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HomeMy WebLinkAbout1140 SEA BLUFF DR - Building Permits 0410 M S f r CITY OF COSTA MESA fr 9 II BUILDING DIVISIO , i - > •j r.o s DEVELOPMENT SERVICES DEPARTMENT PER IT NUMBER F t !a PERMIT °%Pow. B04-02075 ' (714)754-5273 • Fax(714)754-4856 • www.ci.costa-mesa.ca.us 77 FAIR DRIVE,COSTA MESA,CA 92626 BUILDING PERMIT Job Address: 1140 SEA BLUFF DR Status: ISSUED Suite: Applied: 12/09/2004 Vicinity: Issued: 12/09/2004 Parcel Number: 42232208 Zoning: ____67I _C-- Applicant: FRANK GARCIA ISSUED BY: Address: 21881 IMPALA LN Phone: 714-968-8754 HUNTINGTON BEACH,CA Zip: 92646 Owner: SCHULTZ, STEVEN P Address 1140 SEA BLUFF DR • Phone: COSTA MESA,CA • Zip: 92627 Contractor: COAST ROOFING Address: 21681 IMPALA LN Phone: 714-968-8754 HUNTINGTON BEACH,CA Zip: 92646 License: 450393 Arch : Eng: Address: Address: ' Phone: Phone: Zip: License: License: SCOPE OF PERMIT INSTALL LIGHT WT CONC.TILE 7.2PSF ON A 20 SQUARE SFD. INSTALL A NEW BM AND TIES AS RECOMMENDED BY THE ENGINEER. . FEE SUMMARY Plan Check: $90.51 Calc Valuation: $6,500.00 Permit: $139.25 " Claim Valuation: $6,500.00 SMIP Res: $0.65 SMIP Com: $0.00 . •" Other: $0.00 ' Inspection: $0.00 • Total: $230.41 PLANNING &ZONING SETBACKS . MAIN STRUCTURE Front 0-0 .Rear 0-0 Left 0-0 - - Right, .0-0 ACCESSORY Front 0-0 Rear 0-0 Left 0-0 Right , 0-0- PARKING Existing: 0 Required: 0Proposed: _0 NOTES: NOTICE: The work authorized by this permit shall comply with all applicable handicap access requirements under California statutes and related regulations.(Ord.No.92-28,§1, 12-21-92) EXPIRATION: This permit shall automatically expire and become void if work is not commenced within 180 days,or if work is suspended or abandoned for a period of 180 days. INSPECTIONS: In order for the work authorized under this permit to be considered legal, such work must comply with all applicable codes, and all required Inspections and final approval must be obtained. Failure to obtain inspections and final approval will result in the expiration of this permit. FOR INSPECTIONS CALL: (714)754-5626 - - 2446.46(6/00) DECLARATIONS ( 3 _ ° "( 7 WORKERS'COMPENSATION DELLARATION: I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self-Insure for workers'compensation,as provided for by section 3700 of the Labor Code,for the performance of the work for which this permit is issued. ave and will maintain workers'compensation insurance,as required by section 3700 of the Labor Code, • •• •:rformance of the work for which this permit Is Issued. My orker 'compensation Insurance carrier and policy number are: Carrier: S1( rov,✓ Policy N bar: /i�3i�i� 24-;t2Q ' action need not be completed if the permit is valued at one hundred dollars($100)or less.) ❑ I certify that in the performance of the work for which this permit is issued,I shall not employ any person In any manner so as to become subject to the workers' compensation laws of C:; • a,and agree t t if l should become subject to the workers'compensation • • slons of Section 3700 of the Labor Code,I shall forthwith _ :..nr • - hese pro •pplicant Signatur:. ( 444-4-'1. Da:: ,. 97-- .-E TO SE URE WORKERS'COMPENSATION COVERAGE IS UNLAWFUL AND SHALL SUBJECT AN EMPLOYER ' - INN.PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARE(5100,000),IN ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEY'S FEES. LICENSED CONTRACTORS DECLARATION: I her::. :- ;it I am licensed nder p-•vislons of Chapter 9(commencing with Section 7000)of Division 3a.�usiness and Professions Code,and my license is in full force a lc.a s ZZI• — Lplaes�a G- ir Contra ',imam, _art: Gr ` Date: CONSTRUCTION LENDING AGENCY: ❑ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued.(Sec.3097,Civil Code). Lender's Name: Lender's Address: Signature: Date: OWNER-BUILDER DECLARATIONS: I hereby affirm that under penalty of perjury that I am EXEMPT FROM THE CONTRACTORS LICENSE LAW for the following reason(Sec.7031.5,Business and Professions Code:Any city or county which requires a permit to construct,alter,improve,demolish,or repair any structure,prior to its issuance,also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law(Chapter 9(commencing with Section 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt therefrom and the basis for the alleged exemption.Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars($500).): O I,as owner of the property,or my employees with wages as their sole compensation,WILL DO THE WORK,and the structure Is not intended or offered for sale(Sec. 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property who builds or improves thereon,and who does such work himself or herself or through his or her own employees,provided that such improvements are not Intended or offered for sale.If,however,the building or improvement is sold within one year of completion,the owner-builder will have the burden of proving that he or she did not build or improve for purpose of sale.), ' ❑ I,as owner of the property,em EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS to construct the project(Sec.7044,Business and Professions Code:The contractors License Law does not apply to an owner of property who builds or Improves thereon,and who contracts for such project with a contractor(s) license pursuant to the Contractors License Laws.). ❑ I am exempt under sec. Business and Professions Code for this reason: Signature: Date: Owner ID verified by driver's license. 0 Yes 0 No Driver's License No. Expires: • Verification of Ownership by(type of document,i.e.-property tax bill or deed): DIVISION OF INDUSTRIAL SAFETY PERMIT CERTIFICATION: O I hereby certify that no excavation five(5)or more feet in depth into which a person is required to descend,will be made in connection with work authorized by this permit,and that no building structure,scaffolding,falsework,or demolition or dismantling thereof,will be more than thirty-six(36)feet high.(Chap.3.2,Grp 2,Art 2,Sec. 341,Title 8,California Administrative Code). ❑ As owner-builder, I will not employ anyone to do work which would require a permit from the Division of Industrial Safety, as noted above, unless such person has a permit to do such work from the division. Signature: _ __ Date: Division of Industrial Safety Permit Number: HAZARDOUS MATERIALS AND EMISSIONS CERTIFICATION: 1 Will the applicant or present or future building occupant need to file and certify a Business Plan for emergency response to release or threatened release of a hazardous material? 0 Yes 0 No (Section 25505 of the Califomia Health and Safety Code requires,with some exceptions,that a Business Plan be filed with the Costa Mesa Fire Department by every business which has at any one time during a reported year a quantity of hazardous materials equal to or greater than a weight of 500 pounds,or a volume of 55 gallons, or 200 cubic feet of compressed gas at standard temperature and pressure). 2 Does or will the applicant or present or future building occupant need to file a registration form for acutely hazardous materials? 0 Yes 0 No (Section 25533 of the Califomia Health and Safety Code,with some exceptions,requires registration with the Costa Mesa Fire Department by each business which at any one time has on hand a quantity of acutely hazardous materials equal to or greater than a weight of 500 pounds, or a volume of 55 gallons, or 200 cubic feet of compressed gas at standard temperature and pressure). 3 Does or will the applicant or present or future building occupant need to prepare an RMPP(Risk Management and Prevention Program for acutely hazardous materials)? ❑Yes ❑No (Section 25534 of the California Health and Safety Code provides that the Costa Mesa Fire Department may require the preparation,certification and filing with the Fire Department of an RMPP by businesses which are required to register acutely hazardous materials with the Fire Department. 4 If an RMPP is presently required,has Section 25534 of the California Health and Safety Code been fully complied with? ❑Yes 0 No 5 Does or will the applicant or present or future building occupant require for the work which Is the subject of this application a,permit for such construction or modification from the South Coast Air Quality Management District or from any other air pollution control district or agency? 10 Yes 0 No (Section 65850.2 of the California Government Code requires that the requested information be furnished on applications for non-residential building permits). 6 Will any part of the facility to be constructed under this permit be within 1000 feet from the outer boundaries of a school? 0 Yes ❑No (If"yes",the facility must meet the requirement of Sections 25534 and 42303 of the Califomia Health and Safety Code). 7 If a permit from the South Coast Air Quality Management District or other air pollution control district or agency is required for the work which Is the subject of this application,have all of the disclosures prescribed by California Health and Safety Code Section 42303 been made? 0 Yes 0 No 8 (If'yes",attach certificate of compliance from the appropriate air pollution control officer). CERTIFICATE OF COMPLIANCE: I certify that under penalty of perjury the information given above is correct. I agree to comply with all state laws and city ordinances regarding Hazardous Materials and Emissions. Signature: Date: CERTIFICATE OF COMPLIANCE AND AUTHORIZATION OF ENTRY:I certify under penalty of perjury that I have read this application and state that the information given is correct. I agree to comply with all state laws and city ordinances relating to building construction,and authorize representatives of the City of Costa Mesa to enter upon the above-described properly for inspection purposes.I agree not to occupy or allow occupancy of any building authorized by this permit until final inspection. At Sit ature Of Legal Owner(s) Date \ �oJ✓/L r ¢9 •o_ `LING-Lys _ And/0 . prized Ap:Icant to CODE• INSPECTION TYPE DATE INTRUI c CODES INSPECTION TYPE DM INTRIALS i 616 Fixed System Final Fire Prevention 206 Final Mechanical 1266 Pool Spa Final /l •gy208 Final Plumbing 200 Final Re-Root f 1 2p-1%ti 210 Final Electrical 201 Final Block/Retaining Wall 212 Final Fire Prevention 202 Final Factory Fire Place 220 Final Planning Approval 203 Final Sign 222 Final Site 204 Final Demolition 250 Final Building/Occupancy I STRUCTURE CONSULTING ENGINEERS ■ CLIENT COAST ROOFING 2301 E ORANGETHORPE FULLERTON,CA ■ PROJECT DESCRIPTION STRUCTURAL CALCULATIONS FOR EXISTING ROOF STRUCTURE FOR NEW TILE ROOF AT 1140 SEA BLUFF, COSTA MESA, FOR THE SCHULTZ RESIDENCE. ■ DATE October 24, 2004 JOB NO 2004-604 EAGLE 2185 N ORANGE OLIVE ROAD ORANGE ,CA 92806 STRUCTURE_TJW@PRODIGY.NET F 714 998 3403 Structure F ( ( Consulting Engineers 2199 N. Batavia Ave "F" Orange, CA 92865 T 714 998 6441 F 714 998 3403 STANDARD SPECIFICATIONS FOR STRUCTURAL REROOF CALCULATIONS: A Sketches of details in calculations are not to scale and may not represent true conditions on plans. Contractor is responsible for installation,which represent true framing conditions. B. The Structural Calculations included here are for the analysis and design of the roof framing members. To determine whether the roof framing has the capacity for the new roof assembly loads,due to the added weight of the tiles using the guidelines of the uniform building code. The attachment of non-structural elements is the responsibility of the architect or designer,unless specifically shown otherwise. C. The owner and contractor are aware that the structures has been reviewed for vertical load only and no analysis or warranty expressed or Implies included any lateral analysis for seismic or wind,unless noted otherwise. STRUCTURE CONSULTING ENGINEERS makes no warranties In regards to the structures and their ability to resist lateral forces,and the owner agrees to indemnity and hold harmless STRUCTURE and their consultants relating to any potential damage caused by wind or earthquake. D. Owners are aware that the additional weight of the tile material may cause some drywall cracking due to the increase in weight. This is cosmetic in nature and may be repaired at the homeowners expense after the roof has been Ins installed. There may also be si deflection of the roof rafters which Is cosmetic In nature and does not Jeapordize the structural Intergrity of the roof E. Owner hereby agrees to limit STRUCTURE's liability to the owner and all construction contractors and subcontractors on the project such as that the total aggregate liability of STRUCTURE to all those named shall not exceed the cost of the engineering fee. In accepting this report the owner or owner's agents agree to all of the terms stated in this report. F. Owner hereby agrees to indemnify and hold harmless STRUCTURE CONSULTING ENGINEERS,and its authorized employees from any action,liability,claim dispute,loss,damage,or injury to persons and property in any manner arising out of construction and/or any incidents involving the condition or security of the premises and Its content over which STRUCTURE has no control. G. Copyright©12003 STRUCTURE CONSULTING ENGINEERS.Allrights reserved.This material may not be reproduced in whole or in part without the written permission of STRUCTURE.All changes made to the subject project must be submitted to STRUCTURE In writing for their review and comments. PROJECT ADDRESS: 1140 Sea Bluff Costa Mesa, CA OWNER: Schultz Residence PLAN CHECK: CALCULATIONS BY: Kjell A. Bo NAME (Print or Type) �c\01'UL EN"OBO ct`q SIGNATURE ! 4. DATE: 23 October 2004 . M ` o 71 o APPROVED BY: S ATE OQ Structure 2 Consulting Engineers 2199 N. Batavia Ave "F" Orange,CA 92865 T 714 998 6441 F 714 998 3403 DESIGN LOADS: Roof: Floor: NA Slope: Roofing 7.2 psf D.L.of Fin Fl psf Sheathing 2.5 psf Sheathing psi Rafters 1.5 psf Floor Joist psi Drywall 1.2 psf Drywall psf insulation R-19 0.5 psf Insulation R-19 psf Miscellaneous 1.1 psf Miscellaneous psf Partition Load psi Dead Load 14.0 psf . Dead Load psf Live Load/R 16.0 psf Live Load psf (Reduced for slope) Total Load 30.0 psf Total Load psi COMPOSITION ROOFING: 2-15 Ib,and 1-90 Ib. 1.7 psf 3-15 lb.and 1-90 lb. 2.2 psf 3 ply and gravel 5.6 psf 4 ply and gravel 6 psf 5 ply and gravel 6.5 psf DOUGLAS FIR SHEATHING: (Based on 38 pcf) 318 in.plywood 1.1 psf 1/2 In.plywood 1.5 psf 5/8 In.plywood 1.8 psf 314 In.plywood 2.3 psf 1'1/8 In.plywood 3.4 psf 1 In.sheathing 2.3 psf 2 In.decking 4.3 psf 3 In.decking 7.0 psf 4 in.decking 9.3 psf • Structure 3 Consulting Engineers 2199 N. Batavia Ave "P' Orange, CA 92665 77149986441 F 714 998 3403 ROLL OR BATT INSULATION: Rock Wool (1 in.thick) 0.2 psf Glass Wool(1 in.thick) 0.3 psf ALPOL (1 in.thick) 0.1 psf FLOORS: Hardwood (Nominal 1 in.) 4.0 psf Concrete(1 in.thick): Regular 12.0 psf Lightweight 6.0 to 10.0 psf Linoleum or soft tile 1.5 psf 314 in.ceramic or quality tile 10.0 psf CEILINGS: Acoustical fiber tile 1.0 psf 1/2 in. gypsum board 2.2 psf 5/8 In. gypsum board 2.8 psf Plaster(1 in. thick) 8.0 psf Structure 4 Consulting Engineers 2199 N. Batavia Ave "F" Orange, CA 92665 T 714 998 6441 F 714 998 3403 SPECIFICATIONS FOR CONSTRUCTION CODE: 1997 UNIFORM BUILDING CODE. In all cases calculations will supersede this design criteria sheet. 1997 UBC WOOD STRESSES D.F. Larch#1 E =1,700,000 D.F. Larch#2 E =1,600,000 Visually Graded Fb=1000 Visually graded Fb=875 Dry Use Fv=95 Dry Use Fv=95 Normal Temp. Cr=1.15 Normal Temp. Cr=1.15 Edgewide Use 2"to 4"thick Edgewide Use 2"to 4"thick Duration Factor=1 2"and wider Duration Factor=1 2"and wider Size Cf F'b(single) F'b(repetive) Size Cf F'b(single) F'b(repetive) 2x4 1.5 1500 1725 2x4 1.5 1313 1509 2x6 1.3 1300 1495 2x6 1.3 1138 1308 2x8 1.2 1200 1380 2x8 1.2 1050 1208 2x10 1.1 1100 1265 2x10 1.1 963 1107 2x12 1.0 1000 1150 2x12 1.0 875 1006 2x14 0.9 900 1035 2x14 0.9 788 906 4x4 1.5 1500 1725 4x4 1.5 1313 1509 4x6 1.3 1300 1495 4x6 1.3 1138 1308 4x8 1.3 1300 1495 4x8 1.3 1138 1308 4x10 1.2 1200 1380 4x10 1.2 1050 1208 4x12 1.1 1100 1265 4x12 1.1 963 1107 4x14 1.0 1000 1150 4x14 1.0 875 1006 Douglas Fir Larch Fb Allowable Visually Graded Dry Use Normal Temperature Edgewide Use Duration Factor=1 Size Size Cf D.S.Struct S. Struct Dense#1 No.1 Dense#2 No.2 6x6 1.0 1850 1600 1550 1350 1000 875 6z8 8x8 1.0 1850 1600 1550 1350 1000 875 6x10 8x10 1.0 1850 1600 1550 1350 1000 875 6x12 8x12 1.0 1850 1600 1550 1350 1000 875 6x14 8x14 0.987 1826 1579 1530 1332 987 864 6x16 8x16 0.972 1798 1555 1507 1312 972 851 6x18 8x18 0.959 1774 1534 1486 1295 959 839 6x20 8x20 0.947 1752 1515 1468 1278 947 829 8x22 0.937 1733 1499 1452 1265 937 820 8x24 0.928 1717 1485 1438 1253 928 812 ALL HEADERS SHALL BE 4X4 D.F.#2 UNLESS OTHERWISE SPECIFIED. • Structure 5 Consulting Engineers 2199 N. Batavia Ave"F" Orange, CA 92665 T 714 998 6441 F 714 998 3403 DEFLECTION: Live Load=U360 Live Load+Dead Load=L1240 (UBC Table 16-E) GLUED LAMINATED BEAMS: West Coast Douglas Fir,Industrial APA. Grade: fb=2400 psi; fv=165 psi; E=180,000 psi CONCRETE 1. Dry pack shall be composed of one part Portland Cement Concrete to not more than three parts sand; grout shall be non-shrink type. 2. All structural concrete Fc=2500 psi 3. All slab on gradelcontinuous footings/pads f c=2000 psi 4. All concrete shall reach minimum compressive strength at 28 days. REINFORCING STEEL 1. All reinforcing shall be ASTM A-615-40 for#5 bars and smaller. All reinforcing shall be ASTM A-615-60 for#6 bars and larger. Welded wire fabric to be ASTM A-185, lap 1 1/2 spaces, 9" min. 2. Spacing of Bars shall have lapping of 30 dia.of 2'-0"min. in all continuous concrete reinforcement. Masonry reinforcement shall have lapping of 40 dia.or 2'-0". This Is in all cases unless otherwise noted. 3. All reinforcing bars shall be accurately and securely placed before pouring concrete or grouting masonry. 4. Concrete protection for reinforcement shall be at least equal to the diameter of the bars. Cover shall be as follows(unless otherwise noted): A. Poured against earth 3" B. Poured against form below grade 2" C. Slabs on grade(from top of slab) 1" D. Columns and beams to main bars 2" Structure 6 Consulting Engineers 2199 N. Batavia Ave "F" Orange, CA 92665 T 714 998 6441 F 714 998 3403 STRUCTURAL STEEL 1. Fabrication and erection of structural steel shall be in accordance with "specification for the design,fabrication and erection of structural steel for buildings",AISC, current edition. Steel to conform ASTM-36; pipe columns shall conform to ASTM A53,Grade B. 2. All welding shall be performed by certified welders,using the Electric Shielded Arc Process at licensed shops or otherwise approved by the Building Department. Continuous inspection required for all field welding. 3. All steel exposed to weather shall be hot-dip galvanized after fabrication or other approved weather proofing method. 4. Where finish is attached to structural steel provide 1/2" bolt holes at 4'-0"O.C.for attachment of nailers. See architectural drawings for finishes (Nelson studs 1/2 x 3"CPL may be used to replace bolts). MASONRY 1. Concrete block shall be of sizes shown on architectural drawings and/or called for in specs. and conform to A.S.T.M. C-90,grade"N" lightweight units with max. linear shrinkage of 0.06%. 2. All Vertical reinforcing In masonry walls not retaining earth shall be located In the center of wall. Retaining walls are to be as shown in detail. 3. All cells with steel are to be solid grouted. (except retaining walls where all cells are to be solid grouted). SHEAR STRENGTH FOR BOLTS(UBC Table 23-111-K) 1/2"4,bolts 470#x 1.33 =625.1# 5/8"0 bolts 590#x 1.33=784.7# 3/4" bolts 710#x 1.33=944.3# • • Structure Consulting Engineers 2199 N. Batavia Ave "F" Orange, CA 92665 T 714 998 6441 F 714 998 3403 FOOTINGS (UBC Table 18-I-A) Width of Thickness of Depth below Footing Footing undisturbed ground surface 1 Story Footing 12" 6" 12" 2 Story Footing 15" 7" 18" 3 Story Footing 18" 8" 24" Assumed soil bearing without soils report= 1000 psi • • SHEET STRUCTURE T8714E 9098 fi484 T 1 1 4 9 9 8 3 4 0 3 00 CONSULTING ENGINEERS l-1_1E.L lZ t 7, Z' I, X t� 7irvv Zcg orc_. Z > (3.An/ . Ns-7 2. 0 T13 'NJ `7 CSAnAterL O -7-.q L., • 4) A 7 • STRUCTURE TORANGE,1, 8098 648SHEET 41 CONSULTING ENGINEERS 1 714 998 3403 19 ba y \� e * a . J bkJ ✓ \ C Z >Ae 2x� le �Q l (ywm ) �1 \ \ n \ � 21 ' F 7( cru ?At coh ER -Ncs 411 1938 N. BATAAN AVE., STE. D • SHEET + STRUCTURE ORANGE , CA 92865 T 7 1 4 9 9 8 6 4 4 1 IU CONSULTING ENGINEERS F 7 1 4 9 9 8 3 4 0 3 • EXISTING ROOF RAFTER Soot- (oL —16d = (34 EN NAILS 2x$ TIES ® 4a " O.C. RAFTER TIES ---ES1 Re 6-01 2,66N. 6ArAV,A AVE., 6TE.ESHEET [ STRUCTURE GRANGE, CA 82865 T 7 1 4 6 6 8 8 4 4 1 1 6 CONSULTING ENGINEERS T 7 1 4 9 9 8 3 4 0 3 noc 4.6\ p(_ ens SPAN = 17 POINT LOAD= S = 0X1-7 Xc ' S =7iLIN3 ROOF LOAD = - i`C rj(31[ , 0 WALL LOAD = no A O (= 91 J IN3 FLOOR LOAD = • TOTAL LOAD = V = _ # 7 A = )ISXIC* - 2 =-), JIN2 sy ,{ H L_,=4( 0 IN2 R1 = R2 = ® USE: 2 x U ( \o tt 0 SPAN = POINT LOAD= S = 6 )( I S 2 x I. --,94f,1 IN3 ROOF LOAD = (7A 4Lia=Ko5 /200 (, ( J WALL LOAD = = IN3 FLOOR LOAD = TOTAL LOAD = V = = 7�f A = ), 13X1(o-L (7'J - /2/ _ AgIN2 JrX \ , = IN2 R1 = R2 = • USE: 4 >c \ C PROPERTY INFORMATION 1) Property: 1140 SEA BLUFF DR, COSTA MESA CA 92627-4068 C035 APN: 422-322-08 Use: SFR County: ORANGE, CA Tax Rate Area: 15039 Total Value: $278,970 Census: 636.01 Prop Tax: $3,036.80 Land Value: $111,563 Map Pg: 31-Al Delinq Tax Yr: Impry Value: $167,407 New Pg: 888-F2 Exemptions: HOMEOWNER Assd Yr: 1998 Phone: % Improved: 60% Owner: SCHULTZ STEVEN P & LYNN E Mail: 1140 SEA BLUFF DR; COSTA MESA CA 92627-4068 C035 SALES INFORMATION IMPROVEMENTS LAST SALE PRIOR SALE Bldg/Liv Area: 2,356 Transfer Date: 04/12/1983 # Units: Sale Price/Type: $129,500 FULL # Bldgs: Document#: 193710 # Stories: 2 Document Type: $/SF: $54.97 1st TD/Type: Yrblt/Eff: 1976 1977 Finance: Total Rms: 8 Junior TD: Bedrms: 4 Lender: Baths(F/H): 3 Fireplace: 1 Seller: Pool: Title Company: Bsmt Area: Transfer Info: Construct: #Parcels/Last Sale: Flooring: Air Gond: CENTRAL SITE INFORMATION Heat Type: FORCED AIR Improve Type: DETACHED Lot Size: A0.13 Quality: AVERAGE Zoning: R-1 Lot Area: 6,004 Condition: GOOD County Use: 1 Parking: GARAGE Style: TRADITIONAL Bldg Class: Park Spaces: 2 Other Rooms: FAMILY ROOM;DINING Flood Panel: 060216.0046E Site Influence: ROOM;ATTIC Phys Chars: SLAB FOUNDATION;WOOD SHAKE ROOF COVER;STUCCO EXTERIOR;PUBLIC WATER;PUBLIC SEWER;COVERED PATIO;OPEN DECK;AVERAGE FUNCTIONAL UTILITY;DISPOSAL; Legal: P BK 88 PG 10 PAR 2 Comments: MIR CLO © 1996 Win2Data 2000 Page: 1 of 1