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3601 S Orlando Dr - BC08-001827 (KENTUCKY FRIED CHICKEN) (INTERIOR REMODEL) (A)PERMIT ADDRESS 360 ` S. Or CONTRACTOR ADDRESS PHONE NUMBER l '%3(0tk0.r l-5& PROPERTY OWNER K T" t U oper6 es PHONE NUMBER 04 0 `~ 86ft5 P V t ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR SUBDIVISION PERMIT # " `® ! DATE o& a 17 (-/ -a PERMIT DESCRIPTION PERMIT VALUATION�� SQUARE FOOTAGE AN n MISCELLANEOUS CONTRACTOR y PERMIT NUMBER FEE rn MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE GENERAL NOTES [ NEW BRICK TO BENSTALLED IN A TOCH PATTERN WHERE4DICATED ON THE PRN AND ELEVATIONS. NEW BRICK IS TO MATCH IHE EXISTING BRICK ITH REGARD TO COIAR, STYLE, TEXTURE 40 SIZE. L ALL INTERIOR DIMNSIONS ARE FROM FISH TO FINISH (RILES OTHERWISE NOTED, L ALL STUD WALLSIRE TO BE ANCHORS TO THE SLAB ANDROOF STRUCTURE. NFER TO DETAE ION THIS HEET FOR MORE IFRMATION. L PROVIDE STANLES STEEL CORNER GURDS-16 GA., MEASURE I'xP FULL HEIGHT &SE TO CEILING. SET HGLE IN CLEAR ADHGIVE SILICON CAULK. L PROVIDE STAINLES STEEL WALL MOUNED PLATE AT BISCU OVEN. FASTEN Wil STAINLESS STEELFASTENERS. SET EDES N SILICON SEALAT PER NOTE NO.4. REFER TO SHEET [01 FOR LOCATION AN MOUNTING HEIGHT F PLATE. L THE ILLUMINATED WRINGS ARE SUPPORED BY FASTENERS HROUGH THE BRICKATUD WALL. THE CAVIT'IBEHIND THE BRICK UST BE PARGEO Will SOLD MORTAR. SEE WALL SECTIONS FR INSTALLATION. L NEW FRONT COUNER TO BE INSTALLEI REFER TO SHEET 10 FOR COUNTER DEAILS. L NEW BULKHEAD TI BE INSTALLED OVEI DISPLAY. REFER TOSHEET AID FOR SIZI AND LOCATION. NEW DOORS AND INDOWS TO BE NSTLLED. REFER TO SHET A7 FOR TYPE, SIE AND LOCATION REFERECE. D. NEW WALL FI (SHB TO BE NSTALLED.REFER TO SHEET All FOR FINISH SCHEDUE. 1. NEW FRP TO BE (STALLED WHERE EXITING WAS REMOVED TEXT TO NEW OFFICI WALL. ALL NEW FRP IS 10 MACTH THE EXISTIG WITH REGARD TOTYPE. SIZE. TEXTURE AND COLOR. 2. CONTRACTOR TO ERFY ALL DIAENSI06 IN THE FIELD PRIG TO CONSTRUCTION. r 1%' 20 GA. STEEL [TRAPS BOTH SIDES OF S -WS. - 5 2 ff LINTELONTINUOUS WELD) 3 1/2RUGH OPENINGI�Z BBARING In c -e SYMBOI LEGEND ROOM UMBER ® DOOR PENING NUMBER ELEVADN VIEW SECTIOI CUT OR DETAK A� WINDOWTYPE - SEE SHET A7 EXISTW METAL STUD TALL. W/ EXITING BRICK COVRED W/STUCCO WOOD AILS W/ GYP. BARD TYP. U.O.N. 1 NEW WLL CONSTRUCT141 SAFETI GLAZING WOOD BARING PLATES DOUBLEU.S.G.U5SJ14 JOLT U.S.C.OSJ16 STUDS 0120.C. ALL FRMING CONNECTIOS TO BE WEUED. DOUBLI STUDS U.S.G. 66.116 -6' METL STUD NOTE: WALL FAMINC HOWN IS THE IER STRUCTRAL 1 LL USING 6' METL STUDS. STRUCTIRAL FRAMING ELEVATIOIOUTER DN -S' UCTURAL WALL I TO 2 HAVE SIILAR LAMING BUT USES%' METAL STUS. ALL SIDS SHALL BE AS MD. BY INRYCO OR USL ALL BUDS SHALL BERATED FOR LOD BEARING TYPE COSTRUCTION AND SHAL BE ESIGNED IN ACCROANCE WITH ANRICAN IRON AN STEEL NSTITUTEU6U"SPECIFICATION RR THI DESIGN OF COLDFORMED STEEL TRUCTURAL MEMBER(' 1980 EDITION ALLSTRUI URAL MEMBERS MALL BE FORME FROM ORROSTION RESISTAN STEEL. CORRESPONNG TI [THE REOUIREMENS OF ASTM A46. 121YPSUM BOARD TYPIAL ' F.P. BOARD WHERE N OID NEI 3%2. 20 GA. METAL;TUD ' WAL. STUDS TO BE o M' O.C. i a ' 1 V27ONDER BOARD CON1 ATBASE OF NEW WALLI OURRY TILE —�---ANHOR BOTTOM PLATE ASREOUORED TO EXITING SLAB. DETAIL INTERIOR PARTITION n SCALEd%z 4-0• DOULE PLATE RUNER r U.SA 055SJI4 JOIST I II%jDEEPXI4G. JOIST) - {— RUNER METL STUD WALL SE(TIO1 I THRU HEADER AT 6'- r OPEN'G5 O SCAL i' I v Q 0 WALK- ( REFER NEW H001 TO BE INSTi NAI WALL 22 A. S/S I PANI.S FLOOR TO EILING 0 EXHUST H000 I _IXISTING HOOT IS SHOWN ON FL0(2 PLAN SCALE:`' -I'-0' 30'-4 IN FIEEZER 13 IITCHEN 09 TO SEET E01 FOR EOUIPMNT IXISTING PORTION IF WALL REMAIN ILLED, I I S.S. PLATE SEE NOTE NOJ I I I n3-2' FO I TO E RELOCATED I SHFE MI. :"22'-10%2' / SERWG COUNTER SEE IHEET AID FOR )ETAILS MEQ( NICAL rc --1 l EXISTING COLUMN. - ENCLOSE WITH PLYWOOD AND FINISH WITH NEW WALL FINISHES. DINING 04 REER TO SHEET AIO FR SEATING LAYOUT © BRI :AK AREA O N o INFILL AT 1 (RICK TO MAKE I LUSH FOR STUCI D — MEN 06 'CERAMIC I I' LE 1'* OVER GYI BC mmiiiiiiin s® I'- SIMILAR SIZE 2X4 WOOD BLOCIGG WOOD BARING PLATES DOUBLEU.S.G.U5SJ14 JOLT U.S.C.OSJ16 STUDS 0120.C. ALL FRMING CONNECTIOS TO BE WEUED. DOUBLI STUDS U.S.G. 66.116 -6' METL STUD NOTE: WALL FAMINC HOWN IS THE IER STRUCTRAL 1 LL USING 6' METL STUDS. STRUCTIRAL FRAMING ELEVATIOIOUTER DN -S' UCTURAL WALL I TO 2 HAVE SIILAR LAMING BUT USES%' METAL STUS. ALL SIDS SHALL BE AS MD. BY INRYCO OR USL ALL BUDS SHALL BERATED FOR LOD BEARING TYPE COSTRUCTION AND SHAL BE ESIGNED IN ACCROANCE WITH ANRICAN IRON AN STEEL NSTITUTEU6U"SPECIFICATION RR THI DESIGN OF COLDFORMED STEEL TRUCTURAL MEMBER(' 1980 EDITION ALLSTRUI URAL MEMBERS MALL BE FORME FROM ORROSTION RESISTAN STEEL. CORRESPONNG TI [THE REOUIREMENS OF ASTM A46. 121YPSUM BOARD TYPIAL ' F.P. BOARD WHERE N OID NEI 3%2. 20 GA. METAL;TUD ' WAL. STUDS TO BE o M' O.C. i a ' 1 V27ONDER BOARD CON1 ATBASE OF NEW WALLI OURRY TILE —�---ANHOR BOTTOM PLATE ASREOUORED TO EXITING SLAB. DETAIL INTERIOR PARTITION n SCALEd%z 4-0• DOULE PLATE RUNER r U.SA 055SJI4 JOIST I II%jDEEPXI4G. JOIST) - {— RUNER METL STUD WALL SE(TIO1 I THRU HEADER AT 6'- r OPEN'G5 O SCAL i' I v Q 0 WALK- ( REFER NEW H001 TO BE INSTi NAI WALL 22 A. S/S I PANI.S FLOOR TO EILING 0 EXHUST H000 I _IXISTING HOOT IS SHOWN ON FL0(2 PLAN SCALE:`' -I'-0' 30'-4 IN FIEEZER 13 IITCHEN 09 TO SEET E01 FOR EOUIPMNT IXISTING PORTION IF WALL REMAIN ILLED, I I S.S. PLATE SEE NOTE NOJ I I I n3-2' FO I TO E RELOCATED I SHFE MI. :"22'-10%2' / SERWG COUNTER SEE IHEET AID FOR )ETAILS MEQ( NICAL rc --1 l EXISTING COLUMN. - ENCLOSE WITH PLYWOOD AND FINISH WITH NEW WALL FINISHES. DINING 04 REER TO SHEET AIO FR SEATING LAYOUT © BRI :AK AREA O N o INFILL AT 1 (RICK TO MAKE I LUSH FOR STUCI D — MEN 06 'CERAMIC I I' LE 1'* OVER GYI BC mmiiiiiiin s® I'- SIMILAR 112 / INVERT=45.50 / Z/ SEMINOLE CENTRE PLAT BOOK 62, PAGES 39-40 ^ ULE YELLOW STRIPING o / AMER Tr A RIGHT OF WAY VARIES / 1'J 1l•tiNA OUT 425 v 417 0 0 s PAN, PROJECT LOCATION �P�� gOULEVERD E5 LOCATION MAP N _ NOT TO SCALE CENTERLINE 15' WATERLINE EASEMENT, ORB 1795, PG.1429 EXIST. PYLON SIGN TO / BE REMOVED (TYP) ASPHALT PAVEMENT EXIST. TEL. MH. CONCRETE CURBING TO REMAIN WA Tq •TREMA►N' •'' _ ,' _:.;;;' . CRETE - •. " I / EXIST. C.B. _�OO:�-_- - _ITO REMAIN 2. ' - w�W_ - ._.---- _ - - - - -_- - - i�' TOP=47.05 / ��: / - °' oHw /�. till c?I `'��, UTILITY E PGEN765 0 OH OHW OHW OH / I I OHS o F Q ORB 183 , INV=44.01 / .��.. / ---------- - / wq" III II lih� o �� S -4' ARP SSR \ �o�oo EXIST. HANDICAP SIGNS & MARKINGS -00-010°0Q �/ U TO BE REMOVED (TYP) EXIST. CONC. CURB EXIST. STRIPES TO �✓ ' r 22' cv TO BE REMOVED (TYP) BE REMOVED (TYP) EXIST. C.L.F., CONC., AND DUMPSTER TO BE REMOVED / °goy - CONCRE/fE FLUME EXIST. CONC. ❑ �z �� �� �� / /� > CURB TO BE REMOVED (TYP) EXIST. LIGHT %/ \ , / POLE TO BE REMOVED (TYP) EXIST. CONC. WALK TO BE o=�="e / REMOVED (TYP) /// ry Cb ftE p / : � •� "`4�:. � � EXIST. STRIPES TO // O RBB 1689TRAlNAGF /`. �5�: �NOSCgp BE REMOVED (TYP o // P G /. ._A213 s = / a' p� ' 18os / a UIjDl STD Fo \ / / o�Q A_/ / EXIST. CONC. 9g / �� I�(r ��' 1 ¢ / A4 CURB TO BE / % /U� FX/ST 0 j T TO �z �w a `- S/ G& 8 L• / EXIST. CONC. REMOVED (TYP) oNS NRB�' ® Q ; O / / / /� e FRTq% eon Sly DRIVE-THRU TO / ® 0/N � �ROs BE REMOVED // / rrte�. c�" ry •d` / / EXIST. LIGHT � ::'/ / G To B '1N0 /; o�Q / "1 :'•= N / f-y/s : POLE TO BE ¢ / �€ C,e REMOVED TYP SFO ,: {.," EXIST. MENU CTS �� Z Op, Mql ( ) tis FXjST M'== / BOARD & SPEA 1N�698 ROO o� \ `` ,. Toe FBF // . TO BE REMOVE �V / �`� 5EMINOLE CENTRE 0 984 �N� cgP" rp M ` F yRFM �F'17�?RR • P T BOOK 62, PAGES 39-40 EXIST. CONC. F� �Cq<� LOT 2 CURB TO BE `' / EXIST. GREASE / REMOVED (TYP) " : \ TRAP, MHS _ _ q C.O.'S TO BE EXIST. SIGN TO - REMOVED BE REMOVED EXIST. PREVIEW SIGN / / -ey OQ" ` TO BE REMOVED , W OONOR� X99 93 _ p TOP=48.36 F \ C EXIST. FIRE s` ' S INV=45.11 cURe HYDRANT TO / (DOES TO SITE) NOT NNECT �Spyq�T p TD RFMq/ EXIST, ELECT. REMAIN qRN SERVICE TO BE j qR� REMOVED/RE-REROUTED - lip SITE DEMOLITION PLAN NOT PLATTED GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 Inch = 20 ft. EXIST. CONC. CURB TO BE REMOVED (TYP) EXIST. TRANFORMER PAD TO REMAIN - EXIST. CONC. CURB TO BE REMOVED (TYP) EXIST. SIGN TO BE REMOVED EXIST. VALLEY GUTTER TO BE REMOVED EXIST. ASPHALT PAVEMENT TO BE REMOVED o a Know what's below. Call before you dig. LEGAL DESCRIPTION: (OFFICIAL RECORDS BOOK 2196, PAGE 0956) All the certain land situate in Seminole County, Florida (the "Property") being more particularly described as follows: OUTLOT 1 (Revised) Commence at the East Quarter corner of Section 11, Township 20 South, Range 30 East, Seminole County, Florida; run South 02'16'26" West, 716.31 feet; thence North 71'27'34" West, 1077.22 feet to a point on the easterly right-of-way line of U.S. Highway 17-92; thence South 25'47'00" West, along said right-of-way line, 146.00 feet to the POINT OF BEGINNING; thence easterly along a curve concave northerly having a radius of 250.00 feet through a central angle of 32'23'57" a chord bearing of South 85.35'11" East, an arc distance of 141.37 feet to the end of said curve and the beginning of a curve concave southerly, having a radius of 224.98 feet; thence easterly along said curve through a central angle of 11'14'57", a chord bearing of North 83'1`50'19" East, an arc distance of 44.17 feet to the end of said curve; thence South 31°41'32" East, 28.25 feet; thence South 23'41'30" West189.26 feet; thence North 72'13'00" West, 200.00 feet to a point on the easterly right-of-way line of U.S. Highwayl7-92; thence North 25°47'00" East along said right-of-way line, 158.00 feet to the POINT OF BEGINNING. Containing 0.7944 acres. Together with an easement for drainage across certain property to the south of the Property, as outlined in that certain warranty deed (the "Heritage Deed") dated November 8, 1985, from Horne Properties, Inc. to Heritage Federal Savings and Loan Association, such deed being a record in Official Records Book 1689, Page 309 of the Public Records of Seminole County, Florida, as corrected by a Clarification of Easement dated December 27, 1989, being of record in Official Records Book 2138, Page 1899, of said Public Records of Seminole County, Florida. This Site lies in Section 11, Township 20 South, Range 30 East, Seminole County, Florida. DEMOLITION NOTES 1. FOR TREES AND/OR LANDSCAPE REMOVAL AND/OR RELOCATION, REFER TO LANDSCAPE DRAWINGS. 2. ALL EXISTING PAVEMENT MARKINGS TO BE REMOVED. 3. EXISTING ASPHALT TO BE REPLACED/RESURFACED WITH NEW PAVEMENT. 4. - - - - - - DENOTES TO BE REMOVED 5• EXISTING DRAINAGE SYSTEM TO REMAIN. C.G. TO CLEAN, VACUUM AND FLUSH ALL CATCH BASINS AND EXALTRATION TRENCHES. 2 EXIST. ASPHALT PAVEMENT AND BASE TO BE REMOVED. BACKFILL WITH CLEAN FILL AND TOP SOIL FOR NEW LANDSCAPE AREA. CONTRACTOR HAS THE OPTION TO REMOVE ALL ASPHALT AND REPLACE IT. EXIST. 6" CON(CRE1`E TO BE REMOVED GENERAL NOTES 1. SEE SURVEY FOR DESCRIPTION OF EXISTING FEATURES WITHIN SITE. 2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF EXISTING ON SITE FACILITIES ABOVE AND UNDERGROUND. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL FROM THE SITE OF ALL DEMOLISHED MATERIALS, THE FILLING OF ALL DEPRESSIONS CAUSED BY DEMOLITION, AND THE GRADING OF THESE AREAS SO AS NOT TO BE OBJECTIONABLE TO VIEW. THE CONTRACTOR SHALL OBSERVE ALL RE- QUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF HIS WORK. 3. REMOVE ALL VEGETATION, ROLL AND COMPACT AREAS BEFORE REPLACING FILL. FILL SHALL BE PLACED IN 12" LAYERS LOOSE MEASURE AND COMPACTED TO 90% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO-T180-78. FILL SHALL BE LOCALLY ACCEPTABLE AND SUITABLE FOR FILL PURPOSES. THE TOP 12" OF FILL OR CUT UNDER PAVEMENT BASE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO-T180-78. 4. THE CONTRACTOR SHALL BE REQUIRED TO STABILIZE SLOPED AREAS. THE CONTRACTOR SHALL GRADE AND SEED OR SOD THE AREA WITH THE PRO- VISION THAT HE SHALL MAINTAIN THE SEEDED OR SODDED AREA AS REQUIRED UNTIL SUCH TIME THAT THERE IS SUITABLE GROWTH TO ADEQUATELY PROTECT THE EMBANKMENT. THE MAXIMUM ALLOWABLE SLOPE SHALL BE 2 : 1. CONTRACTOR SHALL MATCH EXISTING GRADES AND ALL PROPERTY LINES AROUND SITE, UNLESS OTHERWISE SHOWN ON GRADING PLAN. FINISHED GRADING AND LANDSCAPING BY LANDSCAPE CONTRACTOR. GENERAL CONTRACTOR IS TO GRADE ALL LANDSCAPED AREAS TO WITHIN 4" ( .33' ) OF FINISHED GRADES. ALL GRADES SHOWN ON GRADING PLAN ARE FINISHED GRADES. 5. DIMENSIONS, BUILDING LOCATION AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT TIME OF LAYOUT. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ENGINEER PRIOR TO STARTING CONSTRUCTION. 6. ALL CONSTRUCTION OF UTILITIES TO BE IN ACCORDANCE WITH LOCAL BUILDING CODES. 7. IT IS THE CONTRACTOR'S FULL RESPONSIBILITY TO FURNISH AND INSTALL WATER SERVICES AS REQUIRED. LINES TO BE INS- TALLED SHOULD BE EXTENDED FROM THE CLOSEST WATER MAIN CAP PLUGGED AT BUILDING. SEE C-3 FOR REQUIRED WATER SERVICE SIZE. 8. LOCATION OF UNDERGROUND UTILITIES, EXISTING OR PROPOSED, ARE APPROXIMATE OR SCHEMATIC. LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION. 9. GENERAL CONTRACTOR IS TO INCLUDE IN BID ALL UTILITY COSTS NECESSARY TO PROVIDE COMPLETE ELECTRICAL SERVICE, SEWER TIE- IN, TAP FEES, CONNECTION COSTS, AND WATER SERVICE AS REQUIRED BY LOCAL CODES AND UTILITY COMPANIES. 10. THE CONTRACTOR SHALL BE REQUIRED TO EXTEND AND CONNECT SANITARY SEWER TO THE EXISTING SEWER SYSTEM. IF SEWER IS NOT ADJACENT TO SITE, THE CONTRACTOR SHALL BE REQUIRED TO EXTEND THE SANITARY SEWER SERVICE TO THIS SITE IN ACCORDANCE WITH THE PLANS. SANITARY SEWER LINE TO BE CONNECTED AT A MINI- MUM 2% SLOPE USING A MINIMUM PIPE, MATCHING EXISTING PIPE MATERIAL, UNLESS OTHERWISE SPECIFIED. 11. CONCRETE SIDEWALKS TO BE 3,000 P.S.I. CONCRETE, 4" THICK, WITH 6x6 - W1.4 x W1.4 WELDED WIRE MESH REINFORCED UNLESS OTHERWISE NOTED. 12. ALL CONCRETE CURB TO BE CONSTRUCTED OF 3,000 P.S.I. CONCRETE. 13. THE CONCRETE TRASH ENCLOSURE APRON SHALL BE 6" THICK OF 3,000 P.S.I. CONCRETE REINFORCED WITH #4 BARS @ 16" O.C. EACH WAY. 14. COMMERCIAL DRIVEWAYS TO BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE CITY, COUNTY, OR STATE HIGHWAY DEPARTMENT, WHICHEVER APPLIES. 15. ALL WORK TO BE PERFORMED THAT IS NOT COVERED BY THESE PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STATE, COUNTY, OR LOCAL CODES. ALL WORK IN PUBLIC RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS AND STANDARDS. 16. THE CONTRACTOR IS ADVISED THAT THE SOILS REPORT IS A PART OF THE BIDDING DOCUMENTS. IF THE SOILS REPORT IS NOT RECEIVED WITH THE BID SET, IT IS THE BIDDER'S RESPONSIBILITY TO OBTAIN AND REVIEW THE SOILS REPORT PRIOR TO SUBMITTING FINAL BID. uKft Ldlquula. INCORPORATED engineering *architecture • planning 15500 NEW BARN ROAD SUITE 106 MIAMI LAKES, FLORIDA 33014 PHONE: (305) 558-4124 FAX: (305) 826-0619 EB#0004432 SEAL EDUARDO L. CARCACHE CIVIL ENGINEER -PE 31914 JACK D. RAUDENBUSH ARCHITECT -AR 2808 NO. DATE DESCRIPTION 6-4-08 0 0 0 0 0 0 CONTRACT DATE: 10-18-2007 BUILDING TYPE: K -y07 PLAN VERSION: 2007-D SITE NUMBER: 297909 STORE NUMBER: W750279 DRAWING DATE: 3-11-2008 KFC 3601 S ORLANDO DRIVE SANFORD, FLORIDA K -y07 PI A LMNS REVIEWED C I T Y U` F S A Pff 0 UON R vr - 14 tI( uKft Ldlquula. INCORPORATED engineering *architecture • planning 15500 NEW BARN ROAD SUITE 106 MIAMI LAKES, FLORIDA 33014 PHONE: (305) 558-4124 FAX: (305) 826-0619 EB#0004432 SEAL EDUARDO L. CARCACHE CIVIL ENGINEER -PE 31914 JACK D. RAUDENBUSH ARCHITECT -AR 2808 NO. DATE DESCRIPTION 6-4-08 0 0 0 0 0 0 CONTRACT DATE: 10-18-2007 BUILDING TYPE: K -y07 PLAN VERSION: 2007-D SITE NUMBER: 297909 STORE NUMBER: W750279 DRAWING DATE: 3-11-2008 KFC 3601 S ORLANDO DRIVE SANFORD, FLORIDA K -y07 PI A LMNS REVIEWED C I T Y U` F S A Pff 0 UON R vr