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100 N Entrace Rd - 98-001773 (1998) (SPORTS AUTHORITY) (NEW CONSTRUCTION) DOCUMENTS
Q<pco c g'I i3 ZONE CONTR r SUBDIVISION - DATE O 0 _ 1-1-1 PERMIT # 1 PHONE # LOCATION OWNER ADDRESS PHONE # PLUMBING CONTRACTOR ,je ReG Plb ,. ADDRESS PHONE # ELECTRICAL CONTRACTOR Q Wn C o v eG wnnoccc LoL.F PHONE #- / 1A i i MECHANICAL CONTRACTOR'L "" 1 '[ ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO, SOIL TEST REOUIREMENTS a FINISHED FLOOR ELEVATION REQUIREMENTS ( 1 ARCHITECTURAL APPROVAL DATE: t FEE $ STATE NO. C6COJ 54a'4 i FEES q FEES A FEE S Ill l l LOT NO. BLOCK: SECTION: SOUARE FEET: O MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY ENERGY SECT. EPI: c CERTIFICATE OF O CUP' NCY ISSUED # tv 1 DATE: FINAL DATE -` / <72 ENERGY SECT. EPI: c CERTIFICATE OF O CUP' NCY ISSUED # tv 1 DATE: FINAL DATE -` / <72 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 - 1 DATE: 'r PERMIT #: - rst) BUSINESS NAME: .5eo r /.5 ADDRESS: PHONE NUMBER: ( ) PLANS REVIEW YCi\ TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $ D Gyo% COMMENTS: Go sf. i ya ddy i- a poi r',;« Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply with all applicab cad and ordinances of the City of f ,Florida. Applicants Signature CERTIFICATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING**** DATE: 9' 55 ADDRESS: la v?r'e tc CONTRACTOR/PROJECT NAME: I S The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Utilities/Cross Connection: Fire Dept: Zoning Department: Public Works: c,--- 04 -a 3S CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING**** DATE: ADDRESS: CONTRACTOR/PROJECT NAME: ZA Re)J-,e l The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Fire Dept: Public Works: itTG &n 'G U,4de'-- r\ 01111[59 Utilities/Cross Connection: Zoning Department: WD -aqS.6D P' 5-A4q8 Qec'348(0 SD /d. to coin, a ho,d i.:fo ,..sPtc'f•r l-Z?-g9 y=3 ^'. Redd /-z8-9y PROJECT INSPECTION LOG Date: //I CERTIFICATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING**** DATE: ADDRESS: In /i/c.- CONTRACTOR/PROJECT NAME: k / O S Z CJ4-,r, The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering:_ Utilities/Cross Connection: Fire Dept: Zoning Departmre Public Works: Feb-03-99 15:45 SANFORD FIRE DEPT 407 3OZ 1097 P_02 i CERTIFICATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING**** DATE: Y1 l rn c12— ADDRESS: CONTRACTOR/PROJECT NAME: 7/fi ;o 0A The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Fire Dept: t/ Public Works: Utilities/Cross Connection: Zoning Department: e CERTIFICATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING**** DATE: ADDRESS: CONTRACTOR/PROJECT NAME: 1tA ;o The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Fire Dept: t/ Public Works: Utilities/Cross Connection: Zoning Department: CA City Of Sanford Fire Department Fire Prevention Division irnfle - - To: Arlene RumbleyBuilding Dept Fax: 330-5677 From: Tim Robles/Fire Prevention Date. 02/03/99 Re: Sports Authority Pages: 2 CC: File O Lftwrt For RrAow O PbM rAXrM d PkM pa* O Pkow Rswpb NoW: Please find the attached CO for the Sports Authority Complex, located at 100 Noth Lake Drive. Note that this approval is for the shell only and they will be contacting us for the interior build -out in the future. 1 FEB-16-99 02:52 PM R.A.ROGERS CONSTRUCTION 4073394911 P.01 R.A.ROGERS C O N S T R U C T 1 0 N COMPANY February 1, 1999 City of Sanford Building Department P_ 0. Box 1788 Sanford, FL 32772-1788 RE: Floor Elevation Certification Building Official: R. A. Rogers Construction hereby certifies that the as -built floor slab elevation at the Sports Authority, (Building Permit No. 98-1773) located at 100 North Entrance Road at the Towne Center Plaza project, is 35.00 feet as shown on the permitted drawings and meets or exceeds Section 6 — 7 of Sanford City Codes. R. A. ROGERS CONSTRUCTION CO. Robert A. Rogers President Sworn to and subscribed before me on this 1 st day of February, 1999. v (, Ci?Ck LORI L. SINFORO Notary Public, State of FloridaLori. L. Benford My COMM. expires April 27, 1992 Comm, No. CC45630S Cranc5 nvu l 01111:e Park • 385 Whooping lorry, 1. onR • %jap 1319 • Altamonic 5ptings. FL 32701 • P gmg (407) 339-4001 • fox (407) 339•4911 R.A. ROGERS C O N S T R U C T I O N COMPANY TOM WHITE Cranes Roost Office Park Superintendent 385'Whooping Loop Lane Bus. (407) 339-4001 Suite 1319 FAX (407) 339-4911 Altamonte Springs, FL 32701 Pager (407) 426-6626 PHONE CALL UNIVERSAL Project No.: 19574-002-02 r1lReport No.: 27293 ENGINEERING SCIENCES Date: September 11,1998 Consultants In: Geotechnical Engineering - Environmental Sciences Construction Materials Testing - Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 9 (407) 423-0504 * FAX (407) 423-3106 REPORT ON IN -PLACE DENSITY TESTS Client: A. B. Sanford Limited Partnership Attn: Mr. Tom Brown 1701 Lee Branch Lane " Birmingham, Alabama 35243 Project: Towne Center Plaza at Seminole Towne Center, City of Sanford, Florida Area Tested: Sports Authority, Parking Sub -Base - Soil Cement Reference Datum: 0 = N/A Type of Test - Field: ASTM D-2922 Nuclear Gauge Method Date Tested: August 31, 1998 Field: ASTM D-558 Soil Cement Field Proctor Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Field Proctor maximum dry density. Note: The 7-day compressive strength of soil cement field specimen tests is an average of 385 psi. Pill No. 1 is 390 psi and Pill No. 2 is 380 psi. TEST. LOCATION LABORATORYRESULTS` FIELD TEST•RESULTS Maximum Optimum Dry Field oil Base Test: Description Denslty Moisture :;:: Density Moisture Compac.tlon ; Dept No. of`Test Location per) e) : c 1 40 Feet East From Street No. 114.6 13.0 116.2 10.9 101.4 8 A- 6 ' 2 45 Feet Northeast From Street No. A- 114.6 13.0 115.5 11.3 100.8 8 6 Technician: D. Nimlos lRegisterr cc: Client (2) eying Sciences, Inc. R. A. Rogers Construction Company (1) City of Sanford Building Dept. (1) The Sports Authority (1) , P.E. er - Construction Services DA ional Engineers No. 38818 ml Inspectors No. 907 R.A,ROGERS C O N S T R U C T I O N C O M P A N Y February 1, 1999 T UNIVERSAL ENGINEERING SCIENCES Consultants in: Geoteftical Engineering Environmental Saenca • Constrolon Materials Testing r OFFICES IN: City of Sanford Gain°° fie Building Department n DW/Wne Beach Terry Chissoe Structural Steel Inspector P. O. Box 1788 St.AupusUne Sanford, FL 32772-1788 West film Beech ry,wlle 3532 Maggie Blvd. • Orlando, FL 32811 JacksTampa 407.423-0504 FAX 407.423-3106 RE: Floor Elevation Certification Building Official: R. A. Rogers Construction hereby certifies that the as -built floor slab elevation at the Sports Authority, (Building Permit No. 98-1773) located at 100 North Entrance Road at the Towne Center Plaza project, is 35.00 feet as shown on the permitted drawings and meets or exceeds Section 6 — 7 of Sanford City Codes. R. A. ROGERS CONSTRUCTION CO. Robert A. Rogers President Sworn to and subscribed before me on this 1 st day of February, 1999. Cob / LORI L. BENFORD. r-"( Notary Public, State of FloridaLori. L. Benford My, comm. expires April 27,1891 Comm. No. CC456302 Cranes Roost Office Park • 385 Whooping Loop Lane • Suite 1319 • Altamonte Springs, FL 32701 • Phone (407) 339-4001 • Fax (407) 339-4911 EDUNIVERSALProject No. 19922-001-01 ENGINEERING SCIENCES Report No. 18665 Consultants In: Geotechnical Engineering - Environmental Sciences - Date: July 8, 1998 Construction Materials Testing • Threshold Inspections 3532 Maggie Blvd. 9 Orlando, FL 32811 • (407) 423-0504 9 FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Stuart and Perry Company 1 Attn: Mr. David Brown 600 Luckie Drive, Suite 200 Birmingham, Alabama 35223 Project: Books A Million, Seminole Town Center, Seminole County, Florida - Permit No. 98-1739 Scope of Field Work: Rebar Inspection Date Inspected: 7-3-98 Total Time on Project:.2.5 hours OBSERVATIONS: Inspected By: T. Chissoe Inspecting: N/S Travel Time: .5 hour Testing: N/S On July 3, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. Concrete Reinforcement - 03200 Rebar In Pre -cast Panels: A-1, B-1, C-1, C-2, C-3, C-4, C-5, C-6, D-1, D-2 and D-3 No. 4, grade 60 rebar of different dimensions, rebar, size, grade, placement, spacing and clearances comply with plans and specifications. Deficiencies Noted: 1. A-1, B-1 and C-2 columns in panels do not have specified clearances as required by specifications. 2. D-1, D-2 and D-3, incomplete at this time reinspection required. Will reinspect when rescheduled. The UES representative arrived at the above referenced job site to inspect rebar in pre -cast panels. Rebar was not tied per AC-1 Code Section 2.15.6.2. Elevation of rebar was not supported per ACI Code Section 2.15.4. Reinspection required, will reinspect when rescheduled. cc: Client (2) Reviewed By, Stuart and Perry Company (1) Univers Engineering Sciences, Inc. physical address) _ Fre.- J. I P.E. Dep rtTenQ ger - Construction Services STA O l IDA Registered ssional Engineers No. 38818 vh Registered S cial Inspectors No. 907 UNIVERSAL Project No. 19922-001-01 ENGINEERING SCIENCES Report No. 19349 Consultants In: Geotechnical Engineering • Environmental Sciences - Date: July 13, 1998 Construction Materials Testing - Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 Client: Stuart and Perry Company 1 Attn: Mr. David Brown 600 Luckie Drive, Suite 200 Birmingham, Alabama 35223 Project: Books A Million, Seminole Town Center, Seminole County, Florida, Permit No. 98-1739 Scope of Field Work: Rebar Reinspection Date Inspected: 07/06/98 Inspected By: T.C. Travel Time: .5 hrs. Total Time on Project: 1 hr. Inspecting: N/S Testing: N/S OBSERVATIONS: On July 06, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. Concrete Reinforcement - 03200 Reinspection of panels previously noted with insufficient clearances. Corrections have been made to achieve clearances and meet project plans and specifications. Panels that were incomplete, have been completed and are in compliance with project plans and specifications. No deficiencies noted. cc: Client (2) Reviewed By Stuart and Perry Company (1) Un' gi a ing Sciences, Inc. physical address) red J. c I -, P.E. D rt n er - Construction Services STA E L IDA Re tJer ro sional Engineers No. 38818 mm Registered Special Inspectors No. 907 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences - Construction Materials Testing - Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 * (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Project No. 19922-001-01 Report No. 19324 Date: July 13, 1998 Client: Stuart and Perry Company Attn: Mr. David Brown 600 Luckie Drive, Suite 200 Birmingham, Alabama 35223 Project: Books A Million, Seminole Town Center, Seminole County, Florida, Permit No. 98-1739 Scope of Field Work: Concrete Reinforcement Inspection Date Inspected: 07/07/98 Total Time on Project: 1.5 hrs. Inspected By: T.C. Inspecting: N/S Travel Time: 1 hr. Testing: N/S OBSERVATIONS: On July 07, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. Concrete Reinforcement - 03200 Precast Panel Nos. E-1, F-1, F-2, F-3, F-4 and F-5 Precast panels of various forms, rebar of various dimensions tied and proper clearances on both faces and around perimeters and openings. All was per project plans and specifications. No deficiencies noted. cc: Client (2) Stuart and Perry Company (1) physical address) mm Reviewed By, UniversaMng"e ring Sciences, Inc. Fr . Sc m I , P.E. Depa a ger - Construction Services STAT O IDA Regist ed r ssional Engineers No. 38818 Registe d S p al Inspectors No. 907 33 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Construction Materials Testing • Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON IN -PLACE DENSITY TESTS Project No.: 19574-002-02 Report No.: 24162 Date: August 19, 1998 Client: A. B. Sanford Limited Partnership Attn: Mr. Tom Brown 1701 Lee Branch Lane Birmingham, Alabama 35243 Project: Towne Center Plaza at Seminole Towne Center, City of Sanford, Florida Area Tested: North Entrance Road'Widening - Limerock Reference Datum: 0 = N/A Type of Test - Field: ASTM D-2922 Nuclear Gauge Method Date Tested: August 18, 1998 Laboratory: AASHTO T180 Modified -Proctor , Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. Note: West side of road. TEST LOCATION LABORATORYRESULTS FIELD TEST RESULTS: Maximum. Optimum Dry Field 3011 Base Test Description Density Moisture Density Moisture Compaction Depth No. of.Test Location pcf) f) 0/0) In.) 1 100 Feet West and North Entrance 118.0 12.0 115.8 12.8 98.1 12 2 200 Feet West and North Entrance 118.0 12.0 116.2 13.1 98.5 12 Technician: V. Lane CC. Client (2) R. A. Rogers Construction Company (1) City of Sanford Building Dept. (1) ml Reviewed- Univer! al n i e i g Sciences, Inc. 1 U red J' maize E: ' Dep eni Ma r - Construction Services STAT O ' RI A Regist ed Piro onal Engineers No. 38818 Registered Sped spectors No. 907 UNIVERSAL Project No.: 19574-002-03 33Report No.: 22068 ENGINEERING SCIENCES Date: August 5, 1998 Consultants In: Geotechnical Engineering - Environmental Sciences - Construction Materials Testing - Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON IN -PLACE DENSITY TESTS Client: A. B. Sanford Limited Partnership Attn: Mr. Tom Brown 1701 Lee Branch Lane Birmingham, Alabama 35243 Project: Towne Center Plaza at Seminole Towne Center, City of Sanford, Florida Area Tested: Parking Subbase - Soil Cement Reference Datum: 0 = N/A Type of Test - Field: ASTM D-2922 Nuclear Gauge Method Date Tested: July 31, 1998 Field: ASTM D-558 Soil Cement Field Proctor Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Field Proctor maximum dry density. Note: The 7-day compressive strength of soil -cement field specimen tests is an average of 155 psi. Pill No. 1 is 160 psi and Pill No. 2 is 150 psi. TEST LOCATION LABORATORY RESULTS.. FIELD TEST RESULTS' Maximum Optimum._. Dry Field Soil. Base. Test Description Density Moisture :.;. Density Moisture Compaction Depth No: of Test Location cf) PC') e) In.) 1 20 Feet Southeast From East Corner 113.1 15.5 113.3 12.0 100.2 6-1/2 of Sports Authority 2 35 Feet Northeast From East Corner of 113.1 15.5 112.2 13.9 99.2 8-1/2 Sports Authority 3 75 Feet Southeast From Structure No. 113.1 15.5 112.5 14.0 99.5 8 A-3 Technician: D. Nimlos cc: Client (2) R.A. Rogers Construction Company (1) City of Sanford Building Dept. (1) Univ Z,DA ring Sciences, Inc: P.E. Deper - Construction Services STA bap Regi"ed essional Engineers No. 38818 Registered cial Inspectors No. 907. D FLORIDA PERMIT NO. 70*- DATE Ze hr 1, THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME ADDRESS OF JOB /D l7yC • MECHANICAL CONTR)rjQ • RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK nnV1104 . CheC,1411*(A510 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences - Construction Materials Testing • Threshold Inspections 3532 Maggie Blvd. 9 Orlando, FL 32811 • (407) 423-0504 9 FAX (407) 423-3106 REPORT ON ORGANIC CONTENT/WASH 200 Project No.: 19574-002-02 Report No.: 14318 Date: June 8, 1998 Client: A.B. Sanford Limited Partnership Attn: Mr. Tom Brown 1701 Lee Branch Lane Birmingham, Alabama 35243 Project: Towne Center Plaza at Seminole Towne Center, City of Sanford, Florida Date Tested: 5/26/98 Tested By: Lori Bass Date Sampled: 5/20/98 Sample No.: N/S Technician: Dan Nimlos RESULTS Passing Test Organic No.200 No. Locations Soil Description Content Sieve N 1 South Corner of Books -A -Million Brown Silty Sand With Roots 27.0 27.3 and C-Shops 2 South -Southwest Corner of Building Brown Silty Sand With Roots 29.2 23.3 at Wall Footing, Books -A Million 3 West Corner of Building, Brown Sand With Silt 3.0 7.6 3 to 4 Feet t 4 North -Northwest Corner of Building Brown Sand With Silt and 4.0 8.0 at 4 to 6 Feet Roots cc: Client (2) R.A. Rogers Construction Company (1) City of Sanford Building Dept. (1) The Sports Authority (1) ml Revie U n i rs 4 gineering Sciences, Inc. i F d Izer, P.E. D pa anager - Construction Services ST TE + LORIDA Regis er rofessional Engineers No. 38818 Registers /Special Inspectors No. 907 4) L a-c I n e. M UNIVERSAL Project No.: 19574-002-02 ENGINEERING SCIENCES Report No. 14387 D tJ 9 1998 Consultants In: Geotechnical Engineering - Environmental Sciences - Construction Materials Testing - Threshold Inspections 3532 Maggie Blvd. * Orlando, FL 32811 9 (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: A. B. Sanford Limited Partnership Attn: Mr. Tom Brown 1701 Lee Branch Lane Birmingham, Alabama 35243 Project: Towne Center Plaza at Seminole Towne Center, City of Sanford, Florida Scope of Field Work: In -Place Density Tests Date Inspected: June 3, 1998 Inspected By: Dylan Grove Travel Time: N/S Total Time on Project: 1/2 Hour Inspecting: N/S Testing: N/S OBSERVATIONS: On the above date, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. On June 1, 1998, UES representative performed in -place density tests on No. 1-line of footing at B and C. Both of these failed due to high moisture (17-19 percent). At B.7 to approximately CA, there was 2 to 3 inches of standing water. Dave Carter with UES, suggested to Larry Cotton with Perry Stewart Contracting, that he over excavate the problem area and refill to grade with No. 57 stone. Larry Cotton also decided to dewater the area. The area that was previously performed failing in -place density tests is still too wet to test. The area, however, is not pumping or yielding, was probed in several places, and was found to be sufficiently compacted. cc: Client (2) R: A. Rogers Construction Company (1) City of Sanford Building Dept. (1) STA The Sports Authority (1) Reg ml RPn I p:qginepqjVg Sciences, Inc. Construction Services d Rkfessi I Engineers No. 38818 8 Special I pectors No. 907 UNIVERSAL Project No.: 19574-002-02 Report No.: 14369 ENGINEERING SCIENCES Date: June 9, 1998 Consultants In: Geotechnical Engineering - Environmental Sciences - In Construction Materials Testing - Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 9 (407) 423-0504 * FAX (407) 423-3106 REPORT ON IN -PLACE DENSITY TESTS Client: A.B. Sanford Limited Partnership Attn: Mr. Tom Brown 1701 Lee Branch Lane Birmingham, AL 35243 Project: Towne Center Plaza at Seminole Towne Center, City of Sanford, FL Area Tested: Footings Lines, A and 1 - Native Reference Datum: 0 = Bottom of Foundation Footing Type of Test - Field: ASTM D-2922 Nuclear Gauge Method Date Tested: June 1, 1998 Laboratory: ASTM D-1557 Modified Proctor Remarks: 'The tests below do not meet the minimum 95 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. TEST.LOCATIO.N : ' ' LABORATORY. RESULTS FIELD TEST RESULTS Test Description Maximum Optimum. Dry Field' Soil No. of Test Location Density Moisture. Density Moisture Compaction..., 1 At 1-Line at C, 0-1 Foot 107.2 11.7 98.7 19.6 92.0. 2 At 1-Line at B, 0-1 Foot 107.2 11.7 100.1 15.5 193.3 3 At A -Line at 1.5, 0-1 Foot 107.2 11.7 101.2 16.8 95.0 4 At A -Line at 3.0, 0-1 Foot 107.2 11.7 101.5 15.8 95.0 Technician: D. Grove cc: Client (2) R.A. Rogers Construction Company (1) City of Sanford Building. Dept. (1) The Sport Authority (1) ml ngg4king Sciences, Inc. e E. STA e- Co nstruction Servicesr A Registered Professional Engineers No. 38818 Registered Special Inspectors No. 907 UNIVERSAL Project No.: 19574-002-02 ENGINEERING SCIENCES Report No. 14377 Consultants In: Geotechnical Engineering - Environmental Sciences - Date: June 9, 1998 Constnu lion Materials Testing - Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 * (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: A. B. Sanford Limited Partnership Attn: Mr. Tom Brown 1701 Lee Branch Lane Birmingham, Alabama 35243 Project: Towne Center Plaza at Seminole Towne Center, City of Sanford, Florida Scope of Field Work: Casting Compressive Test Concrete Cylinders Date Inspected: June 3, 1998 Inspected By: Pat Lauventhal Travel Time: 1-1/2 Hours Total Time on Project: 1-2/3 Hours Inspecting: N/S Testing: N/S OBSERVATIONS: On the above date, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. LIES representative was on site to fabricate compressive test cylinders out of concrete, that were scheduled to be placed at 11:00 a.m. A representative of Niles, working on building, footings, informed LIES representative that concrete was rescheduled for 1:00 p.m. Placement did not commence until approximately 1:40 p.m. Stand-by time was 1 hour and 40 minutes. cc: Client (2) ' R. A. Rogers Construction Company (1) City of Sanford Building Dept. (1) The Sports Authority (1) ml Revie ed Sciences, Inc. F\ J. S 1 r, P.E. Depa a ger - Construction Services STATE Q; IDA Registered P f sional Engineers No. 38818 Registered eci I Inspectors No. 907 UNIVERSAL Project No.: 19574.002_02 Report No.: C942 ENGINEERING SCIENCES Date 1st Issue: June 9, 1998 Consultants In: Geotechnical Engineering • EWronmental Sciences - Date 2nd Issue: Construction Materials Testing - Threshold Inspections Final Issue: 3532 Maggie Blvd. • Orlando, FL 32811 9 (407) 423-0504 • FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: A. B. Sanford Limited Partnership Attn: Mr. Tom Brown 1701 Lee Branch Lane Birmingham, Alabama 35243 Project: Towne Center Plaza at Seminole Towne Center, City of Sanford, Florida DESIGN DATA Specified Strength: 3,000 psi at 28 days Mix Design No. S091045 FIELD LAB DATA Date Sampled: 5-29-98 Time Sampled: 1:10 P.M. Sampled By, Vernon Lane Slump: 5 in. Truck No., 250 Air Content Jby volume): N/S % Ticket No.: 1358409 Concrete Temperature: 85 °F Time Batched: 12:12 p.m. No. of Cylinders Cast: 4 Quantity of Load: '10 cu. ds. Ambient Temperature: 88 'F Water Added At Site: 10 gals. Weather Condition: s P-Cloud Contractor: Niles Construction Admixture: N/S Supplier: Ewell Location of Placement: North Wall Footing RESULTS of TESTING Date Tested Age in Days Type of Fracture Test Specimen X-Sect. Area(in') Max. Compressive Load lbs. Test Compressive Stren th(psi) Average(psi) 6-5-98 7 3 28.29 69,000 2,440 6-26-98 28 r 6-26-98 28 H REMARKS This Form Conforms With ASTM C-39 20 cubicyard-of 20 cubic yards Molded to C-31 - Yes Initially Cured to ASTM C-31 -UnknownF. I [DCured 8 Tested in Lab to ASTM C-31 8 C-39 - Yes 1 = Cone, 2 = Cone 8 Split, 3 = Coned Shear, 4 = Shear, 5 = Columnar - H = Hold, CB = Corner Break - - Revie niv rs ineering Sciences, Inc. i Fre Izer, P.E. cc: Client (2) Depa m nager - Construction Services R.A. Rogers Construction Company (1) STAT O L RIDA City of Sanford Building Dept. (1) Registered I ro ssional Engineers No. 38818 mi. The Sports Authority (1) Registered Sp cial Inspectors No. 907 prt NoUNIVERSAL ProjectENGINEERING SCIENCES Date 1st Issue: Consultants In: Geotechnical Engineering - Environmental Sciences • Date 2nd Issue: Construction Materials Testing - Threshold Inspections Final Issue: 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: A. B. Sanford Limited Partnership Attn: Mr. Tom Brown 1701 Lee Branch Lane Birmingham, Alabama 35243 Project: Towne Center Plaza at Seminole Towne Center, City of Sanford, Florida 19574- 002-02 C911 June 9, 1998 DESIGN DATA Specified Strength: 3,000 psi at 28 days Mix Design No. S091045 FIELD LAB DATA Date Sampled: 5-27-98 Time Sampled: 11:20 a.m. Sampled By: Vernon Lane Slump: 4-1/2 in. Truck No.. 425 Air Content (by volume): N/S % Ticket No.: 1358316 Concrete Temperature: 88'F Time Batched: 10:50 a.m. No. of Cylinders Cast: 4 Quantity of Load: '10 cu. ds. Ambient Temperature: 85 °F Water Added At Site: 0 gals. Weather Condition: Cloudy. Contractor: Niles Construction Admixture: N/S Supplier: Ewell, Inc. Location of Placement: Column Pads, B-5, D-5, E-5 RESULTS of TESTING Date Tested Age in Days Type of Fracture Test Specimen X- Sect. Area (in 2) Max. Compressive Load Ibs. Test Compressive Strength( psi) Average(psi) 6- 3-98 7 3 28.30 97,500 3,450 6- 24-98 28 6- 24-98 28 H REMARKS This Form Conforms With ASTM C-39 10 cubic yard of 20 cubic yards Z M - Z R., 1 = Cone, 2 = Cone 8 Split, 3 = Cone 8 Shear, 4 = Shear, 5 = Columnar - H = Hold, CB = Corner Break cc: Client (2) R. A. Rogers Construction Company (1) City of Sanford Building Dept. (1) ml The Sports Authority (1) 5ampled to A5TM G-112 - Yes Molded to C-31 - Yes Initially Cured to ASTM C-31 - Unknown Cured 8 Tested in Lab to ASTM C-31 8 C-39 - Yes ngkgjring Sciences, Inc. d J. Sc P.E. D r - Construction Services STAT OF 1L A Regist red. r6 e i nal Engineers No. 38818 Registered SpecialInspectors No. 907 Project No.: UNIVERSAL Report No.: ENGINEERING SCIENCES Date 1st Issue: Consultants In: Geotechnical Engineering • Environmental Sciences • Date 2nd Issue: Construction Materials Testing - Threshold Inspections Final Issue: 3532 Maggie Blvd. 9 Orlando, FL 32811 9 (407) 423-0504 * FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: A. B. Sanford Limited Partnership Attn: Mr. Tom Brown 1701 Lee Branch Lane Birmingham, Alabama 35243 Project: Towne Center Plaza at Seminole Towne Center, City of Sanford, Florida 19574-002-02 C997 June 9, 1998 DESIGN DATA Specified Strength: 3,000 psi at 28 days Mix Design No. S091045 FIELD LAB DATA Date Sampled: 5-29-98 Time Sampled: 3:00 p.m. Sampled By: Vernon Lane Slump: 5 in. Truck No.: 239 Air Content 1by volume): N/S % Ticket No.: 1358412 Concrete Temperature: 86 °F Time Batched: 2:12 p.m. No. of Cylinders Cast: 4 Quantity of Load: '10 cu. ds. Ambient Temperature: 88 °F Water Added At Site: 0 gals. Weather Condition: P-Cloud Contractor: Niles Construction Admixture: N/S Supplier: Ewell Location of Placement: Column Pads, C-5, 4 and 3 RESULTS of TESTING Date Tested Age in Days Type of Fracture Test Specimen X-Sect. Area in' Max. Compressive Load Ibs. Test Compressive Strength(psi) Average(psi) 6-5-98 7 3 28.29 76,000 2,590 6-26-98 28 1 6-26-98 28 H REMARKS This Form Conforms With ASTM C-39 20 cubic yard of 20 cubic yards Sample010 A5 I M U-11Z - Te5 Molded to C-31 - Yes Initially Cured to ASTM C-31 - Unknown Cured d Tested in Lab to ASTM C-31 i3 C-39 - Yes 1 = Cone, 2 = Cone d Split, 3 = Cone b Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Revie e B Uni rs I eering Sciences, Inc. d . Sc er, P.E. cc: Client (2) Depart en ager - Construction Services R.A. Rogers Construction Company (1) STATE F RIDA City of Sanford Building Dept. (1) Register Pr essional Engineers No. 38818 ml The Sports Authority (1) Registere Special Inspectors No. 907 UNIVERSAL Project No.: 19574-002-02 Report No.: 14330 ENGINEERING SCIENCES Date: .tune 8,1998 Consultants In: Geotechnical Engineering - Environmental Sciences - E9 Construc ion Materials Testing - Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 IN -PLACE DENSITY TESTS Client: A.B. Sanford Limited Partnership Attn: Mr. Tom Brown 1701 Lee Branch Lane Birmingham, AL 35243 Project: Towne Center Plaza at Seminole Towne Center, City of Sanford, FL Area Tested: North End Footing - Fill Reference Datum: 0 = Bottom of Foundation Footing Type of Test - Field: ASTM D-2937 Drive Cylinder Method Date Tested: May 27, 1998 Laboratory: ASTM D-1557 Modified Proctor Remarks: The tests below meet the minimum 95 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. TEST ,LOCATION LABORATORY RESULTS...:.FIELD TEST RESULTS'; Test Description Maximum:. Qptimum Dry. Field Soil No. of Test Location Density ; Moisture Density ': Moistu.re Compaction cf Cf) 9/0 1 50 Feet South, Northeast Corner, 107.2 11.7 103.1 5.2 96.2 0-1 Foot 2 45 Feet West, Northeast Corner, 107.2 11.7 107.1 5.5 99.9 0-1 Foot 3 30 Feet South, Northwest Corner, 107.2 11.7 108.1 6.2 100.1 0-1 Foot Technician: V. Lane cc:- Client (2) R.A. Rogers Construction Company (1) City of Sanford Building Dept. (1) The Sport Authority (1) ml Sciences, Inc. I er, P.E. Deager - Construction Services STIDA Ressional Engineers No. 38818 Reial Inspectors No. 907 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Construction Materials Testing • Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 KLPUKT ON IN -PLACE DENSITY TESTS Project No.: 19574-002-02 Report No.: 14394 Date: June 9, 1998 Client: A.B. Sanford Limited Partnership Attn: Mr. Tom Brown 1701 Lee Branch Lane Birmingham, AL 35243 Project: Towne Center Plaza at Seminole Towne Center, City of Sanford, FL Area Tested: Slab -on -Grade, Subgrade - Native Reference Datum: 0 = Top of Native Type of Test - Field: ASTM D-2922 Nuclear Gauge Method Date Tested: June 5, 1998 Laboratory: ASTM D-1557 Modified Proctor Remarks: The tests below meet the minimum 95 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. TEST :LOCATION _ _ ....., ... LABORATORY RESULTS. FIELD TEST_ RESULTS. . Test Description : : Maximum : Optimum :; Dry Field Soil No. of lest Location Density..... Moisture .::.:. Density. Moisture-: Compaction 1 At A.5 By 5.0, 0-1 Foot 107.2 11.7 104.4 3.2 97.3 2 At C.0 By 4.5, 0-1 Foot 107.2 11.7 106.4 3.5 99.2 3 At E.5 By 4.0, 0-1. Foot 107.2 11.7 108.1 3.3 100.8 4 At A.5 By 3.0, 0-1 Foot 107.2 11.7 105.4 3.7 98.3 5 At C.5 By 3.0, 0-1 Foot 107.2 11.7 108.0 3.6 100.1 Technician: D. Grove cc: Client (2) R.A. Rogers Construction Company (1) City of Sanford Building. Dept. (1), The Sport Authority (1) ml Vie ed i n' rsa i Bering Sciences, Inc. S er, P.E. De[ia nager - Construction Services STAT ( RIDA Registered ro ssional Engineers No. 38818 Registered Spe ial Inspectors No. 907 :. o;$A". APPLICATION FOR TEMPORARY 0' o. CONSTRUCTION ACTIVITIES USE PERMIT CITY OF SANFORD, Fl. DATE 67- l !9T To the Building Official: 6 -<5PERMITNO. I 'ff The undersigned hereby applies for a permit for the following described work: OWNER LEGAL DESCRIPTION ©/Y 102N APPLICANT' S NAME A', 38' S APPLICANT' S ADDRESS APPLICANT' S PHONE NUMBER l FE I certify that the above infor- mation is true and correct and that I will comply with all applicable codes ano ordinances A the City of rd, FL. Building Official re W) AWICatlon type = f CITY OF SANFORD, FLORIDA Q PERMIT NO ` DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING PLUMBING WORK. PrrOWNERSNAME . ^ ADDRESS OF JOB Od A/c" 1^afAlce_ OG IPca v lN/y rN C PLUMBING CONTR. _ Res. Comm. Subject to rules and regulations of Sanford plumbing code. Residential: I Alteration, Addition, Repair I Number I Amount New Residential: One Water Closet Additional Water Closet Commercial: Fixtures. Floor Drain, Trap Sewer r _. I Water Piping_ Gas Piping Factory -built housing Mobile Home Application Fee Minimum Commercial Permit: $25.00 Total Master Plumber COMPETENCY CARD NO. `" _ 05 667 7 CITY OF S jANFORD ELECTRICAL APPLICATION PERMIT NO. r 1 /30?— DATE: .5- 4 & -Cf? THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: OWNER'S NAME: v6pelfu ry ADDRESS OF JOB: 'le, i i3sCX- e ELECTRICAL CONTRACTORO U I' /1 C `7 RES NON-RES Subject to rules and regulations 61 the city electrical code: Applicant's Signature er2d00's j States License# May 26, 1998 City Of Sanford Building Department Attn: Mary 300 North Parkway Avenue Sanford, Florida Fax # 330-5677 Re: Authorization TO WHOM IT MAY CONCERN: I, Bernd B. Schulze, authorize Mr. Ronald McDermid, as an agent for Quinco Electrical, Inc. to sign for an electrical permit for the following project: Sports Authority 251 S. Oregon St. Sanford, Fl._ Sincerely, 6$ QUINCO ELECTRICAL, INC. o Sv Bernd Schulze ER0004561 STATE: FLORIDA COUNTY:ORANGE 1, the undersigned, a Notary Public in and for said County in said State, hereby certify that Bernd Schulze whose name is signed to the forgoing instrument and who is personally known to me or who has produced Driver license as identification and who and acknowledged before me this day, that he being authorized to execute same, he executed the same voluntarily on the same bears date Given under my hand an official seal this 26th day of May 1998, Tamie M Colllna My Commission Expires ,_ ; .!.MyCanndaslon=40136 , ili1JGCB 7, a Expires May 8, 2W Orlando, Florida 9 (407) 857-6133 Fax: (407) 857-6644 R,A,ROGERS C O N S T R U C T I O N C O M P A N Y CITY OF SANFORD BUILDING DEPARTMENT SANFORD, FLORIDA TO WHOM IT MAY CONCERN: Please accept the following list of those persons authorized by R.A.ROGERS CONSTRUCTION COMPANY to sign for permits. Company Name: R.A.ROGERS CONSTRUCTION COMPANY Address: 385 Whooping Loop, Suite 1319 City: Altamonte Springs State: F-L Zip: 32701 Phone No.: 407:339-4001 Name of Cardholder: Robert A. Rogers Signature: -( State Cert./Reg. o.: CQC 615424 Name of Person authorized to sign: This form is to be signed, Notarized and returned to the Bureau of Building Code Enforcement, Florida. Subscribed and sw rn before me this day of , 19 Notary Public: Apr i pi My Commission Expires: Irl ?000 AMTAeJONES 1 * My ConvNeslon CC525247 7C Expires Mar. 17.2000 Cranes Roost Office Park • 385 Whooping Loop Lane • Suite 1319 • Altamonte Springs, FL 32701 • Phone (407) 339-4001 • Fax (407) 339-4911 4PR 28 '98 7:45 FROM GECMS ORLANDO 436 G PAGE.004 i 4V GE Capitol The GS4044 Immmmom T Mobile Office 10'x44' building size; 10'x48' overall size (w/towing hitch) 2) private offices; (1)10'40' train office 440 square feet of interior floor space all -electric; central heat & air conditioning 50 lbs. per square foot allowable floor load - ideal workspace capacity: 4-7 people Fcowglam:':.fle" Taal P ftft CKce aesftr7:Oh 011ice /+afrBaat D0t'e0p 13) IV IR I-beam outrigger chassis frame Z" x6" floor joists, 16' O.C. 3- 1/2" R-11 floor insulation S/ 8" floor decking V87 vinyl floor tile 2" x4" wall studs. 16" O.C. 1/ 4" woodgrain-paneled walls 3. 1/2" R. I I wall insulation ventral heat and air conditiomne I? ia Mainice0$WW1 10i2p) 6aobb l STANDARD FEATURES Eight 46"xZT- sliding windows Twelve 120V electrical outlets Two WWO" exterior doors. with keyed locks Two 36"00" interior doors 3. with half -bath models) Electric water hewer, with half -bath 019 deluxe aluminum siding ar decorative wood siding Prefinished gypsumboard ceiling. 6•AFF Six adjustable hm air diffuser's in ceding Eight 4' twin -tube fluorescent lights 6" R-19 ceiling insulation Galvanized steel roofing Two 120" double desktops. with 2-drawer file and overhead bookshelf 6" x60" plan table NOTES' Building requires single phase eleerrieal service fl2j amps optima// Some GS-1044 i may not include half -bath and/or coat closer SOMe. features and.170or plans may. differ slightly among GS1044 '.v TOTAL PAGE.004 ** JAN 23'9B 14:02 FR T00'3 Jttd Eli 1 1 I I I I I 1 1 y O 1 I I I N . I I 1 I 1 1I1 FI Td Wpp:TT 966T 90 'fit Me 966 CIS alloNj TO 914073394911 P.02/02 JOT 96, 9 no" 30l rkm W I S3a ?J!f'I mow : LAW1 TOTAL PAGE.002 I CITY OF SANFOR6, FLORIDA APPLICATION FOR BUILDING PERMIT r PERMIT ADDRESS Z s7 Ave, PERMIT NUMBER 1g_I_ Total Contract Price of Job 2.474 41 A Total Sq. Ft. : 9Z.000 Describe Work NS71k) COPSMOe.71ON' Type of Construction CoNG WR(,(_S , 5-re t. 1200Fr Flood Prone (YES) (NO) Number of Stories 1 Number of Dwellings Zoning 109 Occupancy: Residential) Commercial /101 Industrial LEGAL DESCRIPTION y%. # n oQ 0Z"-S_4minole County) TAX I.D. NUMBER OWNER r*.6.'SgA-Fora L.,,,M,{-cd root ADDRESS 16100 fil r CITY g, rM.',c k.w TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS arwrt 'tL OvjAer — saN me- CITY 612.L+'l W 00 ARCHITECT Power's +- McCrikJr . IAC-- ADDRESS So A 1 A N o r -FIB _ CITY PAA'1 UeAf A MORTGAGE LEND R CGM -S% 1301A ADDRESS Z. - F10o r ; . I S' o % CITY 91revaAw1.,@.,q itL. STATE PHONE NUMBER 205 4 W1 1000 ZIP X. STATE FLA ZIP 37-TO 1 STATE r[Or10 A TOSATE A (.. ZIP ZIP CON4 TU Q. A, ad* COVS-rnAr : ON CO. PHONE NUMBER ADDRESS 305;' LU1400PIR& I. -OOP ST+ 13161 ST. LICENSE NUMBER r'S["OQ54 4 CITY A1_TAM0N7SSM1NjSS STATE "A. ZIP Z-jp1 Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. t,* +** w************** *** w* ** H ro z 8yza ji9drZ e6SINI 17 rt o S'i-g' c e DateSignatupreofCon"Via= GYL5. M a 1< d date j ( E 111F'ST Zk Wq5 Vice.- TR'SiQW fo ou-Ci A ., n I or Print Owner/Agent Name T p or Print Contractor's Name z S0111,Type ti M ig ture of Notary & Date Signature of-Not4Wy & Date 0 W ron o a C n rr 0 a r- 0 N cl - MI- . couNn--( VNOLA; T m F-*1 i: C, T is f A T m f.: Wr a„ ir! A,r i.. T r, i 'i I- 1 9 I iN, f) :'i I "PI.. 1 (7, ATT ";N 1. 25 c 01N01N, LINTY NUMPERt I 7 S ri T C I* T 0,is 06 1'.f:1jj ITC Tit o V 'i "Y 00 T M 1 N 6 1-1 M R 0 C)F RS CC. N 6 T!: U C T T 0 N CO' R Ec; Or" L. 1,11 E 1. 3 1. ALTNMONJ 31 2 70 1 Q 0/ 01;: fyi lLJ U ,-J" R- 3QO 4T91999 S." G' m m F R C 1* A 1- R o to i I. lacro; r 1-3 Tr'T 1. Ott; N C:'W1 C C1 N. t., IF R U r-,'T 1. ON B N T V AT 1:-,* 1'. C 0 L A T T. ON 1 C)To!.. PUE S C I 4E D L I L. E. f1t7 WTI,;" C. T,;- , C1 r SF XTAL T G N ATU R k- N NAME) DA T F T -PT1O!'Cl F TO i.' RY A F'I" 1: C, - I T FAR.URE' TO NOTIF"Y OWNE'R h I V 1-1 I)YKI" NT MAY RESOLT :I:tq YOUIN --T?TLTTY FOR'J.1,11E. FIFE. I . ry 3-All"F1. 1 CANT7; TIO fxullH1.0 H, J eft UN.K-.':R THEAT' 'J r 1.l-F -1 +1 G A ST(-'JEMENT OF FEES) VIA:. 1`111, y A N T! ()!:,kl T TO N A Y A P L E' PFJ 0 T n A113,:, JAW— r.jr j ri ij 1'. Iff APPL:ICANT, OR OWN-4.'. AINY PTIIHITS G) V 17 IMPP;1131' F E- A (')j-j Q17. ANY C)F, FHE: - MEEN"I'll-t - T'l y F—H..T.Ncl A W1%z'11TrC'N RRUP`-.,T WITHIN C., L: L 1. N 0 15 1'. ATU [7 PATE - A T-.'! 0 V .81)T N T L ATE11) Y I i U., i-11 E G F' U P 1^4 I'll C y I E" R E 0 L) E S1 F- 01"'k' 1"I1'E ILClei E V E 1. G T 0 P ET: T'o 0 F 11-1 E COUNTY L A P 1.1 r., r P EA L MAY EIE PTCKFED 1. 1 F, 1 0 11R RI U 10 E. T r-. . TIN: KO f IN I r, A 11L, T. 1. 0:1. ' LAST F T R ST T Z2. f1. C.A. Ty OF 12) A N F., 0 `z D PIKUTING DETAR.TrIlVENT100NORTHPARKA1VEh.1b,-' I S"AF-OVzO, I-L 32' V I IANT.,r E;:7 J.: Dy m C N ,.'.'y 0 FZ D E-1-Z 0 1. 1 L 1.7, Jj C, Ll 1-11' U00" NOXTCE eitib THE STA I I" " I TI-1E NIU11TU: .1ASWL. I A OIL i R BLIP. F, I.- R r, i T T 5 1 TjCJ FHF'. R FC , 1' V .1' t-j f.) 1% i.'J' 1' 1.1 P'F C A L C1, L i 1- A T T 0 N AVAP...ABLE' UPON REQUEST, C. A L L 321 —1130,X'7356. k) DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY ''ADMIN. P. 0. BOX 17'88 SANFORD, FL 32772-1788 Project Name: 7,#f Spokrs o9v7fioo?j7y . iqr xzq, 7o,10V4C A*2,9 Y/" -7/7-r Date:- Owner/Contac't Person: Phone: Address: 2.5-/ 0&6o,,l Type of Development: RESIDENTIAL Type of Units (single family' or multi -family): Total Number of Units; Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.): REMARKS: 2 NON-RESIDENTIAL Type of Units (commercial, industrial, etc.): 4 To.tal Number of Buildings.:. Number of Fixture Units each building): 12 G, Type of Utility Connection individual connections or central water meter -& common sewer 'tap) : A9S-7eA Water Meter Size (3/4" 1", 2", etc.) 76 40e- 1--r7%464 REMARKS: S6 wCA 70 CONNECTION FEE CALCULATION: W0976,k b7,44cr Iced 0 Name Sig -nature Date. REVISED '9 6 7/ 9 L) Water System Impact Fees 2) Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD) Residential - 650/Unit = Single family structure, or multi -family unit containing three (3) bedrooms or more. 487.50/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgement/assumption, estimation that such family units on average require 751 - 225 GPD of the Water and sewer service of an average single family unit.) Commercial - 650/ERU - Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (2) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be determined by increments of 251 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five25) fixture units will be rated as 1.25 eru; twenty-six (26) fixture units will be rated as 1.5ERU.) Sewer System Impact Fees Equivalent Residential Connections 270 Gallons Per Day (GPD) Residential - _• 1700 Unit - Single•family structure, or multi -family unit containing three (3) bedrooms or more. S1275/Unit - Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. '(This category is based on judgement/assuimptio6/estimation that such family units on average require 751 of water andsewerserviceofanaveragesinglefamilyunit.) Commercial - Industrial - Institutional 1700/ERU - Fixture unit schedule.from Southern Plumbing Codewillbeused. One ERU will be charged for connection and up to twenty (20) fixture units. For projects having more than twenty (20) fixture units the Impact -Fee -will be increments of .251 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five (25) fixture units will be rated as 1.25 ERU; twenty-six (26) fixture units will be rated as 1.5 ERU.) So x t-{. = h G 00 TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD FACTORS MINIMUM SIZE OF TRAP (inches) Automatic clothes washers, commercial' 3 2 Automatic clothes washers, residential 2 2 Bathroom group consisting of water closet, lavatory, bidet and 6 bathtub or shower Bathtubb (with or without overhead shower or whirlpool 2 I t/2attachments) Bidet 2 11/a - Combination sink and tray 2 11/2 Dental lavatory 1 11/4 Dental unit or cuspidor I 11/4 Dishwashing machine c domestic 2 11/2 Drinking fountain 1/2 k Z = 11/4 Emergency floor drain 0 2 Floor drains 2 x Y= 8 2 Kitchen sink, domestic 2 11/2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 11/2 Laundry tray (I or 2 compartments) 2 Lavatory 1 k 7= 7 11/4 Shower compartment, domestic 2 . 2 Sink 2 q11/2 Urinal Footnote d Urinal, 1 gallon per flush or less Ze Footnote d Wash sink (circular or multiple) each set of faucets 2 11/2 Water closet, flushometer tank, public or private 4e Footnote d Water closet. private installation 4 Footnote d Water closet, public installation. 6 k 8 .= Ll $ Footnote d For traps l i 6 pergsthan3inches, use Table 709.2. I bAshowerheadoverabathtuborwhirlpoolbathtubattachmentsdoesnotincreasethedrainagefixtureunitvalue. c See Sections 709.2 through 709.4 for methods of computing unit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows. d Trap size shall be consistent with the future outlet size. e For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a Iowa drainage fixture unit unless the lower values areconfumedbytesting. TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP SIZE inches) DRAINAGE FIXTURE UNIT VALUE 1 / 4 11/ 2 2 2 3 21/ 2 4 3 5 4 6 Standard Plumbing CodeV1997 J; rur au 1 inGn = LJ.9 Inm. O7HE7PNlSE NOTm LEGAL DESCROFW0N TRACT 1 OSURE AND FRGWT S70EWALKS A 7RACT Oc LAND L Y/NG /N S£C770N 29, TOIfNSy/P 19 SOUTH, RANG' 30 EAST, DESCRIBED AS FACLOWS COUMENCE AT A PCYNT /N THE NOR7HNES7ERLY CORNER AF 7RACT 5, SEMINO E 70 WE CENTER REPLA T, ACCORD/NG 7t7 7HE PLA T 7HEREOF AS RECORDED /N PLA T BOGVC 47, PAGES 8 7HROUG7•/ 10, PUBLIC RECORDS Of' SEMINOCE COUNTY, xi c RIDA, SAID Pow L nNG ON A NON -TANGENT CURVE CIGWCAVF sou THEASTEREYFOR 7H£ POINT OF BEGYNN/NGy THENCE RUN NOR7HEAS7ERL Y, ALGWG THE EAS7ERL Y RIGHr--Oc'- WAY LINE OF OREGOV A kENUE AND SAID CURDHAWNGARADIUSLENGTH0- 1382. 39 FE Fr,, A COV7RAL ANGLE O- 02 49'08 ; AN ARC LENGTH OF 68 01 FEET A QVC RD LENGTH OF 6800 FEET, AND A CHORD BEARING Cr NORTy 23t78'4.i' EAST,• THENCE; DEPARANG SAND EAS7MY RIGHT-OF-WAY LINE AND SAID CURD RUN SOV7H 6677371' fASr5500 FEET,• 7HENCE RUN NORTH 25P473" EAST, 25.00 FEET,• 7HENGLc RUN NORTH 66i7371" NEST, ADD FEET,• THENCE RUN NORTH 262575' EAST, 40.00 FEET,• THENCE RUN NORTH 66ui'21 " NEST, 4Q p0 FEET 70 A POINT L nNG OM SAID EAS7ERL Y RIOHr--OF-WA y LINE Of, AREGON A VENUE AND SAID Nov- TANGENT Gl'mr,, CONCAVE SOUTHEAS7ERL r. 7Hi7Va RUN NOR7HEASTERL Y ALONG SAND EAS7ERL Y R/GHr-Cf -WA Y UNE AND SAID CURVE; HA WNG A RADIUS LENGTH Oc 1382.39 FEET, A C£N7RAL ANGLE OF 1257'12 ; AN ARC LENGTH Of 312.53 FEET, A CHCRO LENGTH OF 311.87 fEET, AND A ' CHORD BEARING OF NORA/ 3343'32" EAST Tt7 77vE PLYNT OF TANGENCY A/ENCE' RUN NORTH 4072, 0 EAST, ALGWG SAID EASTERLY RNGHr-AF--WAY UNE; 257.82 FEET,• 7HENC& DEPARANG SAID EAS7ERL Y RlcHr--OR WAY UNE, RUN SOUTH 494907' £AST, 461.68 Provided FEET 70 A POINT ON 7H£ NESTERLY LINE OF 7RACT 1z SAID Hand/ cop 519VINOCE 7t7NNE CE7V7ER REPEAT,• 7HENCE' RUN 5OU?H 012871' Spaces EAST, ALONG SAID ME57ERL Y UNE; 147.58 FEET; THENCE, RUN SOUTH 8 3976'40' NEST, ALOWG SAID NES7E'RL Y UNE O- TRACT 12 AND THE NESTERL Y UNE OF=" TRACT 1$ A DISTANCE OF 228 39 FEET 70 7. THE NORIHERL Y LINE AF 7RACT 1, SAID muivOLE TomE, CEN7F7? REPEAT,• THENCE RUN SOUTH 87'46'40" NEST, ALCWG 7HE NOR7HERL Y UNE OF SAND 7RACT 1 AND SA/O TRACT 5, A DISTANCE- CF 4ay 86 FEET,• 7HENLZ RUN NORTH 7353'20' NEST, ALONG SAID NORTHERL Y LINE OF TRACT 5, A DISTANCE OF' 212.69 FEET 7t7 THE, IV PCYNT or B£Gymm i AGJ THE ABOVE DESOWSED TRACT OF LAND LIES /N SEMINOCE COUNTY, aC R/DA AND COFVTANNS6.833 ACRES, MORE OR LESS rOGE7HER W hY.' f 7RACT 2 A PORACYV Oc TRACT 5 ACCORDING 70 THE PLAT OF SE'M/NOLE" TONNE a7V7ER REPLAT" AS RECORDED IN PLAT SOCK 47,, PAGE 9 7HROUGy 11 OF THE PUBLIC RECORDSOFSEMINOLECIOUNTy, FZO4/DA, DESOWBED AS FOCLONS%. e CO4IMENQF AT THE NOR7HNEST CORNER Ac" SA/O TRACT 5 fa? 7HE POINT OF BEGYNN/NGL THENCE RUN SOU7N 733370' EAST ALONG 7HE NOR7H UNE or SAID 7RAG7 5 FAR A D/STANQr or 212-69 F££T,• iJ 7HENLE RUN NORnv 87'4640' EAST ALONG SA/O NORTy UN£ 119. 09 FEET,• 7HENCE RUN SOUTH 0277:32' EAST ALONG THE cEAST UNE Or SAID TRACT 5 FOR A DISTANCE CF 51.72 FEET 7D A 7r iicu k POINTON A NCW-TANGENT CURVF CIANCAVr SOUTHEASTFRLY otian 7HENCE' RUN ALONG SA/O EAST UNE SoU7HNES7ERL Y ALONG SAID the perimeter CZIRVF HAWNC A RADIUS LENGTH CF 15500 FEET, A CENTRAL ANG7£ OF 267836 , AN ARC LENGTH OF 71.18 FEET, A CHORD LENGTH CF 70. 55 FEET AND A CHORD BEARING Or SOUTH j24074' NEST,• THENCE RUN SOUTH 87'46'40' NEST ALCVVG NAM -RADIAL L/NE 5177 FEET 70 7HE PGYNT OF CtIRVA7URE OF A CURVF CaVcAVF NAR7HERL Y,• 7HENC£ RUN NES7ERL Y ALGWG SAND CIURVF HA WNG A RADIUS LENGTH OF 94.76 ff'ET, A CENTRAL ANGLE CF 1679:39; AN ARC LENGTH OF 27.00 FEET, A CHORD LENGTH Oc 26.91 FEET OO AND A cHcv?0 BEARING Or NORTH 84t73:i1 " NEST lt7 7HE POINT CF COMPOUND CUR VA7URE OF A CUR CCWCAVF NORAyEAS7ERL Y,- 7HENCE RUN NCR 7HNES7ERLY ALONG SAID CURVE" HA WNG A RADIUS LENGTH OF 147. 67 FEET, A LtN7RAL ANGLE CF 26 t77'10 ; AN ARC N 15500LENGTHOF67.32 FEET, A C"C RO LENGTH OIL 66- 74 FEET AND A CHORD BEAR/ NG Or NAR7H 62 50'07' NEST 7t7 7Hr POINT Or TANGENCY,• 7HENCL- RUN NORTH 49 46'32" NEST, 85.01 FEET 7t7 7HE POINT Of, CURVA7T/RE CF A CURVE CONCAVF SOU7HNESTF y,• 7HENCE' RUN NOR7HNES7ERL Y ALONG SAID CUR HA WNG A RADIUS UWG7H CE 49.33 FEET, A CENTRAL ANGLE OF 24V6'49; AN ARC LENGTH O'' 20. 76 fEF/, A CHORD LENGTH CF 20- 61 fWr AND A OYORD BEARING Of NORTH 6149 56' NEST 7t7 7HE Paw AF TANGENCY 7HEKE RUN NORTH 733371' NEST, 85I.Y FEET 70 A POINT ON A CIURVF CONCA VF EAS75RL Y AND 7HE NEST UNE Or SAID 7RACT 5; 7HENCF RUN NCR 7HERL Y ALONG SAID NEST UNE AND SAID CURVF HA WNG A RADIUS LENGTH OF 1382. 39 FEET, A CE V7RAL ANGLE CF 02I7277; AN ARC LENG7H CE 49.24 FEET, A QYCRD LENGTH OF 49.24 FEET AND A CHORD BEARING Or NORTH 20 4256' EAST TO 7HE POINT a- BEG7NN/NG. THE A80W DESQ?1BED PARCEZ LIES /N THE Cy7Y of- SANFORD, SE71//NLLE" COUNTY, fZOR/DAANDCONTAINSa6223ACRESMOREORLESS CITY OF SANFORD PERMIT APPLICATION Permit # : Date: Job Address: /06 'eyow I11/ +-<e ,01C/ Description of Work: "Peel, n4, Historic District: Zoning: Value of Work: Permit Type: Building Electrical L/ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: n ! Phone: Contractor Name &Address: _ / %OC G EhCT/ G G /00 9 /LJ.ra fT/. ryy,, f / An.4n,1 649 J2 %ii r,..-Ir o-2 05— SS/fate License Number: Phone & Fax: %a o -de-w fir%-CoI r/% Contact Person: /i3Y /'/'j' Phone: _Ul-a%S- l 0"1 Bonding Company: Address: Mortgage Lender: Address. ArchitecUEngineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. 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 districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Dale Sign ature of Contractor/Agent ^ T' Date Print Owner/Agents Name Print Contractor/Agent's Name tr Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Me or Produced ID ,{ Produced ID APPLICATION APPROVED BY: Bldg:Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: 4p3o CITY OF SANFORD PERMIT APPLICATION Permit #: 4l —/O.tr% Date: Job Address: /d0 /V F•Y'tivgNeC .Per/ Description of Work: Historic District: Zoning: Value of Work: $ Zs_ d 0.0. a el Permit Type: Building Electrical V Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS A%92Z Addition/Alteration Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Replacement New Change of Service Temporary Pole Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: r'l f//•.vl Phone: Contractor Name & Address: ^90C-0 IG oti.G Ne /Oe f M.e•%.1,..,r r/ AV X41.7of_ 3,27P Stale License Number: ecl?&a /%/S— Phone&Fax: Y0%-'19S=0oo/ 9'&R-H.?-9*J=7 Contact Person: l,/%fj/r.•r1T Phone:-U—.i`%9 5,z0/ Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. 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 districts, slate agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements Jf Fl,'da Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date ASS /V 1%"'x.J-M' Print Owner/Agent's Name Print Qonlractgrtftent Name Signature of Notary -State of Florida Owner/Agent is _ Produced 1D Personally Known to Me or APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Date S3gastd a of VnFOM71:ITOM31 -Dsrr_ 4 * MY COMMISSION # DO 16421 EXPIRES: November 12,200 Thm q xln^ Nnfan,c••••^. Con Ctor/AgNir rs _ l;crsonally Known to M{e or l roduced ID P4 c%.. lQ - \cb—D r Zoning: Utilities: FD: initial & Date) (Initial & Date) (Initial & Date)