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HomeMy WebLinkAboutSUBMITTED PAPPERSrernu[ ff - L�lfD/1� CERTIFICATION: a This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y6UR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: rtify that all the foregoing information is accurate and that al work will be done in compliance w th all applicable laws regulating construction and zoning o^H ONTRACTOR SIGNATURE o R CONTRACTOR SIGNATURE STATE OF FLORIDA c ff o o= s STATE OF FLORIDA 1 COUNTY OF S � LyCi � � � z L c S� • V \' e o ¢ COUNTY OF The foregoing ins ment was acknowled ed 3 w m e foregoing it}strument was acknowledged ``before me this day of 13 C 20 1by y,... ¢ fo me this _ d of QrV, 20T% by W t :. 1 _ tv is personally "" % -J ^ 8$ 7j Qis personally known to me or 1 o has ced r a �' pro hown me or wht '.,,�,.... a.• 3,� z,Y producgtl idention. ,x•,fi` as O as iden ation. ���;_ T( Uo t.. ' I ¢moo¢ C / '�' Si ature of Notary " 3 w Signature of Notary ;111`atn�. �lli�'\Rin\t\�U� V V• Wi,l\G1M \• �041A0.V\P\\e� T" y.,..� Type or Print Name of Notary ',.�--""M . Type or Print Name of Notary Commission No.& (Seal) '�;�J�.`+* Commission No. (Seal) NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUH,ING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. OFFICE USE ONLY ZONING, -r g r SECTION TOWNSHIP / ( RANGE MAP NO. / 3// ,,, �• d•� ZONING n C _ LAND USE LOT CVG % Additional Permits Yes no tjoO f�J REPORT CODE A / l v /ZONINGjREVIEW, BIMS FEE $a` MISC FEES $ TOTAL FEES $ BUII DING :& : -: st , . ,r 3 x_a M REVIEWS ZON G -ZONING ' PLANS MISC. VEGETATION _ REVIEWED BY -EX MING - - DATE r INITIALS OFFICE USE ONLY: DATE FILED: PLAN REVIEW FE RECEIPT NO.: PERMIT NUMBER: ©SD CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning SCANNED2300VirginiaAvenue ' Ft. Pierce, FL 34982-5652` BY 561-462-I553 St. Lucie County APPLICATION FOR BUILDING PERMIT FOR ALUMINUM- STRUCTURES, PROJECT INFORMATION 1. LOCATION/SITE SS:- U U N xTT[ e 2. S/D NAME: \ `• t K e 5 SITE PLAN NAME: 3. PROPERTY TAX ID#: 3 2 - S00 -O/Gt(-C)OU - Z 4. LEGAL DESCRIPTION (attach extra sheets if necessary): a . 5. 9M 10. PLAT 6. PAGE 7. BLOCK BOOK NO. �j NO. PARCEL SIZE: ACRES/SQ FT. t / LOT DIMENSIONS Vr 8. LOT f NO. ON OF CONSTRUCTION PROJE T OR WORK ACTIVITY: el?e IMuv e 4 �c :P hu c• e r�ttiC. IOS ut C 1iCAWl4t-st N_i' '4-#�ivrM� L �� c 4k�. P 11. SETBACKS (ACTUAL) FRONT: BACK: 12. [] NEW CONSTRUCTION [ ] EXPANSION/ADDITION 13. TYPE OF STRUCTURE (Check all appropriate boxes) [ ] SCREENROOMS [ ] CARPORT/PATIO ROOF [tXXPOOL ENCLOSURE [ ] MOBILE HOME ROOF OVER RIGHT: LEFT: SIDE SIDE [I GLASS ROOM [I SHED - [ l HANDRAILS/GUARDRAII S FOUNDATION _ [LAB ON GRADE [ ] RAISED SLAB W/FOOTPER [ ] 14. DESCRIPTION OF PROPOSED USE: WOOD DECK ON FOOTING 15. Sq. FL✓CONSTRUCTION:- �^ !/�7 16. VALUE OF CONSTRUCTION: $ y The value of conswction is used to determine the amount of pe h fees to beassessed. St. Lucie County reserves the right to question and/or modify the indicated value of consimction if it is demonstrated that the submitted figuies are not consistent with similar %pa of construction activities. If the value is $2500 or more, a - - RECORDED Notice of Commencement must be submitted with "this application. IMPORTANT NOTICE"e When a permit is ready to be issued' and it iN nofpieked fO within 60 dads after notificahon_it willbe_`voided anct:returned to -you by mail. SLCCDV Form No.. 001- Rev. 4122162 drag , , 0,'- OWNER INFORMATION NAME: �3--fl-- T r, • V v f W w n ADDRESS -co ` 0 / CITY: �t' cy e STATE: �t— ZIP cJ > PHONE (DAYTIME): (_) email: -IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER)IS DIFFERENT FROM THE; OWNER LISTED ABOVE, PLEAS FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): (_) CONTRACTOR INFORMATION �% ST. of FL REG./CERT #: ST. LUCIE COUNTY CERT #: r`y U BUSINESS NAME: COBSA V \'ti ` QUALIFIERS /NAME: : 1\\\\ rly:y\ �Yo iyn ✓J\ e ~ ADDRESS: '7 2 0 CITY: Ti C�-C c STATE: ZIP 7 _ PHONE (DAYTIME): (77Z) 46 V - 0.2 i _y FAX NO. 772 - ys i'- 02 Sr 7 email: ARCHIT/ENGINEER: J - �, C� =hC . L _ e y , 2 2 76 3 ADDRESS: -G 3 7 CITY:�STATE: _FL- ZIP 33y3 b PHONE (D YTIIvIE): Ali 73C - 3 yc DESIGN INFORMATION (Contractor has the option to provide site specific engineeringfor Structure & Cladding Components) Product 15' maximum height Minimum Design Pressure MPH Design Pressures Manufacture Model _ Number Method of Attachment As per 1707.4.4.1 FBC 120 1 130 1 140 140C Component Table 1606:2B'- Windows 37.7 1 40.7 47.2 1 57.1 wing Doors 32.4 38 1 44 1 53.2 tiding Glass-, - '32.4, 38- 44. 53.2 Structural Components • Table 1606.213 for enclosed structure only. All open / partially open structures refer to FBC Ch. 20 oof * 0-10 degrees 54.2 63.6 1 73.8 1 89.3 , all Table 1606.2A 22.8 1 26.8 1 31.1 1 37.6 ❑ Impact glazing will be provided Type of Surface attachment Wood Frame _ - Aluminum or enclosed structures only Minimum Design Product Compliance Report # Method of Attachment hutters Pressure MPH 120 130 140 140 C SBCCI I Dade I Other Anchot Type $pacing e emovable Panels ` ¢ Cher DESIGN,PROCEDURE Florida Building Code Exposure Wind Zone mph Attach-all-4ppropriate-Engineering Designs -and -Specifications - - fio_&'Lawrence Bennett, Robert Monsour, or other approved engineering manual to the top of this sheet. - CHECKLIST Items needed: - U/2 copies of site plans to scale, with all dimensions of Existing and New s`It ctures, and showing front, sides, and rear set backs. C1' 2 copies of clean, precise, and scaled plans, on a minimum of 8.5x 11 and maximum of 8.5 x 17 sheets. ❑ Top View, showing beam sizes and -span lengths, column locations, line indicating overhang, -host attachment; and all dimensions. ❑ Front View, column location and.distance between, beam sizes & length; girt locations; and all ddimensions >, :.; ❑ Side View, column location and distance between, beam sizes & length, girt locations, and all dimensions. ❑ 2 sets of highlighted engineers sheets from appropriate. manual for all attachments. ❑ 2 copies of the Design Procedure -Checklist from the AAF Manual ❑ All window and door pressures and attachments noted on plans &checklist. ❑ -2 copies of Dealer signed attachment letter with lot and b_ lock number, and ` street address of installation. Or 4"' wall design details. NOTE: If application, plans, or checklist are incomplete they will not be accepted at the counter or if received by mail they will be returned to the applicant. ; I the Contractor 'take full responsibility for submitted calculations of the design pressures for the openings'of the -structure being permitted 1 certify that the components being used, fastener type; and ' .. fastening pattern meets -the proper design pressures for the structure 666fi d in the:designaad wind zoofile co>taity,_alon vvitln apliisable ta3yles 16i36.2A9 160 e:?1$,1G0 :2C, Flo da: finding Code. �1'l � J:, lk� 0 1 II if 4 If J,fli N it; t i Yl 1, q It I it ,JJI I MI It ;LEGAL LEGAL DESCRIPTION: I. II SURVEYORS NOTES: {''Lot t04 lo1 -1. Unless otherwise noted only plat ted easements ,HOLIDAY PINES PkSE,DNE ,1 are shown hereon. if 2.-No underground utilities or'Imrovements were o4ordIng,,to !theplattheeof located unless otherwise shown. ,esrecordedlinIPlat;qook 18 3. This site lies within Flood:Insurance Rate Map go t , ,, I, i Zone X. W . I . Ile oco�, dflLr:tlft,,.'Luc � It 1 4. Head Zone shown hereon Is a . n Interpretation e County Fif6i't, a', by the surveyor and Is provided as a courtesy. The flood zone should 41 verified by la determination agency. Ugh�!Iofi ay 5. Bearings shown hereon are based on the East line of Lot 104 as'being 1,1201,59'60"1 "At, RadiJs t on1according to the Plot described hereon. ilcurve 1 1. 6. P.I.I.Illu AA, eltd`fiii, uf4e, D.E. denotes Easeblic Ut,filtles and Drainage Easement. s r 7. A:II Lot dimensions shown,alle per plat unless At, i AlfXr with' , h, otherwise shown. Nyell. Ir, sbar,' , 0 caplt r ('17PSM 5643','". n I it", P encet lot Ill I 0 Wires ls'F,.�ci I I evatil'on' I, I, I Fi'F-=FI. 11.1"Idt S6900 I OnW 1100.00! fleld,mlidelurement,'t rib n fated 1121 in flat ', A I I uo 08-lipliPtItl f feld,measured i ;Ito one or 0 I, it if j '3;'t it 41 lit It. tMR 10P.I.J.D.E. ISM SCREENED 4 l 1, POOL -DECK CD ' . L I I L CAR 7 51.97, 27,54! C) 1 C ;LA B J.7tp I F CA C 13.29' p, it 4 STORY CONCIll BlLbCK4 I I STUCCO !-1 0 It, 11 1, 1:" 13.35' 14, COVL� i LOT, 103 I P,Rltlli� Al 4, OW , , ill sx. t I IM697 tE�' t . . . . . ... 07 it& .00ill 1 1 it 20" A Sp All l, Ill I N04LE-;, PATH DRIVE J... 11 4llt I[IJN,'IrqM II 4, 44 UASTS IFLI) I! DATA 0 8 41'scipth"W'StIl I, I I. [ -IT Semces;Wnc. U. 'p TIA,,hiil cent that the a ent j, u, 'I our isurvepalsois the Mlnlnn Toohn, irldmedifinlettrat j Iva coda. I It If If NOT iw;n�"", SIOM ;�AM 1ML till It, A ij I,j jLa t At i I aI I'Ic' r it it; JIi. I- I fr It it V till' lLiI l;;j i eyi, g', If t If fit q l 11"A ll 'r l IlQg It' i;'�I%Vj' j j lih of ., ", l�t 1, T p l, I t, iAt T, A, R'!T.li It '10.1 i I 1, 4 I, It iWill it s" 1; r,,u , -, It S fi A .1. LMUWfC LU UC IJIUUUU UII CXIQU111' foundation the same size that 1/� \ was prior to storm damage. No I urctc.h <PS c'e�'c e- other work will be added to original -Qv- foot print of the existing structure. g DN►SIOPI INS�'F�Ll1DES OI�LV lidl PRODUCTSNtID IN DETAILS. AND DEN I S ARETNERCONT pDT�es• e v`� ALU�INUI�1 c Coastal Aluminum Co 4205 Metzger Road Ft. Pierce, FL 34947 I�w'Nze SC C. K . Inc. 9u1LDIND E IVtSigy FO REVIEWEDt,9�1/+.�E MUST " +"u:•c.;,rrl� Cd® eF1.^xeoEv;..,�q,..n� dos DR Qp/n the �ooti rE'S Qa'%ti for®y ihi Iok �QP��pG PPc�oPgq�`P' Jie of, rs lg�, f f t y 4 a a�ea`e' �� f t. rrioare ��onVrest�t _, 71' 7yI GI v r x rx'OI1r W/ 4I10 TEK RATE 1x2 2x2H CORNER CDLIIMI D'x Tx.OW PLATE W/! 01 TOM N COL ..• 1r10 IN CHAIR RAaWND IN EA K•BRACINO P0. • rxD'z.062'PUTI W/4I70TIDa FAD PLATE t OUTSIDJIL ° PLATE 400E ROOF rx TKJM2' S EACH �9 BEAM RATE W/3 H0 1BISIN mI.i OOWNN 1 NOIA& RAILACT CA. ILA COWM K�WiONOtti 2x2H rIYP3 SECTION °B - B' x2 INTERNAL SHD' PLATE. TYP EACH HALF OF EACH BEAM ° ° _ ° 014 TEB SCREWS ° ° ° ° TYP 1B PER PLATE ° ° 2x2H IIYR Q■■I \■II r• 'x S'x.00r RAZE +� WA;07 I/4/10`TBSednVDl�.0 1\®iv� TWLATE gsp U NOIREOTTE L Tf ci'�CORNER 2 x 2 H .����5p P O SPANNING STRAP EE21� C O MACE C®N���SP Ft�E _ AY,Tac���� In _RQA(-imr-f�F -xi- INTRMI/1r RATE 2z2 TV EACH HALF OF 61CVI� / OYR BEAM �L1 ° *147EKSCRLAAS TYP 17 Rit RATE TYP. BEAM SPL TYP SCREEN ROOF 1x2 : : IIb3llit4y�li'iY 6MAU13O 3R'x2 Vr1AG TIM EA BEAM (rz 7' AND IAZERI 1' FASCIA W/ 2' SUB -FASCIA - 22x2�xROOF TYP SCREEN ROOF BEAMI 1x2 2x34L1P� rx2'X.12rANOLEW/4r�) jLAMrV TEM TYP. EACH SOLE OF BE2 x 2 H CHAIR RAR, V49x 2 V2' LAO BMW TYP. -; EACH SIDE OF BEAY I21& ANTI TIDE OF SI MC Vr v r MINA--{ (IYP] 2' FASCIASLEW Cr x r DEALS AND y� REAM �TYP�ROOF J 1x2 IG SlREN5 NLISTANCHDR BO01 O,ALLBE EAT OIA FDR 2'x7' BEAMS ITHEWAUFRAWNG. II AID LARGER WOOD FRAME/MASONARY W&*ESE?,LA T AD 1 #S0 TO 2_x' ��_ FTISIRLID®2 GIlI1BL lNSERr W/THE F R®'I RMME 1/4' x 7lNO SCREW 10. LONG TTW. EA BEANO W/TNE FASIENH2 BBND 31/2' N LENGTH. TO ITYP.4PH2 1/4'x 2'UO SCREW OR MAINTAIN A, 1?MN. 014 TEK 1YP2 EA NB[3M. SIDE OF BEAT! SCREEN ROOF BEAM NOTE: ALL FASTENERS SPECIFIED II 'MUM PERfNN ONLY TO THE FA OF COLUMNS, THIS DETAIL IS FOR I ,I IT 2 SCREEN FRAME ED ETHER 0 1x2ANGIE IX2 OPTIMAL 2'x 3'x.125' MOLE THIS SAME DETNLALM AMM TT PACER IF GAITER HAS W/ 4 010 TES Tit, BEAMS WITH THE SUBSTITUTION 01 SPLINE GROOVE SIDE OF BEAM OFTHE ABOVE SPECIFIED TALONS. STRUCTURAL GUTTER J INTERMEDIK _ ._FtHIANANSARD APPLICATIONS;THE FIAT S BEAM'SHALL NOT EXCEED THE SPANS SHOWN B BEAMS. IN THIS CASE, THE NEXT LARGER BEAM 1 APPLICATION. THE MINIMUM HORIZONTAL PROM LEG OF ANY MANSARD OR HALF -MANSARD BEAI OftEEI ROOF \ \ 2'X rx.OBrANOLEI 10 `w/2MOT2#10 I BEAMAND2M0 SCREW ROOF M06.N5.. Za• 0.C. ,Twe IN m Mm BF1iM W B #`I TEk AN01E •ILV`LI W/SM07EKL AD EA. SIDE OF LOAD BEUONO COW 1x2 DATSEEWMCHORI • CON W/ MIN. EASE M 2VrIN IAL EASET Ir OMIJ OOE OF lOAD fE/11ISN( [MONOLTHIC FOOTER Jl UPRIGHTS 2 x 5 AND LARGI AND AGAINST THE CONCRETE; L 1x � R C 2x3 SNAP E N IM) 2. MEN 2 UYPJ B 1 1x2 B m •'a COIN U H 2 V."0 M 1r30 CON. 10, IMNJ SIDE OF ISOLATED/ADD-ON FOOTE WIRE A SECOND SET OF 2 x 2l TO BE INSTALLED IN THE SAME VE ATTACHMENT DETAILS CAN BE I. BY SPECIFIC JOB SITE CONDITIONS. L, 2004 : NO. IB AM OVER W/3r1: OF BEAM -'-"' • �% WALLS: 26 PSF2' AS _ 7xrx.12SANGIE D. MINMUM ROOF HECHT-3D7 ANTE fIYPjr. W/ D M0 TEKB, 7YP., 1 EA. ODE OF LOAD E. AT TEI � OE� EEO �� P O ID COALLNTINUOUS LOAD PATH PROVIDED F. CONTINUOUS ASS I80 LINO O 2. MATERIALS (UNLESS OTHERWISE SPECIFIED) I COLUMNS A TOORUSIONS - ALUMINUM ALLOY 6063-TO 6 3DO3-H16 III& TRIM B. FASTENERS - ALUMINUM ALLOY 2024-74 A 7075-T6, CAD PLATED _E7miING SLAB e .•. LYTERLDCONO STEEL, HOT -DIPPED GALVANQE) STEEL OR 300 SENIES STANLESS BRICK PAVERS STEELICHO OR EAT TM ° . '4 EATSIEVEANCHORORS&TAP CON W/ MIN. EMBEDMENT OF C. SCREEN CLOTH -VINYL COATED, WOVEN FIBERGLASS, 60% OPEN OR GREATER MBEDMENT OF ° .'• 21/C IN CONCRETE TYP.1 B1W I CONCRETE (TYP. I EACH SDE OF UMIT SFARNO COLUMN 3. BOLT AND SCREW FASTENINGS THROUGH AN OPEN 10(T—ON INTO SLAB, I= BEAWNO COUIIW MASONRY OR WOOD FRAME WALL OR FASCIA MUST HAVE A S/B' DIAL HEAD 1 r50 CON. 10. Goo OR USE A SR' DIA WASHER, 24, MAXIMUM SPACING. 4. MIND BRACING IS NOT REWIRED WHEN AN ENCLOSURE 5 FULLY ZICONTJ BRICK PAVERS SUPPORTED ON TWO SIDES BYTHE HOUSE. UIGLES INSTALLED INSIDE THE 1 X 2 SCREEN S• ALL S WWI DTIE DOWN ANG ES ARE REQUIRED ONLY ON COWMNS T SUPPORTING STRUCTURAL BEAMS (UNLESS OTHERWISE SP13FIED MANNER AND WI HI THE SAM Spf the adequawswE IFIC ENCINEERIN(B.F ARE . TION DETAIL the existing foundation �p(�� sr+�FICDRAMnNGSFOIiJLATo FWALL 7 SHALL BE SELFCLo9)ED IN ANY COMBINATION, responsibility rr Y4tP0s3_ of the coTRaEACOPIgw G�IFiE 0T3GI SII P�NdNffR for replacement of structsl"UNDERHIS EMBOSSED SEAL � ce w°Cw� gLLJ G O 0 N ? LLI GO LU R OC�� oar �� *M Cn DO N W ZLU Z�p Old LU 3 0 = Z N NQ 0 ELL � OL ix TOLL U O a X LL O Lu LU ¢� a C a� i 07 zALH n NMo LLC4 • UQN �.. HA 9 { . . _ . , r .. 050/-/D/lam -R JOANNE HOLMAN, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY File Number: 2490916 OR BOOK 2083 PAGE 249 Recorded:10/22/04 10:29 NOTICE OF COlp1ENC NT ;late f T�r"�Mo 3 I Z- s V o- of o f - ow -- Itate Of L.- Caii* Of • S-ir. . v e, e- 'HE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of :ommencement. Fee Simple Title hdder ('rf other than owner) Iw. c.. Caftractor Address Address Amount of Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) T. Florida Stables: ruuuox Address Fax# In addition to himself, owner designates of (Phone# Fax# Ito receive a copy of the Lienor's Notice as prdvfded in Section 713.13(1)(b), Florida Statutes: Expiration date of notice df commencement is one year from the date of recording unless a different date is Specified. ACeUe'+�(Yraa, STATE OF FLORIDA, COUNTY OF j� L — OWNERS SIGNATURE Swam to and suhserrbed before me tfiis - day of _ ; Zi ,by � r I r M ti ,who is personally �nown.to me or who has produced' T—' as i ngfication. (seal) SIGNATURE OF NOTARY r,� wuuti+r.xouu DDI JFt ca"vusso+r°rrer3Lr TYPE.OR.PRINi.NAME OF NOTARY uweImRE,w� NOTARY -PUBLIC TITLE COMMISSION NUMBER Property Appraiser - St.Luci:-- ^-unty, FL _j Page 1 of 1 Gary D Morgan Record: 1 of 1 Property Identification Site Address: 6000 NETTLE PATH DR Sec/Town/Range: 12 :34S :39E Map ID: 13/12S Zoning: PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes ParcellD: 1312-500-0105-000-2 Account#: 4253 Land Use: SF Res City/Cnty: ST. LUCIE COUNTY Exemptions Permits Map Ownership and Mailing Legal Description Owner. Gary D Morgan Kay A Morgan HOLIDAY PINES S/D-PHASE I- LOT 104 (MAP 13/12S) (OR 1906-9) Address: 6000 Nettle Path Dr Fort Pierce FL 34951-2387 Sales Information Assessment Final Value Total Land and Building Date Price Code Deed Book/Page 2004 Val: 201100 Land Value: 39500 Acres: 0.39 2/12/2004 262500 00 WD 1906/0009 Assessed: 164245 Building Value: 161600 11/1/1987 0 01 CV 0566/0097 Ag.Credit: 0 Finished Area: 2662 SgFt 9/1/1987 25000 00 CV 0560 / 0509 Exempt: 25000 5/1/1979 20000 00 CV 0310 / 1048 Taxable: 139245 4/1/1979 13700 00 CV 0308 / 0706 TotalTax: 3069.5 Exterior Features View: ExtType: Grade: StoryHght: Interior Features BedRooms: FullBath: 1/2Bath: %AJC: LP1Li]L[H 10741 1LTIL•iINRl - RoofCover. HB- -HB- YearBlt: B- - B- EitYrBlt: 0010 - 1 Story No.Units: SA -Asph Shingle RoofStmct: 1991 Frame: 1991 PrimeWall: 1 SecWall: HP - Hip BS - CB Stucco 3 Electric: MX- MAXIMUM PfminlWall: DW- Drywall 2 HeatType: FHA - FrcdHoWr AvgHVFI: STD 1 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet 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 PA01 - POOL DK-AVG Y 1 504 AV AV 1991 1 0100-SF Res GFI -Front Ft 100 SWAV - RES POOL AVG Y 1 510 AV AV 1991 3CFT - 3CFT S 1 1 AV AV 1991 2CFT - 2CFT S 1 1 AV AV 1991 3CFT -3CFT S 1 1 AV AV 1991 ENC2 - POOL ENC-AVG Y 1 1014 AV AV 1991 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. THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED Depth 170 http://www.paslc.org/PRC.asp?prelid=131250001050002 1/14/2005