Type G2 Modified Bitumen coated fiberglass base ASTM D 460 1, sheet. type 11 ASTM D 2178 Fiberglass, asphalt impregnated ply sheet. Type IV or VI UL Type GI ASTM D 6222, Smooth surfaced APP Modified Bitumen Grade S, Type 11 membrane with non -woven polyester mat reinforcement for torch application. ASTM D 6222, Granule surfaced APP Modified Bitumen Grade G, type 11 membrane with non -woven polyester mat reinforcement for toch application. ASTM D 6164, Granule surfaced SBS Modified Bitumen Grade G, Type H membrane with non -woven polyester mat reinforcement for torch application. ASTM D 6164, Granule surfaced SBS Modified Bitumen Grade G, Type 11 membrane with non -woven polyester mat reinforcement for mop application. ASTM D 6164, Fire resistant, granule surfaced SBS Grade G, Type I Modified Bitumen Membrane with non- woven polyester mat reinforcement for mop application. ASTM D 6163, Fire resistant, granule surfaced SBS Grade G, Type I Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. ASTM D 6163, Granule surfaced SBS Modified Bitumen Grade G, Type I membrane with fiberglass, mat reinforcement for mop application. NOA No.: 08-0227.09 MIAMIDADE COUNW Expiration Date: 06/19/13 �lyngyasywjyj Approval Date: 05/15/08 Page 2 of 39 Test Product Product Dimensions Specification Description Ultra Poly SMS 36" x 64'4" ASTM D 6164 Smooth surfaced SBS Modified Bitumen (2 squares) Grade S, Type I Membrane with non -woven polyester mat reinforcement for mop application. GlasBaseTm Base Sheet 36" x 108', Roll ASTM D 4601 Asphalt coated, fiberglass base sheet. weight: 69 lbs. UL Type G2 (3 squares) PolySMS Base Sheet 39 3/8" x 64'4", Roll ASTM D 5 147 Modified Bitumen coated polyester base weight: 90 lbs. sheet. (2 squares) Yosemite@ Mineral 36" x 36', Roll ASTM D 249 Mineral Surfaced organic cap and buffer Surfaced Cap Sheet weight: 90 lbs. UL Type 30 sheet. (I square) Black Diamond Base 36" x 75', Roll TAS 103 Slag surfaced SBS Modified Bitumen Sheet weight 75 lbs. ASTM D 1970 sheet with fiberglass reinforcement for (2.25 squares) peel and stick application. Flintglas@ Mineral 36" X 36; Roll ASTM D 3909 Asphalt impregnated and coated inorganic Surfaced Cap Sheet Weight: 78 lbs. glass fiber surfaced with mineral granules (I square) used as the top ply in conventional built- up roof membranes. APPROVED INSULATIONS: TABLF, 2 Product Name Product Description Manufacturer (With Current NOA) FlintBoard ISO Polyi'socyanurate foam insulation CertainTeed PYROX Polyisocyanurate foam insulation Apache Products Co. ACFoam 11 Polyisocyanurate foam insulation Atlas Energy Products IS095+ Polyisocyanurate foam insulation Firestone Building Products, Inc. High Density Wood Fiberboard Wood fiber insulation board generic Perlite Insulation Perlite insulation board generic Dens Deck Water resistant gypsum board G-P Gypsum Corp. ENRGY-1, ENRGY-2, ENRGY-3, Polyisocyanurate foam insulation Johns Manville Plus, UltraGard Gold, PSI-25 FiberGlass Roof Insulation Glass fiber/Mineral fiber insulation Johns Manville Fesco Board Expanded mineral fiber insulation Johns Manville ISORoc Polyisocyanurate foam / rockwool Johns Manville composite insulation Paroc Cap Board Rockwool insulation Partek, Inc. Multi -Max, FA Polyisocyanurate foam insulation RMax, Inc. NOA No.: 08-0227.09 WMIAM ")Q� COUIVY Expiration Date: 06/19/13 �gAjVa*yj4i=tUMy 1 Approval Date: 05/15/08 Page 3 of 39 APPROVED FASTENERS: Fastener Product Number Name 1. # 12 & # 14 Dekfast Fastener 2. Dekfast Hex Plate TABLE 3 Product Manufacturer Description Dimensions (With Current NOA) Insulation fastener Construction Fasteners, Inc. Galvalume AZ50 steel plate 2 7/g" x 3 1/4" Construction Fasteners, Inc. 3. Olympic Fastener #12 Insulation fastener & #14 4. Olympic Standard 3" round galvalurne AZ50 3 " round steel plate 5. Insul-Fixx Fastener Insulation fastener for steel and wood decks 6. Insul-Fixx S Plate Galvalurne AZ50 steel plate 3" round 7. Tru-Fast Fasteners Insulation fastener for wood and steel decks 8. Tru-Fast MP-3 Galvalume AZ50 steel plate 3" round 9. Tru-Fast Plates Galvalume AZ55 steel plate 3 " round 10. Tru-Fast Plates Polyethylene plastic plate 3" round EVIDENCE SUBMITTED: Test Azency Applied Research Laboratories Factory Mutual Research Corporation Factory Mutual Research Corporation Jnderwriters Laboratories, Inc. United States Testing Company, Exterior Research & Design, LLC Exterior Research & Design, LLC Exterior Research & Design, LLC Name Physical Properties Current Insulation Fastening Requirements PA 114 (FMRC 4470) Fire Classification Compliance ASTM D 5147 TAS 114 (J) TAS 114 TAS 117 Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS Stadler, Inc. SFS Stadler, Inc. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. Report Date 28013 06/02/87 FMRC 1994 01/01/95 J.1. #3Y8Al.AM 03123/96 RI 1656 1 07/13/87 97457-4 06/03/88 #3507-08-99-1 04/18/01 #3514.02LAB 11/11/02 #3515.07.03 07/22/03 NOA No.: 08-0227.09 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 4 of 39 Membrane Type: APP MODIFIED Deck Type 1: Wood, Non -Insulated Deck Description: Minimum 19/32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c. System Type E(5): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of GlasBase or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with I I ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Optional ) One ply of TAtra Poly SMS, Glas Base, Flex-1 Glas Base, Flex -I Glas FR Base or Poly SMS or one or more Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Membrane: Ffintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA-FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1. 400-lb./sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Kamak97,FiintCoatA-150,APOC212FibratedAlun-tinum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 1/2 gal. /sq. Maximum Design Pressure: -60psf. (See General Limitation #7) NOA No.: 08-0227.09 MIAMI-Ro C Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 35 of 39 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foarn insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Mininwm Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117, 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this liznitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers), (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 08-0227.09 MLAM,WDECOUNTY IRNpiration Date: 06119/13 Approval Date: 05/15/08 Page 39 of 39 Property Appraiser - St.Lucie County, FL Page I of I go X, N' PROPERTY RECORD CARD Lisa E Vom Orde Record: 1 of 1 <<Prev Next >> Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Acldress� 308 Bay St ParcelID: 3419-510-0308-000-0 Sec/Town/Range 22:36S:40E Account #: 42047 Map ID: 34/22N Land Use: SF Res Zoning: RS-4 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Lisa E Vom Orde RIVER PARK -UNIT 2- BLK 21 LOT 9 (MAP 34/22N) (OR 3344-1714) Address: 308 NE Bay St Port St Lucie FL 34952 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 29500 Land Value: 8200 Acres 0.2 11/23/2011 40000 0001 WD 3344/1714 Assessed: 29500 Building Value: 21300 11/23/2011 26000 0001 WD 3344/1688 Ag.Creclit� 0 Finished Are& 1192 SqFt 3/29/2004 108000 00 WD 1937/1515 Exempt: 2/1/1986 43000 00 CV 0491 /0505 Taxable: Taxes: 600.19 BUILDING INFORMATION Exterior Features Viewi RoofCover. TG - Tar & Gravel RoofStruct: GA - Gable ExtType: HD+ - HD+ YearBIt. 1960 Frame Grade: D+ - D+ EffYrBlt: 1960 PrirneWaIL BS - CB Stucco Storyllght� 0010 - 1 Story No.Units: 1 SecWall: Interior Features BeclRooms 2 Electric AV -AVERAGE PrmIntWaII: PF-PF FullBath: 1 Heaffype� FHA - FrcdHotAir AvgHt/Fl: STD 1/26ath: 1 HeatFueL ELEC - Electric Prm.Flors: TZ - Terrazo %A/C: 0 %Heatedi 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty Units Qual Cond YrBIt. No. Land Use Type MeaSUre 2CNT - 2CNT S 1 1 AV AV 1977 1 0100-SF Res 220 -Front Ft 79.6 3CHT -3CHT S 1 1 AV AV 1977 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED Dept� 110 http://www.paslc.org/prc.asp?prclld=341951003080000 kl*ki 1/6/2012 Property Appraiser - St.Lucie County, FL http: //www.pas I c.org/prc. asp?prc I i d=34195 1003 080000 Lisa E Morn 0 rde Record: 1 of 1 Property Identification Site Address. 308 Bay St SecfTown/Range� 22:36S:40E Nbp ID: 34/22N Zoning: RS-4 Ownership and Mailing Owner: Lisa E Vorn Orde Address: 308 NE Bay St Port St Lucie FL 34952 Sales Information Date Pnce Code Deed 11/23/2011 40000 0001 WD 11/23/2011 26000 0001 WD 3/29/2004 108000 00 WD 211/1986 43000 00 CV PROPERTY RECORD CARD <<Prev Next >> Spec.Assnint Taxes ParcelID: 3419-510-0308-000-0 Account #: 42047 Land Use: SF Res City/Cnty� St Lucie County Exemptions Permits Home Print Legal Description RIVER PARK -UNIT 2- BLK 21 LOT 9 (MAP 34/22N) (OR 3344-1714) Assessment 2011 Final Total Land and Building Book/Page 2011 Final: 29500 Land Valuei 8200 Acres: 0.2 3344/1714 Assessed: 29500 Building Value: 21300 3344/1688 Ag.Credit 0 Finished Area: 1192 SqFt 1937/1515 Exempt: 0491 /0505 Taxablei Taxes: 600.19 BUILDING INFORMATION Exterior Features View: RoofCover: TG - Tar & Gravel RoofStruct: GA - Gable ExtType: HD+ - HD+ YearBft: 1960 Frame: Grade: D+ - D+ EffYrBft: 1960 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms: 2 Electric: AV - AVERAGE PrinintWall: PF - PF FullBath: 1 HeatType. FHA - FrcdHotAjr AvgHt/Fl: STD 1/2Bath: 1 HeatFuel: ELEC - Electric PrmFlors: TZ - Terrazo %A/C: 0 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Oty. Units Qual. Cond. YrBIt. No. Land Use Type Measure 2CNT - 2CNT S 1 1 AV AV 1977 1 .0100-SF Res 220 -Front Ft 79.6 3CHT- 3CHT S 1 1 AV AV 1977 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Depth 110 I of 1 1/6/2012 10:54 AM