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HomeMy WebLinkAbout10-10350 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10350 BUILDING PERMIT Permit Number: 10350 Address: 39049 CARDINAL AVE Permit Type: ACCESSORY BLDG. .ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: EASY ACRES Est. Value: Parcel Number: 13- 26 -21- 0100 - 00000 -0090 Improv. Cost: 1,882.00 a 4 w Date Issued: 4/14/2010 Name: JAKUBIAK, JOSEPHINE Total Fees: 60.00 Address: 39049 CARDINAL AVE Amount Paid: 60.00 ZEPHYRHILLS, FL. 33542 Date Paid: 4/14/2010 Phone: (813)787 -7025 Work Desc: SHED 8 X 10 INSTALL L4 dazia ? m.._< : lk �+. x L ''e °`4 �qE'<r « 4 4, m4+mP"n H• •ice - I � 5 IL.IN 60.10 Oaf SHEATHING FINAL 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." •�'� RAC •R SIGNATURE PERMIT OFFI • • MIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER =;IM 3.7: N3S 35#5.44rO i AisiGJL311,011 )lWWHnxnr 3Nlr1d3501' :Ol 031.41t V — — 41/21 .09 1N31734Vd 40 3003 17VHdSV ,0Z / • ' a1 r$ / ( 1S3 4 � id (d),00 .1.5341 0 LWOW „8/5 did a n N w `OS7V _ _ _ — - O ,019r t r Ot o• ,5D ° 6i*06£t# S32! N Z t". i , . o Si) O ,ZOZ .**ii AelOIS 3NO 3M .9 Q r.::,* d' 3 ,, .Y �, c 0 c' O . 49 ,i• • ,£ 6i ,Z 0 • d d _' _ GI�i riff ,1 OZ 0 �� 0 n O / d , 501 CI -- t O L o, L , 9 107 �� ,10 3/ � S � ^l Di .107 • 0 .L7+tZ E X •-•• o n I O r i Z•tt ,1 ' t 1 l .. Ia. '4"AS' N3d ' _ 6 107 , � _ • g , f 03HS S-�t`� { ONOO , w i i - d 7V_1311 C ° 1 (d),00 v e. Sb3 . 1. (4),1•9"61 3 z�;s&se s i, ,...---r r- i 11/1d S �''` 9 107 ,02 , ,0 'VQ!d07.3 ,(1NnOO OOSVd j0 S0d003N O17Bnd '001 39Vd 'Di N009 1 V7d M 0302100321 SV 303213141 1 V7d NO dV1 3H1 01 9N1021000V `NOIS•IKl9(S S3210V .(SV3 '6 107 _ „ T ,77V'.7S` NO11d 1210S30 7V937 Y il iAgirliM200 O d' • *JR' 13 ti''''OArlifii° Niart-120ff ..SE iigiNafAZilt__Oion_ APer firoxaso_ 4.:f ■ City ofZephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Se p / e J Gt K i( 6iS( Date Received: f• 2--/O Site: 39 oq 9 0 Permit Type: e v to c5/tPd Approved w /no comments: ❑ Approved w /the below comments: Denied w /the below comments: ❑ 0 90? R' sLI k1( Aiti, _00 5 k'ark ,,P./ -6", dO 41( po- 4 4.i/fp. ,A,kie ‘e )2 4 /242,1 cwd 44a41621 c/ taf lf „i44:9 / ® /�i., ., V „Ads _ n ,, ^ _ 4) /op 7� i tu d id 1 A /. 12d6,t.„ This comment sh t shal kept with the permit and/or plans. "9 — /- 2 -- id ,�,� :.terms Kalvin S tzer — 1, xaminer Date 7. ntrasi or and/or Homeowner - . • ed when comments are present) 813 -780 -0020 City of Zephyrhills Permit Application '/ Fax -813 -780 -0021 j Building Department f 16350 Date Received Phone Contact for Permitting -- Owner's Name Joscp)- J& 0;4 k .9 )Rk- Owner Phone Number 5/3-75 7 70 2-5 Owner's Address 39102/9 Ave Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address �/ JOB ADDRESS 3907 9 LOT # SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT I 1 SIGN 1 I MOVE n DEMOLISH ) INSTALL REPAIR PROPOSED USE © SFR I I COMM n OTHER I TYPE OF CONSTRUCTION n BLOCK �/ I I FRAME n STEEL n OTHER I G DESCRIPTION OF WORK .) If C -O O < / © BUILDING SIZE SQ FOOTAGE HEIGHT j BUILDING $ act VALUATION OF TOTAL CONSTRUCTION 1 ELECTRICAL $ AMP SERVICE I I PROGRESS ENERGY I W.R.E.C. I I PLUMBING $ v e / (� P IL1�fi eda I MECH $ VALUATION OF MECHANICAL INSTALLATION Ig GAS I I ROOFING I I SPECIALTY I] OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES I INO BUILDER " • i .46„ C OMPANY y� SIGNATURE �: f /� REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address License # ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT I Y/ N 1 Address I License # PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I License # MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N J FEE CURRENT I Y/ N I Address License # I OTHER COMPANY SIGNATURE REGISTERED I Y/ N _1 FEE CURRENT I Y/ N I Address License # I 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. Directions: FiII out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $5000) ** 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 Sewers Service Upgrades A/C Fences (Plot/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 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) -' ■ OWNER OR AGE • t i CONTRACT `f►.:ri� � ' r— • : • _• - Subscribed ands • - • • o. = met is , Subscribed and • •• % ' 'affirm: • • -fore e I is q by .i �) <1 -t z. Co by r^..cc-p t /+ 13 AiL Who is/arespersonally known to me or has/have produced Who Is /are personally known to me or has/have produced C -VVSn.. as Identification. C << e- csst_- as identification. �J ►- - Notary Public i v� i ?..C2 ESA-' Notary Public , JACQUELINE DD 621833 Comm o • � � JACQUELINE BOGES Commis Commission DD 621833 • .__ CurrimIsslon w 621833 Expires December 12, 2010 ;;.•� t Expires December 12, 2010 Bonded ThNTrt/FYnk GI8004*1Q1@ ' p Name of Notary typed, printed or stamped Name of Notary type p rinted�''or st�Pi4' �'""n 701^ Pasco County Parcel: 13- 26 -21- 0100 - 00000 -0090 001 Page 1 of 1 I Data Current as Of: II Weekly Archive - Saturday, April 10, 2010 Parcel ID 11 13- 26 -21- 0100 - 00000 -0090 (Card: 001 of 001) Classification I 01 Single Family Mailing Address Final 2009 Value JAKUBIAK JOSEPHINE A Ag Land $0 39049 CARDINAL AVE Land $19,440 ZEPHYRHILLS FL 33542 -2208 Building $44,573 Physical Address Extra Features $4,957 39049 CARDINAL AVE ZEPHYRHILLS FL 33542 -2208 Market Value $68,970 Legal Description (First 4 Lines ) Assessed (Non - School Amendment 1) $68,970 See Plat for this Subdivision "' Taxable Value $68,970 EASY ACRES PB 10 PG 100 LOT 9 OR 8278 PG 970 Land Detail (Card: 001 of 001) I I Line II Use IIDescription' Zoning Units I Type II Price II Condition II Value I I 1 II 0100 JI SFR II 00R3 II 8,000.00 II SF II $2.43 II 1.00 II $19,440 I Additional Land Information I I Acres II_ 0.18 II Tax Area II 30ZH Q FEMA Code II X IlResidential Codell ZHLALP6 I I Building Information - Use 01 - Single Family Residential (Card: 001 of 001) Year Built 1974 Stories 1.0 Exterior Wall 1 Concrete or Cinder Block 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 Vinyl Asbestos Flooring 2 None Fuel Electric Heat Forced Air - Ducted A/C Central Baths 1.0 I Line II Description II Sq. Feet II Repl. Cost New I 1 II BAS II 950 II $50,806 2 II FOP I 112 I $1,497 I 3 II FCP II 240 II $3,209 I 4 II UST II 108 II $2,300 Extra Features (Card: 001 of 001) Line II Description II Year I Units I Value 1 II DWC II 1974 I 200 I $188 2 II POOL -6 II 1990 250 1 $3,000 3 II CON PTO II 1990 I 120 I $185 4 II UDU II 1985 I 160 I $360 5 I DCFENCE 2000 1,188 I $592 6 II UDU -M I 1995 I 1 I $632 I Sales History Previous Owner III HUMPHRIES MARK JR I Year II Month B ook /Page II Type I Amount I I 2010 II 02 8278 / 0970 II WD I $99,000 I I 2009 II 04 II 8067 / 0739 II II $0 I 2009 II 04 II 8079 / 0820 II WD (I $38,100 I http: / /appraiser.pasco gov. com/search/parcel. aspx ?sec =13 &twn= 26 &rng=21 &sbb= 0100 &b... 4/14/2010 3/16" GALVANIZED CABLE TIE DOWN ENGINEERING PART #5I556 (OR EQUIVALENT), SIMPSON "LSTA 20 GA. TIGHTEN TO 500 LDS OF TENSION STRAP TIE FASTENED WITH (2)-2x6 PRESSURE (14) - I OD NAILS TREATED SKIDS (7- FASTENERS PER MEMBER) USE (3)-3/1 6" GALVANIZED CLAMP TIE DOWN ENGINEERING PART 11 #53806 (OR EQUIVALENT) ��A�A 5/8" DIA. LAG BOLT WITH 9 f ! / /' 1 ix8 "zf 6d°. //O W 3" EMBEDMENT A449 1 10 MPH WIND ZOND- \ ` %�� / \ � / �B lo ' /\ GALVANIZED OR EQUIVALENT 1/2" DIA. X 30" GROUND ANCHOR / / �/ / ` r / \ / \ \ / \ / \ / \ / \/:\ I I O MPH WIND ZOND- I� -fi WITH SINGLE 4" HELIX / / // \//\/ /, \//• 5/8" DIA. X 40° GROUND ANCHOR . f 1 (MODEL #59055) FOR SOIL CLASS 2 // %\ /�/ -�(�� WITH SINGLE 6° HELIX 130 AND 150 MPH WIND ZONE - V : , \ (MODEL #59060) FOR SOIL CLASS 3 �•` N ' 5/8" DIA. X 40° GROUND ANCHOR "' //� - � /// ' , /,t j 4 S�8 "x 16`� A \ \� • t 3 0 AND 1 50 MPH WIND ZONE - \/,,, " - BLOCK 9... WITH SINGLE 6" HELIX ;i \ (MODEL #59060) FOR 501L CLASS 3 2\ 1..-\\\'..,;( � 5/8" DIA. X 48 ' GROUND ANCHOR '% f �, i /,/ \ WITH SINGLE 6' HELIX \l \\\''..,\,,I.,*' \�� (SEE CHART FOR QUANTITY) ; � /� / (MODEL #59065) FOR SOIL CLASS 3 ,'\ / ").' "' \ GENERAL NOTES (SEE CHART FOR QUANTITY) ''' \ \/ ' - / \ ;.-, \, I . DESIGN FOR MIN 2,500 P51 CONCRETE 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3,150 lbs. AND ULTIMATE LOAD OF 4,725 lbs.; ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE CAUSED UPON INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. ANCHOR CHART 3. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSE1f WITH EXISTING CONDITIONS. CONTRACTOR I5 RESPONSIBLE FOR MEETING SOIL 6LOC- 110 Mr1-I 150 MPH �I50 MPH CLASSIFICATION FOR SIZING HELICAL ANCHORS. Li1L1711 Ate.lC, 4. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN ! 2" OF W117111 LENfm (MAX) u MOCKS u axe ( fl- HOP ;EMCH CORNER 6 IO -4 5. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES 6 7' 6" 4 2 2 2 2 8 APART FROM EACH OTHER. 8 8 7' 6" 4 2 8 10 i' -6" 4 2 2 2 6. THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD 8 12 7 .. 6 ,E 6 REQUIREMENTS WERE SET. 8 14 7' -6" 6 5 5 5 7. USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2" X 30" GROUND ANCHOR 8 16 7' - 6" 6 2 5 5 5 WITH SINGLE 4" HELIX OR 5/8" DIA. X 40° GROUND ANCHOR WITH SINGLE G" HELIX 10 10 7'-0" ' 4 2 2 2 8. TESTED 501L CAPACITY FOR TIE DOWN 1/2' X 30' ANCHOR = 500 FT . LB. 10 12 7' 6 _ _ _ - 9. TESTED SOIL CAPACITY FOR TIE DOWN 5/8" X 40" ANCHOR = 375 FT. LB 10 14 0" 6 5 5 5 10. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED 10 I6 7' 6 2 5 5 5 10 20 7' 2 5 5 BY TIE DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND Ip 24 4 ; • p•: l0 0 4 2 4 4 4 SITE SPECIFIC SOIL CONDITIONS 10 50 7'-0" 12 2 5 5 1 1 . MAXIMUM STRUCTURE HEIGHT IS 12 FEET 12 12 6' -6" 6 12. ANCHORS ARE FOR SPECIFIED SOIL CLASSES NEEDED 12 14 6' - 6" 6 2 5 5 5 DESIGN PARAMETERS 12 16 6 = 5 5 5 2 20 6' -6" 8 5 5 5 I . WIND DESIGN PER ASCE 7 -02 12 24 6' - 6" 10 2 4 4 4 2. DESIGN WIND SPEED - I I OMPH - 13OMPH -150 MPH 12 50 6' - 6" 12 2 5 5 9 3. WIND EXPOSURE CATEGORY: C 12 56 6'-6" 14 2 6 6 6 4. WIND IMPORTANCE FACTOR: 1.0 12 40 6' - 6" 16 2 5. ENCLOSURE CLASSIFICATION: ENCLOSED 12 44 6' 6" 16 ' 12 50 6' - 6" 18 2 8 0 5 G. DESIGN MEETS INTERNATIONAL BUILDING CODE 2006 # FLORIDA BUILDING CODE 14 14 6' 6" 12 4 5 5 5 2007 4 2009 SUPPPLEMENTS TO FLORIDA BUILDING CODE 2007 14 16 6' -6" 12 4 5 5 5 SOIL CLASS DESCRIPTIONS: 14 20 6' -6" 16 4 5 5 5 14 24 6' -6" 20 4 4 4 4 5011 CLASS 2 - VERY DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, 14 50 6' -6" 24 4 5 5 COBBIES. PRELOADED SILTS, CLAYS AND COARL. A TEST PROBE TORQUE VALUE OF 14 56 6' - 6" 28 4 6 6 6 550 +Ibs -m 14 40 6' -6" 52 4 7 1 14 44 6' -6" 52 4 7 7 7 SOIL CLA55 3 - MEDIUM DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS 14 50 6' - 6" 56 4 8 0 0 AND CLAYS. A TEST PROBE TORQUE VALUE OF 350- 5501bs -in DESIGN FOR: LARK BUILDERS _ 409 DICKSON STREET •.•... VIDALIA, GA. 30474 4.......' Haney Associates, Inc. PROJECT NUMBER - 06EN224A ul•••• Engineering & Construction Planning DATE: APRIL I st, 2009 -1 ��• 1N Voce Street, Sake i, NamMK B.C2li7s•?Mrc8f4fK %NFu:a6/446- Sheet I OF I - ...7'.„ A 3 '0 40,irST \ ' ' . -`-PI i]( � � � / / -il •«3 % $T' • . / ` . ( !1 ` 1 • 1 , A E'OR Qa t r NOTE: THIS PLAN HAS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES + >wil aae 2/26/2009 4:14: .. z 01 . 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