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Home My WebLink About430 Towne Center Cir 95-3144; roof, fire4 b } r ZONE Q. NTRACTOR ADDRESS 1, I PHONE # 56 -Cad 17 tom LOOM0, OWNER ADDRESS PHONE # PLUMBING COR#TRACTOR ADDPL-'SS- _ P40AE-# - ELECTF.ICAL CON"RACTOR C" ADDRESS PHONE # MECHANICAL_ CV ' 7-RACTOR ADDAES.-'g P.bNE MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (} FINISHED FLOOR ELEVATION REQUIREMENTS () ARCHI tECTURAL APPROVAL DATE: 63 PERMIT # l Uri JOB 6UC b/ COST $ LO cS U a FEE $ 63, T-AJ STATE NO. loV FEE $ 3 FEE $ 3 t 0 FEE $C l SUBDIVISION: LOT NO BLOCK: SECTION SQUARE FEET: ' ) — MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. EPI: C. RA k CERTIFICATE OF OCCUPANCY f ISSUED # DATE: FINAL DATE FEE $ ENERGY SECT. EPI: C. RA k CERTIFICATE OF OCCUPANCY f ISSUED # DATE: FINAL DATE CERTIFICATE OF -OCCUPANCY / COMPLETION This is to certify that the building located at 430 TOW NF CENTER OR for which permit _ 9 54QOA3144 has heretofore been issued on 9/27195 has been completed according to plans and specifications filed in the office of the Build,Offici 1 prior to the issuance of said building permit, to wit as 3.j complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes- No CeiAPPROVAL D APPROVAL BULDING FIRE: naled / ` ,. 9 o Inspected Jr (.0 W I f)CC4 gay ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage 4 110 •'IG Maintenance Bond ee a4cd ed Sewer Lines In Sewer Y % o Tap Street Paved PUBLIC WORKS: Street Name G // Street Signs I P i Lights Storm Sewer Driveway Street Work DESCRIPTION DATE WATER -SEWER IMPACT FEES 01-APPLCTN FEE -BUILDING 9/27/95 01-FIRE IMPACT - NONRES 9/27/95 01-1- FIRE INSPECT -NEW CONST 9/27/95 0, __POLICE IMPACT -- NONRES 9/27/95 01--RADON GAS TAX FEE 9/27/95 01-ROAD IMPACT FEES 9/27/95 Ol-RECOVERY FD/CERT_ PGM_ 9/27/95 V MO NT IM" 2 c•* 2 9g 10.00 1242.00 720.00 7920.00 180.00 46340.00 180.00 OWNER BUILDI OFFICIAL / ATE 11011r N11111 H 0 0 pm^ nnmv: xmvc 1251 UnhvdA/ba|xSanh`rd |O(X)2 | Lox Miller Issue Mile: Subject: Regugst 10/ 18 Colors uhU nnmd the on|ors for 1ho mandioD ^norn nxU and fl|/e wmrb inort. Also, if you nuNge/ tho colors for the Nook nxlehn/ and [he Vmrapo/ cop as we'll. 1}3 Shur dowels, ' did 1171 0WTa /ospunxo' bhk ov 1 O' Will "nexJ o1m1l,rkom Mi. Rosnior approvu| for th^ pilaster to thc norzh and nouih nf oo|umn 1147 10/l9_ Block co|uonnmnrnoratAu6. 101 and 110 diJnhtg/g vsxunnonoaddiliono( ruotomioou/s B|nrk tip 5' ' 10/23 Need o|uvotion mfihcVV1). aiiholop of Ow 1rontunky. /\xxunnudin01/matiun ')iveo to 1hc sLen/ detai| er. o Cme Date: 10/30/85. or sooner, Issued to: Architou( Contact: Ron Stouse/ Company: Skr[ sorA d Assoc.n 70G-571-9227 501 GmxAvo, 706-571-0806 FAX Co|unnbuo' GA Date COPY lo cowv"ov: m^moo 10/28m5 URomowtsu | su.k;",And Assoc. | x^m/vu | FAX | oQi.e i s Bob uvom/ vuc FAX nvouoov"o" oc: H" vo.*!wv.|. 10/31/ 03 |P|moe 1' Coors yviU he chosen this week. m' Sh . dowel'.., '' - an, {)K.- 1 Lz' r~vw* 1:*/*/*/ TRANSACTION REPORT P'81 * OCT- 9-95 MOH 16:48 * DATE START RECElVER * TX TlME PA ES TYPE N0TE * 16 ' v 1334/941,11417 50» 1 SEHD OK * To: Rose Engineering Associates, Inc. Attention: Jim Rose Subject: Dowels This confirms the conversation on 10/07/95 between Les Miller of Vratoinao Construction Company and Jim Rnsa, whereby the following was discussed: h the 6 3 vi be - That -the horizontal length e dowels in the '-4^ vv a footers ovW changed fn n` 17^ to 13 ` 1/ 2^ If the information contained herein is contrary to your underotanding, p|maoa notify the undersigned no later than 10/10/85. By: Les Miller Title: Asst. Project Superintendent Copyto Company: 1 10/ O9/95 LAI CITY OF SANFORD, FLORIDA PERMIT NO. q (.0 - 64y DATE 1!2 "2-0 -:" i- THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME UN L IFEI) A4LtI s rs Tiib*mLe ADDRESS OF JOB 4 3O I C OQ't, l.-YL 6&LLi MECHANICAL CONTR. r LqlAo <10<1>15 T-P e f RESIDENTIAL COMMERCIAL X Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK 24 - Qwp: - oIP I sip VALUATIONAPPLICATION is FEE TOTAI1 6 COMPETENCY- D NO. APR- 5-96 FRI 9:59 VRATSINAS 4073249081 P.02 Aprils, 1996 Jeff Reed United Artists Theatre Circuit, Inc. 9119 E. Nichols Avenue, Suite 200 Englewood, CO 80112-3405 RE; VA SANFORD 430 Towne Center Circle Sanford, FL 32771 Dear Jeff A temporary Certificate of Occupancy has been approved for the above referenced building on 4/4/96. A permanent Certificate of Occupancy will be approved when the final fire inspection is approved, the elevator is state certified, and the test and balance reports are obtained A .condition of the temporary Certificate of Occupancy is that the building can only be occupied by construction and United 'Artists personnel Please do not hesitate to call me if you have any questions or require any additional information. Sincerely, VRATSINAS CONSTRUCTION COMPANY ti Les Miller Superintendent CITY OF SANFORD Z ei Gary Winn Building Official GENERAL CONTRACTORS • CONSTRUCTION MANAGERS • ENGINEERS 216 Louisiana • P.O. Box 2558 • Little Rock, AR 72203 501) 376.0017 9 Fax (501) 376-4145 1 Department of Business and Professional Regulation Division of Hotels and Restaurants Bureau of Elevator Inspection Tallahassee, Florida 32399.1015 N Lawton Chiles, Governor THIS IS TO CERTIFY THAT r5 1, n 77, ._r r HAS THIS ELEVATOR COVERED BY A SERVICE MAINTENANCE CONTRACT. NO INSPECTION BY THE"BUREAU'OF ELEVATOR INSPECTION SHALL BE REQUIRED SO LONG AS THE SERVICE MAINTENANCE gONTRACT REMAINS IN EFFECT. THE ELEVATOR OWNER has complied with the laws of the State of Florida and ig authorized to operate the elevator bearing the below serial number as a« v ;. T; U L i 4 N V r k E L V A TP SERIAL NO. LANDINGS CAPACITY E ATION DATE THIS CERTIFICATE MUST BE POSTED IN A CONSPICUOUS LOCATION ON THE VATOR AND FRAMED WITH A TRANSPARENT COVER. NOTICE: Any person removing or defacing this certificate without authorization is subject o imprisonment or fine Sec. 806.13, F.S.). 0' SMUKING I CHAPTER 823.12, F.S.SMOKING IN ELEVATORS UNLAWFUL. -IT IS UNLAWFUL FOR ANY PERSON TO POSSESS ANY IGNITED TOBACCO PRODUCT OR OTHER IGNITED SUB- STANCE WHILE PRESENT IN AN ELEVATOR. ANY PERSON WHO VIOLATES THIS SECTION IS GUILTY OF A 8- p Z 3 3 9 MISDEMEANOROFTHESECONDDEGREE, PUNISHABLE AS PROVIDED IN S. 775.082, S. 775.083. S. 775.084. DATE STARTED: C/ CITY OF SANFORD. FLORIDA nequbst for Final inspection for Certificate of O:c c u p a n cy ADDRESS O T w " _ The Building Department has prepared a certificate of occupancy for the above location and is requesting a f inal inspection by your department. .. After your inspection, please come to the Building Department to sign -off on the Certificate of Occupancy, or submit a certificate of occupancy addendum if it has been denied. Your prompt attention will be appreciated. Thank you. DISTRIBUTION: Engineering Department Fire Public Works utilities/Cross Connection Zoning otif l Tl onl? u oN l M vr4 t - 75E13'e, S , P/(Z r 01 6-7' C . e DATE STARTED- CITY OF SANFORD. FLORIDA Request Liar Finns Inspection for*: Corti ic.ate -o$ -Occupancy 96 N The Building Department has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. . After your inspection, please come to the Building Department to sign -off on the Certificate of Occupancy, or submit a certificate of occupancy addendum if it has been denied. Your prompt attention will be appreciated. Thank you. DISTRIBUTION: Engineering Department Fire Public Works Utilities/Cr ss Connection Zoning S cagy 4. -_- Lj L-A ni LC', t VV04V 4-4 A0Srl x s i DATE STARTED: - CITY OF SANFORD. FLORIDA. Occupilcy ADDRESS: The Building Department has prepared a certificate of occupancy for the above location and is requesting a final inspection. by your department. After your inspection, please come to the Building Department to sign -off on the Certificate of Occupancy, or submit a certificate of occupancy addendum if it has been denied. Your prompt attention will be appreciated. Thank you. DISTRIBUTION.: Engineering Department Fire Public Works Utilities/Cross Connectio Zoning LM- The Building Department has prepared a certificate of occupancy for the above location and is requesting a f i.nal inspection by your department. After your inspection, please come to the Building Department to sign -off on the Certificate of Occupancy, or submit a certificate of occupancy addendum if it has been denied. Your prompt attention will be appreciated. Thank you. DISTRIBUTION: Engineer' partment Fire Public Works Utilities/Cross Connectio_ Zoning L/ 1 _ E DRESS. Its The Building Department has prepared a certificate of occupancy for the above . location and is requesting a f inal inspection by your department. . After your inspection, please come to the Building Department to sign -off on the Certificate of Occupancy, or submit a certificate of occupancy addendum if it has been denied. Your prompt attention will be appreciated. Thank you. DISTRIBUTION: Engineering Department Fire Public Works Utilities/Cross Connection Zoning CITY OF SANFORD FIRE -.DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: PERMIT #: BUSINESS NAME: % j G/' & 7 1 ADDRESS: 4-/ 3 C2 / wn e- C e,I PHONE NUMBER:( ) PLANS REVIEW BURN PERMIT TANK PERMIT COMMENTS: AMOUNT TENT PERMIT REINSPECTION FIRE SYSTEM Fees must be paid to Sanford Building Department,,300 N. Park Avenue, Sailford, 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 i comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford ire P evention Applictifi "/gnafure CITY OF SANFORD, FLORIDA PERMIT NO. DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME (ANC rid rTt"TtS7 / n res ADDRESS OF JOB 1130 lOwA) . l_,e& ell Catrcle- ELEC. CONTR.`y " 0% ( /AFC Residential Non-residential Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration AdditLon. Re air W ange 6Y S ice Residen al s Commercial Mobile Home Factor Built-HousinlZ New Residential 0-100 Amp Service 101-200 AmR Service 201 Amp and above New Commercial Amp Service Application Fee I' TOTAL By signing this application 1 am stating 1 will he in compliance with the N mg r ice , ction 110- and 11010. Ile B g Official er Cleeirieian STATE COMPETENCY NO.EC-- Cho l 3 -lo Try-Cor Electric, Inc. ELECTRICAL CONTRACTORS P.O. BOX 580234 ORLANDO, FLORIDA 32858 407) 839-4699 FAX(407)839-3994 AUTHORIZED SIGNATURE FORM Qualifier's Name Certification Number (s) Company Name Address City, State, Zip Phone: Frank Trytek EC0001326 _ Try-Cor Electric Inc. 3220 37th Street Orlando, Florida 32839 407-839-4699 I hereby authorize the 0('fC/Of Planning, Zoning and Building D artment fid issue permits for the above referenced company to: _ thorized Person) Location Address: r / I certify that the above person is authorized by the company and I u n t at m fully responsible and liable for all acts performed under said permit ignature oi Qualiher A-X Signature 00, uthoriz gent Sworn to and subscribed before me this day of 1994 My commission expires Oct W31 19% f(„4SONM T11RU Tgpy FAIN INSUgpNM, AcSTATE_.OF.:FLORIDA-- 7:2649 rDEPARTMENT OF BUSINESS AND PROFESSIONAL-. REGULATIC ELECT CONTRACTORS. L I CENS I NG:. BD 071E 3 g;-., :• . -EG {20D.I.32 1r. - _ •: wQ t< I£ C R C. E' 1' 1 E i) xV 51E TiE PRQVISIGNS OF CHAPTER 489 f?, ING-; vg a I:996' TRYTEK < FRA l3{.;} TRY-COR ELECTR.I C t '{ 5205 CONCH COURT ORL.ANDO FL. 32819 L r 4- n p YrLAVVTON CHILES s EO ` GOVERNOR` DISPLAY' IN`A: CONSPICUOUS'PLACEsEc Ergar s 3.5' t'' v 4 1 '- 95 * EXPIRES ORANGE COUNTY OCCUPATIONAL LICENSE 1.302-000004:3 DUPLICATE 09/ 30i 96 Earl K. 'Wood. TAX CCLLEC T CR ORANGE COUNTY, FLORIDA V 1" 'CN - "!D :CT 1 4U ^c NY u a ;CEM E ao FCY > J 70 tUNIC'PAL PVNAMCc aNC c 'a cr--C `'."--'70N F CNING. cN] + N ..n_a ...°Ul`:.U7_-.,-. ,._:C -41.d-3C7::SER i 7,cuG- iEFIEWER 10 W _.ZE SE GAR. _c_.W.. 7 .._-..ACCaD .. 1302 CUNT -ELECTRICAL :30.00 10 UNITS TOTAL SERVICE CODE FEE 30. 00 TOTAL DUE .00 3220 : 37TH ST TRY COR ELECTRIC TRYTEK FRANK 520 CONCH CT ORLANDO FL 2319 A - ORLANDO TRYTEF: FRANK PAID 5501697.0001 30.00 08/09i95 7WS F07n EWCOES A 7__20_ _N .. ti. =Y REPORT OF OWNER nol PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC STRENGTH TESTS r 7 ORDER #: 952715.01 SETS: 2 Vra_tz-ems Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: W. end of Auditorium #104 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 12/01/95 DESIGN MIX #: P3065 Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 61 TRUCK #: 118 CONCRETE TEMPERATURE: 75 TICKET #: 2806947 WATER ADDED ON SITE: 10 BATCH TIME: 7:32 am SLUMP: 6 TIME SAMPLED: 8:20 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 12/04/95 3 75000 28.26 2654 D 2 12/08/95 7 28.26 3 12/29/95 28 28.26 4 12/29/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectf 1 submitted, DISTRIBUTION COPY: Profess' 1 Engineering Mr. Jeff Reed Insp c ' n Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Josep F. Mincuzzi, P.E. Vice President STAT OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered.Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORL4NDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALIM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952715.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade @ E. end of Auditorium #101 FIELD INFORMATION DATE SAMPLED: 12/01/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 118 TICKET #: 2806963 BATCH TIME: 10:32 am TIME SAMPLED: 10:55 am LOAD SIZE: 10 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: P3065 Reg SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 69 CONCRETE TEMPERATURE: 78 WATER ADDED ON SITE: 10 SLUMP: 6.5 AIR M UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 12/-0,4/95 3 77500 28.26 2742 D 2 12/08/95 7 28.26 3 12/29/95 28 28.26 4 12/29/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respect u ly submitted, DISTRIBUTION COPY: Prof s'o al Engineering Mr. Jeff Reed In on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jos h F. Mincuzzi, P.E. Vic President STA OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDD, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952384.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: W. wall to SW corner, fill cells ist lift FIELD INFORMATION DATE SAMPLED: 11/07/95 SAMPLED BY: D. Hanson SUPPLIER: Florida Rock TRUCK #: 8786 TICKET #• 576189 BATCH TIME: 6:15 am TIME SAMPLED: 7:10 am LOAD SIZE• 10 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: 2059 PRPM SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 78 CONCRETE TEMPERATURE: 84 WATER ADDED ON SITE: 10 SLUMP: 6 AIR M UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD (# ) AREA (in ) STRENGTH(psi) FRACTURE STATUS 1 1 11/10/95 3 86000 28.26 3043 D 2 11/14/95 7 93000 28.26 3291 D 3 12/05/95 28 141500 28.26 5007 D PASS 4 12/05/95 28 13l8500 28.26 4901 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectf submitted, DISTRIBUTION COPY: Profess' 1 Engineering Mr. Jeff Reed Insp n Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Josep F. Mincuzzi, P.E. Vice resident STATE OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited ConcreteTesting Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952328.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: N.W. corner fill cells 1st lift FIELD INFORMATION DATE SAMPLED: 11/02/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 188 TICKET #: 2668866 BATCH TIME: 10:23 am TIME SAMPLED: 11:10 am LOAD SIZE• 7 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: Y40CMG PRPM SPECIFIED STRENGTH: 4000 AIR TEMPERATURE: 86 CONCRETE TEMPERATURE: 84 WATER ADDED ON SITE: 0 SLUMP: 9 AIR M UNIT WT• LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/05/95 3 65500 28.26 2318 D 2 11/09/95 7 75000 28.26 2654 D 3 11/30/95 28 98000 28.26 3468 D PASS 4 11/30/95 28 100000 28.26 3539 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respec lly submitted, DISTRIBUTION COPY: Prof s nal Engineering Mr. Jeff Reed In ion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jos ph F. Mincuzzi, P.E. Vic President STA E OF FLORIDA: Reg stered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY 4 j L UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing City of Sanford P.O. Box 1788 Sanford, Florida 32771 Attn: Gary Winn - Chief Building Official November 22, 1995 Reference: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Summary No. UA-3 Project No. 18341-001-01 T Dear Mr. Winn: Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach Attached are daily field reports and summary for the referenced project for the period of November 5, 1995 through November 11, 1995. 1. Special Inspection Log 2. Summary of In -Situ Density Tests 3. Compressive Strength Tests Should you have any questions concerning these reports or desire additional information, please let us know. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Distribution List cc: Addressee (2) Jeff Reed - United Artists (1) Chuck Schneider - Melvin Simon & Associates, Inc. (1) Ron Stotser - Stotser & Associates (1) 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 r- Project No.: 18341-001-01T Date: November 22, 1995 A WEEKLY THRESHOLD SUMMARY REPORT NO. UA-03 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: Robert Lafata Earthwork 02200 - No testing or inspections performed this period. Concrete Reinforcement 03200 - No testing or inspections performed this period. Cast - In -Place Concrete 03300 - No testing or inspections performed this period. Unit Masonry 04200 1. Reinspection of Fill Cells: Perimeter walls, Columns 58 - 75 from top of footing to elevation 9 ft. 4 in. 2. Fill Cells: Perimeter walls, Columns 31 - 74 from elevation 9 ft. 4 in. - 17 ft. 4 in. 3. Fill Cells: Perimeter walls, Columns 58 - 75 from elevation 9 ft. 4 in. - 17 ft. 4 in. 4. Fill Cells: Perimeter walls and columns from Columns 26 - 41, elevation 100 ft. 0 in. - 116 ft. 0 in. S. Fill Cells: Perimeter wall and columns from Columns 26 to 25, elevation 100 ft. 0 in. - 108 ft. 0 in. Rebar size, grade (60), spacing, lap splices, dowel protrusions and clearances comply with contract drawings and specifications. Special Inspection Log Added: 0 Resolved: 0 Outstanding: 5 Submittals Received None received this period. Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 WJD: ts Special Inspector No. 0745 Project No.: 18341-001-01 T Date: Novembgr 21, 1995 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Location: Seminole County, Florida SPECIAL INSPECTION LOG Agent: Bill Worthington SIL No. Date Item Location Description P.E. Final Disposition P.E. Date 1 10-09-95 Spread footing South wall No. 3, 26 - 28, East wall No. 26, north wall No reinforcement inspection WJD 2 10-12-95 Pilaster North and south of Column No. 41 Lap splices to short WJD 3 10-12-95 Wall Exterior walls Dowel protrusion WJD 4 10-12-95 Wall N and S emergency exits Missing rebar WJD 5 10-12-95 Wall N and S emergency exits Rebar added WJD 6 10-12-95 Wall N and S emergency exits Missing rebar WJD 7 10-12-95 Wall N and S emergency exits Rebar added WJD Reviewed By: Note: Warren J. Deatrick, P.E. WJD = Previously Reviewed by Warren J. Deatrick, P.E. Q PROJECT: U N 17TO A RT1S'rs TH ERTER CONTRACTOR: V C SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd PCF) y max.) Required Obtained 9-2I- I C . PAC U/.S 4, lo7. 9s7, I .I CA &rC. 78.0 J"e't mae, or- LUG 103.1 OC 103.1 I . F- LopNggit o1= 101 •S loo"o 25 o NTL' - 134c . S c17 , o 7 ZS' V4 of C.EMTE of IoZ . Ll 100.9 Nw cogNep'OI. 5 10 . Z 98.7 922 0 ' E 11 101.0 Q9..S U 30' C oa 01 o3. 101• I 10' N o F T Q-r 10 3.0 101. 1Z E o TES 11 lo•Z I too .7 13 30' E of Tgri >z 12- oq.(- I l03•f I y o f T '` G 1 1a3. 1 101 IS lo' C 0F TEST d-/4 103.9 10Z, y S o f T EST a lk IOy. 3 to Z• 6 I IA/ of f.5t 0 /(,,ioZ, 7 Io/ •Z s '.N 110,C of SW .CoRNC col.S i 97. 95• Ict ISO 17.0 S. SW o 91.L1 u-0 Z S I 7, y y, - IN - SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY InUNIVERSAL ENGINEERING SCIENCES, INC. IL-'wp'. A 6Mrooioom al SCNnoW • Oootodwk-al &Vkwwtng ThrwhoM A W POon - Coeafrucdm McWbis r*Wng REGISTERED ENGINEER LICENSE NO.: PROJECT: _ U n1 IZEd A RTIS-S Tr-l,o i'=A6 CONTRACTOR: SUMMARY OF IN -SITU DENSITY TESTS ! SHEET NO.: Z TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSra PCF) y, max.) Required Obtained 10-9- S of W C0PNGjZo S 4• 4 a S. ' 7-3 So' E F S Vl QoM E rk 7 + 2- IS'o P. loq. 7 I . Z d L ro"Z g,o S OF F-ST " I.O g•S 21 of T ga A 24 98.8 913 o ' E of TE5i ° 2-7 102.4 1 I oo. 1i, m 30 r I 5 f= TESTrt Z 0k•3 b lol. Z o' 7r 31 102.0 loo. S 2o' N n F T Fs? "32- 101.3 Zo' F TE T 11 33 VI. L 100.1 3SI Z5' W OF Es -I " .39 laZ D r .S 35 03. o• 10-5-9S 37 F N W QoMFIZ 98,6 7, 8 25 S o 7.8 1G.y la' of " S t6o.9 48.9 0 S o r r 3 8. 7 7. 2- 41 E or TE5T WL of TEST d `i I 59.6 8• r, - IN -SITU DRY DENSITY re max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. ifNronMwW 3Nancaa • aolachnka! Erpinaarbp TMrshoM kW Man • CorndrucWn MaWUb Toon REGISTERED ENGINEER LICENSE NO.: if PROJECT:y (4 ITGfJ O RTI.bT5 1 H60 7_1= , CONTRACTOR: V C-C, SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: 3 DEPTH BELOW SURFACE (FT.) TEST R COMMENTS WHOM El mu w=IIIIIIIIIIIII NMI r. - IN -SITU DRY DENSITY bra max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL kuENGINEERING SCIENCES, INC. wk0"fnantN 8darnoaa • Gootachnkal Engineering TN loom k pecoon • Construction ust•HaN Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: U N I T[ f) (k'I I STS E A TE 2 CONTRACTOR: v c SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: q W SURFACE (FT.) TEST RESULTS COMMENTS MEW= y, - IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER LICENSE NO.: I PROJECT: 0 J l T F_t A gm s (.s TH cA Tr- lb CONTRACTOR: Y SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: ,7 SURFACE DEPTH BELOW FT.)• TEST RESULTS COMMENTS No. MUSA y, - IN-S11U DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY InUNIVERSALENGINEERINGSCIENCES, INC. Entiollf, - 1! Selwww • Goohchrscal &Wn"ring Timed d kwp ctlon • C.onsbuctlon Atatorlah Toslhp REGISTERED ENGINEER LICENSE NO.: PROJECT: V N ITf;(, A RTIS-rs CONTRACTOR: V Cc — MIX DESIGN: 28-DAY DESIGN STRENGTH: 3000 PS 1 PSI COMPRESSIVE STRENGTH LOG SHEET NO.: rr Compressive Strenoth UNIVERSAL ENGINEERING SCIENCES, INC. lr d scow oaa • oaoftduMcat Enptnaaing 71NwlaM Mapocbm • ConsbucUm Atat*dab Taating REGISTERED ENGINEER LICENSE NO.: Project No. 18341-001-01 T Date: November 22, 1995 DAILY THRESHOLD REPORT NO. 09 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 6, 1995 Inspector: Robert Lafata Earthwork 02200 No activity this date. Concrete Reinforcement 03200 No activity this date. Cast - In -Place Concrete 03300 No activity this date. Unit Masonry 04200 Wall Reinforcement: Reinspection from Columns 58 to 75: from top of footing to elevation 9 ft. 4 in. Rebar sizes (No. 5 horizontal and No. 7 vertical), bar grade (60), arrangement per note on S1 and S2), alignment, spacing (center of cell), lap splices (24 in.) and ties meet project plans and specifications. Wall Reinforcement: From Column 4 to 31: top of footing to elevation 9 ft. 4 in. Rebar sizes (No. 5 horizontal and No. 7 and 8 vertical), bar grade (60), arrangement (per note on S1 and S2), alignment, spacing (center of cell), lap splices (24 in.) and ties meet project plans and specifications. WJD: ts Reviewed by, Warren) Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Project No. 18341-001-01 T Date: November 22, 1995 DAILY THRESHOLD _ REPORT NO. 10 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 9, 1995 Inspector: Robert Lafata Earthwork 02200 No activity this date. Concrete Reinforcement 03200 No activity this date. Cast - In -Place Concrete 03300 No activity this date. Unit Masonry 04200 Wall Reinforcement: From Columns 31 to 74, elevation 9 ft. 4 in. - 17 ft. 4 in. Rebar sizes (No. 5 horizontal and No. 7 and 8 vertical), grade (60), arrangement (per note on S1 and S2), alignment, spacing (center of cell), lap splices (24 in.) and ties comply with project plans and specifications. WJD: ts Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Project No. 18341-001-01 T Date: November 22, 1995 DAILY THRESHOLD - REPORT NO. 11 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 10, 1995 Inspector: Robert Lafata Earthwork 02200 No activity this date. Concrete Reinforcement 03200 No activity this date. Cast - In -Place Concrete 03300 No activity this date. Unit Masonry 04200 Wall and Column Reinforcement: From Columns 58 to 75: elevation 9 ft. 4 in. - 17 ft. 4 in. Rebar sizes ( No. 5 horizontal and No. 7 and 8 vertical), grade (60), arrangement ( per note on S1 and S2), alignment, spacing (center of cell), lap splices (24 in.) and ties comply with project plans and specifications. WJD: ts Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Project No. 18341-001-01 T Date: November 22, 1995 DAILY THRESHOLD REPORT NO. 12 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 11, 1995 Inspector: Robert Lafata Earthwork 02200 No activity this date. Concrete Reinforcement 03200 No activity this date. Cast - In -Place Concrete 03300 No activity this date. Unit Masonry 04200 1. Wall and Columns: 2. Wall and Columns WJD: ts From Columns 26 to 41: south end elevation 100 ft. - 116 ft. 0 in. Rebar sizes No. 5 horizontal) and No. 7 and 8 vertical), with No. 2 bands 15 in. on center, grade ( 60), arrangement (per note on S1 and S2), alignment, spacing (center of cell), lap splices (24 in.) and ties comply with project plans and specifications. From Columns 26 to 25: elevation 100 ft. 0 in. - 108 ft. 0 in. Rebar sizes (No. 5 horizontal and No. 7 vertical), grade (60), arrangement, spacing (center of cells), lap splices (24 in.) and ties comply with project plans and specifications. Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. UNIVERSAL ENdINEERING SCIENCES ConsAltants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing E I November 21, 1995 v City of Sanford P.O. Box 1788 Sanford, Florida 32771 Attn: Gary Winn - Chief Building Official Reference: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Summary No. UA-2 Project No. 18341-001-01 T Dear Mr. Winn: Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach Attached are daily field reports and summary for the referenced project for the period of October 29, 1995 through November 4, 1995. 1. Special Inspection Log 2. Summary of In -situ Density Tests 3. Compressive Strength Tests Should you have any questions concerning these reports or desire additional information, please let us know. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Distribution List cc: Addressee (2) Jeff Reed - United Artists (1) Chuck Schneider - Melvin Simon & Associates, Inc. (1) Ron Stotser - Stotser & Associates (1) Jim Rose - Rose Engineering Associates (1) Les Miller - VCC (1) 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 Project No.: 18341-001-01 T Date: November 21, 1995 F WEEKLY THRESHOLD SUMMARY REPORT NO. UA-02 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: Robert Lafata Earthwork 02200 - No testing or inspections performed this period. Concrete Reinforcement 03200 - No testing or inspections performed this period. Cast - In -Place Concrete 03300 - No testing or inspections performed this period. Unit Masonry 04200 1. Fill Cells - Perimeter walls: Columns 31 - 75 from top of footing to elevation 9 ft. 4 in. 2. Fill Cells - Perimeter walls: Columns 58 - 75 from top of footing to elevation 9 ft. 4 in. Rebar size, grade (60), spacing, lap splices, dowel protrusions and clearances comply with contract _ drawings and specifications, except: 58 - 75 found incomplete. Reinspection required. Special Inspection Log Added: 0 Resolved: 2 Outstanding: 3 Submittals Received None received. Reviewed By, A- - 7D-'-2Z Warren J. Deatrick., P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Project No.: 18341-001-01 T Date: November2l, 1995 I Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Location: Seminole County, Florida Agent: Bill Worthington SPECIAL INSPECTION LOG SIL No. Date Item Location Description P.E. Final Disposition P.E. Date 1 10-09-95 Spread footing South wall No. 3, 26 - 28, East wall No. 26, north wall No reinforcement inspection WJD 2 10-12-95 Pilaster North and south of Column No. 41 Lap splices to short WJD 3 10-12-95 Wall Exterior walls Dowel protrusion WJD 4 10-12-95 Wall N and S emergency exits Missing rebar WJD 5 10-12-95 Wall N and S emergency exits Rebar added WJD 6 10-12-95 Wall N and S emergency exits Missing rebar WJD 7 10-12-95 Wall N and S emergency exits Rebar added WJD Reviewed By: Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. I PROJECT: U N I fEO ( RTIS-rs TH CATER CONTRACTOR: V CC_ SUMMARY OF IN -SITU DENSITY TESTS 1 SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSYe+ PCF) Y max.) Required Obtained PAa vl .$ q, 10-7. 7 95 1 . I SE COP.IAVA OF 3L 58. o 96 . 61 5 C` F LAG Ida, I Qomgg orm 3LOC,Io3.1 I. J F- of t_ lot .S 100.0 cl 25 o N-re - 134a , CIS. S 97.0 7 ZS' W OF C.EnITE of Io Z . Ll 100 . °I NW Wgogp,01. o Io 7 1 E oF Tc,5T" 101.0 IU o' E of " 1o3. ol I 10' N oF T F -r 10 3.0 101. I Z E oF TE5-r 102. Z ioo .7 I of 1 IZ oq.(. to 4 ly cF Ta5z "(3 103.l lol. o F TEST 4-/4 103.9 lot, y S cF -rE5T t:2- 16 1041.3 102.6 I lam/ o t 0 2,7 lo/ -Z ISO-, N10,a of W CdRNe o/.s 9 97. 19S• II So 9 , o S. N OF S o 91. LI u.0 S I ILa— G, o re - IN -SITU DRY DENSITY Ye max.) - MAXIMUM LABORATORY DRY DENSITY EDUNIVERSAL ENGINEERINGSCIENCES, INC. EnMronrnsntN 8chrom • OeotrdmkW &Vkww" Th oll ok AnMpectlon • Conoftedw Materlah Tod/ng REGISTERED ENGINEER LICENSE NO.: PROJECT: U N f i EZ ART 15-L5 T t-1 c,4 TE/25 SUMMARY OF IN -SITU DENSITY TESTS CONTRACTOR: U CC SHEET NO.: Z TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TE T RESULTS COMMENTSya PCF) y max.) Required Obtained 10-1S ZZ 2 OF -SW CORNGko S 4• q Sa S. So' E of SVI eg 7 - 7- 15 ' L OF R loq. 7 Z b L or, * Z Qg, o S of OS't " 1. O q• S 21 of T 02(. 20' E of TEST ° 2_77 02.`I30 oo. 99. 7.9 vY• 3 I12Zo 16Z.7IoI.Z 10' E o T 31 lot, too. S 33 2o' N 0 r- -r '1 32 Imo. 01 • 1 Z F TE T µ33 0l. G 100.1 3S Z5 E.Sl '' 3 l02.0 foo S 2S ' , 10- 5-9S 37 F N Vj QCAN 61tl01•' 98,6 7• 38 25' S sT TF_sT7, 8 SSG. y lo' E of Trssn" 8 too-9 58.7 qo 3o' 0 F 7- g,,Trr 3 98. 7 J7. 2. 41 E oF TE5T" `10 96.9 cF TIEs-r d 91 8. 1 y, - IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY 6 UNIVERSAL ENGINEERING SCIENCES, INC. I5wholmnonW SCOWI o • GootaMnkat EVnewMg OTINeshoidAmpse0an • Cons&uc0w Matodab Teethe REGISTERED ENGINEER LICENSE NO.: PROJECT: U K ITe/J o RTI-bT5 CONTRACTOR: V C.C. SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: 3 DEPTH BELOW TEST RESULTS r, - IN -SITU DRY DENSITY r, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Wkorwm 8ckwwn • Gootrchnkst Erptns*dfv ThrsshoM A p•din n • Construction Matsrhls T*wng REGISTERED ENGINEER LICENSE NO.: PROJECT: U N I T[ p (ki 1 STj I E A Tc2 CONTRACTOR: Y CC SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: q DEPTH BELOW SURFACE (FT.) TE ST RESULTS ME IN W IN MIN MINE wWZE ARE IN IN NE NEEEI Elmlmwz IEIEAVE EINE MENENENNES ME EN-JENRIN 1001101 0110 10011101=El r, = IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. w4V' ewkorwnN" SclafM • OwftcMlCal Enpk"dng T?w9dw d A ja Ctlon • CombUctim MabMN• T*Wng REGISTERED ENGINEER LICENSE NO.: PROJECT: V (,J L T Ed ARTIST 3 TN EA TCAS CONTRACTOR: v C, __ SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: DEPTH BELOW SURFACE EST RESULTS III r, - IN -SITU DRY DENSITY Ye max.) - MAXIMUM LABORATORY DRY DENSITY InUNIVERSALENGINEERINGSCIENCES, INC. 0-w-w i r Sd•ncw • Gool•clwflcsl Enpinwodng flwudhoM hn *p - ctlon 0 C.ons&ucdon Mstsrlsls ToWng REGISTERED ENGINEER LICENSE NO.: PROJECT: V N tTEIJ ARTISTS Tt-i L RaER5 CONTRACTOR: V CC. MIX DESIGN: P - 3o GSZ i 28-DAY DESIGN STRENGTH: 3000 PSI PSI COMPRESSIVE STRENGTH LOG SHEET NO.: EDUNIVERSALENGINEERINGSCIENCES, INC. 6MronmanW Sdwww • GootodwkW &WkwwHp TIWOWMM A IF COO I • Cons&uct/on Matwlab ToWng REGISTERED ENGINEER LICENSE NO.: Project No. 18341-001-01 T Date: November 21, 1995 DAILY THRESHOLD REPORT NO. 07 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 1, 1995 Inspector: Robert Lafata Earthwork 02200 No activity this date. Concrete Reinforcement 03200 No activity this date. Cast - In -Place Concrete 03300 No activity this date. Masonry 04200 Wall Reinforcement: WJD: ts Columns 31 to 75: from top of footing to elevation 9 ft. 4 in. Rebar sizes No. (5) vertical and horizontal) No. (6), No. (7) and No. (8) verticals, bar grade (60), arrangement ( per note on S1 and S2), alignment, spacing (center of cell), lap splices and ties meet project plans and specifications. Reviewed by, Warren/ J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Project No. 18341-001-01 T Date: November 21, 1995 DAILY THRESHOLD REPORT NO. 08 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 3, 1995 Inspector: Robert Lafata Earthwork 02200 No activity this date. Concrete Reinforcement 03200 No activity this date. Cast - In -Place Concrete 03300 No activity this date. Masonry 04200 Wall Reinforcement: Columns 58 to 75: from top of footing to elevation 9 ft. 4 in. Rebar sizes (No. 5 horizontal and No. 7 vertical), bar grade (60), arrangement (per note on S1 and S2), alignment, spacing (center of cell), lap splices and ties meet project plans and specifications. Except: Ties missing from Columns 70 to 58 and No. 5 corner bars not installed from Column 70 to 58. Reinspection required. WJD: ts Reviewed by, Warrerr' J. Deatrick. P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. t, NIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing December 7, 199_5 City of Sanford P.O. Box 1788 Sanford, Florida 32771 Attn: Gary Winn - Chief Building Official Reference: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Summary No. UA-4 Project No. 18341-001-01 T Dear Mr. Winn: Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach Attached are daily field reports and summary for the referenced project for the period of November 12, 1995 through November 18, 1995. Should you have any questions concerning these reports or desire additional information, please let us know. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Distribution List cc: Addressee (2) Jeff Reed - United Artists (1) Chuck Schneider - Melvin Simon & Associates, Inc. (1) Ron Stotser - Stotser & Associates (1) Jim Rose - Rose Engineering Associates (1) Les Miller - VCC (1) 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 x ; Project No.: 18341-001-01 T Date: December 7, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-04 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: William Worthington Earthwork 02200 Eight density tests were performed in the slab subgrade. Will forward test results and locations when available. The tests performed by PEICO. All tests meet the 95 percent compaction specification. Concrete Formwork 03100 No inspections performed this period. Concrete Reinforcement 03200 1. Slab on Grade: Auditorium 110, 54 - 58 (54 - 65) 2. Slab on Grade: Auditorium 108, 60 - 63 (63 - 78) 3. Slab on Grade: Auditorium 105 and 106, 29 - 31 (31 - 49) 4. Slab on Grade: Auditorium 109, 65 - 73 (65 - 68) Reinforcement size, grade, spacing, pal splices, dowel protrusions, reinforcement at openings and form clearances meet contract drawings and specifications. Cast - In -Place Concrete 03300 1, 2. 81 cubic yards: Mix No. P3065Z, 3,000 psi - Two sets of four cylinders cast. 3, 4. 90 cubic yards: Mix No. P3065Z, 3,000 psi - Two sets of four cylinders cast. Concrete placed meets contract drawings and specifications. Unit Masonry 04200 A. Columns: 41 - 50, elevation 22 ft. 8 in. B. Columns: 50 - 62, elevation 22 ft. 8 in. - 24 ft. 0 in. C. Columns: 62 - 63, elevation 24 ft. 8 in. D. Columns: 63 - 78, elevation 24 ft. 8 in. - 26 ft. 0 in. E. Columns: 69 - 78, elevation 26 ft. 0 in. F. Columns: 69 - 58, elevation top of footing - 17 ft. 4 in. G. Walls: Between columns 58 - 77 H. Walls: Between columns 41 - 71 Project No.: 18341-001-01 T Date: December 7, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-04 Masonry Grout 04200 G. 10 cubic yards: Mix No. Y40CMG, 4,000 psi - One set of four cylinders cast. H. 6 cubic yards: Mix No. Y40CMG, 4,000 psi - One set of four cylinders cast. Masonry reinforcement size, grade, spacing, lap splices, dowel protrusions, form clearances and masonry grouting meet contract drawings and specifications. Masonry grout testing performed by PEICO. Structural Steel 05120 No inspection performed this date. Special Inspection Lo Added: 0 Resolved: 0 Outstanding: 5 Submittals Received Field density reports from PEICO, six tests (96 - 101). Compressive strength results from PEICO, three sets (No. 4 - No. 6). Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 WJD: ts Special Inspector No. 0745 v Addressee: Project: Location: City of Sanford P.O. Box 1788 Sanford, Florida 32771 United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Seminole County, Florida SPECIAL INSPECTION LOG Project No.: 18341-001-01 T Date: December 6, 1995 Agent: Bill Worthington SIL No. Date Item Location Description P.E. Final Disposition P.E. Date 1 10-09-95 Spread footing South wall No. 3, 26 - 28, East wall No. 26, north wall No reinforcement inspection WJD Received reports 10-19-95 2 10-12-95 Pilaster North and south of Column No. 41 Lap splices to short WJD 3 10-12-95 Wall Exterior walls Embedment WJD Received reports 10-19-95 4 10-12-95 Wall N and S emergency exits Missing rebar WJD 5 10-12-95 Wall N and S emergency exits Rebar added WJD Reviewed By: Note: t Warren J. Deatrick, P.E. WJD = Previously Reviewed by Warren J. Deatrick, P.E. PROJECT: U N I rE0 ( RTtS'rs TN CA1-ER CONTRACTOR: v CQ-- SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: I TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd PCF) r, max.) Required Obtained 9 -ZI - 1 C . PAC lo'7. 7 9S7 1 . I Co RN F SNAE of LlK lb3.l o Q( 103.1 I . J N F- of iol •S Ioo.o G 26 " E. o F CEnITe - 13kac , s 97.0 7 ZS v F C.EI ITE or- Atvr.. 10 2 . Ll 100.9 NW 10I.ST910 10. Z 98.7 930 E 1101.0 Q9..S 10 30, E of 1103.41IDI. I 10' r o F T EST n 10 3.0 pl. I Z o' E OF TEST 102 • Z loo . 7 13 30' E. of - i IZ oq.(- to . I` I of T" T '` I 1a3.1 101- IS- 10' 1_ of TEST "/4 103.9 102, y S cF TE5T Ib 1041.3 IoZ•6 of E.st 10Z.-7 0/ -Z to" E OF W CoANe to: p 97. 95-• l o'N 0 F 5 W Cj, A N LrA 1 9 ,o o S l o R 9 l. 1-I 6.0 2 S I 7, y 4 o y, - IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Embonrt>» ntN 8c/t • MohcAMcal Enginoo rp mroshoM kmpocuon • Cornhuctbn Matodall Towing REGISTERED ENGINEER LICENSE NO.: 11 PROJECT: _ Ut -TFlo ARTISI6 TrleATEA5 CONTRACTOR: l/ CC. SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: Z TEST• DEPTH BELOWCOMMENTS FT.) TESTEDSURFACE MUMMA y - IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. 0whonmentN 3ciwms • Gootachnlcal ftlna•rhp fl"how kwp•cum • con•trmuw M•twiah Ta•t/ng REGISTERED ENGINEER LICENSE NO.: PROJECT:y r4ITE/0 O RTf.DT5 lH60 r / CONTRACTOR: v CC. SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: 3 DEPTH BELOW SURFACE ( FT.) TEST R. 0 EMS• 0 1 yu - IN -SITU DRY DENSITY Ya max.) - MAXIMUM LABORATORY DRY DENSITY InUNIVERSAL ENGINEERINGSCIENCES, INC. IL e &Wkwwrrantat Sciermn • (iaotachnkat Englna•Hnp TN- oWxgd kwpactbn • Cora&uctton 1Matartals ToWnp REGISTERED ENGINEER LICENSE NO.: PROJECT: V N I T[ J) APjjj.5Tj I N EA Tc2 CONTRACTOR: Y CC SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: y NUMBER TEST SURFACE (FT.) DEPTH • EST RESULTS COMMENTS Y, - IN -SITU DRY DENSITY Ye max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. wkonm.ntat Schm" • GootachMcal Ehgi wring n*"hcM Mspactlon • Conshuctlon Matodals T.stiV REGISTERED ENGINEER LICENSE NO.: PROJECT: Or J (T FLI R,-r/ s 15 r H CA CONTRACTOR: Y SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS( COMMENTSYd PCB max.) Required Obtained 0-13 11 G o s -g a, 7 is' 104, 1 DO- rp 8 2 IGY7 , I qB. G 101. ' 9• 97.3 4s', 10z 3 lad .6 2 100.9 1qIs99•y @ 35 98.6 97.1 y 95 3 ELevwTop, Pgo Z 101.7 79.7K16-16-1-55 loci • Z q8• Q 6 q7, 95.9 97 3e tea• 3 ti 3 q? 35 96.6 97./ Uo 3 y a/. 7 a • G r Yd - IN -SITU DRY DENSITY (yd max.) - MAXIMUM LABORATORY DRY DENSITY I EaUNIVERSALENGINEERINGSCIENCES, INC. wkvnmenta/ Scams - CieotechMcal EVin"ring weWxW InVocuon - Cwwtrwtion Materiels Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: V N ltf:0 RTIS` 'b Tel L R-TEK5 CONTRACTOR: V cc_ MIX DESIGN: P - 30 (0-T Z 28-DAY DESIGN STRENGTH: 3000 PS 1 PSI COMPRESSIVE b i rtt.,. _ -. SHEET NO M-W I I..---.----- - ------- -- ----- Compressive -StrengthApst WMA UNIVERSAL ENGINEERING SCIENCES, INC. W onmwfti Schnos • GoWechMca Enpin"ring 71"hoW Mrpect on • Cmw&ucaon MatMaM Towing REGISTERED ENGINEER LICENSE NO.: Project No. 18341-001-01 T Date: December 7, 1995 Addressee: Project: DAILY THRESHOLD REPORT NO. 13 City of Sanford P. O. Box 1788 Sanford, Florida 32771 United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 15, 1995 Inspector: Robert Lafata Earthwork 02200 - No activity this date. Concrete Reinforcement 03200 - No activity this date. Cast - In -Place Concrete 03300 - No activity this date. Unit Masonry 04200 Fill Cells: Southwest, south and southeast columns and wall Columns: 101 - 105, elevation 22 ft. 8 in. - south Columns: elevation 22 ft. 8 in. - 24 ft. 0 in. - southeast Columns: elevation 24 ft. 8 in. - southeast Columns: elevation 24 ft. 8 in. - 26 ft. 0 in. - southwest Columns: elevation 26 ft. 0 in. - southwest Columns: elevation top of foundation to 17 ft. 4 in. - east Rebar sizes: (No. 5 - horizontal and No. 7 and 8 - verticals), grade (60), spacing (center of cells), lap splices ( 24 in.), dowel protrusions, clearances and ties comply with contract drawings and specifications. Submittals: 1. Received from PEICO: One field denity report for column foundation and elevator pad, test No. 1 - 6. 2. Received from PEICO: Three compressive strength test reports for column foundations and pads. See the attached reports for locations and test results WJD: ts Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Project No. 18341-001-01 T Date: December 7, 1995 DAILY THRESHOLD REPORT NO. 14 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 17, 1995 Inspector: Robert Lafata Earthwork 02200 Six field density tests performed by PEICO on November 15, and November 16, 1995. All the tests meet the 95 percent compaction specifications. See the attached field reports for test results and locations. Concrete Reinforcement 03200 1. Slab on Grade: Auditorium, 105 and 106. 2. Slab on Grade: Auditorium, 109 Welded wire mesh, lap (6 in.) and placement comply with project plans and specifications. - Note: Slab on grade auditoriums 108 and 110 not inspected. No inspection scheduled. Concrete placed on November 16, 1995. Cast - In -Place Concrete 03300 1, 2. 90 cubic yards: Mix No. P3065Z (3,000 psi) (3,000 psi specification) Two sets of four cylinders cast by PEICO Representative. Note: 81 cubic yards: Mix No. P3065Z (3,000 psi) (3,000 psi specification). Placed for slab on grade auditorium 108 and 110 on November 16, 1995. Concrete placement not inspected. No inspection scheduled. Two sets of four cylinders cast by PEICO Representative. Page 1 of 2 Pages Project No. 18341-001-01 T Date: December 7, 1995 DAILY THRESHOLD REPORT NO. 14 Unit Masonry 04200 Fill Cells: Walls and Columns (41 - 71), north and west - 3rd lift. 6 cubic yards: Mix No. Y40CMG (4,000 psi course masonry grout). One set of four cylinders cast by PEICO Representative. Masonry reinforcement size, grade, spacing, lap splices, dowel protrusions, clearances and masonry grouting meet contract drawings and specifications. Note: Fill Cells: Walls and columns (58 - 77), north and east - 3rd lift. 10 cubic yards: Mix No. Y40CMG (4,000 psi course masonry grout) placed November 16, 1995. One set of four cylinders cast by PEICO Representative. No masonry reinforcement or masonry grout placement inspections performed. No inspections scheduled. WJD: ts Reviewed by, a` qw 4 Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Page 2 of 2 Pages UNIVERSAL ENGINEERING SCIENCES Con Rants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing December 7, 1995 City of Sanford P.O. Box 1788 Sanford, Florida 32771 Attn: Gary Winn - Chief Building Official Reference: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Summary No. UA-4 Project No. 18341-001-01 T Dear Mr. Winn: Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach Attached are daily field reports and summary for the referenced project for the period of November 12, 1995 through November 18, 1995. Should you have any questions concerning these reports or desire additional information, please let us know. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Distribution List cc: Addressee (2) Jeff Reed - United Artists (1) Chuck Schneider - Melvin Simon & Associates, Inc. (1) Ron Stotser - Stotser & Associates (1) Jim Rose - Rose Engineering Associates (1) Les Miller - VCC (1) 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 Project No.: 18341-001-01 T Date: December 7, 1995 Addressee: Project: Inspector: WEEKLY THRESHOLD SUMMARY REPORT NO. UA-04 City of Sanford P. O. Box 1788 Sanford, Florida 32771 United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida William Worthington Earthwork 02200 Eight density tests were performed in the slab subgrade. Will forward test results and locations when available. The tests performed by PEICO. All tests meet the 95 percent compaction specification. Concrete Formwork 03100 No inspections performed this period. Concrete Reinforcement 03200 1. Slab on Grade: Auditorium 110, 54 - 58 (54 - 65) 2. Slab on Grade: Auditorium 108, 60 - 63 (63 - 78) 3. Slab on Grade: Auditorium 105 and 106, 29 - 31 (31 - 49) 4. Slab on Grade: Auditorium 109, 65 - 73 (65 - 68) Reinforcement size, grade, spacing, pal splices, dowel protrusions, reinforcement at openings and form clearances meet contract drawings and specifications. Cast - In -Place Concrete 03300 1, 2. 81 cubic yards: Mix No. P3065Z, 3,000 psi - Two sets of four cylinders cast. 3, 4. 90 cubic yards: Mix No. P3065Z, 3,000 psi - Two sets of four cylinders cast. Concrete placed meets contract drawings and specifications. Unit Masonry 04200 A. Columns: 41 - 50, elevation 22 ft. 8 in. B. Columns: 50 - 62, elevation 22 ft. 8 in. - 24 ft. 0 in. C. Columns: 62 - 63, elevation 24 ft. 8 in. D. Columns: 63 - 78, elevation 24 ft. 8 in. - 26 ft. 0 in. E. Columns: 69 - 78, elevation 26 ft. 0 in. F. Columns: 69 - 58, elevation top of footing - 17 ft. 4 in. G. Walls: Between columns 58 - 77 H. Walls: Between columns 41 - 71 y Project No.: 18341-001-01 T Date: December 7, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-04 Masonry Grout 04200 G. 10 cubic yards: Mix No. Y40CMG, 4,000 psi - One set of four cylinders cast. H. 6 cubic yards: Mix No. Y40CMG, 4,000 psi - One set of four cylinders cast. Masonry reinforcement size, grade, spacing, lap splices, dowel protrusions, form clearances and masonry grouting meet contract drawings and specifications. Masonry grout testing performed by PEICO. Structural Steel 05120 No inspection performed this date. Special Inspection Log Added: 0 Resolved: 0 Outstanding: 5 Submittals Received Field density reports from PEICO, six tests (96 - 101). Compressive strength results from PEICO, three sets (No. 4 - No. 6). Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 WJD: ts Special Inspector No. 0745 Project No.: 18341-001-01 T Date: December 6, 1995 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Location: Seminole County, Florida SPECIAL INSPECTION LOG Agent: Bill Worthington SIL No. Date Item Location Description P.E. Final Disposition P.E. Date 1 10-09-95 Spread footing South wall No. 3, 26 - 28, East wall No. 26, north wall No reinforcement inspection WJD Received reports 10-19-95 2 10-12-95 Pilaster North and south of Column No. 41 Lap splices to short WJD 3 10-12-95 Wall Exterior walls Embedment WJD Received reports 10-19-95 4 10-12-95 Wall N and S emergency exits Missing rebar WJD 5 10-12-95 Wall N and S emergency exits Rebar added WJD I Reviewed By: Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. r-_ - PROJECT:y N 1 T.EO ( RT15-rs TH G AITE R CONTRACTOR: v cL SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TE ST RESULTS COMMENTSYa PCF) ya max.) Required Obtained 4 PAC lUl.s 4, Io7. 7 G/S 7 Jan E of L!K 103, o Oc 103. I I . J N F- of c c, lbl •S loo'o 25 ' E o 1: CENT)' - 134c , 1 98. S I 9 7.O 1 ZS' V4 c,F C_E,,lTF& of Y to 2- . Z-1 1 100.9 NC F joj.9-0 I 1 O . Z 98.7 9 E ` 101.0 Q9.S IU o' E of K 103. 101. 1 10' tJ OF -r a 10 3.0 pl. IZ 0' E o TEST 162.Z ioo .7 13 30' E of - T I Z oLl .( 10 .t Iy a T- T '` (3 163.1 loI• IS la' I_ of TEST tLl4 103.9 ID2, N G' S op TEST 1041.3 IoZ.$ I of E.sT K, 102.7 lol •Z of &Aj CORNe l0/.5 9 97. 95. ict. So 'N Or 3\,-j 97.0 24) N ciz S 1 Qopgeg 91. `I 16.0 Z I S I 7, y 4'o Ye - IN -SITU DRY DENSITY yd, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. WkW W" Scbncfs • OfoWchnk*l &vinowkV we hold hnpoctbn • Construction ustodals Testing REGISTERED ENGINEER LICENSE NO.: R PROJECT: U N IZ Fd A RTIs_5 7_ r/C,4TFi25 CONTRACTOR: v CC SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: Z TEST• NUMBER DEPTH BELOW.'COMMENTS SURFACE ( FT.) TESTED y, - IN -SITU DRY DENSITY Ya max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERInINGSCIENCES, INC. onm• nta/ Sc/snm • GWW-hnkat Enpinowkv MrosfmN Mrp•cUon • ConsbucUm Matodats ToWng REGISTERED ENGINEER LICENSE NO.: PROJECT: v r4ITC/ ORTI.BTS F16647_01/ CONTRACTOR: v C.C. SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: 3 i . TEST• NUMBERDEPTH BELOW TEST -RESULTS r. - IN -SITU DRY DENSITY Ye max.) - MAXIMUM LABORATORY DRY DENSITY romrmM UNIVERSAL ENGINEERING SCIENCES, INC. ewkonmantal Sc/ancn • G"tocAMcat Engin**dng ThroMold MspocWn • ConWucHon Matodah Tosung REGISTERED ENGINEER LICENSE NO.: PROJECT: U N I TC p (:Zi I STS I FA'rFR CONTRACTOR: Y c SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: q rim TEST NUMBER LOCATION DEPTH BELOW SURFACE ( FT.) TEST RESULTS COMMENTS IIIIIIIIIIIIIIIIIINi r MAW r, = IN -SITU DRY DENSITY Ye max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Ernlronmanb/ Schww" • Owtachnkal &gina•ring Thnahotd kmpftUon • ConatrucUon Matarlats Teong REGISTERED ENGINEER LICENSE NO.: r PROJECT: V rJ (T FQ A %ZTI 5 f 5 / T N CA 15-lb CONTRACTOR: Y e'r_ SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: , 7 TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTSYdCOMMENTS PCB 96 (max.) Required Obtained 7 95 log, I I O0- 8 ,g 8 2 IGb 2 l00.9 99•y Uo G/ l"vorareid_ I I 99 9 9s- v yd = IN -SITU DRY DENSITY (yd max.) - MAXIMUM LABORATORY DRY DENSITY I UNIVERSAL ENGINEERING SCIENCES, INC. wkvnn»ntal Sciences - Oeotechnk al ftineeHng TMeshoW Inspection - Construction MMaterlalt Testing REGISTERED ENGINEER LICENSE NO.: PFiOJt t: J N t-rErJ RTIS't5 TH E A'T,EK5 CONTRACTOR: V CC. MIX DESIGN: P - 30 (05 Z 28-DAY DESIGN STRENGTH: 3000 PS i PSI COMPRESSIVE 5 it nL-.,. . _ . SHEET NO.: Set No. Dade Poured Type Pour Location Slump in.) Air (%) Corn ressive Stre h i Comments 7 Day 28 Day 28 Day, 10-('-1S- Fou AAT-a%1 N RNER TO O' ,5 3(oZ7. 2.J SL= o nEa TOJ'w s" 3 10 - I I' I'oc,nI A A TIcNSW OoANcK To 7-S' E s 2-- 16CCIL I-CO,UNO. t O 6 41 O S" 304 q- 6IZ S 67 G6 6s' 6 S" 18 30`-13 4-15-1 1159 I r G GG 5-" J 1 FrS l Spa y6 y la a3-vsO LJS s Y336 y 3g8'l UNIVERSAL Liu -, ENGINEERING SCIENCES, INC. N ormw" Schnces • Gieotechnkd Englne arfng nmeshom tnspecow • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: Project No. 18341-001-01 T Date: December 7, 1995 DAILY THRESHOLD REPORT NO. 13 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 15, 1995 Inspector: Robert Lafata Earthwork 02200 - No activity this date. Concrete Reinforcement 03200 - No activity this date. Cast - In -Place Concrete 03300 - No activity this date. Unit Masonry 04200 Fill Cells: Southwest, south and southeast columns and wall Columns: 101 - 105, elevation 22 ft. 8 in. - south Columns: elevation 22 ft. 8 in. - 24 ft. 0 in. - southeast Columns: elevation 24 ft. 8 in. - southeast Columns: elevation 24 ft. 8 in. - 26 ft. 0 in. - southwest Columns: elevation 26 ft. 0 in. - southwest Columns: elevation top of foundation to 17 ft. 4 in. - east Rebar sizes: (No. 5 - horizontal and No. 7 and 8 - verticals), grade (60), spacing (center of cells), lap splices ( 24 in.), dowel protrusions, clearances and ties comply with contract drawings and specifications. Submittals: 1. Received from PEICO: One field denity report for column foundation and elevator pad, test No. 1 - 6. 2. Received from PEICO: Three compressive strength test reports for column foundations and pads. See the attached reports for locations and test results Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Universal Engineering Sciences, Inc. Project No. 18341-001-01 T Date: December 7, 1995 Addressee Project: DAILY THRESHOLD REPORT NO. 14 City of Sanford P. O. Box 1788 Sanford, Florida 32771 United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 17, 1995 Inspector: Robert Lafata Earthwork 02200 Six field density tests performed by PEICO on November 15, and November 16, 1995. All the tests meet the 95 percent compaction specifications. See the attached field reports for test results and locations. Concrete Reinforcement 03200 1. Slab on Grade: Auditorium, 105 and 106. 2. Slab on Grade: Auditorium, 109 Welded wire mesh, lap (6 in.) and placement comply with project plans and specifications. - Note: Slab on grade auditoriums 108 and 110 not inspected. No inspection scheduled. Concrete placed on November 16, 1995. Cast - In -Place Concrete 03300 1, 2. 90 cubic yards: Mix No. P3065Z (3,000 psi) (3,000 psi specification) Two sets of four cylinders cast by PEICO Representative. Note: 81 cubic yards: Mix No. P3065Z (3,000 psi) (3,000 psi specification). Placed for slab on grade auditorium 108 and 110 on November 16, 1995. Concrete placement not inspected. No inspection scheduled. Two sets of four cylinders cast by PEICO Representative. Page 1 of 2 Pages a Project No. 18341-001-01 T Date: December 7, 1995 DAILY THRESHOLD REPORT NO. 14 Unit Masonry 04200 Fill Cells: Walls and Columns (41 - 71), north and west - 3rd lift. 6 cubic yards: Mix No. Y40CMG (4,000 psi course masonry grout). One set of four cylinders cast by PEICO Representative. Masonry reinforcement size, grade, spacing, lap splices, dowel protrusions, clearances and masonry grouting meet contract drawings and specifications. Note: Fill Cells: Walls and columns (58 - 77), north and east - 3rd lift. 10 cubic yards: Mix No. Y40CMG (4,000 psi course masonry grout) placed November 16, 1995. One set of four cylinders cast by PEICO Representative. No masonry reinforcement or masonry grout placement inspections performed. No inspections scheduled. WJD: ts Reviewed by, qci" Z4 Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Page 2 of 2 Pages w Hydraulics Summary Sheet DABO FIRE PROTECTION INC. 1645 22ND ST. N. ST PETERSBURG, FLORIDA 33713 Project Information UNITED ARTISTS THEATRES SEMINOLE TOWN CENTER TOWN CENTER BLVD. SANFORD, FLORIDA Contract No: 760 REV. #1 Building: THEATRE System ID: UNITED ARTISTS THEATRES Ref, Drawing No: FP 1 OF 4 THRU 4 OF 4 Construction: NON-COMBUSTIBLE Occupancy: THEATRE Authority: LOCAL/ FACTORY MUTUAL System Information System Type: WET Hydraulics Design Criteria_ Density: .15 GPM/SgFt . Remote Area: 2500 SgFt Sprinkler Coverage: 125 SgFt Design Standard: N. F. P. A. #13/F. M. Hazard: ORDINARY HAZARD GP2 Figure: S-2.3 Curve: ORD 2 Sprinklers / Nozzles Manufacturer: CENTRAL Model: A Size: 1/2 IN. ORIFICE K—Factor: 5.6 Temp, Rating: 165 Commodity Storage Commodity: Strg Meth: Class: Location: Area: Aisle Wid: Storage Ht: Solid Piled% Racks Rack Type: Horizontal Barriers: Flue Spacing Longitudinal: Polletized% Encapsulation? Transverse: Designer: DABO FIRE PRCYECJ"TON` Colc By: DAVID E. BARNPES_ Dote: DEC. 10, 199S W > C Hydraulics Information Demand... Spr Req'd Pres: 58.62 PSI Spr Req'd Flow: 505.53 GPM Add'I Flows: 0.00 GPM Hose at Srce: 250.00 GPM Total Flow: 755.53 GPM Total Pres: S8.62 PSI Static Elev: 0.00 Ft Supply... Water Flow Test Static: 75.00 PSI Residual: 51.00 PSI Qty Flowing: 1125.00 GPM Elevation: 0.00 Ft Dote: Time: By: Pump Data Rated: 0.0 PSI@ 0.0 GPM Boost Pres: NA> PSI Discharge Pres: NA> PSI Discharge Flow: NA> GPM Combined Static: (NA> PSI Residual: (NA> PSI Qty Flowing: (NA) GPM Available... P) 63.51 PSI@ 75S.53 GPM F) 58.62 PSI@ 91S.28 GPM Margin... Pressure: 4.89 PSI Flow: 159.75 GPM Sigma Dynamics Corporation 7700 Summary Sheet SUBMITTAL. SERIAL NO:2O61HY1 UNITED ARTISTS THEATRES SEMINOLE TOWN CENTER TOWN CENTER BLVD. SANFORD, FLORIDA JOB #760 REV. #1 12-10-1995 PAGE 1 DABO FIRE PROTECTION INC. 1645 22ND ST. N. ST. PETERSBURG, FLORIDA 33713 CALC1 JL.AT I ONS BY: DAV I D BARNES DESIGN: ORD. HAZARD GP2 .15 GPM/S.F. FOR REMOTE 2500 S.F. SPACING: 10' X 12.5' = 1.25 S.F./SPRK. @ 18.75 GPM INSIDE HOSE: NONE OUTSIDE HOSE: 250 GPM AT CITY CONNECTION STRUCTURE: STEEL JOISTS & BEAMS, CONC. FLOORS OCCUPANCY: THEATERS SPRINKLER: 1/2 IN. ORIFICE, 165 DEG., K = 5.6 FLOW TEST RESULTS Water Supply STATIC 75.00 PSI RESIDUAL 51.00 PSI @ 1125.00 GPM CITY PRESSURE AVAILABLE AT 755.5 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL. MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 101 25.56 18.75 5.60 20.84 102 22.11 18.75 5.60 15.59 1.03 22.01 18.7.5 5.60 15.44 104 22.94 18.75 5.60 16.77 105 25.44 18.75 5.60 20.64 106 21.42 18.75 5.60 14.63 107 21.31 18.75 5.60 14.48 108 22.22 18.75 5.60 15.74 109 25.41 18.75 5.60 20.59 110 20.92 18.75 5.60 13.96 1.1.1 20.82 18.75 5.60 13.82 112 21.70 18.75 5.60 15.02 11.3 20.03 1.8.7.5 5.60 12.80 114 19.94 18.75 5.60 12.67 63.51 PSI SUBMITTAL SERIAL NO:2061HY1 UNITED ARTISTS THEATRES SEMINOLE TOWN CENTER TOWN CENTER BLVD. SANFORD, FLORIDA JOB #760 REV. #1 SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 115 20.79 18.75 5.60 13.78 1.16 19.24 18.75 5.60 11.80 117 19.14 18.75 5.60 11.69 1.18 19.97 18.75 5.60 12.72 1.19 18.92 1.8.7.5 5.60 11.42 120 18.83 18.75 5.60 11.30 121 19.64 18.75 5.60 12.30 122 18.84 18.7.5 5.60 11.32 123 18.75 1.8.75 5.60 11.21 124 1.9.57 18.75 5.60 12.21 TOTAL WATER REQUIRED FOR SYSTEM 505.53 GPM OUTSIDE HOSE STREAMS AT 0 250.00 GPM TOTAL WATER REQUIREMENT 755.53 GPM PRESSURE REQUIRED AT 0 58.62 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.08 PSI MAXIMUM VELOCITY FROM 13 TO 24 12.89 FPS 0 12-10-1995 PAGE 2 SUBMITTAL SERIAL NO:2061HY1 UNITED ARTISTS THEATRES SEMINOLE TOWN CENTER TOWN CENTER BLVD. SANFORD, FLORIDA JOB #760 REV. #1 Location Flow Pipe in Size From To GPM IN 43 123 1.049 Q 18.75 DR 40 43 1.682 Q 18.75 BN8 44 124 1.049 Q 19.57 DR 41 44 1.682 Q 19.57 BN8 42 122 1.049 Q 18.84 DR 39 42 1.682 Q 18.84 BN8 41 121 1.049 Q 19.64 DR 38 41DQ 19.57 1.682 Q 39.21 BN7 40 120 1.049 Q 18.83 DR 37 40DO 18.75 1.682 Q 37.58 BN7 12-10-1995 PAGE 3 Fittings"__: Equiv .: Friction Pressure Length Loss Summary Devices Ft PSI/Ft PSI L 2.00 C=120 PT 11.21 123) F=T,E F 7.00 PE 0.00 T 9.00 0.1.155 PF 1.04 L 8.00 C=120 PT 12.25 43) F=0 F 0.00 PE 0.00 T 8.00 0.0116 PF 0.09 PT 12.34 40) L 2.00 C=120 PT 12.21 124) F=T,E F 7.00 PE 0.00 T 9.00 0.1250 PF 1.13 L 8.00 C=120 PT 13.34 44) F=0 F 0.00 PE 0.00 T 8.00 0.0125 PF 0.10 PT 13.44 41) L 2.00 C=120 PT 11.32 122) F=T,E F 7.00 PE 0.00 T 9.00 0.1166 PF 1.05 L 8.00 C=120 PT 12.37 42) F=0 F 0.00 PE 0.00 T 8.00 0.0117 PF 0.09 PT 12.46 39) L 2.00 C=120 PT 12.30 121) F=T,E F 7.00 PE 0.00 T 9.00 0.1258 PF 1.13 L 10.00 C=120 PT 13.43 41). F=0 F 0.00 PE 0.00 T 10.00 0.0454 PF 0.45 PT 13.88 38) L 2.00 C=120 PT 11.30 t20) F=T,E F 7.00 PE 0.00 T 9.00 0.1164 PF 1.05 L 10.00 C=120 PT 12.35 40) F=0 F 0.00 PE 0.00 T 10.00 0.0419 PF 0.42 PT 12.77 37) SUBMITTAL SERIAL NO:2061HY1 UNITED ARTISTS THEATRES SEMINOLE TOWN CENTER TOWN CENTER BLVD. SANFORD, FLORIDA JOB 760 REV. #1 Location Flow Pipe in Size From To GPM IN 39 It 1.049 Q 18.92 DR 36 39DQ 18.84 1.682 Q 37.77 BN7 38 118 1.049 Q. 19.97 DR 35 38DO 39.21 1.682 Q 59.18 BN6 37 117 1.049 Q 19.14 DR 34 37DQ 37.58 1.682 Q 56.72 BN6 36 116 1.049 Q 19.24 DR 33 36DQ 37.77 1.682 Q 57.01 BN6 35 115 1.049 Q 20.79 DR 32 35DQ 59.18 1.682 Q 79.97 BN5 12-10-1995 PAGE 4 R Fittings"_ Equiv . Friction Pressure Length Loss Summary Devices Ft PSI/Ft PSI L 2.00 C=120 PT 11.42 119) F=T,E F 7.00 PE 0.00 T 9:.00 0.1175 PF 1.06 L 10.00 C=120 PT 12.48 39) F=0 F 0.00 PE 0.00 T 10.00 0.0423 PF 0.42 PT 12.90 36) L 2.00 C=120 PT 12.72 118) F=T,E F 7.00 PE 0.00 T 9.00 0.1298 PF 1.17 L 12.00 C=120 PT 13.89 38) F=0 F 0.00 PE 0.00 T 12.00 0.0971 PF 1.17 PT 15.06 35) L 2.00 C=120 PT 11.69 117) F=T,E F 7.00 PE 0.00 T 9.00 0.1200 PF 1.08 L 12.00 C=120 PT 12.77 37) F=0 F 0.00 PE 0.00 T 12.00 0.0898 PF 1.08 PT 13.85 34) L 2.00 C=120 PT 11.80 116) F=T,E F 7.00 PE 0.00 T 9.00 0.1211 PF 1.09 L 12.00 C=120 PT 12.89 36) F=0 F 0.00 PE 0.00 T 12.00 0.0906 PF 1.09 PT 13.98 33) L 2.00 C=120 PT 13.78 115) F=T,E F 7.00 PE 0.00 T 9.00 0.1398 PF 1.26 L 8.00 C=120 PT 15.04 35) F=0 F 0.00 PE 0.00 T 8.00 0.1695 PF 1.36 PT 16.40 32) SUBMITTAL SERIAL NO:2061HY1 UNITED ARTISTS THEATRES SEMINOLE TOWN CENTER TOWN CENTER BLVD. SANFORD, FLORIDA JOB 760 REV. #1 Location Flow Pipe in Size From To GPM IN 3 4 114 1.049 Q 19.94 DR 31 34DQ 56.72 1.682 Q 76.66 BN5 33 113 1.049 Q 20.03 DR 30 33DO 57.01 1.682 Q 77.04 BN5 32 112 1,049 Q 21.70 DR 28 32DQ 79.97 2.157 Q 101.67 BN4 31 111 1.049 Q 20.82 DR 27 31DQ 76.66 2.157 Q 97.48 BN4 30 110 1.049 Q 20.92 DR 26 30DQ 77.04 2.157 Q 97.96 BN4 12-10-1995 PAGE 5 m Fittings`.. Equiv Friction Pressure Length Loss Summary Devices Ft PSI/Ft PSI L 2.00 C=120 PT 12.67 114) F=T,E F 7.00 PE 0.00 T 9:.00 0.1294 PF 1.16 L 8.00 C=120 PT 13.83 34) F=0 F 0.00 PE 0.00 T 8.00 0.1568 PF 1.25 PT 15.08 31) L 2.00 C=120 PT 12.80 113) F=T,E F 7.00 PE 0.00 T 9.00 0.1305 PF 1.17 L 8.00 C=120 PT 13.97 33) F=0 F 0.00 PE 0.00 T 8.00 0.1582 PF 1.27 PT 15.24 30) L 2.00 C=120 PT 15.02 112) F=T,E F 7.00 PE 0.00 T 9.00 0.1514 PF 1.36 L 10.00 C=120 PT 16.38 32) F=0 F 0.00 PE 0.00 T 10.00 0.0787 PF 0.79 PT 17.17 28) L 2.00 C=120 PT 13.82 111) F=T,E F 7.00 PE 0.00 T 9.00 0.1401 PF 1.26 L 10.00 C=120 PT 15.08 31) F=0 F 0.00 PE 0.00 T 10.00 0.0728 PF 0.73 PT 15.81 27) L 2.00 C=120 PT 13.96 110) F=T,E F 7.00 PE 0.00 T 9.00 0.1414 PF 1.27 L 10.00 C=120 PT 15.23 30) F=0 F 0.00 PE 0.00 T 10.00 0.0735 PF 0.73 PT 15.96 26) SUBMITTAL SERIAL NO:2061HY1 UNITED ARTISTS THEATRES SE,MINOLE TOWN CENTER TOWN CENTER BLVD. SANFORD, FLORIDA JOB #760 REV. #1 Location Flow Pipe in Size From To GPM IN 29 109 1.049 Q 25.41 25 29 Q 25.41 28 108 Q 22.22 24 28DQ 1.01.67 Q 123.89 27 107 Q 21.31 23 27DQ 97.4.8 Q 118.79 26 106 Q 21.42 22 26DQ 97.96 Q 119.38 25 105 Q 25.44 21 25DQ 25.41 Q 50.85 DR 2.157 BN4 1.049 DR 2.157 BN3 1.049 DR 2.157 BN3 1.049 DR 2.157 BN3 1.049 DR 2. 157 BN3 12-10-1995 PAGE 6 n Fittings".,. Equiv .> Friction Pressure Length Lo°ss Summary Devices Ft PSI/Ft PSI L 2.00 C=120 PT 20.59 109) F=T,E F 7.00 PE 0.00 T 9.00 0.2026 PF 1.82 L 10.00 C=120 PT 22.41 29) F=O F 0.00 PE 0.00 T 10.00 0.0061 PF 0.06 PT 22.47 25) L 2.00 C=120 PT 15.74 108) F=T,E F 7.00 PE 0.00 T 9.00 0.1581 PF 1.42 L 10.00 C=120 PT 17.16 28) F=0 F 0.00 PE 0.00 T 10.00 0.1135 PF 1.13 PT 18.29 24) L 2.00 C=120 PT 14.48 107) F=T,E F 7.00 PE 0.00 T 9.00 0.1464 PF 1.32 L 10.00 C=120 PT 15.80 27) F=0 F 0.00 PE 0.00 T 10.00 0.1050 PF 1.05 PT 16.85 23) L 2.00 C=120 PT 14.63 106) F=T,E F 7.00 PE 0.00 T 9.00 0.1477 PF 1.33 L 10.00 C=120 PT 15.96 26) F=0 F 0.00 PE 0.00 T 10.00 0.1060 PF 1.06 PT 17.02 22) L 2.00 C=120 PT 20.64 105) F=T,E F 7.00 PE 0.00 T 9.00 0.2031 PF 1.83 L 10.00 C=120 PT 22.47 25) F=0 F 0.00 PE 0.00 T 10.00 0.0219 PF 0.22 PT 22.69 21) SUBMITTAL SERIAL NO:2061HY1 UNITED ARTISTS THEATRES SEMINOLE TOWN CENTER TOWN CENTER BLVD. SANFORD, FLORIDA JOB #760 REV. #1 Location Flow Pipe in Size From To GPM IN 24 104 1.049 Q 22.94 DR 13 24DQ 123.89 2.157 Q 146.83 BN2 12 13 4.260 Q 146.83 NC3 23 t03 1.049 Q 22.01. DR 12 23DQ 118.79 2.157 Q 140.79 BN1 11 12DQ 146.83 4.260 Q 287.62 NC2 22 102 1.049 Q 22.11 DR 11 22DO 119.38 2.157 Q 141.49 BN1 1.0 11DQ 287.62 4.260 Q 429.11 NC2 21 101 1.049 Q 25.56 DR 12-10-1995 PAGE 7 3 Fittings, Equiv Friction Pressure Length Loss Summary Devices Ft PSI/Ft PSI L 2.00 C=120 PT 16.77 104) F=T,E F 7.00 PE 0.00 T 9.00 0.1677 PF 1.51 L 29.00 C=120 PT 18.28 24) F=T F 10.00 PE.0.00 T 39.00 0.1554 PF 6.06 L 19.00 C=120 PT 24.34 13) F=0 F 0.00 PE 0.00 T 19.00 0.0056 PF 0.11 PT 24.45 12) L 2.00 C=120 PT 15.44 103) F=T,E F 7.00 PE 0.00 T 9.00 0.1553 PF 1.40 L 33.00 C=120 PT 16.84 23) F=T,2E F 20.00 PE 0.00 T 53.00 0.1438 PF 7.62 L 12.00 C=120 PT 24.46 12) F=0 F 0.00 PE 0.00 T 12.00 0.0196 PF 0.24 PT 24.70 11) L 2.00 C=120 PT 15.59 102) F=T,E F 7.00 PE 0.00 T 9.00 0.1567 PF 1.41 L 33.00 C=120 PT 17.00 22) F=T,2E F 20.00 PE 0.00 T 53.00 0.1451 PF 7.69 L 12.00 C=120 PT 24.69 11) F=0 F 0.00 PE 0.00 T 12.00 0.0411 PF 0.49 PT 25.18 10) L 2.00 C=120 PT 20.84 101) F=T,E F 7.00 PE 0.00 T 9.00 0.2049 PF 1.84 SUBMITTAL SERIAL NO:2061HY1 UNITED ARTISTS THEATRES SEMINOLE TOWN CENTER TOWN CENTER BLVD. SANFORD, FLORIDA JOB #760 REV. #1 12-10-1995 PAGE 8 Location Flow Pipe Fittings`,._ Equiv Fric,tion Pressure in Size Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 1.0 21DO 50.85 2.157 L 33.00 C=120 PT 22.68 21) Q 76.42 F=T,2E F 20.00 PE 0.00 BN1 T 53.00 0.0464 PF 2.46 6 10DQ 429.11 4.260 L 191.00 C=120 PT 25.14 10) Q 505.53 F=T F 20.00 PE 0.00 NC1 T 211.00 0.0556 PF 11.73 5 6 4.260 L 29.00 C=120 PT 36.87 6) Q 505.53 F=T,E F 30.00 PE 0.00 FM3 T 59.00 0.0556 PF 3.28 4 5 4.260 L 47.00 C=120 PT 40.15 5) Q 505.53 F=T,E F 30.00 PE 0.00 FM2 T 77.00 0.0556 PF 4.28 3 4 4.260 L 4.50 C=120 PT 44.43 4) Q 505.53 F=E F 10.00 PE 0.00 FM2 T 14.50 0.0556 PF 0.81 2 3 4.260 L 23.00 C=120 PT 45.24 3) Q 505.53 F=GV,CV F 24.00 PE 9.75 FRI T 47.00 0.0556 PF 2.61 1 2 6.400 L 65.00 C=150 PT 57.60 2) Q 505.53 F=T,2EE,2E F 95.00 PE 0.00 UN2 T 160.00 0.0051 PF 0.82 0 1 8.510 L 55.00 C=150 PT 58.42 1) Q 505.53 F=2EE F 27.00 PE 0.00 UN1 T 82.00 0.0013 PF 0.11 PT 58.53 0) UNITED ARTISTS THEATRES Sigma Dynamics Corporation 7700 Supply I Demand Graoh 4ij 20 15 10 05 Margin Pressure 4.89 PSI Flow 159.75 GPM 00 95 90 85 80 75• 70 65 55 o 50 45 40 I 35 S 30 25 r 20 5 10 D 5 0 N1M 150 300 460 600 750 900 1050 1200 1.W 1 Water Flow (GPM) System Demand.. Sprinkler Demand S8.62 PSI @ S05.53 GPM Additional Flows 0.00 GPM Hose at Source 250.00 GPM Total Demand 58.62 PSI @ 755.53 GPM Water Supply.. Static 7S.00 PSI Residual S1.00 PSI Elevation 0.00 PSI @ 1125.00 GPM K4 A UEE TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 6. T S < ABORATORIES GO REPORT OF GROUT PRISMS PROJECT: Seminole Theater ORDER #: 952716.00 OWNER: United Artists # SETS: 3 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: W. wall S. end top out S. wall W. end top out FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 12/01/95 DESIGN MIX #: Y40CMG SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker 847 AIR TEMPERATURE: 63 TRUCK #: 847 CONCRETE TEMPERATURE: TICKET #: 2806949 WATER ADDED ON SITE: 0 BATCH TIME: 7:57 am SLUMP: 7 TIME SAMPLED: 8:40 am AIR(%): LOAD SIZE: 9 UNIT WT: FIELD REMARKS• CONDITION OF CYLINDER: Good CONDITION OF CAP: Good LABORATORY TEST DATA SPECIMEN SIZE: 3.5" x 3.5" x 7" AREA: 12.25 TEST DATE OF AGE FAILURE COMPRESSIVE TEST (DAYS) LOAD(#) STRENGTH(psi) STATUS 1 12/08/95 7 37500 3061 2 12/29/95 28 3 12/29/95 28 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully Professional Inspection submitted, Engineering Company, •Inc . Jeffery D. Tucker, P.E. Senior Engineer STATE OF FLORIDA: Registered Professional DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Bill Worthington Mr. Jay Ohanesian Mr. Jim Rose Engineer Number: 46854 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE .. NEW JERSEY 1r; 1 U E E TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC S QT ABORATORIES CO REPORT OF GROUT PRISMS PROJECT: Seminole Theater ORDER #: 952648.00 OWNER: United Artists # SETS: 3 CONTRACTOR: Vratsinas Construction Comp PERMIT'No.: 95-3144 LOCATION OF POUR: Fill cells NE corner to 501W'& 501S top out FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/28/95 DESIGN MIX #: Y40CMG SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 66 TRUCK #: 165 CONCRETE TEMPERATURE: 79 TICKET #: 2669620 WATER ADDED ON SITE: 10 BATCH TIME: 7:35 am SLUMP: 7.5 TIME SAMPLED: 8:30 am AIR(%): LOAD SIZE: 9 UNIT WT: FIELD REMARKS: CONDITION OF CYLINDER: Good CONDITION OF CAP: Good LABORATORY TEST DATA SPECIMEN SIZE: 3.5" x 3.5" x 71 AREA: 12.25 TEST DATE OF AGE FAILURE COMPRESSIVE TEST (DAYS) LOAD(#) STRENGTH(psi) STATUS 1 12/05/95 7 42500 3469 2 12/26/95 28 3 12/26/95 28 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar J ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t Respectfully submitted, Professional Ergineering Inspection `-Company;; Inc. D Jeffery D. Tucker, P_E. Senior Engineer STATE OF FLORIDA: DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Bill Worthington Mr. Jay Ohanesian Mr. Jim Rose Registered Professional Engineer Number:., 46854 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY c oo TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC C 4 RORATORI$S GO REPORT OF GROUT PRISMS PROJECT: Seminole Theater ORDER #: 952584.00 OWNER: United Artists # SETS: 3 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Fill cells E. wall 3rd lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/22/95 DESIGN MIX #: Y40CMG SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 52 TRUCK #: 310 CONCRETE TEMPERATURE: 72 TICKET #: 2806753 WATER ADDED ON SITE: 0 BATCH TIME: 8:48 am SLUMP: 7 TIME SAMPLED: 9:15 am AIR(%): LOAD SIZE: 5.5 UNIT WT: FIELD REMARKS: CONDITION OF CYLINDER: Good CONDITION OF CAP: Good LABORATORY TEST DATA SPECIMEN SIZE: 3.5" x 3.5" x 7" AREA: 12.25 TEST DATE OF AGE FAILURE COMPRESSIVE TEST (DAYS) LOAD(#) STRENGTH(psi) STATUS 1 11/29/95 7 40000 3265 2 12/20/95 28 3 12/20/95 28 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, DISTRIBUTION COPY: Professional --Engineering Mr. Jeff Reed Inspection Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Bill Worthington Jeffery Tucker, P.E. Mr. Jay Ohanesian Senior Engineer Mr. Jim Rose STATE OF FLORIDA: Registered Professional Engineer Number: 46854 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALN BEACH FT. LAUDERDALE NEW JERSEY DLOC O TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC r 8 4 4.1"RATORIE5co FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 953037 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 12/22/95 SAMPLED BY: D. Hanson DAY SAMPLED: Friday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY MOIST DRY(pcf) COMPACT REQ% STATUS. LOBBY 1 151E of Column 28 8.1 96.7 95.3 95 PASS 2 151E of Column 34 3.8 96.7 95.3 95 PASS 3 151E of Column 38 3.8 98.4 96.9 95, PASS 4 151E of Column 46 3.3 105.9 104.3 95 PASS 5 151E of Column 51 4.4 106.0 104.4 95 PASS 6 301E of Column 28 8.9 105.1 103.5 95 PASS 7 301E of Column 34 5.3 107.4 105.8 95 PASS 8 301E of Column 38 6.4 103.2 101.7 95 PASS 9 301E of Column 46 7.1 102.9 101.4 95 PASS 10 301E of Column 51 5.4 102.3 100.8 95 PASS Respectfully= submitted, DISTRIBUTION COPY: Professional En4dneering Mr. Jeff Reed Inspe tor. Company, In_c. Mr. Ron Stotser G,- Mr. Mr. Brian Core Bob Casper rl y- Mr. Bill Worthington Mr. Jay Ohanesian Jeffery b. Tucker;; P.E. Mr. Jim Rose Senior Engineer STATE OF FLORIDA: Professional Engineer a No. 46854 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANCO, FL 32809 407) 855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952583.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade W. end of Auditorium #108 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/22/95 DESIGN MIX #: P3065Z Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 52 TRUCK #: 843 CONCRETE TEMPERATURE: 69 TICKET #: 2806746 WATER ADDED ON SITE: 0 BATCH TIME: 7:50 am SLUMP: 5 TIME SAMPLED: 8:25 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 1211 TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/25/95 3 80000 28.26 2831 D 2 11/29/95 7 89500 28.26 3167 D 3 12/20/95 28 115000 28.26 4069 D PASS 4 12/20/95 28 109500 28.26 3875 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully Professional Inspection submitted, Engineering Company, Inc. lz a`yS Jeffery D. Tucker; P.E. Senior Engineer_ STATE OF FLORIDA: Registered Professional DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Engineer Number: 46854 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PE ICO emu• yE;:: , PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952583.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade S. end of Promenade #134 FIELD INFORMATION DATE SAMPLED: 11/22/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 022 TICKET #: 2806762 BATCH TIME: 11:01 am TIME SAMPLED: 11:00 am LOAD SIZE• 10 FIELD REMARKS• FIELD TEST DATA DESIGN MIX #: P3065Z Reg SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 60 CONCRETE TEMPERATURE: 69 WATER ADDED ON SITE: 0 SLUMP: 4.5 AIR M UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST (DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/25/95 3 83500 28.26 2955 D 2 11/29/95 7 96000 28.26 3397 D 3 12/20/95 28 117500 28.26 4158 D PASS 4 12/20/95 28 120000 28.26 4246 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, Professional Engineering Inspection Company, Inc. Jeffery D. Tucker, P.E. Senior Engineer STATE OF FLORIDA: Registered Professional DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Engineer Number: 46854 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC y G Qt. 4'180RATORIES CO REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952554.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: S.E. corner fill cells to 251E and 251W 3rd Lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/21/95 DESIGN MIX #: Y40CMG Pearock SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 67 TRUCK #: 022 CONCRETE TEMPERATURE: 74 TICKET #: 2806673 WATER ADDED ON SITE: 0 BATCH TIME: 8:01 am SLUMP: 7 TIME SAMPLED: 8:30 am AIR(%): LOAD SIZE: 9 UNIT WT: FIELD REMARKS• LABORATORY TEST DATA SPECIMEN SIZE: 6" x 1211 TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE. TYPE OF TEST (DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/24/95 3 70000 28.26 2477 A 2 11/28/95 7 79500 28.26 2813 A 3 12/19/95 28 115500 28.26 4087 D PASS 4 12/19/95 28 117000 28.26 4140 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, DISTRIBUTION COPY: Professional Engineering Mr. Jeff Reed Inspection Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob CasperD '' Mr. Bill Worthington w.z& -Yj Mr. Jay Ohanesian Mr. Jim Rose Jeffery D. Tucker, P.E. Senior Engineer STATE OF FLORIDA:\ Registered Professional Engineer Number: 46854 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952515.01 OWNER: United Artists # SETS: 3 CONTRACTOR: Vratsinas Construction Comte PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade W. end of Auditorium #105 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/17/95 DESIGN MIX #: P30652 Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 58 TRUCK #: 656 CONCRETE TEMPERATURE: 72 TICKET #: 2063661 WATER ADDED ON SITE: 0 BATCH TIME: 7:17 am SLUMP: 6 TIME SAMPLED: 8:20 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: Test #1 & # 2 - Destroyed in field LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/20/95 3 28.26 2 11/24/95 7 28.26 3 12/15/95 28 112500 28.26 3981 D PASS 4 12/15/95 28 110000 28.26 3892 A PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully. ,submitted, Professional Engineering Ins ectioo n Company, Inc. Z'2G tS Jeffery D. Tucker, P.E. Senior Engineer - STATE OF FLORIDA: DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Registered Professional Engineer Number: 46854 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952515.02 OWNER: United Artists # SETS: 3 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Fill cells W. wall N. end 3rd Lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/17/95 DESIGN MIX #: Y40CMG Pearock SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 58 TRUCK #: 098 CONCRETE TEMPERATURE: 67 TICKET #: 2063656 WATER ADDED ON SITE: 0 BATCH TIME: 6:36 am SLUMP: 8 TIME SAMPLED: 8:20 am AIR(%): LOAD SIZE: 6 UNIT WT: FIELD REMARKS: Test #1 & # 2 - Destroved in field LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/20/95 3 28.26 2 11/24/95 7 28.26 3 12/15/95 28 115500 28.26 4087 D PASS 4 12/15/95 28 117000 28.26 4140 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, Professional Engineering Ins ction,_ompany, Inc. Jef ery D. Tucker, PE, Senior Engineer ` STATE OF FLORIDA: DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Registered Professional Engineer Number: 46854 Accredited Concrete Testiig,Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALN BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 9 ORATORIES C0 4 T REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952515.03 OWNER: United Artists # SETS: 3 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on grade E. end Auditorium #109 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/17/95 DESIGN MIX #: P30652 Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 60 TRUCK #: 143 CONCRETE TEMPERATURE: 72 TICKET #: 2806571 WATER ADDED ON SITE: 0 BATCH TIME: 9:03 am SLUMP: 5" TIME SAMPLED: 9:55 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: Test #1 & #2 - Destroyed in field LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS. 1 11/20/95 3 28.26 2 11/24/95 7 28.26 3 12/15/95 28 127500 28.26 4512 D PASS 4 12/15/95 28 125000 28.26 4423 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully''submitted, Professional Engineering Insp ion Company, Inc. Jeffery D. Tucker''P.E. Senior Engineer STATE OF FLORIDA: DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Registered Professional Engineer Number: 46854 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, OFLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952398.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Fill cells @ N.E. wall 2nd lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/10/95 DESIGN MIX #: Y40CMG SAMPLED BY: M. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 74 TRUCK #: 8221 CONCRETE TEMPERATURE: 72 TICKET #: 2669126 WATER ADDED ON SITE: 0 BATCH TIME: 6:45 am SLUMP: 7 TIME SAMPLED: 7:20 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/13/95 3 50000 28.26, 1769 D 2, 11/17/95 7 69500 28.26 2459 D 3 12/08/95 28 95000 28.26 3362 D PASS 4 12/08/95 28 100500 28.26 3556 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, Professional Engineering Inspect' on Compa%ny,, Inc. Jeffery D. Tucker, P.E. Senior Engineer STATE OF FLORIDA: Registered Professional Engineer Number: DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs 46854 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLossom TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing December 19, 1995 City of Sanford P.O. Box 1788 Sanford, Florida 32771 Attn: Gary Winn - Chief Building Official Reference: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Summary No. UA-7 Project No. 18341-001-01 T Dear Mr. Winn: Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach Attached are daily field reports and summary for the referenced project for the period of December 4, 1995 through December 9, 1995. Also attached are the following: 1. Special inspection log 2. Summary of in -situ density tests 3. Compressive strength log Should you have any questions concerning these reports or desire additional information, please let us know. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Distribution List cc: Addressee (2) Jeff Reed - United Artists (1) Joe Cooper - Seminole Towne Center (1) Ron Stotser - Stotser & Associates (1) Jim Rose - Rose Engineering Associates (1) Les Miller - VCC (1) 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 X-1'-_i.'-- Project No.: 18341-001-01 T Date: December 19, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-07 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: David Garmany Earthwork 02200 No inspections or testing this period. Concrete Formwork 03100 No inspections performed this period. Concrete Reinforcement 03200 1. Slab on Grade: Auditorium No. 102 2. Slab: Mezzanine over Auditorium 103 - 108 and lobby, elevation 11 ft. 8 in. Welded wire mesh (6 in. X 6 in. - W1.4/W1.4), lap splices (6 in.), form clearances and placement meet contract specification Section 03200-201 A. Cast - In -Place Concrete 03300 1, 2. 100 cubic yards, 3,000 psi. Two sets of four cylinders cast. Concrete placed meets contract drawings and specifications. Unit Masonry 04200 No inspections performed this period. Structural Steel 05120 Beams ( bolted connections): Mezzanine over Auditoriums 103, 104, 105, 106 and lobby - column 22 and 55, elevation 11 ft. 8 in. Page 2 of 2 Pages Jk. F: Project No.: 18341-001-01T Date: December 19, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-07 Beam ( expan bolt connections): North and south end of mezzanine, elevation 11 ft. 8 in. Bolts size, grade, spacing and locations meet contract drawings and specifications expect: SIL NO. 6 - Beam (expan bolt connections). See daily Report No. 22 (12-8-95). Metal Decking 05300 Metal Deck over Auditoriums 103 - 108, elevation 11 ft. 8 in. Puddle welds: no deficiencies noted. Special Inspection Log Added: 1 (No. 6) Resolved: 0 Outstanding: 6 Submittals Received Thirteen density test results from PIECO: meet the 95 percent minimum compaction. Five compressive strength test results: meet the contract specifications. WJD: ts Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Page 3 of 2 Pages Project No.: 18341-001-01 T Date: December 19, 1995 Addressee Project: Location: City of Sanford P.O. Box 1788 Sanford, Florida 32771 United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Seminole County, Florida SPECIAL INSPECTION LOG Agent: Bill Worthington SIL No. Date Item Location Description P.E. Final Disposition P.E. Date 1 10-09-95 Spread footing South wall No. 3, 26 - 28, East wall No. 26, north wall No reinforcement inspection WJD Received reports 10-19-95 2 1 10-12-95 Pilaster North and south of Column No. 41 Lap splices to short WJD 3 10-12-95 Wall Exterior walls Embedment WJD Received reports 10-19-95 4 10-12-95 Wall N and S emergency exits Missing rebar WJD 5 10-12-95 Wall N and S emergency exits Rebar added WJD 6 12-08-95 Expansion bolt North and south end of mezzanine, elevation 11 ft. 8 in. in. expansion anchor used in lieu of in. expansion anchor Reviewed By: Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. P.ROJECT: U N 17-EiD RTI f 'Ts T E RYE R CONTRACTOR: SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd PCF) yd max.) Required Obtained 9-ZI- I C - P A 0 lo-7•7 95". 10 .I Co F l3L 18 , o J h L of L(JC Ib3, 1 fZN o AG 10 3 ,1 d l 4F of 6 1- io4 1bI.S 100.0 4. 261 E OF C-EN-re - 134nc , S q 7.0 7 7- ' ( v F C.EmTE ol= to 2 ,Ll 100 . °I 10'`(" OF 101. 9.O IO .2 7 9 3E o r -rr.,5T Io1.0 q9.S 10 30 C of E a 03. 101. I lo' rJ of T EST n 10 3.0 Ol. 12- C' E of TEST 0 II bZ .Z 1 0.7 13 30s of T ESi 1, IZ a l. 103.( Iy b or 7'F_5T '' 13 1aI•G of TEST `/ y 103.9 102,`-I o S 6F TEST I"..) 10y.3 IOZ•$ I 5' ln/ of E.sT a /(o 7 o / . Z o- '` 9 18 5 N 110, 1= of SW CQRNC- o/.S- 9. 97. 95-. 19 So' tj 0'-__5vj 17 . o S. 20 Z N o S ( oR 91.L1 o y - IN - SITU DRY DENSITY (yd max.) - MAXIMUM LABORATORY DRY DENSITY 1 °d; Yvt Y, UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnical Engineering ThreshoM inspection 9 Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: L) IZEz A RTIS-.S Tr-IC TF/C5 CONTRACTOR: V CC SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: 2— TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd PCF) yd max.) Required Obtained 2 " E of SVIJ CORNERol.S 4. 9. IT-C,b S , 13 SO' E of SVJ E 8, 2. C.7 1 24 1S ' E o R 7oq- 7 10 . Z oPZo' L -r it 2 f9.o 2 S aF TeST lol. o 99• S 2_7 Zv' of T Z(, 98.8 9).3 2.8 20' E of TES-t °2--7 02.9 CoRN e R 91. 7. 9 1 10 fz z 05.3 Z 10 E o i '. 31 Io2,o Ivo. S 33 2-0' t 1 r Fs-r '3z Io3.Z ZO' F TEST 100.1 35 ZS W F ES-1 1oZ.0 1 -s- 103.1 o.G 10-5-95 37 2.5' ciF /I VjCM FIZ101. qB.G 7• I 38 2S' S o F Tr_sT 37 Iv' - of 1138 16O.L1 98.9 0 3o' S al= T 1 3 98.7 97. z I I' E op- TE5T `-Io 8• 94.9 tiZ S of TFs-r d 9 1 59. 6 8- / yd — IN -SITU DRY DENSITY yd max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Ernlronnwntal SGences - Gootechnical Engineering Threshold inspection - Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: O r4ITCd) O RTI'5T5 CONTRACTOR: V C_C. SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: 3 TEST NUMBERNI LOCATION DEPTH BELOWCOMMENTS SURFACE ( Fr.) TESTED TEST RESULTS y, = IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnlcal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: U N IT[() ( j (5T5 FATt 2 CONTRACTOR: V SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: y LOCATION SURFACE (FT.) TESTED RESULTS COMMENTS EST W. . : . MM1! MM Y, = IN SITU DRY DENSITY ( y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnical Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: 0 (Ql -T r= l0 li RTI 5 f 5 T Fl CA Tr- &S CONTRACTOR:y _ SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSya PCF) y, max.) Required Obtained 10?. 7- 8-7 a I oo- 3 8 8 10011 19B. C Ib-16 - S' g5 I O 8g A 1a1. S 9. o "• 9? • 3 Iv , 1 5S, 13 2 6IoZ,3 l00.9 Ioo •8 99•I 35 98.G 97•I I 15 ELE v -To Ra q9. 9 98• 16 /6 17 G CaI H o DI.S q 9 tea ifs 3 3 S A 62, 11-1395 U 1 /U w, =„ Ol•S q• 9 U`7.6 U3• UJ i e. cti lo. y lUS lGy . Lnd IIG.0 as%y y, a IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Erwtrwun*nftt Sciences - Geotechnical Engineering Threshold inspection - Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: Uri i'tc,. Ar f%S Tl- paters CONTRACTOR: 1/Cc SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd PCF) yd max.) Required Obtained 95 6 v _. .,d o/.S 9 i 1070 7 05,y 1 G % cc p ,,./. EncQ I US. `-f I o j . fl t Ciwvls>yon7Y I.G U/• % 1 l 3`1 (-/C^bIVHN r... s v. G I I 1 Col„,„ -VM4r t, a IaG. l lay. S 13 a) to S I 1 03. S ls Iaw w. r.nd 1/(ell o !_% i'J i aLT en.9 P:_/03 -,'j 03. vl. 7 J U, 771 p9 J 3 lU i 00 QG = oLI.0 yd = IN -SITU DRY DENSITY yd max.) - MAXIMUM LABORATORY DRY DENSITY EDUNIVERSALENGINEERINGSCIENCES, INC. Environmental Sciences Gsotochnlcal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: CONTRACTOR: VC c MIX DESIGN: 28-DAY DESIGN STRENGTH: 300o pSl COMPRESSIVE STRENGTH LOG SHEET NO.: Date Poured Compressive Strenqth (psi) Comments UNIVERSAL ENGINEERING SCIENCES, INC. bj'jW'aA ErrWronmental Sciences - Geotechnical Englnewing Threshold Inspection - Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: COMPRESSIVE STRENGTH LOC PROJECT: CONTRACTOR: VC C MD(DESIGN: 28-DAY:DESIGN STRENGTH: 3000 PSI SHEET NO.: _/ 4 C Yyy, J4 REGISTERED ENGINEER LICENSE NO.: PROJECT: V N TF(,) A RTIS-(5 I I L N-Tff(-5 CONTRACTOR: V CC_ MIX DESIGN: P - 30 Gsz 28-DAY DESIGN STRENGTH: 3000 PSI PSI VMPHt551Vt ' I HtNU 1 I-1 LVU SHEET NO.: Set INo. Date Poured Type Pour Location Slump in.)1 Air (%) Com ressive Stren th(Psi) Comments 7 Day 1 28 Day 1 28 Day 10- ,-5Y Fou DAT'0A1 Niff CePfJ(:-A To o ' 5 3 / 362-- y y/ Vy(- Z V S E o R n C Q i0 J' V i 53 1-1 4-1 1 31 7 3 10-II -S rou,Q-0AT1a4 To Z,SE S` 2-?3 41S7a 41 rvuN. S" 3o`i 5'a yysy S o7 Gi GoGI i Fri 3°y3 ySl Ll`'Q ycot 1arGGGs - J 1 Frs l5a a a3 9s 343Z 3 5 5.3 3G - , Y 5 ' 3 i 1 74 Iqb S 1r,, G rnJe YW Cgrner r a % 7 UNIVERSAL ENGINEERING SCIENCES, INC. MAEnvbonnwntal Sciences • Geotechnicat Engineering Threshold Inspection 9 Constnxdon Materials Testing REGISTERED ENGINEER LICENSE NO.: Project No. 18341-001-01 T Date: December 19, 1995 DAILY THRESHOLD REPORT NO. 20 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: December 5, 1995 Inspector: Brian Hammer Earthwork 02200 - No inspections or testing this date. Concrete Reinforcement 03200 - No inspections this date. Cast - In -Place Concrete 03300 - No inspections this date. Unit Masonry 04200 - No inspections this date. Structural Steel 05100 Auditorium 101, 102, 109, 110 mezzanine floor, bar joist, elevation 11 ft. 8 in. Bar joist bearing (21/2 in.), weld size, (3/16 in.) and length (2 in.) are in -place as specified in the contract drawings. Metal Decking 05300 Decking: Auditorium 101, 102, 109 and 110, roof. Puddle weld size (% in.), pattern (30/4), and deck side lap screws (No. 10 tek between all spans), in -place per contract drawings and specifications. WJD: ts Reviewed by, I Iq Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Project No. 18341-001-01 T Date: December 19, 1995 DAILY THRESHOLD REPORT NO. 21 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: December 7, 1995 Inspector: Robert Lafata Earthwork 02200 - No inspections or testing this date. Concrete Formwork 03100 - No inspections this date. Concrete Reinforcement 03200 - No inspections this date. Cast - In -Place Concrete 03300 - No inspections this date. Unit Masonry 04200 - No inspections this date. Structural Steel 05100 Bolted connections: Auditoriums 103, 104, 105, 106, mezzanine, elevation 11 ft. 8 in. Bolt size (3/4 in.), grade (A325), number installed and locations meet project plans and specifications. Bolt tension ( 28 kips) meets AISC Table 3. Metal Deckinq 05300 Decking: Auditoriums 103 - 108 and lobby to column 25 and 55 mezzanine, elevation 11 ft. 8 in. Puddle weld size (% in.) and pattern (30/4) meet contract drawings and specifications. WJD: ts Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Project No. 18341-001-01 T Date: December 19, 1995 DAILY THRESHOLD REPORT NO. 22 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: December 8, 1995 Inspector: David Garmany Earthwork 02200 No inspections or testing this date. Concrete Formwork 03100 No inspections this date. Concrete Reinforcement 03200 1. Slab on Grade: Auditorium No. 102 2. Slab: Mezzanine area over 103 - 108 and lobby, elevation 11 ft. 8 in. Welded wire mesh (6 X 6 - W1.4/W1.4), lap splices (6 in.) per specification Section 03200 201A. Cast - In -Place Concrete 03300 1, 2. 100 cubic yards: Mix No. P30A: 3,000 psi. Two sets of four cylinders cast. Test cylinders cast by PIECO. Slump No. 1 - 5'/2 in., No. 2 - 7 in. (specification 5 in. ± 1'/2 in.). Concrete placed meets contract drawings and specifications except: slump No. 2. Will monitor compressive strength results. Unit Masonry 04200 No inspections this date. Structural Steel 05100 Beam: ( Expansion Bolt Connection), north and south end of mezzanine floor, elevation 11 ft. 8 in. Bolt size (Yz in.), grade, number installed and locations meet contract drawings and specifications except: Page 1 of 2 Pages Project No. 18341-001-01 T Date: December 19, 1995 DAILY THRESHOLD REPORT NO. 22 SIL NO. 6 - 3/4 in. expansion anchor used. '/2 in. expansion anchor required. See details 1 - 5 on Sheet 5-8 Submittals Received PEICO field density reports and concrete compressive strength reports. In - place density tests meet the minimum 95 percent compaction requirement. Compressive strength meet contract specifications. WJD: ts Attachments: PEICO (8 sheets) Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Page 2 of 2 Pages PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952546 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 11/20/95 SAMPLED BY: D. Hanson DAY SAMPLED: —Monday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION % DENSITY % MOIST DRY(pcf) COMPACT REQ% STATUS. 1 Auditorium #107 W. End 4.4 106.7 105.1 95 PASS. G y 2 Auditorium #107 E. end 3.9 103.0 101.5 95 PASS 116) 3 Promenade #134 @ column 4.1 102.6 101.1 95 PASS foundation 74 111 4 Promenade #134 @ column 4.5 102.6 101.1 95 PASS foundation 51 1125 Promenade #134 @ column 6.7 106.1 104.5 95 PASS . foundation 28 Resp lly submitted, DISTRIBUTION COPY: Prof nal Engineering Mr. Jeff Reed In ion Company, Inc. Mr. Ron Stotser Mr. Brian Core j Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Jos h F. Mincuzzi, P.E. Mr. Jim Rose Vicq President STA E OF FLORIDA: Professional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAz)855-0021 1.800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952582 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 11/21/95 SAMPLED BY: D. Hanson DAY SAMPLED: Tuesday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grev Sand TEST TEST LOCATION % DENSITY % MOIST DRY(pcf) COMPACT REO% STATUS. AUDITORIUM 11 1 @ #103 W. end 3.0 105.1 103.5 95 PASS 111-12 @ #103 E. end 5.0 98.9 97.4 95 PASS . 1153 @ #104 W. end 4.8 104.8 103.3 95 PASS . 1164 @ #104 E. end 5.6 104.4 102.9 95 PASS Respe t u ly submitted, Prof si al Engineering In e t on Company, Inc. Jose h F. Mincuzzi, P.E. Vice President STATIV OF FLORIDA: Professional Engineer Professional Special No. 0038162 Inspector No. 0952 DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose WEST PALM BFAcm 6220 S. ORANGE BLOSsom TRALL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855.0021 1.800-688.1786 FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952669 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 11/28/95 SAMPLED BY: D. Hanson DAY SAMPLED: Tuesday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY MOIST DRY(pcf) COMPACT REO% STATUS. AUDITORIUM 1 103 W. End 4.4 103.2 101.7 95 PASS ll 2 103 E. end 3.7 104.2 102.7 95 PASS 93_ #104 W. end 4.0 103.3 101.8 95 PASS . a04 #104 E. end 3.4 104.0 102.5 95 PASS . Res e Pro e I s ully submitted, onal Engineering tion Company, Inc. Jo eph F. Mincuzzi, P.E. Vi a President ST , E OF FLORIDA: Professional Engineer Professional Special No. 0038162 Inspector No. 0952 DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose WEST PALM BEACH 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, Fl- 32809 407) 855-4422 (FAx) 855-0021 1.800-688-1786 FT. LAUDERDALE NEW JERSEY DGOC O TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC ABORATORIQS CO REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952583.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade S. end of Promenade #134 FIELD INFORMATION DATE SAMPLED: 11/22/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 022 TICKET #: 2806762 BATCH TIME: 11:01 am TIME SAMPLED: 11:00 am LOAD SIZE• 10 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: P3065Z Reg SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 60 CONCRETE TEMPERATURE: 69 WATER ADDED ON SITE: 0 SLUMP: 4.5 AIR (%) UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/25/95 3 83500 28.26 2955 D 2 11/29/95 7 28.26 3 12/20/95 28 28.26 4 12/20/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respect u ly submitted, DISTRIBUTION COPY: Prof s'o al Engineering Mr. Jeff Reed In 'on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jos h F. Mincuzzi, P.E. Vic President STA OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, RL 02809 407)855-4422 (FAx)855-0021 1-800-688-1786 NEST PALM BEACH FT. LAUDERDALE \Ew JERSEY ULEVER TM h•ri l? 7/w''1 PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952498.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade @ NW corner of theater FIELD INFORMATION DATE SAMPLED:_1 SAMPLED BY: M. Hanson SUPPLIER: Rinker TRUCK #• 7695 TICKET #: 2669315 BATCH TIME: 6 : 5 2 am TIME SAMPLED: 7:43 am LOAD SIZE• 10 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: P3065Z Reg SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 50 CONCRETE TEMPERATURE: 62 WATER ADDED ON SITE: 0 SLUMP: 5" AIR (%) : UNIT WT• LABORATORY TEST DATA SPECIMEN SIZE: 611 x 121' TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/19/95 3 75000 28.26 2654 D 2 11/23/95 7 84000 28.26 2972 D 3 12/14/95 28 28.26 4 12/14/95 28 28.26 FRACTURE ES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respect 1 y submitted, DISTRIBUTION COPY: Profe n 1 Engineering Mr. Jeff Reed Ins i n Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper J Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jose h F. Mincuzzi, P.E. Vic President STA OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo. FL 32809 407)855-4422 (FAx)855-0021 1-800-688.1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952583.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade W. end of Auditorium #108 FIELD INFORMATION DATE SAMPLED: 11/22/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 843 TICKET #: 2806746 BATCH TIME: 7:50 am TIME SAMPLED: 8:25 am LOAD SIZE: 10 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: P3065Z Reg SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 52 CONCRETE TEMPERATURE: 69 WATER ADDED ON SITE: 0 SLUMP: 5 AIR M UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURED COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/25/95 3 80000 28.26 2831 D 2 11/29/95 7 28.26 3 12/20/95 28 28.26 4 12/20/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectf ly submitted, DISTRIBUTION COPY: Prof es al Engineering Mr. Jeff Reed Ins on Company, Inc. Mr. Ron Stotser Mr. Brian Core J Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jose h F. Mincuzzi, P.E. Vice President STATE OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SurrE 400-8, ORLANDo, FL 32809 407)855-4422 (FAz)855-0021 1-800-688-1786 WEST PALN BEACH FT. LAUDERDALE NEW JERSEY ff UEL TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC s ee414eORATORIEsCO REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952554.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: S.E. corner fill cells to 251E and 251W 3rd Lift FIELD INFORMATION DATE SAMPLED: 11/21/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 022 TICKET #: 2806673 BATCH TIME: 8:01 am TIME SAMPLED: 8:30 am LOAD SIZE• 9 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: Y40CMG Pearock SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 67 CONCRETE TEMPERATURE: 74 WATER ADDED ON SITE: 0 SLUMP: 7 AIR M : UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 611 x 1211 TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST . DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/24/95 3 70000 28.26 2477 A 2 11/28/95 7 79500 28.26 2813 A 3 12/19/95 28 28.26 4 12/19/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectf 1 y submitted, DISTRIBUTION COPY: Profe si 1 Engineering Mr. Jeff Reed Ins on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jose h F. Mincuzzi, P.E. Vice President STAT OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANCE BLOSSOM TRAIL, SUITE 400-B, ORL1NDo, FL 02809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY DQOCO TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY. INC r e s < A80RAT0RlES CO REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952497.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Fill cells @ NE corner 3rd lift FIELD INFORMATION DATE SAMPLED: 11/16/95 SAMPLED BY: M. Hanson SUPPLIER: Rinker TRUCK #: 4098 TICKET #: 2263618 BATCH TIME: 7 : 0 8 am TIME SAMPLED: 8:00 am LOAD SIZE• 9 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: Y40CMG PRPM SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 50 CONCRETE TEMPERATURE: 65 WATER ADDED ON SITE: 0 SLUMP: 7" AIR M : UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/19/95 3 69500 28.26 2459 D 2 11/23/95 7 74000 28.26 2619 D 3 12/14/95 28 28.26 4 12/14/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respect ly submitted, DISTRIBUTION COPY: Profe s al Engineering Mr. Jeff Reed Ins a on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper J Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jose h F. Mincuzzi, P.E. Vic President STA OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANcE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST FAL-M BEACH FT. LAUDERDALE NEW JERSEY UNIVERSAL EINgERING SCIENCES Con ultantspin: Geotechnical Engineering Enlonmerital Sciences • Construction Materials Testing December 19, 1995 City of Sanford P.O. Box 1788 Sanford, Florida 32771 Attn: Gary Winn - Chief Building Official Reference: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Summary No. UA-7 Project No. 18341-001-01T Dear Mr. Winn: Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach Attached are daily field reports and summary for the referenced project for the period of December 4, 1995 through December 9, 1995. Also attached are the following: 1. Special inspection log 2. Summary of in -situ density tests 3. Compressive strength log Should you have any questions concerning these reports or desire additional information, please let us know. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Distribution List cc: Addressee (2) Jeff Reed - United Artists (1) Joe Cooper - Seminole Towne Center (1) Ron Stotser - Stotser & Associates (1) Jim Rose - Rose Engineering Associates (1) Les Miller - VCC (1) 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 Project No.: 18341-001-01 T Date: December 19, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-07 Addressee: City of Sanford P.O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: David Garmany Earthwork 02200 No inspections or testing this period. Concrete Formwork 03100 No inspections performed this period. Concrete Reinforcement 03200 1. Slab on Grade: Auditorium No. 102 2. Slab: Mezzanine over Auditorium 103 - 108 and lobby, elevation 11 ft. 8 in. Welded wire mesh (6 in. X 6 in. - W1.4/W1.4), lap splices (6 in.), form clearances and placement meet contract specification Section 03200-201 A. Cast -In -Place Concrete 03300 1,2. 100 cubic yards, 3,000 psi. Two sets of four cylinders cast. Concrete placed meets contract drawings and specifications. Unit Masonry 04200 No inspections performed this period. Structural Steel 05120 Beams (bolted connections): Mezzanine over Auditoriums 103, 104, 105, 106 and lobby - column 22 and 55, elevation 11 ft. 8 in. Page 2 of 2 Pages Project No.: 18341-001-01 T Y-- Date: December 19, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-07 Beam ( expan bolt connections): North and south end of mezzanine, elevation 11 ft. 8 in. Bolts size, grade, spacing and locations meet contract drawings and specifications expect: SIL NO. 6 - Beam (expan bolt connections). See daily Report No. 22 (12-8-95). Metal Decking 05300 Metal Deck over Auditoriums 103 - 108, elevation 11 ft. 8 in. Puddle welds: no deficiencies noted. Special Inspection Log Added: 1 (No. 6) Resolved: 0 Outstanding: 6 Submittals Received Thirteen density test results from PIECO: meet the 95 percent minimum compaction. Five compressive strength test results: meet the contract specifications. WJD: ts Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Page 3 of 2 Pages 1--- 0 Addressee: Project: Location: City of Sanford P.O. Box 1788 Sanford, Florida 32771 United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Seminole County, Florida SPECIAL INSPECTION LOG Project No.: 18341-001-01 T Date: December 19, 1995 Agent: Bill Worthington SIL No. Date Item Location Description P.E. Final Disposition::] P.E. Date 1 10-09-95 Spread footing South wall No. 3, 26 - 28, East wall No. 26, north wall No reinforcement inspection WJD Received reports 10-19-95 2 10-12-95 Pilaster North and south of Column No. 41 Lap splices to short WJD 3 10-12-95 Wall Exterior walls Embedment WJD Received reports 10-19-95 4 10-12-95 Wall N and S emergency exits Missing rebar WJD 5 10-12-95 Wall N and S emergency exits Rebar added WJD 6 12-08-95 Expansion bolt North and south end of mezzanine, elevation 11 ft. 8 in. in. expansion anchor used in lieu of/z in. expansion anchor Reviewed By: Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. 11ROJECT: U N I TEQ ( RTIS'Ts TH E FRiE R CONTRACTOR: SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd PCF) ya max.) Required Obtained C E &4).:Z. PAD 0 •S , lo-7. _7 95 Z. 10. 1 CONIAFER gF &fjC, 0 5\n EA of JZ Llx 103, I J C-c'"FA Q1= 13LIX 103.1 p l . N F- 0fnRNVL or (- lol •S 100.0 2\ E of CENTe - 13,eAc , S q 7. 0 1 ZS' VJ aF C.EmTE aF l02 .Ll 100 •°i to - 4 N W C.URNC- F 10f. 9.0 10Z 7 1 30' E o F -rc,5T 101.0 q9.S 10 O' E of E a 103. 41 Ipl. I 10 t o f T EST 10 3. a 101. IZ oE of TEST II 02.2- 1 o•7 13 30E Cr 1 12_ 1{. o3• y or- TEST a (3 103.1 1o'I•G IS Io' I. of TEST `/y 1o3.9 102, y S aF -TEST a IS 1041.3 loZ•6 1 In/ of E'ST a /(c so, N to " E of W CDANC lol. S 9 1 q7. 1 10 / • Z 95. r w 7. o S. L El ZU Z o $l oR 91.LI 96.o 11 Z S I J7.`1 1 'L) yd = IN -SITU DRY DENSITY (yd max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. wironmontal Sciences • Geotechnlcal Engineering Threshold inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: (_) n1 I7 fz A RTIs1S TH« TeA5 CONTRACTOR: U CC SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: Z TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TSTESTRESUydCOMMENTS PCF) Lmax.) Required Obtained o - C) S Z 2 ' E of S, oRNE of .S 4• q. dT!'v S. Z SO' E o F SkA1 e 21 C. 7 % 24 o R loF1- 7 I0 .2. 20 E oP -r #1 Z tg.o Z10 S c>F TEST fc, I.0 99• S 21 20 ' of T Ey A 2G 98.8 9. 3 Z 20' E of TEST ° 2-710M Oc). R 99. m 30 I " I 0 - TEST 3 30 nl o - k zo 102, lol. Z Z Io' o i 31 102,0 lvo. S 33 20' t l 1 ES7 " S2 la3 Z 1 1. 7 Zo IQ oF TEST 33 cal. C loo. I 35 ZS lnl FTES-1 * 3 10 E i'_15 10- 5-9S 37 2.SF /N 01• " 98.G 7• I 38 2S' S o F TEST 10, - of Tr: " 38 l60.L1 98.9 0 20' S of T 3 98.7 57. z 41 1 ' E of TEST 90 8 • t6.9 11 Z S -F T 1=s7 d 91 Y,, — IN - SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Envkonmental Sc/ enas • Oeotechnical Engineering Threshold inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: U N ITC9) R T i= CONTRACTOR: V C-c-- SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: 3 i TEST NUMBER-1 SURFACE (FT.) TESTED TEST RESULTS COMMENTS LQ y, — IN -SITU DRY DENSITY f y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Environn*ntat Sciences • Geotechnical Engineering Threshold inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: UNIT[() ( j 5 / HF/)-T 2 CONTRACTOR: Y CC SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: y TEST LOCATIONDEPTH BELOWSURFACE (FT,) TESTED EST RESULTS Ys a 1N.-bi 1 U UHY UENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. EnWronmental Sclences • Geotechnical Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: l l-T j= 1 /ZT! 5 15 TFr CA 1 _1Z3 CONTRACTOR: Y SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd PCB y, max.) Required Obtained 0-1 5 85 @` o _S q 2", 7 g5_ log+. 1 1 00. 3 g bo , l Ib-16 - S O CoLe, lal.S 9• 9?•3 9S"", l loz.3 Ioo .g 2 loo.q q•`I 35 98. G 97.1 55 ELEvA-Tofl, PRO loci - Z 3e 3 r Al 611 l l -139y l 0 2 l U w, =n lal • 5 q 9 CtiJ 1G3.`1 vi.9 o l DC/ 0S IGy d=. L•,P IIG.0 y, — IN -SITU DRY DENSITY ya max.) - MAXIMUM LABORATORY DRY DENSITY kuUNIVERSALENGINEERINGSCIENCES, INC. Environmental Sciences • - Geotechnkal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: U r•reJ A- f, s-r TN p,ter5 CONTRACTOR: Vcc SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: G TEST DATE TEST NUMBER LOCATION DEPTH .BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTSTS COMMENTS PCF) 96 ( Lmax.) Required Obtained 0- 13 -95 W v Ehd ol.S 9. 9 107. v 9SY IvS y 0 % O w Enc US• L/ l I o • br h 1 w, pia w. F UG• 7 U / 10C xl U rbrwi. f Ca/uvhr F fi0Y1-iy j.1,G J/• % l l I If/3 `7 oq.e "r ti „ r•„ s ivy. G o/. I rd Colw', - ,r r t a Fs oG. l 0'1 5 fU S. 1 I03• S 1/ y 11 s dw 1/ 6 O E% Ind laa .9 l- a -y- 1 7 d 14)1,7 I Ile 03 /F E_v,d u`r. J U. 7 y, = IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnlcal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: e ROJECrT: (-)n, to rAt st CONTRACTOR: V MIX DESIGN:jS J 28-DAY DESIGN STRENGTH: 30rio PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / Date Slump psi) Comments UNIVERSAL ENGINEERING SCIENCES, INC. Emlronmenta/ Sciences • Geotochnicai Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: CJVI ecY A-TJS 5 CONTRACTOR: Vc C. M D( DESIGN: _y 28-DAY DESIGN STRENGTH: - 3CX) U PSI COMPRESSIVE STRENGTH LOC SHEET NO.: 0 ., :. Sri • L UNIVERSAL ENGINEERING SCIENCES, INC. Elf • Goo cal evne " ThrGW*W kwP@cdon • Oone&wcft m UoftrleN T"tkp REGISTERED ENGINEER LICENSE NO.: J I 1 , PROJECT:y t l tTE() RTISYS Tf•I L E(5 CONTRACTOR: V CC_ MIX DESIGN: P - 30 (o,S Z 28-DAY DESIGN STRENGTH: 3000 PS 1 PSI t;VMrritSjivt z)i ricim" i n Lvu SHEET NO.: ' Set No. Date Poured Type Pour Location Slump in.) Air (%) Com ressive Strength(Psi) Comments 7 Day 28 Day 28 Day to-G-is' Feu DAT,ork' N iff Cc> RNGR To '0 3 // 362-7 Y11 yy G 2- S E o R r. E A. To w S3 J c7'-1 l c-1 3 i 7 3 10-II -i Fou,\WATIW To ZS' E S" 2- 13 4-1S/2 4Ipia3 C"),j 0 6 I o S" 3oti y a tiysy 60G i r'i 150 S " 3L la a3 9s A 3LY, 4 3Z 3 s Y3 3G < < - , v 5 '' 3 8'/ col I 10 1 -1G- S Ia b UNIVERSAL ENGINEERING SCIENCES, INC. Ernlronrnental Sciences - t;eotechnlcat Engineering Threshold inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: t Project No. 18341-001-01 T Date: December 19, 1995 4 DAILY THRESHOLD REPORT NO. 20 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: December 5, 1995 Inspector: Brian Hammer Earthwork 02200 - No inspections or testing this date. Concrete Reinforcement 03200 - No inspections this date. Cast - In -Place Concrete 03300 - No inspections this date. Unit Masonry 04200 - No inspections this date. Structural Steel 05100 Auditorium 101, 102, 109, 110 mezzanine floor, bar joist, elevation 11 ft. 8 in. Bar joist bearing (2'/2 in.), weld size, (3/16 in.) and length (2 in.) are in -place as specified in the contract drawings. Metal Decking 05300 Decking: Auditorium 101, 102, 109 and 110, roof. Puddle weld size (% in.), pattern (30/4), and deck side lap screws (No. 10 tek between all spans), in -place per contract drawings and specifications. WJD: ts Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Project No. 18341-001-01T Date: December 19, 1995 Addressee: Project: DAILY THRESHOLD REPORT NO. 21 City of Sanford P. O. Box 1788 Sanford, Florida 32771 United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: December 7, 1995 Inspector: Robert Lafata Earthwork 02200 - No inspections or testing this date. Concrete Formwork 03100 - No inspections this date. Concrete Reinforcement 03200 - No inspections this date. Cast - In -Place Concrete 03300 - No inspections this date. Unit Masonry 04200 - No inspections this date. Structural Steel 05100 Bolted connections: Auditoriums 103, 104, 105, 106, mezzanine, elevation 11 ft. 8 in. Bolt size (3/a in.), grade (A325), number installed and locations meet project plans and specifications. Bolt tension ( 28 kips) meets AISC Table 3. Metal Decking 05300 Decking: Auditoriums 103 - 108 and lobby to column 25 and 55 mezzanine, elevation 11 ft. 8 in. Puddle weld size (% in.) and pattern (30/4) meet contract drawings and specifications. WJD: ts Reviewed by, A/ Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No, 0745 Universal Engineering Sciences, Inc. Project No. 18341-001-01 T Date: December 19, 1995 DAILY THRESHOLD REPORT NO. 22 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: December 8, 1995 Inspector: David Garmany Earthwork 02200 No inspections or testing this date. Concrete Formwork 03100 No inspections this date. Concrete Reinforcement 03200 1. Slab on Grade: Auditorium No. 102 2. Slab: Mezzanine area over 103 - 108 and lobby, elevation 11 ft. 8 in. Welded wire mesh (6 X 6 - W1.4/W1.4), lap splices (6 in.) per specification Section 03200 201A. Cast - In -Place Concrete 03300 1, 2. 100 cubic yards: Mix No. P30A: 3,000 psi. Two sets of four cylinders cast. Test cylinders cast by PIECO. Slump No. 1 - 5'/2 in., No. 2 - 7 in. (specification 5 in. ± 1'/2 in.). Concrete placed meets contract drawings and specifications except: slump No. 2. Will monitor compressive strength results. Unit Masonry 04200 No inspections this date. Structural Steel 05100 Beam: ( Expansion Bolt Connection), north and south end of mezzanine floor, elevation 11 ft. 8 in. Bolt size ('/2 in.), grade, number installed and locations meet contract drawings and specifications except: Page 1 of 2 Pages Project No. 18341-001-01 T Date: December 19, 1995 DAILY THRESHOLD REPORT NO. 22 SIL NO. 6 - 3/4 in. expansion anchor used. '/2 in. expansion anchor required. See details 1 - 5 on Sheet 5-8 Submittals Received PEICO field density reports and concrete compressive strength reports. In - place density tests meet the minimum 95 percent compaction requirement. Compressive strength meet contract specifications. Reviewed by, Q cz)_' "2-- Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Universal Engineering Sciences, Inc. Attachments: PEICO (8 sheets) Page 2 of 2 Pages PEica l\\''it11:71`7 PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952546 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 11/20/95 SAMPLED BY: D. Hanson DAY SAMPLED: Monday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION % DENSITY % MOIST DRY(pcf) COMPACT REO% STATUS. 1 Auditorium 107 W. End 4.4 106.7 105.1 95 PASS . G y 2 Auditorium 107 E. end 3.9 103.0 101.5 95 PASS 1103 Promenade #134 @ column 4.1 102.6 101.1 95 PASS foundation 74 Ili 4 Promenade #134 @ column 4.5 102.6 101.1 95 PASS foundation 51 I12 5 Promenade #134 @ column 6.7 106.1 104.5 95 PASS foundation 28 Resp lly submitted, DISTRIBUTION COPY: Profoo ' nal Engineering Mr. Jeff Reed Inht tion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Jos h F. Mincuzzi, P.E. Mr. Jim Rose Vic President STA E OF FLORIDA: Professional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSO>1 TRAIL, SUITE 400-B, ORLMIDO, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952582 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 11/21/95 SAMPLED BY: D. Hanson DAY SAMPLED: Tuesday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION % DENSITY % MOIST DRY(pcf) COMPACT REO% STATUS. AUDITORIUM J1 1 @ #103 W. end 3.0 105.1 103.5 95 PASS IILI2 @ #103 E. end 5.0 98.9 97.4 95 PASS . 111- 3 @ #104 W. end 4.8 104.8 103.3 95 PASS 1164 @ #104 E. end 5.6 104.4 102.9 95 PASS_ 1----------------------------------------------------------------- Respe t u ly submitted, DISTRIBUTION COPY: Prof si al Engineering Mr. Jeff Reed In e on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Jose h F. Mincuzzi, P.E. Mr. Jim Rose Vice resident STATV OF FLORIDA: Professional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SurrE 400-8, ORLANDo, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LADDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY. INC FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952669 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 11/28/95 SAMPLED BY: D. Hanson DAY SAMPLED: Tuesday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION:_ Grey Sand TEST TEST LOCATION DENSITY MOIST DRY(pcf) COMPACT REO% STATUS. 7 1 AUDITORIUM 103 W. End 4.4 103.2 101.7 95 PASS 2 103 E. end 3.7 104.2 102.7 95 PASS 93 #104 W. end 4.0 103.3 101.8 95 PASS . 04 #104 E. end 3.4 104.0 102.5 95 PASS . i Res a ully submitted, DISTRIBUTION COPY: Pro onal Engineering Mr. Jeff Reed I s ction Company, Inc. Mr. Ron Stotser Mr. Mr. Brian Core Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Jo eph F. Mincuzzi, P.E. Mr. Jim Rose Vi a President ST E OF FLORIDA: Professional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407) 855-4422 FAx) 855-0021 1.800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY Uff VEL TU! PROFESSIONAL ENGINEERING AND INSPECTION COMPANY. INC s <^ BORATO RIEs GO REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952583.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade S. end of Promenade #134 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/22/95 DESIGN MIX #: P3065Z Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 60 TRUCK #: 022 CONCRETE TEMPERATURE: 69 TICKET #: 2806762 WATER ADDED ON SITE: 0 BATCH TIME: 11:01 am SLUMP: 4.5 TIME SAMPLED: 11:00 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/25/95 3 83500 28.26 2955 D 2 11/29/95 7 28.26 3 12/20/95 28 28.26 4 12/20/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respect u ly submitted, Prof s'o al EngineeringInv .on Company, Inc. DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jos h F. Mincuzzi, P.E. Vic President STA OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORv,Nw, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY UC3VEE TI./ PROFESSIONAL ENGINEERING AND INSPECTION COMPANY. INC r s 1480RATORIES LO Q REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952498.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade @ NW corner of theater FIELD INFORMATION FIELD TEST DATA DATE SAMPLED:_1 DESIGN MIX #: P3065Z Reg SAMPLED BY: M. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 50 TRUCK #: 7695 CONCRETE TEMPERATURE: 62 TICKET #: 2669315 WATER ADDED ON SITE: 0 BATCH TIME: 6 : 5 2 am S LUMP : 511 TIME SAMPLED: 7:43 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 611 x 1211 TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/19/95 3 75000 28.26 2654 D 2 11/23/95 7 84000 28.26 2972 D 3 12/14/95 28 28.26 4 12/14/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respect 1 y submitted, Profe n 1 Engineering Ins i n Company, Inc. DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jose h F. Mincuzzi, P.E. Vic President STA OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSsou TRAIL, SUITE 400-B, ORLVJDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST P AL11 BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952583.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade W. end of Auditorium #108 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/22/95 DESIGN MIX #: P3065Z Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 52 TRUCK #: 843 CONCRETE TEMPERATURE: 69 TICKET #: 2806746 WATER ADDED ON SITE: 0 BATCH TIME: 7:50 am SLUMP: 5 TIME SAMPLED: 8:25 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/25/95 3 80000 28.26 2831 D 2 11/29/95 7 28.26 3 12/20/95 28 28.26 4 12/20/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectf ly submitted, Profes4 al Engineering Ins ion Company, Inc. J DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Josejqh F. Mincuzzi,. P.E. Vice President STATE OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY DL'VEE T1N PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC e S CA BORATORIES OO REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952554.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: S.E. corner fill cells to 251E and 251W 3rd Lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/ 21/95 DESIGN MIX #: Y40CMG Pearock SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 67 TRUCK #: 022 CONCRETE TEMPERATURE: 74 TICKET #: 2806673 WATER ADDED ON SITE: 0 BATCH TIME: 8: 01 am SLUMP: 7 TIME SAMPLED: 8: 30 am AIR(%): LOAD SIZE• 9 UNIT WT• FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 611 x 1211 TEST DATE OF AGE FAILURE MEASURER COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/24/ 95 3 70000 28.26 2477 A 2 11/28/ 95 7 79500 28.26 2813 A 3 12/19/ 95 28 28.26 4 12/19/ 95 28 28.26 FRACTURE TYPES: A - Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar 4---------------------------------------------------------------- Respectf Profei Ins% a y submitted, 1 Engineering n Company, Inc. Jose h F. Mincuzzi, P.E. Vice President STAT OF FLORIDA: Registered Professional Engineer Number: Registered Special Inspector number: 0952 DISTRIBUTION COPY: Mr. Jeff Reed . Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose 0038162 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL. SUITE 400-B, ORLANDO, FL 32809 407) 855-4422 ( FAx) 855-0021 1-800-688-1786 WEST (BALM BEACH FT. LAUDERDALE NEw JERSEY b)ffOC O T( PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INc 4 A50RATORI£5 CO1 REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952497.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Fill cells @ NE corner 3rd lift FIELD INFORMATION DATE SAMPLED: 11/16/95 SAMPLED BY: M. Hanson SUPPLIER: Rinker TRUCK #: 4098 TICKET #: 2263618 BATCH TIME: 7:08 am TIME SAMPLED: 8:00 am LOAD SIZE• 9 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: Y40CMG PRPM SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 50 CONCRETE TEMPERATURE: 65 WATER ADDED ON SITE: 0 SLUMP: 7" AIR M UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/19/95 3 69500 28.26 2459 D 2 11/23/95 7 74000 28.26 2619 D 3 12/14/95 28 28.26 4 12/14/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respect ly submitted, DISTRIBUTION COPY: Profe s al Engineering Mr. Jeff Reed Ins a on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper J Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jose h F. Mincuzzi, P.E. Vic President STA OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BL055ON TRAIL, SUITE 400-B, OFLINDO, FL 32" 407)855-4422 (FAx)855-0021 1.800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC qI!E REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952827.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: E. End of Auditorium 101 FIELD INFORMATION DATE SAMPLED: 12/08/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 765 TICKET #: 2807169 BATCH TIME: 8:34 am TIME SAMPLED: 9:10 am LOAD SIZE: 10 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: P30A Reg SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 65 CONCRETE TEMPERATURE: 76 WATER ADDED ON SITE: 0 SLUMP: 5.2 AIR (%) UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURES COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in) STRENGTH(psi) FRACTURE STATUS 1 12/11/95 3 79500 28.26 2813 D 2 12/15/95 7 85500 28.26 3025 A 3 01/05/96 28 28.26 4 01/05/96 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respect' ly submitted, DISTRIBUTION COPY: Profe sal Engineering Mr. Jeff Reed Ins ' on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jose h F. Mincuzzi, P.E. Vice President STAT OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLvaoo, FL 32809 407) 855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 7 S 4P I COtEBORATOR]ES REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #:.952827.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: 2nd floor 501S of N. end FIELD INFORMATION DATE SAMPLED: 12/08/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 256 TICKET #: 2807180 BATCH TIME: 10:17 am TIME SAMPLED: 10:45 am LOAD SIZE• FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: R30A PRPM SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 70 CONCRETE TEMPERATURE: 79 WATER ADDED_ ON SITE: 10 SLUMP: 7 AIR M UNIT WT• LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 12/11/95 3 81000 28.26 2866 D 2 12/15/95 7 88000 28.26 3114 B 3 01/05/96 28 28.26 4 01/05/96 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respec lly submitted, DISTRIBUTION COPY: Profe i nal Engineering Mr. Jeff Reed In c ion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jos h F. Mincuzzi, P.E. Vic President STA OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TT1 PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC y r 4,80RATORlE500 REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952498.00 OWNER: United Artists SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade @ NW corner of theater FIELD INFORMATION FIELD TEST DATA DATE SAMPLED:_1 DESIGN MIX #: P3065Z Reg SAMPLED BY: M. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 50 TRUCK #: 7695 CONCRETE TEMPERATURE: 62 TICKET #: 2669315 WATER ADDED ON SITE: 0 BATCH TIME: 6:52 am SLUMP: 5" TIME SAMPLED: 7:43 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS• LABORATORY TEST DATA SPECIMEN SIZE: 6" x 1211 TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST (DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/19/95 3 75000 28.26 2654 D 2 11/23/95 7 84000 28.26 2972 D 3 12/14/95 28 112500 28.26 3981 D PASS 4 12/14/95 28 110000 28.26 3892 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectf 1 y submitted, DISTRIBUTION COPY: Profes i 1 Engineering Mr. Jeff Reed Ins c i n Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Joseph F. Mincuzzi, P.E. Vice resident STATE OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY o TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 9 GgBORATORIESCO REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952497.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT`No.: 95-3144 LOCATION OF POUR: Fill cells @ NE corner 3rd lift FIELD INFORMATION DATE SAMPLED: 11/16/95 SAMPLED BY: M. Hanson SUPPLIER: Rinker TRUCK #: 4098 TICKET #: 2263618 BATCH TIME: 7:08 am TIME SAMPLED: 8:00 am LOAD SIZE: 9 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: Y40CMG PRPM SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 50 CONCRETE TEMPERATURE: 65 WATER ADDED ON SITE: 0 SLUMP: 7" AIR M UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURED COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/19/95 3 69500 28.26 2459 D 2 11/23/95 7 74000 28.26 2619 D 3 12/14/95 28 114500 28.26 4052 D PASS 4 12/14/95 28 116000 28.26 4105 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respect ly submitted, DISTRIBUTION COPY: Profesis al Engineering Mr. Jeff Reed Ins on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Josep F. Mincuzzi, P.E. Vice resident STATE OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing'Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORL4ND0, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALH BEACH FT. LAUDERDALE - NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC tP S < ARORATORIES C' REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952397.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Fill cells W. wall 2nd lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/09/95 DESIGN MIX #: Y40CMG SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 53 TRUCK #: 843 CONCRETE TEMPERATURE: 83 TICKET #: 2806259 WATER ADDED ON SITE: 0 BATCH TIME: 6:47 am SLUMP: 7 TIME SAMPLED: 7:35 am AIR(%): LOAD SIZE: 9 UNIT WT: FIELD REMARKS: 2 Cylinders destroyed in field LABORATORY TEST DATA SPECIMEN SIZE: 6" x 121' TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST (DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/12/95 3 28.26 2 11/16/95 7 28.26 3 12/07/95 28 112500 28.26 3981 C PASS 4 12/07/95 28 105000 28.26 3715 C PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respe ly submitted, DISTRIBUTION COPY: Profe i al Engineering Mr. Jeff Reed Ins c ion Company, Inc. Mr. Ron Stotser J Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jose h F. Mincuzzi, P.E. Vice President STAT OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORI_woo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALN BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952366.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Fill cells, N. wall to NE corner 1st lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/06/95 DESIGN MIX #: Y40CMG SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 80 TRUCK #: 118 CONCRETE TEMPERATURE: 84 TICKET #: 2806135 WATER ADDED ON SITE: 0 BATCH TIME: 9:52 am SLUMP: 7 TIME SAMPLED: 10:40 am AIR(%): LOAD SIZE: 8 UNIT WT: FIELD REMARKS: 2 Cylinders destroyed in field LABORATORY TEST DATA SPECIMEN SIZE: 61I x 1211 TEST DATE OF AGE FAILURE MEASURES COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/09/95 3 28.26 2 11/13/95 7 28.26 3 12/04/95 28 117500' 28.26 4158 C PASS 4 12/04/95 28 115000 28.26 4069 C PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respect submitted, DISTRIBUTION COPY: Profess Engineering Mr. Jeff Reed Inspe t' Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Joseph F. Mincuzzi, P.E. Vice P esident STATE F FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY UNIVERSAL CMENGINEERING SCIENCES Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing City of Sanford Building Department, 300 North Park Avenue P.O. Box 1788 Sanford, Florida 32772 Attention: Mr. Gary Winn Reference: Dear Mr. Winn: 400 International Parkway Heathrow, Florida Project No. 17248-011-02 September 13, 1995 Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach We have been selected to provide Threshold Inspection services for the above -referenced projects. Mr. William Worthington will serve as our Threshold Agent with quality assurance inspections made periodically by his supervisor Brian Hammer. Richard Gibbs, P.E. (S. I. No. 0843) will also provide engineering assistance when necessary. The Threshold Agent will provide a written inspection report each day he is on the project. A copy will be available on site. Periodically (usually weekly), a summary report will be forwarded to you. Summary reports include the following: 1. Typed, reviewed, daily reports 2. Concrete and density test result summaries 3. Submittals, when received 4. Special Inspection Log The Special Inspection Log will note any observed vairations from project plans, specifications, Structural Inspection Plan or applicable building codes. The log will also be used to request specific items such as missing submittals. The log is not intended as a final punch list, but rather as a suspense file noting items that we feel require further action. Details for all log items can be found on the daily report referenced. Should you have any questions concerning this or desire additional information, please let me know. LT11193re 7 Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. FL Registration No. 13165 Special Inspector No. 0745 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 UNIVER AL ENGINEERING SCI NCES Consultants In Geotechnical Engineering Environmental Sciences • Construction Materials Testing December 12, 1995 City of Sanford P.O. Box 1788 Sanford, Florida 32771 Attn: Gary Winn - Chief Building Official Reference: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Summary No. UA-5 Project No. 18341-001-01T Dear Mr. Winn: N Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach Attached are daily field reports and summary for the referenced project for the period of November 19, 1995 through November 25, 1995. 1. Special Inspection Log 2. Compressive Strength Log 3. Summary of In -Situ Density Tests Should you have any questions concerning these reports or desire additional information, please let us know. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD:ts Distribution List cc: Addressee (2) Jeff Reed - United Artists (1) Joe Cooper - Seminole Towne Center (1) Ron Stotser - Stotser & Associates (1) Jim Rose - Rose Engineering Associates (1) Les Miller - VCC (1) 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 Project No.: 18341-001-01T Date: December 12, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-05 Addressee: City of Sanford P.O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: David Garmany Earthwork 02200 Four density tests (108 - 111) performed this period. All the tests meet the 95 percent minimum requirement. Ca-crete.Formwork 03100 No inspections performed this period. Concrete Reinforcement 03200 1. Concrete Slab - Auditoriums 103 and 107 entire corridor, slab on grade. Reinforcement placed meets project plans and specifications. Cast -In -Place Concrete 03300 1. 110 cubic yards of 3,000 psi - Two sets of cylinders cast. Concrete placed meets contract drawings and specifications except No. 2 slump. Will monitor compressive strength results. Unit Masonry 04200 A. Beam - South wall, column 1 - 9, elevation 29 ft. 4 in. - 28 ft. 8 in. B. Beam - West wall, column 1 - 32, elevation 29 ft. 4 in. - 28 ft. 8 in. C. Beam - West column 31 - 32, elevation 26 ft. 8 in. - 26 ft. 0 in. D. Beam - West column 41 - 31, elevation 24 ft. 8 in. - 24 ft. 0 in. E. Fill Cells - South wall columns 1 - 9, elevation 21 ft. 4 in. - 29 ft. 4 in. F. Fill Cells - West wall columns 1 - 31, elevation 21 ft. 4 in. - 29 ft. 4 in. Page 1 of 2 Pages Project No.: 18341-001-01T Date: December 12, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-05 G. Fill Cells - West wall column 41 - 31, elevation 21 ft. 4 in. - 24 in. 8 in. H. Fill Cells - West wall columns 41 - 31, elevation 21 ft. 4 in. - 24 ft. 8 in. I. Wall - East wall of auditorium No. 110, elevation 19 ft. 2 in. - 27 ft. 2 in. A - H. 14 cubic yards: Mix No. Y40MG, 4,000 psi (specification 3,000). One set of four cylinders cast. Masonry reinforcement size, grade, spacing, lap splice, dowel protrusion and form clearances and masonry grouting meet contract drawings and specifications. Masonry grout testing performed by PEICO. I. Not poured. Structural Steel 05120 No inspections performed this period. Special Inspection Log Added: 0 Resolved: 0 Outstanding: 5 Submittals Received None WJD:ts Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Page 2 of 2 Pages r Addressee: City of Sanford P.O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Location: Seminole County, Florida SPECIAL INSPECTION LOG Project No.: 18341-001-01 T Date: December 12, 1995 Agent: Bill Worthington SIL No. Date Item Location Description P.E. Final Disposition P.E. Date 1 10-09-95 Spread footing South wall No. 3, 26 - 28, East wail No. 26, north wall No reinforcement inspection WJD Received reports 10-19-95 2 10-12-95 Pilaster North and south of Column No. 41 Lap splices to short WJD 3 10-12-95 Wall Exterior walls Embedment WJD Received reports 10-19-95 4 10-12-95 Wall N and S emergency exits Missing rebar WJD 5 10-12-95 Wall N and S emergency exits Rebar added WJD i Reviewed, By: Note: Warren J. Deatrick, P.E. WJD = Previously Reviewed by Warren J. Deatrick, P.E. PROJECT: uh ,fc Y t S 5 -7 cr CONTRACTOR: vGc- MIX DESIGN: 30 GS x 28-DAY DESIGN STRENGTH: 3000 />Si PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / Compressive _ sue InUNIVERSALENGINEERINGSCIENCES, INC. EnrMonmaKal sclanoaa • OaotachnkaI Erph rI'v rhroa old lowpoc n • Consbucom MatwlNt TiWng REGISTERED ENGINEER LICENSE NO.: 11 COMPRESSIVE STRENGTH LOG PROJECT: V N 1ifn A Rns-T5 TIC-F;-TER.S eCONTRACTOR: V CC-- MIX DESIGN: P - 30 6S Z 28-DAY DESIGN STRENGTH: 3c00 PSI PSI SHEET NO.: i i P Date Type Pour Location Slump Air (%) om ressive Strength (Psi)Comments Poured (in.) 7 Day 28 Day 28 Day Z" (,7. J S C- C a To '' W S" S3 Y ti Ll i Li 317 3 10 — II - 15 1 rounl A A Tlcxr Z-S ' E S 2-?3 y 3 IV -14 - ao o. r (00 (o 14 80 S' 304 S 7 G cs 5" I s ys y ycfs9 i6- Lai- r G GG FS la-a3-95 QLONs 45 ZA, y 3gel UNIVERSAL ENGINEERING SCIENCES, INC. E phorNo rkM Sefencee - Oevt dwkW Enpinewft ThreshoW A epeWoo - ConstrucOw UsterlNe Testhp REGISTERED ENGINEER LICENSE NO.: PROJECT: Ull/tecY /4 'tJs . CONTRACTOR: VC c_ Mac DESIGN: Y L/ oc rn G i 2e-DAY DESIGN STRENGTH: _ 00 0 PSI COMPRESSIVE STRENGTH LOG SHEET NO.: sot Dde Type Pour Loottlon SkwV Air (%) - - C 0vnwrte No. Poto (In.) 7 28 0 28 Day w yy F•/I Ge I I IV E %,i., I I UNIVERSAL ENGINEERING SCIENCES, INC. Threoftm Allp Pon- q owwkwdbn me A III tos*v REGISTERED ENGINEER UCENSE NO.: PROJECT: unc tecf /`i rt S 1 s —P eqle-l- CONTRACTOR: yC C. i MIX DESIGN:S 2" AY DESIGN STRENGTH: .000 PSI i UNIVERSAL ENGINEERING SCIENCES, INC. TFWO* hW kWIC60n 11 CD"Sbucftn UW**b ToOft COMPRESSIVE STRENGTH LOG SHEET NO.: REGISTERED ENGINEER LICENSE NO.: r--- PROJECT: Uri r'tc4 ,4rt'S1 -71 egfer5 tCONTRACTOR: Vcc SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSPCF) Y max') ERequired Obtained 11-13 -`lS 7 0V _ . kr,d 9 07. U 95t US `1 1 I 167 1,05, w. und 166. `( 103. E Sf r -Ar !U ,..J< f E„d I UD, I o-c O a- 03 1= • ti c1 fl `Y 9 7, S V'-1 "i- Lhcl luti. 103.3 11 o`1 Er,cj Ivti. ti Iva. `'1 rd - IN -SITU DRY DENSITY ra max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES9 INC. WftnnrNr" Sdwmo • GwbeMkal EnOn"rirp Threshold A qo CUR II • Combvcftn Ugodals Tasl/ng REGISTERED ENGINEER LICENSE NO.: Project No. 18341-001-01 T Date: December 12, 1995 DAILY THRESHOLD REPORT NO. 15 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 20, 1995 Inspector: David Garmany Earthwork 02200 No tests or inspection this date. Concrete Reinforcement 03200 No inspections performed this date. Cast - In -Place Concrete 03300 No tests or inspection performed this date. Unit Masonry 04200 Bond Beam: Column 9 - Column 41, elevation 24 ft. 10 in. - 28 ft. 2 in. Fill Cell: Column 9 - Column 41, elevation 16 ft. 10 in. - 28 ft. 2 in. Rebar size, grade, spacing, lap splices, dowel protrusion and clearances meet project drawings and specifications. Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Universal Engineering Sciences, Inc. Project No. 18341-001-01 T Date: December 12, 1995 Addressee: Project: DAILY THRESHOLD REPORT NO. 16 City of Sanford P. O. Box 1788 Sanford, Florida 32771 United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 21, 1995 Inspector: David Garmany Earthwork 02200 No tests or inspection this date. Concrete Reinforcement 03200 No inspections performed this date. Cast - In -Place Concrete 03300 No tests or inspection performed this date. Unit MasonrV 04200 Reinforcement 1. Beams - South wall: Columns 1 - 9, elevation 29 ft. 4 in. - 28 ft. 8 in. 2. Beams -West wall: Columns 1 - 32, elevation 29 ft. 4 in. - 28 ft. 8 in. Columns 31 - 32, elevation 26 ft. 8 in. - 26 ft. 0 in. Columns 41 - 31, elevation 24 ft. 8 in. - 24 ft. 0 in. 3. Fill Cells - South wall: Columns 1 - 9, elevation 21 ft. 4 in. - 29 ft. 4 in. 4. Fill Cells - West wall: Columns 1 - 31, elevation 21 ft. 4 in. - 29 ft. 4 in. Columns 31 - 32, elevation 21 ft. 4 in. - 26 ft. 8 in. Columns 41 - 31, elevation 21 ft. 4 in. - 24 ft. 8 in. Rebar sizes (Nos. 5, 6, 7), grade (60), spacing, lap splices, (48 bar diameters), dowel protrusion, form clearances and bed joint reinforcement meet contract drawings and specifications except Page 1 of 2 Pages Project No. 18341-001-01T Date: December 12, 1995 DAILY THRESHOLD REPORT NO. 16 Note: Beam - West wall, 21 ft. 4 in. - 25 ft. 4 in. north of Column 31, elevation 24 ft. 8 in. Rebar (two at No. 5) continuous beam reinforcement missing. Reinspection required. Problem was corrected and reinspected same day. Masonry Grout 1,2,3,4. 14 cubic yards: Mix No. Y40MG, 4,000 psi (specification 3,000 psi). Slump 9 in. specification 8 in. - 11 in.) One set of four cylinders cast by a PEICO representative in accordance with ASTM D172, C31, C143. Grout placement (pumped), lifts, consolidation and finish meets contract specifications. Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD:ts Universal Engineering Sciences, Inc. Page 2 of 2 Pages Project No. 18341-001-01T Date: December 12, 1995 DAILY THRESHOLD REPORT NO. 17 Addressee: City of Sanford P.O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 22, 1995 Inspector: Brian Hammer Earthwork 02200 Four density tests (108 - 111) were performed. All the tests indicate compaction meets the 95 percent minimum requriements. See the attached field report. Concrete Reinforcement 03200 Concrete Slab, Auditoriums 103 and 107 entire corridor, slab on grade. Welded wire fabric (6 X 6 - 10/10), lapped (6 in.) is in -place. Lap meets minimum required 03200 2.D1 A. Cast -In -Place Concrete 03300 110 cubic yards: Mix No. 3065Z (3,000 psi) (specification 31000 psi). Slump No. 1 - 5 in., No. 2 - 7 in. specification 5 ± 1 in. maximum). Two sets of four cylinders cast. Will monitor compressive strength results. Unit Masonry 04200 Wall: East wall of Auditorium No. 110, elevation +19 ft. 2 in. to 27 ft. 2 in. Rebar size (No. 5 and No. 7), grade (60), spacing and lap splices (48 bar diameter) comply with project specifications. WJD:ts Attachment: PEICO - Field Density Test Report Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. TRi PROFESSIONAL ENGINEERING AND INSPECTION COMPANY; TNC FIELD. DENSITY. TEST:'REPORT PROJECT l/,i ,, / (. ORDER • ik : 5 OWNER I:I i PERMIT .k CONTRACTOR: :'`,(. DATE : _ J?r- 7 SAMPLED -II . l DATE SAMPLED : %'l: SOIL :;DESCRIPTION :_-i.1 PROCTOR k : J l 3 <' ( MAX.. DRY -DENSITY: lG'/ . `- OPT. MOISTURE CONTENT : • / . / . TEST,..:, TEST LOCATION PERCENT DENSITY. PERCENT .REQUIRED:` MOISTURE DRY(pcf.) COMPACT.'i " COMPACTIO; r!J i e'i C'l.'rrir ay;Il..6.0 311 1tr//.C.rY'L'1 I L'G Y> r'fk:i7 tJ!•i f+ir>'F1 L t.,/ IDC• Cr. C: . . Denotes Non-compliance with Project -Specifications Respectfully.submitted, DISTRIBUTION COPY: .. Professional,.Engineering Inspection Company, Inc. Gary 'H". Elzweig, P . E . PEICO Project' File . President Accounts Receivable'.' STATE OF FLORIDA.- Professional Engineers Number. 034163 Professional'.. -Inspectors Number. 0343 l 1 124 SATrLIATr nnrvr O'rm.nrann, Ft. :1211.17 uNiv RSAL CMENGINEERINtt SCIENCES Consultants In: Geotechical Engineenrig.- Environmental Sciences Construction Materials Testing City of Sanford P. O. Box 1788 Sanford, Florida 32771 Attn: Gary Winn - Chief Building Official December 14, 1995 Reference: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Summary No. UA-6 Project No. 18341-001-01T Dear Mr. Winn: Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach Attached are daily field reports and summary for the referenced project for the period of November 27, 1995 through December 3, 1995. Also attached are the following: 1. Special inspection log 2. Summary of in -situ density tests 3. Compressive strength log Should you have any questions concerning these reports or desire additional information, please let us know. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD:ts Distribution List cc: Addressee ( 2) Jeff Reed - United Artists (1) Joe Cooper - Seminole Towne Center (1) Ron Stotser - Stotser & Associates (1) Jim Rose - Rose Engineering Associates (1) Les Miller - VCC (1) 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 F— Project No.: 18341-001-01 T Date: December 14, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-06 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: David Garmany Earthwork 02200 No inspections or testing this period. Concrete Formwork 03100 No inspections performed this period. Concrete Reinforcement 03200 No inspections performed this period. Cast - In -Place Concrete 03300 No inspection or testing this period. Unit Masonry 04200 Reinforcement 1. Bond Beam: West wall, auditorium 107 and 108, elevation 22 ft. 8 in. - 29 ft. 4 in. 2. Bond Beam: North wall, auditorium 107 and 108, elevation 22 ft. 8 in. - 29 ft. 4 in. 3. Bond Beam: East wall, auditorium 107 and 108, elevation 22 ft. 8 in. - 29 ft. 4 in. 4. Fill Cells: West wall, auditorium 107 and 108, elevation 22 ft. 8 in. - 29 ft. 4 in. 5. Fill Cells: West wall, auditorium 107 and 108, elevation 22 ft. 8 in. - 29 ft. 4 in. 6. Fill Cells: West wall, auditorium 107 and 108, elevation 22 ft. 8 in. - 29 ft. 4 in. 7. Fill Cells: North wall,auditorium 107 and 108, elevation 22 ft. 8 in. - 29 ft. 4 in. 8. Fill Cells: East wall, auditorium 107 and 108, elevation 26 ft. 0 in. - 29 ft. 4 in. Page 2 of 2 Pages Project No.: 18341-001-01 T Date: December 14, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-06 Masonry Grout 1 - 8. 14 cubic yards: Mix No. Y40CMG, 4,000 psi. One set of four cylinders cast. Masonry reinforcement size, grade (60), spacing, lap splices (48 bar diameters), form clearances and masonry grouting meet contract drawings and specifications. Masonry grout testing performed by PEICO. Will monitor forward test results when available. Structural Steel 05120 1. Weld connection: Bar joists - auditorium 101 - 107 elevation roof. 2. Bolted connections: Auditorium 107 - 108, elevation 11 ft. 8 in. mezzanine area over hallway. 3. Bolted connections: Auditorium 107 - 108, elevation 11 ft. 8 in. roof 4. Weld connections: Bar joists - auditorium 101 - 107 elevation roof. Weld size (3/16 in.), length (21/2 in.), bearing (3 in. - 5 in.), placement and attachments meet contract drawings and specifications and AWS D1.1 standards. Bolt size (3/4 in.), grade (A325), number installed, locations and placement meet contract drawings and specifications and tension (28 kips) meet AISC Table 4. Special Inspection Loq Added: 0 Resolved: 0 Outstanding: 5 Submittals Received None. WJD: ts Reviewed By, 9C- Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Page 3 of 2 Pages Project No.: 18341-001-01T Date: December 14, 1995 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Location: Seminole County, Florida SPECIAL INSPECTION LOG Agent: Bill Worthington SIL No. Date Item Location Description P.E. Final Disposition P.E. Date 1 10-09-95 Spread footing South wall No. 3, 26 - 28, East wall No. 26, north wall No reinforcement inspection WJD Received reports 10-19-95 2 10-12-95 Pilaster North and south of Column No. 41 Lap splices to short WJD 3 10-12-95 Wall Exterior walls Embedment WJD Received reports 10-19-95 4 10-12-95 Wall N and S emergency exits Missing rebar WJD 5 10-12-95 Wall N and S emergency exits Rebar added WJD Reviewed By: Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. SUMMARY OF IN -SITU DENSITY TESTS ROJECT: U N I TEp RT1sYs I N EA1-ER ONTRACTOR: V CC. SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSy, PCF) yd max.) Required Obtained 2l - C - P, 0 F &.o6. PRO 01 .S q, to?• 7 9S 7 10(.. I CORNERCORNFERo F &t_ q8. O 96 S NE of LUC, 1b3, I N 1h1 Q_rKm1FP1 orm 13L.U.. I o 2), 1 01 . J N F- LopNgtZ of c, l01 •S loo.o 0 2,5 E o F CEN-rm - 134Pa , S 97.0 7 ZS' V-J v F C,Et, ITER, of ALM to Z . Ll 00 • °1 CoRNE OF 1_A 101. 9.0 10. Z. 98. 7 3D" E F T T ` 101.o 49.s 10 30' E of E T al lo3.y IDI.9 I 1 10' N of T E-ST 10 j3•a 101.5 IZ O' E of TEST 102 .Z 7 13 3o E. of Es-, 12- v. 1o3.f 1y 3v' aF TEST (3 103.I 10I•G 1S f:>' I. o_- TEST 11-/4 103.9 S aF TE5T 1041.3 IOZ.6 I S' l of TeST a / 7 o/ •Z 10- q''q IS S N 10'E of SW CoRNc- l0/,5 p 97. 9S. So' N Or SW 97,0 S. ZU Z SY0 N y, = IN -SITU DRY DENSITY yd max.) - MAXIMUM LABORATORY DRY DENSITY uUNIVERSAL a r.ENGINEERING SCIENCES, INC. b; r REGISTERED ENGINEER Environmental Sciences • Geotechn/cal Engineering Threshold Inspection • Construction Materials Testing LICENSE NO.: SUMMARY OF IN -SITU DENSITY TESTS ROJECT: U ro-TEd ARTIS-16 TrlfA T EA5 ONTRACTOR: U CC SHEET NO.: 2 TEST RESULTS yd = IN -SITU DRY DENSITY xUNIVERSAL yd max.) - MAXIMUM LABORATORY DRY DENSITY REGISTERED ENGINEER Environmental Sciences • Geotechnical Engineering Threshold Inspection • Construction Materials Testing LICENSE NO.: 2 R'OJECT:y N. ITGn ( R i obT5 ONTRACTOR: V C Q1 SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: J TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSYd PCF) yd max.) Required Obtained S S aF = T " 2. lol- 1-9 100-C 56- 4LI t F Lq Zv ' S QF TEST ' 9 9? 'o 45. 10-13- 9 lol•S 9• lol.o a9.5 LAl @ 8 fot.s oo•o 8 Ic,3• lol. t9 @, 2 loZ.S 101.0 Sa e- 83 03.7 ioZ-Z sl @ ?Q 10Z. 3 loo•8 S2 @ Z Io5• I lo3.s 3 @ Z 100.z 98•l 99.0 55 8 R4•S 98.0 S7 @L5 162, 1 SS @ y 103 ,'-1 101. 51 1o1.5 100.0 60 Q_ l 01. G f oo . 1-- 6( 9 62 to .-1 IO2, 3 @ (x>y 6 8 . 106. 5- Yd = IN -SITU DRY DENSITY Yd max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnlcal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: J SUMMARY OF IN -SITU DENSITY TESTS ROJECT: NIT[p (j ST,j I Nj=ATL% CONTRACTOR: v cc SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd PCF) yd max.) Required Obtained I -3 qS loo. CAS. @ loS, S 103.9 1 d Ias-o ICL3.-1 67 @ 5 loG . I four •S g Sq loci X-1 102.4 69 loo•3 q8.8 L lo3.S IoZ.o 7( @, LAI 05. 1041. Z SI JoI.S 100.0 73 ly 8G 103. oz.o ZS @ Sri lv l, v lo2•S X, 8S" l01.8 00. 27 IUZ. 78 @ $ 9 .0 97•s lC32. G lok ( g° 91 @ `f 2- 10c, 8 ?_ L 39 loz, -7 tot .2- Ll tiv c,.s qs. 89 @. I `1 101.8 f o k'3 yd = IN -SITU DRY DENSITY UNIVERSAL yd max.) - MAXIMUM LABORATORY DRY DENSITY REGISTERED ENGINEER Enrlronmental Sciences • Geotechnlcal Engineering Threshold Inspection - Construction Materials Testing LICENSE NO.: r 2 NOJECT: O , J l T FO A RTI S 16 -TN CA 1r- &5 ONTRACTOR: v C , SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: 7 TEST RESULTS y, = IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES INC. r3 '77, REGISTERED ENGINEER Environmental Sciences Geotechnical Engineering Threshold Inspection - Construction Materials Testing LICENSE NO.: r R HOJECT: ONTRACTOR: 1/GC SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: LEST RESULTS TEST TEST LOCATION DEPTH BELOW MATERIAL Ya % S ( Ya mom) COMMENTS DATE NUMBER SURFACE (FT.) TESTED (PCF) Required Obtained 1I-13-95 w I 1 l G7 c__0 „ u 3 "pest k-J ivy. ! tv3.6 Ito j L=rI luti. a 1v3.3 M i 1 O 11 F. F-, J Yd = IN -SITU DRY DENSITY yd max.) - MAXIMUM LABORATORY DRY DENSITY REGISTERED ENGINEER LICENSE NO.: ROJECT: %2h rc1/ CONTRACTOR: /GC. NIX DESIGN: P 30 65 x 28-DAY DESIGN STRENGTH: 3000 P3 i PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / Set No: Date Poured Type Pour Location Slump in--dAir (%) Com ressive Strength (Psi)Comments 7 Day 28 Day 28 Day 60 UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences - Geotechnical Engineering Threshold Inspection - Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: ROJECT: A y- S s CONTRACTOR: VC AIX DESIGN: 28-DAY DESIGN STRENGTH: 2)(Drj4 PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / Set No. Date ' Poured Type Pour Location Slump in.) Air (%) Compressive Stren th(Psi) Comments 7 Day 28 Day 28 Day 11- -95 1='lI CC/1 W, ^.14(i To SW ncr Oy3 i- REGISTERED ENGINEER LICENSE NO.: PROJECT: UYI / ecf' A ^-rJS is Tlh ecjtler-- CONTRACTOR: VC MIX DESIGN: Y L-10c-n61- 28-DAY DESIGN STRENGTH: 3 Cx-) U PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / REGISTERED ENGINEER rs , R r7 a LICENSE NO.: u '' 11 , n90JECT: V N 1TEI() A Rr,sYs TTi c R-Tf LS ONTRACTOR: V Cc - NIX DESIGN: P - 30 (oSZ 28-DAY DESIGN STRENGTH: 3C)00 PSI PSI COMPRESSIVE STRENGTH LOG SHEET NO.: Set No. Date-.' Poure Type Pour Location Slump in.) Air (%) Com ressive Stren th si Comments 7 Day 28 Day 28 Day Z to-G-IS' FoujDAT Ortl J CpRNCk To 50' S 1_ o iZ n1 C i2 To ( 3 362-2• 53 cl Lf/ I/ y'-1 I 6 i 3 17 3 10-II-95 rounl13AT1W LAN Fs Tn ZSE s3 2- 3 L/sia yya S Iv - 16 -i — COL FOONO. bo 7 G6. 6s 6 Go 6 6-I f a S" S " Soy 318 30y 3 Lys/a ys ay ySl a tiysq cFs9 i,/ ys` q Fi a a3-95 co/ ads 3LY, 735.37, Sa 5'3 36 /,Y 5 31Ff1 F ;YUNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER Environmental ScMnces - Geotechnlcal Engineering Threshold Inspection - Construction Materials Testing LICENSE NO.: Project No. 18341-001-01 T Date: December 14, 1995 DAILY THRESHOLD REPORT NO. 18 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 28, 1995 Inspector: Robert Lafata Earthwork 02200 No inspections or testing this date. Concrete Formwork 03100 No inspections this date. Concrete Reinforcement 03200 No inspections this date. Cast - In -Place Concrete 03300 No inspections this date. Unit Masonry 04200 Reinforcement 1. Bond Beam: West wall, auditorium 107 - 108 2. Bond Beam: North wall, auditorium 107 - 108, elevation 28 ft. 8 in. - 29 ft. 4 in. 3. Bond Beam: East wall, auditorium 107 - 108, elevation 28 ft. 8 in. - 29 ft. 4 in. 4. Fill Cells: West wall, auditorium 107 - 108, elevation 22 ft. 8 in. - 24 ft. 8 in. - 5. Fill Cells: West wall, auditorium 107 - 108, elevation 24 ft. 8 in. - 26 ft. 8 in. 6. Fill Cells: West wall, auditorium 107 - 108, elevation 26 ft. 0 in. - 29 ft. 4 in. 7. Fill Cells: North wall, auditorium 107 - 108, elevation 26 ft. 0 in. - 29 ft. 4 in. 8. Fill Cells: East wall, auditorium 107 - 108, elevation 26 ft. 0 in. - 29 ft. 4 in. Rebar size (Nos. 5, 6, 7 and 8), grade (60), spacing, lap splices (48 bar diameter), form clearances and horizontal reinforcement meet contract drawings and specifications. Page 1 of 2 Pages Project No. 18341-001-01T Date: December 14, 1995 DAILY THRESHOLD REPORT NO. 18 Masonry Grout 1 - 8: 14 cubic yards: Mix No. Y40CMG, 4,000 psi (specification 3,000 psi). One set of four cylinders cast by PEICO. Slump: 7'/2 in. (specification 9 ± 1 in.). Grout placement and testing meets project specifications. Structural Steel 05100 Bolted Connection, auditorium 107 - 108, at elevation 11 ft. 8 in. mezzanine area over hallway. Bolt size 3/ 4 in.), grade (A325), number installed, locations and placement meet project plans and specifications and tension ( 28 kips) meet AISC Table 4. Bar Joist, welding connections auditorium 107 - 108 roof. Weld size (3/16 in.), length (2'/2 in.), bearing (3 in. - 5 in.), placement and attachments meet project plans and specifications and AWS D1.1 standards. Bolted connections, auditorium 107 - 108 roof. Bolt size (3/4 in.), grade (A325), number installed, locations and placement meet project plans and specifications and tension (28 kips) meets AISC Table 4. Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Universal Engineering Sciences, Inc. Page 2 of 2 Pages Project No. 18341-001-01 T Date: December 14, 1995 DAILY THRESHOLD REPORT NO. 19 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: December 1, 1995 Inspector: Ken Carlton Earthwork 02200 No inspections or testing this date. Concrete Formwork 03100 No inspections this date. Concrete Reinforcement 03200 No inspections this date. Cast - In -Place Concrete 03300 No inspections this date. Structural Steel 05100 Weld Connections: Bar Joists - Auditorium 101 - 107, elevation roof. Weld size (3/16 in.), length (2'/2 in.), bearing (3 in. - 5 in.) placements and attachments meet contract drawings and specifications and AWS D1.1 standards for profiles. Reviewed by, 7 qz--D-a Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Universal Engineering Sciences, Inc. UNI" RSAL. ENGINEEF;I G SCIENCES Consultants In:,Geo{ttec ical Engineering Environmental 4cierlce Construction Materials Testing December 14, 1995 City of Sanford P.O. Box 1788 Sanford, Florida 32771 Attn: Gary Winn - Chief Building Official Reference: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Summary No. UA-6 Project No. 18341-001-01T Dear Mr. Winn: A Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach Attached are daily field reports and summary for the referenced project for the period of November 27, 1995 through December 3, 1995. Also attached are the following: 1. Special inspection log 2. Summary of in -situ density tests 3. Compressive strength log Should you have any questions concerning these reports or desire additional information, please let us know. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJ D: is Distribution List cc: Addressee (2) Jeff Reed - United Artists (1) Joe Cooper - Seminole Towne Center (1) Ron Stotser - Stotser & Associates (1) Jim Rose - Rose Engineering Associates (1) Les Miller - VCC (1) 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 I _ Project No.: 18341-001-01 T Date: December 14, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-06 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: David Garmany Earthwork 02200 No inspections or testing this period. Concrete Formwork 03100 No inspections performed this period. Concrete Reinforcement 03200 No inspections performed this period. Cast - In -Place Concrete 03300 No inspection or testing this period. Unit Masonry 04200 Reinforcement 1. Bond Beam: West wall, auditorium 107 and 108, elevation 22 ft. 8 in. - 29 ft. 4 in. 2. Bond Beam: North wall, auditorium 107 and 108, elevation 22 ft. 8 in. - 29 ft. 4 in. 3. Bond Beam: East wall, auditorium 107 and 108, elevation 22 ft. 8 in. - 29 ft. 4 in. 4. Fill Cells: West wall, auditorium 107 and 108, elevation 22 ft. 8 in. - 29 ft. 4 in. 5. Fill Cells: West wall, auditorium 107 and 108, elevation 22 ft. 8 in. - 29 ft. 4 in. 6. Fill Cells: West wall, auditorium 107 and 108, elevation 22 ft. 8 in. - 29 ft. 4 in. 7. Fill Cells: North wall,auditorium 107 and 108, elevation 22 ft. 8 in. - 29 ft. 4 in. 8. Fill Cells: East wall, auditorium 107 and 108, elevation 26 ft. 0 in. - 29 ft. 4 in. Page 2 of 2 Pages Project No.: 18341-001-01T Date: December 14, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-06 Masonry Grout 1 - 8. 14 cubic yards: Mix No. Y40CMG, 4,000 psi. One set of four cylinders cast. Masonry reinforcement size, grade (60), spacing, lap splices (48 bar diameters), form clearances and masonry grouting meet contract drawings and specifications. Masonry grout testing performed by PEICO. Will monitor forward test results when available. Structural Steel 05120 1. Weld connection: Bar joists - auditorium 101 - 107 elevation roof. 2. Bolted connections: Auditorium 107 - 108, elevation 11 ft. 8 in. mezzanine area over hallway. 3. Bolted connections: Auditorium 107 - 108, elevation 11 ft. 8 in. roof 4. Weld connections: Bar joists - auditorium 101 - 107 elevation roof. Weld size (3/16 in.), length (21/2 in.), bearing (3 in. - 5 in.), placement and attachments meet contract drawings and specifications and AWS D1.1 standards. Bolt size (% in.), grade (A325), number installed, locations and placement meet contract drawings and specifications and tension (28 kips) meet AISC Table 4. Special Inspection Log Added: 0 Resolved: 0 Outstanding: 5 Submittals Received None Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 WJD: ts Special Inspector No. 0745 Page 3 of 2 Pages Z' Addressee: Project: Location: City of Sanford P.O. Box 1788 Sanford, Florida 32771 United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Seminole County, Florida SPECIAL INSPECTION LOG Project No.: 18341-001-01 T Date: December 14, 1995 Agent: Bill Worthington SIL No. Date Item Location Description P.E. Final Disposition P.E. Date 1 10-09-95 Spread footing South wall No. 3, 26 - 28, East wall No. 26, north wall No reinforcement inspection WJD Received reports 10-19-95 2 10-12-95 Pilaster North and south of Column No. 41 Lap splices to short WJD 3 10-12-95 Wall Exterior walls Embedment WJD Received reports 10-19-95 4 10-12-95 Wall N and S emergency exits Missing rebar WJD 5 10-12-95 Wall N and S emergency exits Rebar added WJD Reviewed By: Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. SUMMARY OF IN -SITU DENSITY TESTS ROJECT: _ V N I -rfo ( RTISTS I H ER -MR ONTRACTOR: V CC SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSYd PCF) yd Max.) Required Obtained 2l -f C C C406. PAD 01 5 q, to-7. -7 9S T IOia. I CORNER F i3t_C-c O SY. of LpC, 103, 1 N W CatZN R o LpC. l03,1 0l . J N F- ol= z-(-, lol •S too.o 0 25 " E. of QEN-rER - 134c, S zs' W c, F CEmrE , of ALM. to 2 . Ll l 00 - CoRNE OF&_D 101.519.0 10 • Z. 98. 7 ao'E FT T 101.0 10 1 30' E of E ? a 103.y l0l•9 II 10' t of T EST 103.0 Ol.S Z O' E aF TEST all 02 .2 1 .7 13 30E. ofTES-1 IZ v. 103.t 1` I 3v' or TEST ¢ (3 103.1 IoIG 1S lam' I. of= TEST '*/4 103.9 IDZ, y S a F T EST IS loy. 3 I O Z• 8 S' In/ of T45-T ri !% 101 •Z S ' N 410' F_ eF Stil CoRNC- l01.5 p 97. 95. I 1 So' Or Svj 97,o S. 24) 15, Z ISVI ColzriFzk Yd = IN - SITU DRY DENSITY Yd max.) - MAXIMUM LABORATORY DRY DENSITY REGISTERED ENGINEER EnWronmental Sclences • Geotechnical Engineering Threshold Inspection 9 Construction Materials Testing LICENSE NO.: ROJECT: _ U 1 I7EZ RT15-15 THC54 TE105 ONTRACTOR: SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: Z TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSYa PCF) y, Max.) Required Obtained 10-9-9E 221 2 ` E of SDI 0pmc- ol. a S. ' 23 65 " E of Svi RNE(L 28, 2. C•7 Zy 75 'E of VI CoRA F R loq_ 7 1 . Z 20' L. of Es-r 8 2 0 .S t g.o Z b' S aF TEST 101.0 94•S 2.7 Zv' E. of -F EsT 2.G 98.8 913 18 F TESL ° Z% 02-y 100. Z QoM ER 91. 9M 15 /\I o - TEST I loi - 3 31 30' nl o- "3o 162J I01,2- 32 to' o 31 102,0 100.5 33 20' t F 'FS7 '32- io3.Z Ivl. Zo 1J I- TEST 4 33 v I . C l oo - I 3S Z5 w F T 1E5`i 41 3 100, S ZS 6F T i 35 10.3.1 1 101.6 to-S-9S 37 ZS F a p4q FIZ lol.' 98.G 9711 38 2-S' S oi- TEST "3 ot6•,q 3q 10' -- of -_S7" 38 ido.i 48,9 0 S 6i= i ' 3 98.7 97. z 41 10 " E of TE5T' `!o q8.y 94.9 WZ 30' S of TFs-r 91 29.6 98.1 y, = IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY REGISTERED ENGINEER Environmental Sciences - Geotechnical Engineering Threshold Inspection - Construction Materials Testing LICENSE NO.: f 2 ROJECT: _y (q ITGn 0 RT (3T5 TNEA ONTRACTOR: V CC, SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: 3 S7TEST NUMBER LOCATION DEPTH BE• SURFACE ( FT.) TESTED RESULTS y, = IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER Environmental Sciences • Geotechnical Engineering Threshold inspection - Construction Materials Testing LICENSE NO.: 1 SUMMARY OF IN -SITU DENSITY TESTS HOJECT: V N IT[p i ISTS I HEATc=2 ONTRACTOR: Y CC SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyaff(PCF) ye max.) Required Obtained b-13- 0. @ g lo1.S 9.9 1 •3 T$ 00. O Ia5•o c 3.y @ 5 oG . I lv f •S ge 5`I 64 e L3 1l00.3 48.8 4JR lo3.S IoZ.o Z 101 .,S 106.0 73 @ SL I z. Io. 3 ly 8G 103. oz.o l0q, o lo2.S X. @ 8S" lo1.8 00• 7 loz- I 78 @ 0 97•S 79 lot.( 8o @ `L I oa . S 7' 0 4 Z IO2.3 oo, g 8 C- 39 tol-7 101.Z @ Div s qS.l SL @ I 102..8oe 01.3 y, = IN -SITU DRY DENSITY ye max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER Liarl Environmental Sciences - Geotechnlcal Engineering Threshold Inspection - Construction Materials Testing LICENSE NO.: 2 ROJECT:y JLTF_Q A%ZTI5 f5 TNCA!C/AS ONTRACTOR: YCC- SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSYe PCF) y, mai(.) Required Obtained C 10?. 7- 0 12- 100.1 28,13 2 1 100.1 q6. G qE_ 36 loo .8 100.9 9m 3S 98.G 97• I 9s ELEu q'gi.9 q8. i V-/b 7 7 Io. /r o Y•' COhUnO ovnd4 /.' n CC. 959 1 9 7 00• 3 37 i9 3s_ 77 Dl. 7 11- 134. 02 110 w, L:nj 101-5 q 9 Uy.6 v3• 03 10 L. i--n/ 1011 iOq w• Eld I I I0.3 ol.F 105, 1 o q L. L"'f Itc.-a 0'.V y, = IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY InUNIVERSAL ENGINEERINGSCIENCES, INC. REGISTERED ENGINEER Environmental Sciences - Geotechnical Engineering Threshold Inspection - Construction Materials Testing LICENSE NO.: r SUMMARY OF IN -SITU DENSITY TESTS ROJECT: iirt t't 14,t ONTRACTOR: 1/Cc SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd PCF) yd mom.) Required Obtained 1-13-95 o 6 ' I 0 V _. 9,d 0/•5-9 9 1070 95Y US, y t i 167 O W. E'nol' 166. If r i-al-9s 0 t ,. 1a3 ,,J 5t 10s. c 0 C( 1 1 _xr_ 103 g6-11 l l (D t -7%91 10.1 ... 10 ti . a l 1 t lot E'nJ ivy+. ti Iva. H yd = IN -SITU DRY DENSITY yd max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER Ermlronmentat Sciences - Geotechnlcal Engineering Threshold Inspection - Construction Materials Testing LICENSE NO.: M IhOJECT: CONTRACTOR: vcc_ AIX DESIGN: _ 30 65 x z&DAY DESIGN STRENGTH: 3GOO P3 i PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / Set No. Date , Poured Type Pour Location Slump in.) Air (%) L7 Compressive Strength si Comments Day 28 Day 28 Day 4-I5 -15 !=/S" UNIVERSAL ENGINEERING SCIENCES, INC. ErMronmental Sciences • Geotechnical Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: r n , ROJEC;T:S s al 2a- ONTRACTOR:VC, NIX DESIGN: 'r,-(j5 Cl 28-DAY DESIGN STRENGTH: 2)(DrjO PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / Set No. Date Poured Type Pour Location Slump in.) Air (%) Com ressive Strength (psi Comments 7 Day 28 Day 28 Day 95 1='ll Cc/( J, 'Q4I( To Sk/ 0y3 REGISTERED ENGINEER LICENSE NO.: PROJECT: U W ecE' ,A rfiJS is - h ecite,— CONTRACTOR: VC MIX DESIGN: _Z L-/OCI`16- 28-DAY DESIGN STRENGTH: 3 00 0 PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / UNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER UCENSE NO.: ROJECT: V N t7r-r) A sns-rs THE INTERS MNTRACTOR: V C.C- MIX DESIGN: P - 30 (oSZ 28-DAY DESIGN STRENGTH: 3000 PSI PSI COMPRESSIVE STRENGTH LOG SHEET NO.: ' Set No. Date Poured = Type Pour Location Slump in.) Air M Com ressive Stren th si Comments 7 Day 28 Day 28 Day 10-(,-1y Foy DAT atl N CbRn C-R To o' , l; m E Q To ( 3 ", j " 36z7. 53 V'I Lf/ y L, / yy 6 v/ 317 3 to -II - C5 Fou,,fl3ATlaq To ZS' E S" 1-3 41s/a yya Z co,F-GUN D. O '-I 0 3QL( 4-/.5 jQ Li'759 . 67 6 S" 3( 8S 47 ay 4 a LlC81 ys9 re 5- S" 3 I FlS 15Fs0 l a3-y5 its 3LY 143S. 3Z, IiZ 5a 5-3 3G /,y 3Qef UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnica/ Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: L Project No. 18341-001-01 T ` Date: December 14, 1995 DAILY THRESHOLD REPORT NO. 18 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 28, 1995 Inspector: Robert Lafata Earthwork 02200 No inspections or testing this date. Concrete Formwork 03100 No inspections this date. Concrete Reinforcement 03200 No inspections this date. Cast - In -Place Concrete 03300 No inspections this date. Unit Masonry 04200 Reinforcement 1. Bond Beam: West wall, auditorium 107 - 108 2. Bond Beam: North wall, auditorium 107 - 108, elevation 28 ft. 8 in. - 29 ft. 4 in. 3. Bond Beam: East wall, auditorium 107 - 108, elevation 28 ft. 8 in. - 29 ft. 4 in. 4. Fill Cells: West wall, auditorium 107 - 108, elevation 22 ft. 8 in. - 24 ft. 8 in. - 5. Fill Cells: West wall, auditorium 107 - 108, elevation 24 ft. 8 in. - 26 ft. 8 in. 6. Fill Cells: West wall, auditorium 107 - 108, elevation 26 ft. 0 in. - 29 ft. 4 in. 7. Fill Cells: North wall, auditorium 107 - 108, elevation 26 ft. 0 in. - 29 ft. 4 in. 8. Fill Cells: East wall, auditorium 107 - 108, elevation 26 ft. 0 in. - 29 ft. 4 in. Rebar size (Nos. 5, 6, 7 and 8), grade (60), spacing, lap splices (48 bar diameter), form clearances and horizontal reinforcement meet contract drawings and specifications. Page 1 of 2 Pages Project No. 18341 -001 -01 T Date: December 14, 1995 DAILY THRESHOLD REPORT NO. 18 Masonry Grout 1 - 8: 14 cubic yards: Mix No. Y40CMG, 4,000 psi (specification 3,000 psi). One set of four cylinders cast by PEICO. Slump: 7'/2 in. (specification 9 + 1 in.). Grout placement and testing meets project specifications. Structural Steel 05100 Bolted Connection, auditorium 107 - 108, at elevation 11 ft. 8 in. mezzanine area over hallway. Bolt size 3/4 in.), grade (A325), number installed, locations and placement meet project plans and specifications and tension (28 kips) meet AISC Table 4. Bar Joist, welding connections auditorium 107 - 108 roof. Weld size (3/16 in.), length (2'/2 in.), bearing (3 in. - 5 in.), placement and attachments meet project plans and specifications and AWS D1.1 standards. Bolted connections, auditorium 107 - 108 roof. Bolt size (3/4 in.), grade (A325), number installed, locations and placement meet project plans and specifications and tension (28 kips) meets AISC Table 4. Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD:ts Universal Engineering Sciences, Inc. Page 2 of 2 Pages 7 Project No. 18341-001-01 T Date: December 14, 1995 DAILY THRESHOLD REPORT NO. 19 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: December 1, 1995 Inspector: Ken Carlton Earthwork 02200 No inspections or testing this date. Concrete Formwork 03100 No inspections this date. Concrete Reinforcement 03200 No inspections this date. Cast - In -Place Concrete 03300 No inspections this date. Structural Steel 05100 Weld Connections: Bar Joists - Auditorium 101 - 107, elevation roof. Weld size (3/16 in.), length (2'/2 in.), bearing (3 in. - 5 in.) placements and attachments meet contract drawings and specifications and AWS D1.1 standards for profiles. Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Universal Engineering Sciences, Inc. UNIVERSAL ENGINEERING- SCIENCES Consultants In Geot JQical Engineering Environmental Sciences • Construction Materials Testing December 12, 1995 City of Sanford P.O. Box 1788 Sanford, Florida 32771 Attn: Gary Winn - Chief Building Official Reference: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Summary No. UA-5 Project No. 18341-001-01T Dear Mr. Winn: Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach Attached are daily field reports and summary for the referenced project for the period of November 19, 1995 through November 25, 1995. 1. Special Inspection Log 2. Compressive Strength Log 3. Summary of In -Situ Density Tests Should you have any questions concerning these reports or desire additional information, please let us know. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD:ts Distribution List cc: Addressee (2) Jeff Reed - United Artists (1) Joe Cooper - Seminole Towne Center (1) Ron Stotser - Stotser & Associates (1) Jim Rose - Rose Engineering Associates (1) Les Miller - VCC (1) 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 I Project No Date: 18341-001-01T December 12, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-05 Addressee: City of Sanford P.O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: David Garmany Earthwork 02200 Four density tests (108 - 111) performed this period. All the tests meet the 95 percent minimum requirement. Concrete Formwork 03100 No inspections performed this period. Concrete Reinforcement 03200 1. Concrete Slab - Auditoriums 103 and 107 entire corridor, slab on grade. Reinforcement placed meets project plans and specifications. Cast -In -Place Concrete 03300 1. 110 cubic yards of 3,000 psi - Two sets of cylinders cast. Concrete placed meets contract drawings and specifications except No. 2 slump. Will monitor compressive strength results. Unit Masonry 04200 A. Beam - South wall, column 1 - 9, elevation 29 ft. 4 in. - 28 ft. 8 in. B. Beam - West wall, column 1 - 32, elevation 29 ft. 4 in. - 28 ft. 8 in. C. Beam - West column 31 - 32, elevation 26 ft. 8 in. - 26 ft. 0 in. D. Beam - West column 41 - 31, elevation 24 ft. 8 in. - 24 ft. 0 in. E. Fill Cells - South wall columns 1 - 9, elevation 21 ft. 4 in. - 29 ft. 4 in. F. Fill Cells - West wall columns 1 - 31, elevation 21 ft. 4 in. - 29 ft. 4 in. Page 1 of 2 Pages Project No.: 18341-001-01T Date: December 12, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-05 G. Fill Cells - West wall column 41 - 31, elevation 21 ft. 4 in. - 24 in. 8 in. H. Fill Cells - West wall columns 41 - 31, elevation 21 ft. 4 in. - 24 ft. 8 in. I. Wall - East wall of auditorium No. 110, elevation 19 ft. 2 in. - 27 ft. 2 in. A - H. 14 cubic yards: Mix No. Y40MG, 4,000 psi (specification 3,000). One set of four cylinders cast. Masonry reinforcement size, grade, spacing, lap splice, dowel protrusion and form clearances and masonry grouting meet contract drawings and specifications. Masonry grout testing performed by PEICO. I. Not poured. Structural Steel 05120 No inspections performed this period. Special Inspection Log Added: 0 Resolved: 0 Outstanding: 5 Submittals Received V OTM WJD:ts Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Page 2 of 2 Pages rr, f IL Addressee: City of Sanford P.O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Location: Seminole County, Florida SPECIAL INSPECTION LOG Project No.: 18341-001-01 T Date: December 12, 1995 Agent: Bill Worthington SIL No. Date Item Location Description P.E. Final Disposition P.E. Date 1 10-09-95 Spread footing South wall No. 3, 26 - 28, East wall No. 26, north wall No reinforcement inspection WJD Received reports 10-19-95 2 10-12-95 Pilaster North and south of Column No. 41 Lap splices to short WJD 3 10-12-95 Wall Exterior walls Embedment WJD Received reports 10-19-95 4 10-12-95 Wall N and S emergency exits Missing rebar WJD 5 10-12-95 Wall N and S emergency exits Rebar added WJD Reviewed By: Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. 1 COMPRESSIVE STRENGTH LOG PROJECT: CJ,'r rrt STs T t« rCONTRACTOR:yc L MIX DESIGN: /' 30 GS x 28-DAY DESIGN STRENGTH: _3070 pSi PSI SHEET NO.: / Set Date Type Pour Location Slump Air (%) Com ressive Stre h(psi) Comments No. Poured (in.) 7 Day 28 Day 28 Day 1-15 — i5 i =/S UNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER ErMronnwntW Sclenoee - Gooteehnkel bVinooNrp LICENSE NO.: TMeehold k"Pedton - C.on trucdon UaNrfels T"Unp L_ PROJECT: V N1 t-TE(J A RrIS'f5 Tel E RZER.S CONTRACTOR: V CC_ MIX DESIGN: P - 30 65 Z 28-DAYDESIGN STRENGTH: 3000 PSI PSI COMPRESSIVE STRENGTH LOG SHEET NO.: Set No. Date Pared Type Pax Location Slump in.) Air Corn ressive Stre h i Comments 7 Day 28 Day 28 Day 0-6-lY AA cr%l C- O" 62-7. 4 S E Ea To 353 4-f ti y i 1 3/ 7 3 10-II-5 FounIAAT(W W Loftri cP, To 2.5E S" 2-13 4-1ya3 IV - 16 - ouHo, O 6 y O S" 30`1 a LYIY571 S 67 66 65 (Vi 2,1 8Y 415-.29 Glad 6 021"'i ro, Ga 6l 4i &0 1 r G GG SlQ2" Fiaa3-95 s 4, k33 34F/ UNIVERSAL ENGINEERING SCIENCES, INC. 6riMonrew4M 3e/snee9 • Oeotee/wdcal ErgMeedng nweshoW A sp.etlon • Cons&uctlon MaterrUs Test/rp REGISTERED ENGINEER LICENSE NO.: PROJECT: nr' 1 e / rtJS t5 -TY c(i1 er" CONTRACTOR: VC C. 1011)( DESK3ft Li0cf`I G 26- OAY DESIGN STRENGTH: 3 CX1 o PSI set Ode Type Pow Laostl«, SkxM Alr ix) No. Poured (in,) 15 Fll cell Iv, vi, 11- iv yy F•11 C.e I I I N E UNIVERSAL ENGINEERING SCIENCES, INC. 0big Milo n Iso! 'Im• TMeMold A crew • OerMlreoron Mw"rNwb Towft COMPRESSIVE STRENGTH LOG SHEET NO.: REGISTERED ENGINEER LICENSE NO.: L PROJECT: On, tech A rty s l s -Negfie_-r COMPRESSIVE STRENGTH LOG CONTRACTOR: Vcc MIX DESIGN: QQ5 ''j 28-DAY DESIGN STRENGTH: 3CXo4 PSI SHEET NO.: Set Date Type Pax Location TSlump Air (%) om ressive Stre h si Comments No. Pared in.) 7 Day 28 Day 28 Day L± UNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER firwit mmN SCIVIross - GeotrchrNcai &Owwkv LICENSE NO.: Threshold Msp9cgon • Corabuctlon Materiaft T*Nft 2 PROJECT: on r'rC %rf i'S egfer5 i' CONTRACTOR:ycc SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSYd PCF) y max,) Required Obtained J-l3 -9S U 6 C>Y = . G+,d 07. v 953 US y 07 f_ y r lo3,b' I-DI-9S w,!U .,e f ENd lvS, / IU3.6 1 v'l 'j. Lrc1 luti. l v3. 1 l i =FF o 4 F. EN 1 Yd - IN -SITU DRY DENSITY Yd max.) - MAXIMUM LABORATORY DRY DENSITY REGISTERED ENGINEER LICENSE NO.: Project No. 18341-001-01 T Date: December 12, 1995 DAILY THRESHOLD REPORT NO. 15 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 20, 1995 Inspector: David Garmany Earthwork 02200 No tests or inspection this date. Concrete Reinforcement 03200 No inspections performed this date. Cast - In -Place Concrete 03300 No tests or inspection performed this date. Unit Masonry 04200 Bond Beam: Column 9 - Column 41, elevation 24 ft. 10 in. - 28 ft. 2 in. Fill Cell: Column 9 - Column 41, elevation 16 ft. 10 in. - 28 ft. 2 in. Rebar size, grade, spacing, lap splices, dowel protrusion and clearances meet project drawings and specifications. WJD: ts Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Project No. 18341-001-01T Date: December 12, 1995 DAILY THRESHOLD REPORT NO. 16 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 21, 1995 Inspector: Earthwork 02200 David Garmany No tests or inspection this date. Concrete Reinforcement 03200 No inspections performed this date. Cast - In -Place Concrete 03300 No tests or inspection performed this date Unit Masonry 04200 Reinforcement 1. Beams - South wall: Columns 1 - 9, elevation 29 ft. 4 in. - 28 ft. 8 in. 2. Beams -West wall: Columns 1 - 32, elevation 29 ft. 4 in. - 28 ft. 8 in. Columns 31 - 32, elevation 26 ft. 8 in. - 26 ft. 0 in. Columns 41 - 31, elevation 24 ft. 8 in. - 24 ft. 0 in. 3. Fill Cells - South wall: Columns 1 - 9, elevation 21 ft. 4 in. - 29 ft. 4 in. 4. Fill Cells - West wall: Columns 1 - 31, elevation 21 ft. 4 in. - 29 ft. 4 in. Columns 31 - 32, elevation 21 ft. 4 in. - 26 ft. 8 in. Columns 41 - 31, elevation 21 ft. 4 in. - 24 ft. 8 in. Rebar sizes (Nos. 5, 6, 7), grade (60), spacing, lap splices, (48 bar diameters), dowel protrusion, form clearances and bed joint reinforcement meet contract drawings and specifications except Page 1 of 2 Pages Project No. 18341-001-01T Date: December 12, 1995 DAILY THRESHOLD REPORT NO. 16 Note: Beam - West wall, 21 ft. 4 in. - 25 ft. 4 in. north of Column 31, elevation 24 ft. 8 in. Rebar (two at No. 5) continuous beam reinforcement missing. Reinspection required. Problem was corrected and reinspected same day. Masonry Grout 1,2,3,4. 14 cubic yards: Mix No. Y40MG, 4,000 psi (specification 3,000 psi). Slump 9 in. specification 8 in. - 11 in.) One set of four cylinders cast by a PEICO representative in accordance with ASTM D172, C31, C143. Grout placement (pumped), lifts, consolidation and finish meets contract specifications. Reviewed by, P/tJ Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD:ts Universal Engineering Sciences, Inc. Page 2 of 2 Pages Project No. 18341-001-01T Date: December 12, 1995 Addressee: Project DAILY THRESHOLD REPORT NO. 17 City of Sanford P.O. Box 1788 Sanford, Florida 32771 United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 22, 1995 Inspector: Brian Hammer Earthwork 02200 Four density tests (108 - 111) were performed. All the tests indicate compaction meets the 95 percent minimum requriements. See the attached field report. Concrete Reinforcement 03200 Concrete Slab, Auditoriums 103 and 107 entire corridor, slab on grade. Welded wire fabric (6 X 6 - 10/10), lapped (6 in.) is in -place. Lap meets minimum required 03200 2.D1 A. Cast -In -Place Concrete 03300 110 cubic yards: Mix No. 3065Z (3,000 psi) (specification 3,000 psi). Slump No. 1 - 5 in., No. 2 - 7 in. specification 5 ± 1 in. maximum). Two sets of four cylinders cast. Will monitor compressive strength results. Unit Masonry 04200 Wall: East wall of Auditorium No. 110, elevation +19 ft. 2 in. to 27 ft. 2 in. Rebar size (No. 5 and No. 7), grade (60), spacing and lap splices (48 bar diameter) comply with project specifications. WJD:ts Attachment: PEICO - Field Density Test Report Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. TM '. PROFESSIONAf, ENGINEERING ANn INSPECTION COMPANY; NC ' L4RORATORtE9 q. FIELD:: DENSITY,,TEST:.REPORT PROJECT:_ ORDER'., OWNER: %:'I • . PERMIT.. k .. • CONTRACTOR : (l•. ` :. DATE: 4ri;.':: SAMPLED 'BY: L I DATE SA14PLED: S021;`:;DESCRIPTION:`- PROCTOR k :J`3'' i. MAX.. DRY DENSITY: OPT. MOISTURE CONTENT: `/ • ; TEST .: ':' . TEST LOCATION : PERCENT -DENSITY. PERCENT i .REQUIRED : `- k MOISTURE DRY(pcf.) COMPACT.,i "COMPACT_IO] 10i?r ctir/ ky. %f.d 3 cJ Ci•S I C) S. '. ram. Ito Y/ k:J; % r:'•r'',',',d .U y<w r;, S . (n IDS/. CO3 (.1 Denotes Non-compliance with Project Specifications submitted, DISTRIBUTION COPY: Respectfully. ;.. Professional'.Engineering Inspection Company, Inc. Gary H':. Elzweig, P.E. PEICO Project file . ! President Accounts Receivable''; STATE OF FLORIDA. Prof_essi6nal Engineers Number- 034163 Professional.'..•Inspectors Number 0343 l 1 124 $AT-LIATC nni%,. Oni.ANnn, fi. :12R37 EUEE TM It.It x i i\\ PROF r \\///I/ r 44 O. IONAL—Eic1 INEERING AND INSPECTION "Y, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952715.01 OWNER: United Artists # SETS:: CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: W. end of Auditorium #104 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 12/01/95 DESIGN MIX #: P3065 Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 61 TRUCK #: 118 CONCRETE TEMPERATURE: 75 TICKET #: 2806947 WATER ADDED ON SITE: 10 BATCH TIME: 7:32 am SLUMP: 6 TIME: SAMPLED: 8 : 20. am AIR (%) LOAD SIZE: 10 UNIT WT: FIELD .REMARKS : CONDITION OF:-CYLINDER:,Good CONDITION OF CAP:'Good LABORATORY TEST DATA SPECIMEN SIZE: 6" x 1211 TEST DATE OF AGE .- FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 12/04/95 3 75000 28.26 2654 D 2 12/08/95 7 87500 28.26 3096 D 3 12/29/95 28 28.26 FRACTURE T PES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respedbf4y submitted, DISTRIBUTION COPY: Profe i 1 Engineering Mr. Jeff Reed Ins on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jos. ep F: M-incuzzi, P.E.: Mr. Jay Ohanesian._:: :. Vice resident. Mr. Jim Rose.. STAT OF FLORIDA"i .. Registered Prof essional.Engineer Number: 0038162 Registered Special Inspector Number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407) 855-4422 (F.4x) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952715.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 - LOCATION OF POUR: Slab on Grade @ E. end of Auditorium #101 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 12/01/95 DESIGN MIX.#: P3065 Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 69 TRUCK #: 118 CONCRETE TEMPERATURE: 78 TICKET #: 2806963 WATER ADDED ON SITE: 10 BATCH TIME: 10:32 am SLUMP: 6.5 TIME SAMPLED: 10:55 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: CONDITION OF CYLINDER: Good CONDITION OF CAP: Good LABORATORY TEST DATA SPECIMEN SIZE: 6" x 1211 TEST DATE OF AGE FAILURE MEASURER COMPRESSIVE TYPE OF TEST (DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 12/06/95 5 77500 28.26 2742 D 2 12/08/95 7 88000 28.26 3114 D 3 12/29/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone'& Shear, D-Shear, E-Columnar Respe lly submitted, DISTRIBUTION COPY: Prolph nal Engineering Mr. Jeff Reed I ion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jos F. Mincuzzi, P.E. Mr. Jay Ohanesian Vicresident Mr. Jim Rose STATE OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector Number: 0952 Accredited Concrete Testing:Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLVJDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952827.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: E. End of Auditorium 101 FIELD INFORMATION DATE SAMPLED: 12/08/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 765 TICKET #: 2807169 BATCH TIME: 8:34 am TIME SAMPLED: 9:10 am LOAD SIZE• 10 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: P30A Reg SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 65 CONCRETE TEMPERATURE: 76 WATER ADDED ON SITE: 0 SLUMP: 5.2 AIR M UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 12/11/95 3 79500 28.26 2813 D 2 12/15/95 7 28.26 3 01/05/96 28 28.26 4 01/05/96 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar MhF. Respy submitted, DISTRIBUTION COPY: Prof1 Engineering Mr. Jeff Reed Inn Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Joseincuzzi, P.E. Viceent STATEOF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407) 855-4422 (FAx)855-0021 1-800-688-1786 NEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC T tt` S 44 RORATORIE5 GO REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952827.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: 2nd floor 501S of N. end FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 12/08/95 DESIGN MIX #: R30A PRPM SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 70 TRUCK #: 256 CONCRETE TEMPERATURE: 79 TICKET #: 2807180 WATER ADDED ON SITE: 10 BATCH TIME: 10:17 am SLUMP: 7 TIME SAMPLED: 10:45 am AIR(%): LOAD SIZE• UNIT WT- FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 1211 TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST (DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 12/11/95 3 81000 28.26 2866 D 2 12/15/95 7 28.26 3 01/05/96 28 28.26 4 01/05/96 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respec ly submitted, DISTRIBUTION COPY: Prof7hF. al Engineering Mr. Jeff Reed Inon Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jose Mincuzzi, P.E. Viceident STATE OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FA%)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952426.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Fill cells E. wall to S. wall 2nd lift FIELD INFORMATION DATE SAMPLED: 11/13/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 022 TICKET #: 2806378 BATCH TIME: 7:06 am TIME SAMPLED: 7:45 am LOAD SIZE: 9 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: Y40CMG SPECIFIED STRENGTH: 4000 AIR TEMPERATURE: 54 CONCRETE TEMPERATURE: 84 WATER ADDED ON SITE: 0 SLUMP: 7 AIR M : UNIT WT• LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/16/95 3 63000 28.26 2229 C 2 11/20/95 7 71000 28.26 2512 D 3 12/11/95 28 115000 28.26 4069 D PASS 4 12/11/95 28 118000 28.26 4176 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respe t u ly submitted, DISTRIBUTION COPY: Profe al Engineering Mr. Jeff Reed Ins on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jose h F. Mincuzzi, P.E. Vice President STAT OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY Project No. Date: 18341-001-01 T November 21, 1995 Addressee: Project: Inspector: WEEKLY THRESHOLD SUMMARY REPORT NO. UA-01 City of Sanford P. O. Box 1788 Sanford, Florida 32771 United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida William Worthington Earthwork 02200 Sixty- nine (69) density tests (18 - 36 and 46 - 95) performed by PEICO meet the 95 percent compaction requirement. Concrete Reinforcement 03200 1. Footing: East side of auditorium, No. 110 and 109, elevation 96 ft. 0 in. - 98 ft. 0 in. 2. Footing: North side of auditorium, No. 109 and 108, elevation 96 ft. 0 in. - 98 ft. 0 in. 3. Footing: South wall No. 3 west to west wall, elevation 96 ft. 0 in. - 98 ft. 0 in. 4. Footing: West wall No. 41 to south wall, elevation 96 ft. 0 in. - 98 ft. 0 in. 5. Footing: Column No. 12 - 18, 21 and 22, 27 - 30, 33 - 40, 42 - 48, 51 - 54, 59, 60 and 61, 64 - 67, 79 - 90, elevation 96 ft. 0 in. - 98 ft. 0 in. 6. Piers: Lobby, No. 27, 34 - 37, 44 and 45, 52, 82 - 87, elevation 98 ft. 0 in. - 99 ft. -2 in. 7. Walls: Elevator at lobby, 8 ft. below finished floor - top of footing. Rebar size, grade (60), spacing, lap splices, dowel protrusions, form clearances meet contract drawings and specifications, except: SIL NO. 1 Spread footing - south wall No. 3 to east wall and east wall, No. 26 to south wall and No. 26 north to No. 23, no reinforcement inspection performed. Cast - In -Place Concrete 03300 1, 2. 79 cubic yards - Mix No. P3065-2, 3,000 psi. Two sets of four cylinders cast. 3, 4. 70 cubic yards - Mix No. R4065-2, 3,000 psi. Two sets of four cylinders cast. 5. 70 cubic yards - Mix No. P3065-2, 3,000 psi. Two sets of four cylinders cast. 6, 7. 47 cubic yards - Mix No. P3065-2, 3,000 psi. One set of four cylinders cast. Concrete placed meets contract specifications. Unit Masonry 04200 1. Fill Cells: All perimeter walls - from finish slab - first lift. Rebar size, grade (60), spacing, lap splices, dowel protrusions and clearances comply with contract drawings and specifications, except: Project No.: 18341-001-01 T Date: November 21, 1995 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-01 SIL NO. 2 - p Pilasters north and south of Column No. 41, lap splices too short. SIL NO. 3 - Fill Cells - all perimeter walls from finished slab - 1 st lift - dowel protrusions too short. SIL NO. 4 - Fill Cells at north and south emergency exits - missing rebar. SIL NO. 5 - Fill Cells at north and south emergency exits - added rebar not shown on drawing No. S - 3. Special Inspection Log Added: 5 (1 -5) Resolved: 0 Outstanding: 5 Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts OCT-10 95 TI_1E 7 : 0 2 VC L-VL ( of-eK-1 S oG r aAle (a d f P;Lj'; Post -It" Fax Note 7671. _ _. To Frort1 \ r ep Phone f + Phone A Fax N V Y' D n r&7&v ctc! o Jou3G GS 5Jf r Jan, GENERAL CONTRACTORS CONSTRUCTION MANAGERS ENGINEERS I 1++10 nnrk AR 72203 r -• CLIENT:-T S i(: -N7"J C.O, oncrete c Lt. wt., Sample: set(J) of 21 grout prisms, cubes Cashed on D b U.E.S Client at: "t A.M. a fo plant. Picked upon @ A.M. P.M. Project: tkJt i C"ki i -T'KF IsKa Location of Pour:T° Class of Concrete: 1, Water Added: gallons Slump of Concrete. Quantity: '— $ cu. yds. Contractor: Truck No.: 1 ( g Admixture: Mix Design: P30("S- Z_ Ticket No.: 2S'73--n700 Supplier: ' - Cyls. Cast by: K. G7, Time Batched: I t '' Amb. Temp q j OF Air Content: Concrete Temp.: OF Weather: Sunny P Cloudy Cloudy Rain LAB NO.: Project No. 18341-001-01 T Date: November 21, 1995 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 DAILY THRESHOLD REPORT NO. 02 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: October 11, 1995 Inspector: Todd Buckles Earthwork 02200 Footing Subgrade: Perimeter footings, density test results have not been received. Concrete Reinforcement 03200 1. South wall (spread footing No. 3, west to west wall) 2. West wall (south wall to spread footing No. 41). Rebar sizes, grade, spacing, lap splices and clearances meet project plans and specifications. SIL NO. 1 - Wall footings: South wall (spread footing No. 3 to east wall), east wall (south wall to spread footing No. 26) and spread footing No. 26 north to No. 23, no inspection performed on reinforcement. Need engineer review. Concrete - In -Place Concrete 03300 70 cubic yards: Mix No. R4065Z, 3,000 psi (required slump - 5 in. ± 1 in.). Two sets of four cylinders cast. Footings: Perimeters, test results and locations have not been received. Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Universal Engineering Sciences, Inc. Project No. 18341-001-01T Date: November 21, 1995 DAILY THRESHOLD REPORT NO. 03 Addressee: City of Sanford P.O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: October 13, 1995 Inspector: Todd Buckles rthwork 02200 - No activity this date. Concrete Reinforcement 03200 - No activity. Concrete -In -Place Concrete 03300 - No activity. Masonry 04200 Reinforced filled cells (all perimeter walls) Rebar sizes (Nos. 5, 6, 7 and 8), grade (60), spacing, lap splices and clearances meet plans and specifications, except: SIL NO. 2 - Pilasters: north and south of Column No. 41, Note: "G" requires four No. 5's with a 30 in. lap. Four No. 5's with 26 in - 29 in lap are present. Need Engineer of Record to review. SIL NO.3 - Rebar: exterior walls: dowel protrusion is required to be 48 bar diameters. Existing protrusion is 48 - 54 bar diameters. Location of the bottom of the dowel cannot be determined because dowels were "wet stuck". Need Engineer of Record to review. SIL NO. 4 - Rebar in filled cells: north and south emergency exits: Note: "K" requires two No. 5 rebars. One No. 5 exists. Need Engineer of Record to review. SIL NO. 5 - Drawing S-3: north and south emergency exits:. Note "L" is not designated on drawings. Contractor placed two vertical No. 5's at this location (per Note "K"). Need clarification. Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD:ts Universal Engineering Sciences, Inc. Project No. 18341-001-01T Date: November 21, 1995 DAILY THRESHOLD REPORT NO. 04 Addressee: City of Sanford P.O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: October 16, 1995 Inspector: Robert LaFata Earthwork 02200 Density test of column footing 81, 34, 35, 37 and 38 by PEICO representative. All tests meet the 95% minimum requirements. Will forward information as soon as available. Concrete Reinforcement 03200 Interior column footings Nos. 12, 13, 14, 15, 16, 17, 18, 81, 90, 88, 82, 84, 85, 87, 86, 67, 44, 36, 83, 27, 35, 37, 45, 52, 66, 65, 59, 54, 51, 46, 43, 38, 34, 28, 22, 21, 29, 33, 39, 42, 47, 53, 60, 64, 61, 48, 40, 30, 79 and 80. Rebar sizes (Nos. 4, 5 and 6), grade (60), spacings, number, footing sizes, lap splices and clearances (3 in.) meet plans (S-3 and S-8) and project specifications. Cast -In -Place Concrete 03300 80 cubic yards; Mix No. P-30652, 3,000 psi (Specification 3,000 psi) Test cylinders cast by PEICO representative in accordance with ASTM C-31. Slump No. 1 - 5 in., No. 2 - 5 in. (Specification 4 in. ± 1 in.) Concrete placed in accordance with project plans and specifications. Masonry 04200 No activity. Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD:ts Universal Engineering Sciences, Inc. Project No. 18341-001-01T Date: November 21, 1995 DAILY THRESHOLD REPORT NO. 05 Addressee: City of Sanford P.O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: October 23, 1995 Inspector: Robert LaFata Earthwork 02200 No activity. Concrete Reinforcement 03200 1. Columns pedestal; lobby; No. 84, 44, 36, 82, 83, 35, 27 and 34; 8 in. below finished floor to top of footing. Rebar sizes (Nos. 6 and 3), grade (60), spacing (12 in. on center), number, column sizes, lap splices and clearances (2 in.) meet plans (SKI dated 9/277/95) and project specifications. 2. Elevator walls; lobby; location 8 in. below finished floor to top of footing: Rebar sizes (Nos. 3 and 5), grade (60), spacing (12 in. on center), number, lap splices and clearances (3 in.) meet plans (S-3) and project specifications. Cast -In -Place Concrete 03300 Test cylinders cast by PEICO representative in accordance with ASTM C-31. Masonry 04200 No activity. Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD:ts Universal Engineering Sciences, Inc. f J T E H UC. TEL I -404-S-f'l 0 11 o Cl 0 3 P 0 1-4 C: DE51- NOTO ON A. DOLTe, I'Vi " G ROU T 8EE Br-WEDULE FOR COL„ A. WLTE) AND OABt! f-LAIV- SIZES. 16" GQ. f"OURP-D cc>Nc;, PEDEOTAL RE". WITH 4-#6 VERT. I P.3 HOOPS AT 12" O,r,. lmujf, r-1 5EE 5CWEDLJLE FOR SIZE AND PFINFORCINCA. T- r-Q,R CO UMN6 AT LQa5T UNITED ARTISTS TNEATI EMINOLE TOUN CtENT1 SANFORpf FLORIDA, m SK-1 NIVERSAL NGINEERING SCIENCES onsultants In: Geotechnical Engineering nvironmental Sciences • Construction Materials Testing November 21, 1995 City of Sanford P.O. Box 1788 Sanford, Florida 32771 Attn: Gary Winn - Chief Building Official Reference: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Summary No. UA-1 Project No. 18341-001-01 T Dear Mr. Winn: Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach Attached are daily field reports and summary for the referenced project for the period of October 6, 1995 through October 28, 1995. 1. Summary of In -situ Density Tests 2. Compressive Strength Log 3. Special Inspection Log Should you have any questions concerning these reports or desire additional information, please let us know. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Distribution List cc: Addressee (2) Jeff Reed - United Artists (1) Chuck Schneider - Melvin Simon & Associates, Inc. (1) Ron Stotser - Stotser & Associates (1) 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 Addressee: City of Sanford P.O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Location: Seminole County, Florida SPECIAL INSPECTION LOG Project No.: 18341-001-01 T Date: November2l, 1995 Agent: Bill Worthington SIL No. Date Item Location Description P.E. Final Disposition P.E. Date 1 10-09-95 Spread footing South wall No. 3, East wall No. 26, 26 - 28, north wall No reinforcement inspection rJQO 2 10-12-95 Pilaster North and south of Column No. 41 Lap splices to short 9D 3 10-12-95 Wall Exterior walls Dowel protrusion 4 10-12-95 Wall N and S emergency exits Missing rebar 90 5 10-12-95 Wall N and S emergency exits Rebar added Reviewed By: Note Warren J. Deatrick, P.E. WJD = Previously Reviewed by Warren J. Deatrick, P.E. PROJECT: U N 1 TrE_Q ( RTi s-rs TN EA -'ER CONTRACTOR: V C SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: I TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSya PCF) y, max.) Required Obtained C . PAC 107. -795 1 l I Co 3e_ q8. o 5 of f3LIX, 1o3.1 F- LKNEIZ of & lol •S loo a 5 E o NTe ozpc. s 9 7. 0 I ZS'W OF CE1,1TE of 10 2.. Ll o0 • of NE of. 9.0 10 . Z JS. 7 E a 101.0 qq.S U o' C- of 'I 03. ol. O' N OF " l0 3.0 lol. IZ E oF TE,5T"EI 2.2- k2o .7 13 3o' E, of i 1t I oq.(. 103.E I `I o f TA5T '` I Ia3.1 101. S n' oir TEST 4-/y 103.9 IDz, y S aF TE.5T t:t It;' lOy.3 IoZ.$ I 5' 14 of TES.T ioZ.-7 IoI.Z 1 0 9 , o S. SCORACA 91.1-1 U-0 S I eakriu r, - IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY ERUNIVERSALENGINEERINGSCIENCES, INC. ThroftN A spscoon • Comtructlon 6htafalh ToWng REGISTERED ENGINEER LICENSE NO.: ROJECT: U N rT F o A RT f Sib TN CA iER.S 3ONTRACTOR: V C.C. SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: Z TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSy' PCFl y mom') Required Obtained to -9- S 2 of W Co RNAa Sa S. So' E F %A Qxgm ER 78. 2 1C. 7 2 7oF S VJ ComER loq. 7 1 •2 b' L or, M Zq 100.5`14.0 S OF Tes-r " I.0 9• S 21 of -r '' 2, 98.8 913 U' E of T6SZ ° Z7 02-' too. 99, 7.9 t ' I o P TEsT 7-9 l k•3 31 2,01 M o - rtsr zoa 01, 2 lo' o , 31 l02,0 1vo. S 33 2o' N 1- TE,,7 "32 1o3-Z oE-7Zoe J F TE 7 ' 33 3, Z5 " Inf F TE.Sl 3 10 2. 0 2S ' W or Tasl 03.101.6 10- 5-9S 37 F N W 98.6 7. 38 2S' S o " US SIG. y 39 Icy' E of " 8 foo.9 48.1 0 3co' S o F T M 3 8--1 1 97• z 41 E or TEsT" Ho 6.9 4L S of TI_s-r d 9 1 59. 6 8. y, - IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY ImUNIVERSAL ENGINEERINGSCIENCES, INC. Dnnwnw Sciwvm • Oeotochnkal &vkwo ft ThrostmW brapeoeon • Cons&ucbon ANfatab Tort ft REGISTERED ENGINEER LICENSE NO.: PROJECT: U t4ITGA O RTI BT THC-d Trroi CONTRACTOR: V C.C. SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: .3 11 TEST• DEPTH BELOW SURFACE ( FT,) COMMENTS NA Ell r. - IN -SITU DRY DENSITY re max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Thr• Mfow Mypacgoo • corabucwn Matahl• Totting REGISTERED ENGINEER LICENSE NO.: F PROJECT: U N IT[Q (i 15TS I HEATc: iZ CONTRACTOR: Y CCi SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: q LOCATION DEPTH BE• SURFACE (FT.) RESULTSTEST COMMENTS1 rn. r Y, = IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY LuUNIVERSALENGINEERINGSCIENCES, INC. hirm, a &10- lm'W Schwa • TftedkW Mr•pm Don • CowMatodgi# oWn0 REGISTERED ENGINEER LICENSE NO.: PROJECT: V J l? A RTI 5 T5 / H CA 1r- lb CONTRACTOR: Y SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: DEPTH BELOW SURFACE (FT.) TESTED COMMENTS en 1 r, - IN -SITU DRY DENSITY Ye max.) - MAXIMUM LABORATORY DRY DENSITY InUNIVERSALENGINEERINGSCIENCES, INC. 51® EnNnawr kN SdwWw • OooMclwo"l TMeW hnpectloo • C.onswc bn UnwbIs Towng REGISTERED ENGINEER LICENSE NO.: n COMPRESSIVE STRENGTH LOGROJECT: -lett7-er ONTRACTOR: GL AIX DESIGN: 8-DAY DESIGN STRENGTH: 3oo0 p3 pgl SHEET NO.: / j Set Dade Type Pax Location Slump Air (%) Com ressive Strenath(mill CommentsNo. Poured In.) 7 Day 28 Day 28 Day UNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER Enrhonmentet Sciences - Gleotechnicat Engineering LICENSE NO.: TN "hold kwpecUm • ConsMrcHon Metodsh Testing ROJEqT: Tv ecTk e-f ONTRACTOR:yC L IIX DESIGN: B-DAY DESIGN STRENGTH: 3GG4 PSI COMPRESSIVE STRENGTH LOG SHEET NO.: InUNIVERSALENGINEERINGSCIENCES, INC. Alward &Wkmm.nai scions • o.oa.chnkal EngthoW g rnr snoW kmp.ctlon • ConsducUm nateda s r sung REGISTERED ENGINEER UCENSE NO.: COMPRESSIVE STRENGTH LOG ROJECT: ONTRACTOR: Vc c AD(DESIGN: y Lf oc n G 2&D" DESM STRENGTH: 3 000 pgl d UNIVERSAL ENGINEERING SCIENCES, INC. SHEET NO.: / REGISTERED ENGINEER LICENSE NO.: j 1 r ROJECT: J N ITEi) RTIS'f5 Ttl L PIEits ONTRACTOR: V CC. IIX DESIGN: P - 30 (aS Z 8-DAY DESIGN STRENGTH: 3000 PSI PSI COMPRESSIVE STRENGTH LOG SHEET NO.: Set No. Dade Poured Type Pour Location Slump in.) Air M Com ressive Stre h si comments 7 Day 28 Day 28 Day 10-G-5Y Fcw DAT-MI N "GA To o' 5 31/362.E 122 Lf 6 4 5e C..Pwek To w 5" 53 ti ti L-1 317 3 10-11 -S I'c>uM0AT04 To Z5' E s3 113 ysia ya3 1V -16 •5 " auvn. 60 6 l o S" Soy i Q i 7sy yS-7y c s9 3oy3 ySla/tis9 r G GG S" 31 F15- 58-*0 1-1 C P 9 1013- ys s 54 s3 3 G v 3 91 UNIVERSAL ENGINEERING SCIENCES, INC. ErnlrorNnantal Sconces - Oaotschnkal ErV1r*edrp T1MeshoM Mspscbon - Cons&ucllon Ustodah T"ting REGISTERED ENGINEER LICENSE NO.: CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS Fnwne Cenier C , irde- Total Contract Price of Job fjoV , 00 Describi 4o.wWork re— S0r1-nr<iP r kfs.&M Type of Construction Number of Stories Occupancy: Residential s PERMIT NUMBER Total Sq. Ft. Flood Prone (YES) (NO) Number of Dwellings Zoning Commercial y Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 65-9 _ /y(aayq OWNER _ ADDRESS CITY TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE PHONE NUMBER ZIP ZIP 009 ZIP CONTRACTOR Q f-7re 01-picC /_ ()n T-17A c— PHONE NUMBER ADDRESS ' ^ d . ST. LICENSE NUMBER 0/3 03c)0©/S/ CITY ST• % J[TC %`[7i(( STATE — T a ZIP 33Tt 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 THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713 t~ a 3 o E x ro o Z > r- I H C O it O 4J N a IowF Z Signatureof Owner/Agent & Date Type or Print Owner/Agent Name Signature of Notary & Date Official Seal) WILL NOTIFY THE OWNER OF THE PROPERTY OF h_6 o 0 m 0 Signature of Co ract Date o w K IIA941 1< Z Type or Print Contractor's Name d x J O O n Signature of Notary & Date Official Seal) I o rt ptWY PZ' C j, AARONM SALVANT My Commission CC398352 Expires Aug. 08, 1998 Bonded by HAt dl octid°' SM- 422-1555 Application Approv Y: Date: FEES: Building — Rado Police _ Open Space Road I -"act Ar PERMIT VALIDATION: CHECKCASH DATE ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX d E) GOLD IN) O ro n 0 a G rt m a THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE CITY OF SANFORD FIRE''DEPARTMENT FEES FOR SERVICES HONE #: 407-322-4952 0 DATE: S PERMIT #: (p O BUSINESS NAME: ADDRESS: PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM / AMOUNT $ _ 50 COMMENTS: 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 applicable codes and ordinances of the Citf Sanford, Florida. y o i U j Sanford Fire Prevention Appli ants Signatur Hydraulics DABO FIRE PROTECTION, INC. 1645 22ND ST. N. ST. PETERSBURG, FLORIDA 337 13 Project Information UNITED ARTIST .THEATRES SEMINOLE TOWN CENTER TOWN CENTER BLVD. SANFORD, FLORIDA Summary Sheet Designer: DABO FIRE PRO CCTI`ON\ Caic By: DAVID E. BARNES Date: OCTOBER 29, 1 Contract No: 760 - Building: THEATRE System ID: ROOF Ref. Drawing No: F.P. 1, 2, 3 & 4 OF 4 Construction: NON-COMBUSTIBLE Occupancy: THEATRE Authority; LOCAL System Information System Type: WET Hydraulics Design Criteria Density: .1 GPM /SgFt Remote Area: 1500 SgFt Sprinkler Coverage: 168 SgFt Design Standard: N. F. P. A # 13 Hazard: LIGHT HAZARO Figure: 5.2-3 Curve: LIGHT Sprinklers / Nozzles Manufacturer: CENTRAL Model: A Size: 1 i2 IN. ORIFICE K-Factor: 5.6 Temperature Rating: 165 I Hydraulics t " n\\' Information Demand... . Spr Req'd Pres: 67.06 PSI Spr Req'd Flow: 200.36 GPM Add'I Flows: 0.00 GPM Hose at Srce: 100.00 GPM Total Flow: 300.36 GPM Total Pres: 67.08 PSI Static Elev: 0.00 Ft Supply... Water Flow Test Static: 75.00 PSI Residual: 51.00 GPM Qty Flowing: 1125.00 GPM Elevation: 0.00 Ft Date:10/ 19/95 Time:4: 05 PN By: DABO FIRE PROTECTION Pump Data Rated: (NA) PSI(? (NA) GPM Boost Pres: NA) PSI Discharge Pres: NA) PSI Discharge Flow: NA) GPM Combined Static: NA) PSI Residual: NA) GPM Qty Flowing: NA) GPM Available... P) 72.91 PSI(? 300.36 GPM F) 67.08 PSI2 618.04 GPM Margin... Pressure: 5.83 PSI Flow: 317.68 GPM Si®ma C)yrnomics Corporation lC) Copyright 1992, AA Rights Reserved 7700 Hyciraulics I i SUBMITTAL SERIAL NO: UNITED ARTISTS THEATRES SEMINOLE TOWN CENTER TOWN CENTER BL D. SANFORD, FLORIDA JOB *760 FLOW TEST RESULTS Water Supply STATIC 75.00 PSI RESIDUAL 51.00 PSI ® 1125.00 GPM CITY PRESSURE AVAILABLE AT 300.4 GPM 72.9`'1 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL Ii SPR FLOW I 101 19.73 102 18.90 103 19.77 104 18.87 105 17.29 106 18.09 107 18.75 108 16.89 109 17.67 110 16.80 111 17.61 INIMUM 7LOW K-FACTOR PRESSURE 6.80 5.60 12.41 6.80 5.60 11.39 6.80 5.60 12.46 6.80 5.60 11.36 6.80 5.60 9.53 6.80 5.60 10.44 6.80 5.60 11.21 6.80 5.60 9.09 6.80 5.60 9.96 6.80 5.60 9.00 6.80 5.60 9.88 TOTAL WATER REQUIRED FOR SYSTEM 200.36 GPM OUTSIDE HOSE STREAMS AT 0 100.00 GPM TOTAL WATER REQUIREMENT 300.36 GPM PRESSURE REQUIRED AT 0 67.08 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.09 PSI MAXIMUM VELOCITY IN PIPES 11.79 FPS 10-29-1995 PAGE 1 r SUBMITTAL SERIAL NO: 10-29-1995 PAGE 2 UNITED ARTISTS THEATRES SEMINOLE TOWN CENTER TOWN CENTER BLVD. FLORIDASANFORD, JOB 760 FROM TO FLOW DIAM EQUI`V P-LOSS PRESSURE LENGTH PIPE SUMMARY GPM IN Ft PSI/Ft PSI 30 110 1.049 L 1.00 0.0943 PT 9.00 110) Q 16.80 F=T F 5.00 PE 0.00 DR C120 T 6.00. PF 0.57 28 30 1.682 L 8.00 0.0095 PT 9.57 30) Q 16.80 F=0 F 0.00 PE..- 0.00 BN6 C120 T 8.00 PF 0.08 PT 9. 65. 28 ) 31 111 1.049 L 1.00 0.1028 PT 9.88 111) Q 17.61 F=T F 5.00 PE 0.00 DR C120 T 6.00 PF 0.62 29 31 1.682 L 8.00 0.0103 PT 10.50 31) Q 17.61 F=0 F 0.00 PE 0.00 BN6 C120 T 8.00 PF 0.08 PT 10.58 29) 29 109 1.049 L 1.00 0.1035 PT 9.96 109) Q 17.67 F=T F 5.00 PE 0.00 DR C120 T 6.00 PF 0.62 26 29DQ 17.61 1.682 L 14.00 0.0373 PT 10.58 29) Q 35.28 F=0 F 0.00 PE 0.00 BN5. C120 T 14.00 PF 0.52 PT 11,10 26) 28 108 1.049 L 1.00 0.0952 PT 9.09 108) Q 16.89 F=T F 5.00. PE 0.00 DR C120 T 6.00 PF 0.57 25 28DQ 16.80 1.682 L 14.00 0.0343 PT 9.66 28) Q 33.69 F=0 F 0.00 PE 0.00 BN5 C120 T 14.00 PF 0:48 PT 10.14 25) 27 107 1.049 L 1.00 0.1155 PT 11.21 107) Q 18.75 F=T F 5.00 PE 0.00 DR C120 T 6.00 PF 0.69 24 27 1.682 L 14.00 0.0116 PT 11.90 27) Q 18.75 F=0 F 0.00 PE 0.00 BN5 C120 T 14.00 PF 0.16 PT 12.06 24) n SUBMITTAL SERIAL NO: 10-29-1995 PAGE 3 UNITED ARTISTS THEATRES i SEMINOLE TOWN CENTER TOWN CENTER BLVD. SANFORD, FLORIDA JOB 760 FROM TO FLOW DIAM EQUIV P-LOSS '< PRESSURE LENGTH PIPE SUMMARY GPM IN Ft PSI/Ft PSI 26 106 1.049 L 1.00 0.1081 PT 10.44 106) Q 18.09 F=T F 5.00., PE 0.00 DR C120 T 6.00 PF 0.65 23 26DQ 35.28 1.682 L 15.50 0.0802 PT... 1.1..09 26) Q 53.37 F=3E F 12.00 PE 0.00 BN4 C120 T 27.50 PF 2.21., PT 13.30,( 23) 25 105 1.049 L 1.00 0.0994 PT 9.53 105) Q 17.29 F=T F 5.00 PE 0.00 DR C120 T 6.00 PF 0.60 22 25DQ 33.69 1.682 L 15.50 0.0737 PT 10.13 25) Q 50.98 F=3E F 12.00 PE 0.00 BN4 C120 T 27.50 PF 2.03 PT 12.16 22) 24 104 1.049 L 1.00 0.1169 PT 11.36 104) Q 18.87 F=T F 5.00 PE 0.00 DR C120 T 6.00 PF 0.70 21 24DQ 18.75 1.682 L 15.50 0.0420 PT 12.06 24) Q 37.62 F=3E F 12.00 PE 0.00 BN4 C120 T 27.50 PF 1.15 PT 13.21 21) 23 103 1.049 L 1.00 0.1273 PT 12.46 103) Q 19.77 F=T F 5.00 PE 0.00 DR C120 T 6.00 PF 0.76 12 23DQ 53.37 1.682 L 49.00 0.1437 PT 13.22 23) Q 73.14 F=T F 8.00 PE 0.00 BN3 C120 T 57.00 PF 8.19 11 12 2.635 L 19.00 0.0161 PT 21.41 12) Q 73.14 F=0 F 0.00 PE 0.00 NC3 C120 T 19.00 PF 0.31 PT 21.72 11) 22 102 1.049 L 1.00 0.1172 PT 11.39 102) Q 18.90 F=T F 5.00 PE 0.00 DR C120 T 6.00 PF 0.70 SUBMITTAL SERIAL NO: 10-29-1995 PAGE 4 UNITED ARTISTS THEATRES SEMINOLE TOWN CENTER TOWN CENTER BLVD. SANFORD, FLORIDA JOB *760 FROM TO FLOW DIAM EQUIV P-LOSS PRESSURE LENGTH PIPE SUMMARY GPM IN Ft PSI/Ft PSI 11 22DQ 50.98 1.682 L 57.00 0.1321 PT 12.09 22) Q 69.88 F=T,2E F 16.00 PE 0.00 BN2 C120 T 73.00. PF 9.64 10 11DQ 73.14 2.635 L 12.00 0.0558 PT 21.73 11) Q 143.02 F=0 F 0.00 PE..., 0..00 NC2 C120 T 12.00 PF 0.67 PT 22.40 10) 21 101 1.049 L 1.00 0.1268 PT 12.41 101) Q 19.73 F=T F 5.00 PE 0.00 DR C120 T 6.00 PF 0.76 10 21DQ 37.62 1.682 L 69.00 0.0916 PT 13.17 21) Q 57.35 F=T,2T,2E F 32.00 PE 0.00 BN1 C120 T 101.00 PF 9.25 6 10DQ 143.02 2.635 L 203.00 0.1042 PT 22.42 10) Q 200.36 F=T F 12.00 PE 0.00 NC1 C120 T 215.00 PF 22.40 5 6 2.635 L 29.00 0.1042 PT 44.82 6) Q 200.36 F=T,E F 18.00 PE 0.00 FM3 C120 T 47.00 PF 4.90 4 5 2.635 L 47.00 0.1042 PT 49.72 5) Q 200.36 F=T,E F 18.00 PE 0.00 FM2 C120 T 65.00 PF- 6.77 3 4 4.260 L 4.50 0.0100 PT 56.49 4) Q 200.36 F=E F 10.00 PE 0.00 FM2 C120 T 14.50 PF 0.14 2 3 4.260 L 23.00 0.0100 PT 56.63 3) Q 200.36 F=GV,CV F 24.00 PE 9.75 FR1 C120 T 47.00 PF 0.47 1 2 6.400 L 65.00 0.0009 PT 66.85 2) Q 200.36 F=T,2EE2E F, 95.00 PE 0.00 UN2 CHO T 160.00 PF 0.14 0 1 8.510 L 55.00 0.0002 PT 66.99 1) Q 200.36 F=2EE F 27.00 PE 0.00 UN1 C150 T 82.00 PF 0.02 PT 67.01 0) MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.09 PSI MAXIMUM VELOCITY IN PIPES 11.79 FPS UNITED ARTISTS THEATRES SIGMA DYNAMICS CORP. 7700 Supply / Demand Graph 125 120 115 110 Margin Pressure 5.83 PSI Flow 317.68 GPM 105 100 95 90 85 80.. 75 0 N 70 CL d 65. U3 60 1. m 55 a 50 45" 40 S 35 30 25 20 1 10 5 H++ 1.85 150 300 450 600 750 900 1050 1200 1350 1500 Water Flow (GPM) System Demand.. Water SL,rply.. Sprinkler Demand 67.08 PSI @ 200.36 GPM Static 75.00 PSI Additional Flows 0.00 GPM Residual 51.00 PSI @ 1125.00 GPM Hose at Source 100.00 GPM Elevation 0.00 PSI Total Demand 67.08 PSI @ 300.36 GPM i DA60 FIRE PROTECTION, INC. 1645 22nd Street North ST. PETERSBURG, FLORIDA 33713 813) 323-0145 FAX (813) 323-3103 TO City of Sanford Bldg. Department WE ARE SENDING YOU EJ Attached Under separate cover via Shop drawings Calculations Copy of letter Change order CLIECTUC GDP OF "TRUSO O UL DATE 10-31-95 IOB NO. # 48595 ATTENTION RE: United Artist Theatre Sanford, Florida the following items: Plans Samples Specifications Permit Application COPIES DATE NO. DESCRIPTION 1 10-31-95 One permit:: application for United Artist Theatre. THESE ARE TRANSMITTED as checked below: ll For approval Approved as submitted For your use Approved as noted As requested Returned for corrections For review and comment FOR BIDS DUE 19 REMARKS Resubmit copies for approval Submit copies for distribution Return corrected prints PRINTS RETURNED AFTER LOAN TO US NOV 0 F 1995 CITY OF SARFO,RD_ FIRE DE;PT. COPY TO SIGNED: David A. Varga If enclosures are not as noted, kindly notify us at once. DABO FIRE PROTECTION, INC. 1645 22nd Street North ST. PETERSBURG, FLORIDA 33713 813) 323-0145 FAX (813) 323-3103 TO City of Sanford Bldg. Department WE ARE SENDING YOU M Attached Under separate cover via_ IN Shop drawings X) Calculations Plans i Copy of letter Change order L[EUVEa o1F UMMSEDUML DATE 10-30-95 JOB NO. # 48595 ATTENTION RE: United Artist Theatre Sanford, Florida Samples following items: Specifications COPIES DATE NO. DESCRIPTION 3 10-30-95 Three sets of drawings for United Artist Theatre of Sanford Florida. 3 10-30-95 Three sets of Hydraulics for United Artist Theatre of Sanford Florida. THESE ARE TRANSMITTED as checked below: 0 For approval Approved as submitted N For your use Approved as noted As requested Returned for corrections For review and comment FOR BIDS DUE 19 REMARKS Resubmit copies for approval Submit copies for distribution Return corrected prints PRINTS RETURNED AFTER LOAN TO US COPY TO SIGNED: David A. Varga If enclosures are not as noted, kindly notify us at once. Me Fire Protection, Inc. Post-lt" `ax Note7671 nala f # of Fro co.loFv4, m / aDes Phone N Fax N z_ phono Fax # 40 l r } 1 N I V E R S A L E GINEERING SCIENCES N Consultants In: Geotechnical Engineering - Erivironmental Sciences • Construction Materials Testing November 21, 1995 City of Sanford P.O. Box 1788 Sanford, Florida 32771 Attn: Gary Winn - Chief Building Official Reference: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Summary No. UA-2 Project No. 18341-001-01 T Dear Mr. Winn: Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach Attached are daily field reports and summary for the referenced project for the period of October 29, 1995 through November 4, 1995. 1. Special Inspection Log 2. Summary of In -situ Density Tests 3. Compressive Strength Tests Should you have any questions concerning these reports or desire additional information, please let us know. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Distribution List cc: Addressee (2) Jeff Reed - United Artists (1) Chuck Schneider - Melvin Simon & Associates, Inc. (1) Ron Stotser - Stotser & Associates (1) Jim Rose - Rose Engineering Associates (1) Les Miller - VCC (1) 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 Project No.: 18341-001-01 T Date: November 21, 1995 R. WEEKLY THRESHOLD SUMMARY REPORT NO. UA-02 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: Robert Lafata Earthwork 02200 - No testing or inspections performed this period. Concrete Reinforcement 03200 - No testing or inspections performed this period. st- In-Place Concrete 03300 - No testing or inspections performed this period. Unit Masonry 04200 1. Fill Cells - Perimeter walls: Columns 31 - 75 from top of footing to elevation 9 ft. 4 in. 2. Fill Cells - Perimeter walls: Columns 58 - 75 from top of footing to elevation 9 ft. 4 in. Rebar size, grade (60), spacing, lap splices, dowel protrusions and clearances comply with contract _ drawings and specifications, except: 58 - 75 found incomplete. Reinspection required. Special Inspection Log Added: 0 Resolved: 2 Outstanding: 3 Submittals Received None received. Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Project No.: 18341-001-01 T Date: Novembe'r21 , 1995 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Location: Seminole County, Florida SPECIAL INSPECTION LOG Agent: Bill Worthington SIL No. Date Item Location Description P.E. Final Disposition P.E. Date 1 10-09-95 Spread footing South wall No. 3, 26 - 28, East wall No. 26, north wall No reinforcement inspection WJD 2 10-12-95 Pilaster North and south of Column No. 41 Lap splices to short WJD 3 10-12-95 Wall Exterior walls Dowel protrusion WJD 4 10-12-95 Wall N and S emergency exits Missing rebar WJD 5 10-12-95 Wall N and S emergency exits Rebar added WJD 6 10-12-95 Wall N and S emergency exits Missing rebar WJD 7 10-12-95 Wall N and S emergency exits Rebar added WJD i Reviewed By: Warren J. Deatrick. P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. 1, PROJECT: U N 11".Ep ( RTISYs TN EATER CONTRACTOR: V QQ SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSYd F) y max.) Required Obtained 9 -ZI - nQEqT-cp. or- . PAC lo-7• 7 Co & 78.0 1 61% 51A COMC F- LlY_ 103.1 o AC lo3•I I• F— of z_o4lbl.$ 100.0 25 ' e NTe - 134c , 7 ZS' o F C.E IITE of l0 2 . Ll 100 • °I NW WANE:& oF 84,0r. 7 930 E ` 101.o Q9.S IU 0' E of K 1p3, 101, 1 10' oF T QT ek 103.0 101. IZ E oF TEST"11 Z.Z ioo .7 I of T 11 loq.( 10 .i y oF If sT "13 103.1 lol• 15 lo' - oir TEST d-/y 103.9 102, y S o F Y E.5T tz It;' loy. 3 to Z. 6 I 1n/ OF 'T 7 Io1 •Z so, N 110, a of w comg& ol. s 9 97. 9S• 19 ISO' cl' .o SYl QogAea97.LI S I 7.y 1G,o y. - IN -SITU DRY DENSITY yd max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. OwN onnw pw scowm s • Geolrchnkal &vkwwkv TkwhW Awpec on • Cww&L"on Noftroah Tal/ng REGISTERED ENGINEER LICENSE NO.: PROJECT: U r -T Ed A P T I S-16 Ttl c'4TFi25 CONTRACTOR: V C.C. SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: Z TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE ( FT.) MATERIAL TESTED T RESULTS COMMENTS YdFl Y max.) Required Obtained o - 9- s 2 F .Co p Nt:lz o .S 4• 4 1S a IS, ' 56' E e R 78.2 7 2 1.5' oF Comrlk loq.7 I .Z d L or "Z fig, o S OF EST " 1.0 g-S 21 of T * 2, 98.8 1 913 22 20' E of TE51 °27 02-4 Do. gm o4. 3 IEtdz30 16Z. Iol. Z to' E o 31 loz.0 loo. S 1313 2O' IA r 7 "32. 101-" Z F TE T" 33 v1. G 100.1 3S Es, « 3 iaz.o I •S 4zS' 1 A35 03. o. lo- S-9S 37 2Z S oF Io1, 98.6 7• i 38 25' S o 7,8 tG•y 39 lo' E of " 8 f00.4 98-9 0 30' S o r T 98.7 97. z 41 E oF TE5T" `l0 94.9 11 L of T I:S7 91 59. 6 8. 1 y, - IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY InUNIVERSAL ENGINEERINGSCIENCES, INC. hw' md &Nkwwnsr" SCOMM - Gooftchnkal &VknwkV T? Wowkw k"Feco" • corntrucwn Mat"Is T"Ung REGISTERED ENGINEER LICENSE NO.: r-- PROJECT:y i`4 ITEA O RTLDT5 TH60 T 1 CONTRACTOR: V C.C. SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: 3 Iin DEPTH BELOW SURFACE (FT.) TEST RESULTS 0 loom mu r, - IN -SITU DRY DENSITY r, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. IL lqpr' 6WO oo w,m*W Scluroas • G•otachnkal Enpin••Nrp ThroshoW 1% spactlon • Cons&ucbm fi/al•rfals T•sdnp REGISTERED ENGINEER LICENSE NO.: l , J PROJECT: / N I T[ O (kj (STj f N E A TC2 CONTRACTOR: Y GC SUMMARY OF IN -SITU DENSITY TESTS' SHEET NO.: DEPTH BELOW SURFACE (FT.) TEST RESULTS COMMENTS y, - IN -SITU DRY DENSITY (y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. 6whooporwW Scowxw • Oaotachnkal &Vkw•NnV THr••AoW A p•cNon • Cons&ucNon Matarlaft ToWng REGISTERED ENGINEER LICENSE NO.: r--- - ----- - PROJECT: _ 0 hJ l T ED A P Tj -s T,5 TN CA TC- A5 CONTRACTOR:y cc _ SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: DEPTHI BELOW SURFACE (FT.) TESTED TEST RESULTS Y, - IN -SITU DRY DENSITY Ye max.) - MAXIMUM LABORATORY DRY DENSITY LuUNIVERSALENGINEERINGSCIENCES, INC. ESN Setwom • tl•ot efxofcaf EnEM••rfnp TMnhroId A spictloo 9 Combucum Afataf•fs T&Wng REGISTERED ENGINEER LICENSE NO.: 11 PROJECT: V nl 1'f f) ( RTI S'f 5 TI L-1;ZE f,S CONTRACTOR: V C.C. I MIX DESIGN: 28-DAY DESIGN STRENGTH: 3000 PS 1 PSI COMPRESSIVE STRENGTH LOG SHEET NO.: Ifm r N UNIVERSAL ENGINEERING SCIENCES, INC. 8whornemerSc wwm • Gooftdwkal Erpb»erlrp Thr* WxW limpet" • C.ono&uc6on Materials T"Ung REGISTERED ENGINEER LICENSE NO.: Project No. 18341-001-01 T Date: November 21, 1995 DAILY THRESHOLD - REPORT NO. 07 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 1, 1995 Inspector: Robert Lafata Earthwork 02200 No activity this date. Concrete Reinforcement 03200 No activity this date. Cast - In -Place Concrete 03300 No activity this date. Masonry 04200 Wall Reinforcement: Columns 31 to 75: from top of footing to elevation 9 ft. 4 in. Rebar sizes No. (5) vertical and horizontal) No. (6), No. (7) and No. (8) verticals, bar grade (60), arrangement ( per note on S1 and S2), alignment, spacing (center of cell), lap splices and ties meet project plans and specifications. WJD: ts Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Project No. 18341-001-01 T Date: November 21, 1995 DAILY THRESHOLD _ REPORT NO. 08 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: November 3, 1995 Inspector: Robert Lafata Earthwork 02200 No activity this date. Concrete Reinforcement 03200 No activity this date. Cast - In -Place Concrete 03300 No activity this date. Masonry 04200 Wall Reinforcement: Columns 58 to 75: from top of footing to elevation 9 ft. 4 in. Rebar sizes (No. 5 horizontal and No. 7 vertical), bar grade (60), arrangement (per note on S1 and S2), alignment, spacing (center of cell), lap splices and ties meet project plans and specifications. Except: Ties missing from Columns 70 to 58 and No. 5 corner bars not installed from Column 70 to 58. Reinspection required. WJD: ts Reviewed by, WarrerYJ. Deatrick. P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. L PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952583.01 OWNER: United Artists # SETS: CONTRACTOR: Vratsinas Construction Comp PERMIT,No.: 95-3144 LOCATION OF POUR: Slab on Grade W. end of Auditorium #108 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/22/95 DESIGN MIX #: P3065Z Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 52 TRUCK #: 843 CONCRETE TEMPERATURE: 69 TICKET #: 2806746 WATER ADDED ON SITE: 0 BATCH TIME: 7:50 am SLUMP: 5 TIME SAMPLED: 8:25 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/25/95 3 80000 28.26 2831 D 2 11/29/95 7 89500 28.26 3167 D 3 12/20/95 28 28.26 4 12/20/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respect u ly submitted, Profess' al Engineering Ins ion Company, Inc. Joseph F. Mincuzzi, P.E. Vice President STAT OF FLORIDA:_. Regi tered Professional Engineer Number: Registered Special Inspector.number: 0952 DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose 0038162 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALL1 BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC liveI//I/ REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952583.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade S. end of Promenade #134 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/22/95 DESIGN MIX #: P3065Z Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 60 TRUCK #: 022 CONCRETE TEMPERATURE: 69 TICKET #: 2806762 WATER ADDED ON SITE: 0 BATCH TIME: 11:01 am SLUMP: 4.5 TIME SAMPLED: 11:00 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/25/95 3 83500 28.26 2955 D 2 11/29/95 7 96000 28.26 3397 D 3 12/20/95 28 28.26 4 12/20/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar t------------------------------------------------------------------ Respec lly submitted, Profe i al Engineering Ins c ion Company, Inc. f DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jose h F. Mincuzzi, P.E. Vic President STA E OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-6, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY o o TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC el { S 4T LABORATORIES Co REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952426.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Fill cells E. wall to S. wall 2nd lift FIELD INFORMATION DATE SAMPLED: 11/13/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 022 TICKET #: 2806378 BATCH TIME: 7:06 am TIME SAMPLED: 7:45 am LOAD SIZE• 9 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: Y40CMG SPECIFIED STRENGTH: 4000 AIR TEMPERATURE: 54 CONCRETE TEMPERATURE: 84 WATER ADDED ON SITE: 0 SLUMP: 7 AIR M UNIT WT• LABORATORY TEST DATA SPECIMEN SIZE: 6" x _12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/16/95 3 63000 28.26 2229 C 2 11/20/95 7 71000 28.26 2512 D 3 12/11/95 28 28.26 4 12/11/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respec lly submitted, DISTRIBUTION COPY:, Prof nal Engineering Mr. Jeff Reed In ion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jos ph F. Mincuzzi, P.E. Vic President STATE OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952398.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Fill cells @ N.E. wall 2nd lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/10/95 DESIGN MIX #: Y40CMG SAMPLED BY: M. Hanson SPECIFIED STRENGTH: 4000 SUPPLIER: Rinker AIR TEMPERATURE: 74 TRUCK #: 8221 CONCRETE TEMPERATURE: 72 TICKET #: 2669126 WATER ADDED ON SITE: 0 BATCH TIME: 6:45 am SLUMP: 7 TIME SAMPLED: 7:20 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURED COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/13/95 3 50000 28.26 1769 D 2 11/17/95 7 69500 28.26 2459 D 3 12/08/95 28 28.26 4 12/08/95 28 28.26 FRACTURE +TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar RejIn lly submitted, DISTRIBUTION COPY: Prrion al Engineering Mr. Jeff Reed Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs JoF. Mincuzzi, P.E. Viresident STOF FLORIDA: Reered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407) 855- 4422 (FAX) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY o a TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC r s Qr A BORATORIEs Co REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952214.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Column Pads 34 27 35 37 45 52 83 36 44 86 82 8. FIELD INFORMATION DATE SAMPLED: 10/23/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 780 TICKET #: 2805691 BATCH TIME: 2:46 pm TIME SAMPLED: 3:15 pm LOAD SIZE• 7.5 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: R4065Z SPECIFIED STRENGTH: 4000 AIR TEMPERATURE: 87 CONCRETE TEMPERATURE: 84 WATER ADDED ON SITE: 0 SLUMP: 5 AIR M UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 10/30/95 7 112500 28.26 3981 D 2 11/20/95 28 160000 28.26 5662 D 3 11/20/95 28 155000 28.26 5485 D PASS 4 11/20/95 28 155500 28.26 5502 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respec lly submitted, DISTRIBUTION COPY: Profes ' nal Engineering Mr. Jeff Reed In ion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jos h F. Mincuzzi, P.E. Vic President STATE OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing.Lab.oratory"_.. 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORL4NDO, FL 32809 . _ - 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY V PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952384.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT'No.: 95-3144 LOCATION OF POUR: W. wall to SW corner, fill cells 1st lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/07/95 DESIGN MIX #: 2059 SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Florida Rock AIR TEMPERATURE: 78 TRUCK #: 8786 CONCRETE TEMPERATURE: 84 TICKET #: 576189 WATER ADDED ON SITE: 10 BATCH TIME: 6:15 am SLUMP: 6 TIME SAMPLED: 7:10 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/10/95 3 86000 28.26 3043 D 2 11/14/95 7 93000 28.26 3291 D 3 12/05/95 28 28.26 4 12/05/95 28 28.26 FRACTURE YPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Resp t lly submitted, DISTRIBUTION COPY: Prof nal Engineering Mr. Jeff Reed I tion Company, Inc. Mr. Ron Stotser Mr. Brian Core l Mr. Bob Casper Mr. Richard Gibbs Jo eph F. Mincuzzi, P.E. Vi President ST E OF FLORIDA: Registered Professional Engineer Number: 0038162 - - Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC y r P t+` 9 Cq RATO IES CO 4 SPECIALINSPECTION REPORT PROJECT: Seminole Theater DATE: 11/20/95 OWNER: United Artists DAY: Monday CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 PROJECT LOCATION: Ocoee, Florida ORDER No.: 952521 TYPE OF INSPECTION: Special Inspection REPORT No.: 01 PERFORMED BY: M. Hanson QUALIFIED BY: JFMincuzzi,P.E. MEMBERS/AREA INSPECTED: Concrete pour cancelled upon arrival. REMARKS: Disposition pending re -inspection VERBAL INSTRUCTIONS: GENERAL NOTES: ON-SITE:l0:00am OFF-SITE:10:30am TRAVEL: TOTAL HOURS: 2* Resp illy submitted, DISTRIBUTION COPY: Prof nal Engineering Mr. Jeff Reed In on Company, Inc. Mr. Ron Stotser J Mr. Brian Core Mr. Bob Casper Mr. Bill Worthington Jos ph F. Mincuzzi, P.E. Mr. Jay Ohanesian Vic President Mr. Jim Rose STA E OF FLORIDA Professional Engineers Number 0038162 (*DENOTES MIN. CHARGE) Professional Inspectors Number 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORL4NDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY 1 TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 9 rIs < q 80RATORIFIS GO FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952669 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR:-Vratsinas Construction Company DATE: 11/28/95 SAMPLED BY: D. Hanson DAY SAMPLED: Tuesday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(pcf) COMPACT REQ% STATUS. AUDITORIUM 1 #103 W. End 4.4 103.2 101.7 95 PASS 2 #103 E. end 3.7 104.2 102.7 95 PASS 3 #104 W. end 4.0 103.3 101.8 95 PASS 4 #104 E. end 3.4 104.0 102.5 95 PASS Res a ully submitted, DISTRIBUTION COPY: Pro a onal Engineering Mr. Jeff Reed I s ction Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Jo eph F. Mincuzzi, P.E. Mr. Jim Rose Vi a President ST E OF FLORIDA: Professional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)853-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952583.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade W. end of Auditorium #108 FIELD INFORMATION DATE SAMPLED: 11/22/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 843 TICKET #: 2806746 BATCH TIME: 7:50 am TIME SAMPLED: 8:25 am LOAD SIZE• 10 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: P3065Z Reg SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 52 CONCRETE TEMPERATURE: 69 WATER ADDED ON SITE: 0 SLUMP: 5 AIR M UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/25/95 3 80000 28.26 2831 D 2 11/29/95 7 28.26 3 12/20/95 28 28.26 4 12/20/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectf ly submitted, DISTRIBUTION COPY: Profes al Engineering Mr. Jeff Reed Ins on Company, Inc. Mr. Ron Stotser Mr. Brian Core J Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jose h F. Mincuzzi, P.E. Vice President STATE OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDAL£ NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC s 44 80RATORIF5 0O Q P REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952583.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade S. end of Promenade #134 FIELD INFORMATION DATE SAMPLED: 11/22/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 022 TICKET #: 2806762 BATCH TIME: 11:01 am TIME SAMPLED: 11:00 am LOAD SIZE: 10 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: P3065Z Reg SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 60 CONCRETE TEMPERATURE: 69 WATER ADDED_ ON SITE: 0 SLUMP: 4.5 AIR M UNIT WT• LABORATORY TEST DATA SPECIMEN SIZE: 6" x 1211 TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/25/95 3 83500 28.26 2955 D 2 11/29/95 7 28.26 3 12/20/95 28 28.26 4 12/20/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respect u ly submitted, DISTRIBUTION COPY: Prof s'o al Engineering Mr. Jeff Reed In ion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper J Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jos h F. Mincuzzi, P.E. Vic President STA OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY A® TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 7 T s 4480RATORIV-S CO 4 REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952554.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: S.E. corner fill cells to 251E and 251W 3rd Lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/21/95 DESIGN MIX #: Y40CMG Pearock SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 67 TRUCK #: 022 CONCRETE TEMPERATURE: 74 TICKET #: 2806673 WATER ADDED ON SITE: 0 BATCH TIME: 8:01 am SLUMP: 7 TIME SAMPLED: 8:30 am AIR(%): LOAD SIZE: 9 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 1211 TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/24/95 3 70000 28.26 2477 A 2 11/28/95 7 79500 28.26 2813 A 3 12/19/95 28 28.26 4 12/19/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectf 1 y submitted, DISTRIBUTION COPY: Pro fe si 1 Engineering Mr. Jeff Reed Ins 'on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jose h F. Mincuzzi, P.E. Vice President STAT OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 7 S IV448pRATORIE5G044 FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952582 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 11/21/95 SAMPLED BY:-D. Hanson DAY SAMPLED: Tuesday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(Dcf) COMPACT REQ% STATUS. AUDITORIUM 1 @ #103 W. end 3.0 105.1 103.5 95 PASS 2 @ #103 E. end 5.0 98.9 97.4 95 PASS 3 @ #104 W. end 4.8 104.8 103.3 95 PASS 4 @ #104 E. end 5.6 104.4 102.9 95 PASS Respe t u ly submitted, Prof si Aal Engineering DISTRIBUTION COPY: Mr. Jeff Reed In e t on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Joseph F. Mincuzzi, P.E. Mr. 'Jim Rose Vice resident STAT15 OF FLORIDA: Professional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL. 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 9 T S < ARORATORIFS 00' 4 FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952546 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 11/20/95 SAMPLED BY: D. Hanson DAY SAMPLED: Monday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(pcf) COMPACT REO% STATUS. 1 Auditorium #107 W. End 4.4 106.7 105.1 95 PASS 2 Auditorium #107 E. end 3.9 103.0 101.5 95 PASS 3 Promenade #134 @ column 4.1 102.6 101.1 95 PASS foundation 74 4 Promenade #134 @ column 4.5 102.6 101.1 95 PASS foundation 51 5 Promenade #134 @ column 6.7 106.1 104.5 95 PASS foundation 28 Resp lly submitted, Prof nal Engineering DISTRIBUTION COPY: Mr. Jeff Reed InAib tion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Jos h F. Mincuzzi, P.E. Mr. Jim Rose Vic President STA E OF FLORIDA: Professional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE Blossom TRAIL, SUITE 400-B, ORL AND0, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC T t` S < AeORATORIE5 GO REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952498.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade @ NW corner of theater FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 1 DESIGN MIX #: P3065Z Reg SAMPLED BY: M. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 50 TRUCK #: 7695 CONCRETE TEMPERATURE: 62 TICKET #: 2669315 WATER ADDED ON SITE: 0 BATCH TIME: 6:52 am SLUMP: 5" TIME SAMPLED: 7:43 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/19/95 3 75000 28.26 2654 D 2 11/23/95 7 84000 28.26 2972 D 3 12/14/95 28 28.26 4 12/14/95 28 28.26 FRACTURE T)QPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RespectfAi 1 y submitted, DISTRIBUTION COPY: Profe ' n 1 Engineering Mr. Jeff Reed Ins i n Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper J Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Joseph F. Mincuzzi, P.E. Vice4 President STATE OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOW TRAIL, SUITE 400-B, ORLAND0, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEw JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952497.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Fill cells @ NE corner 3rd lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/16/95 DESIGN MIX #: Y40CMG PRPM SAMPLED BY: M. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 50 TRUCK #: 4098 CONCRETE TEMPERATURE: 65 TICKET #: 2263618 WATER ADDED ON SITE: 0 BATCH TIME: 7:08 am SLUMP: 7" TIME SAMPLED: 8:00 am AIR(%): LOAD SIZE: 9 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/19/95 3 69500 28.26 2459 D 2 11/23/95 7 74000 28.26 2619 D 3 12/14/95 28 28.26 4 12/14/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar I----------------------------------------------------------------- Respect u ly submitted, Profe s' al Engineering Ins a on Company, Inc. DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jose h F. Mincuzzi, P.E. Vic President STAT8 OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 9 7 S AZT CA80RATORIEs GO FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952512 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 11/16/95 SAMPLED BY: D. Hanson DAY SAMPLED: Thursday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(pcf) COMPACT REQ% STATUS. BUILDING FOUNDATION 1 @ 201E of W. wall 7.1 105.2 103.6 95 PASS Theater 105 2 @ 401E of W. wall 6.1 104.6 103.1 95 PASS Theater 105 3 @ 401E of W. wall 5.5 105.5 103.9 95 PASS Theater 106 4 @ 201E of W. wall 6.2 106.6 105.0 95 PASS Theater 106 Respe f ly submitted, DISTRIBUTION COPY: Prof s al Engineering Mr. Jeff Reed In ion Company, Inc. Mr. Ron Stotser JMr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jos ph F. Mincuzzi, P.E. Vic President STA E OF FLORIDA: Pro essional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY 1[ U 1 L TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC P S 4 480RATORIES r' REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952498.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade @ NW corner of theater FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 1 DESIGN MIX #: P3065Z Reg SAMPLED BY: M. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 50 TRUCK #: 7695 CONCRETE TEMPERATURE: 62 TICKET #: 2669315 WATER ADDED ON SITE: 0 BATCH TIME: 6:52 am SLUMP: 5" TIME SAMPLED: 7:43 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/19/95 3 75000 28.26 2654 D 2 11/23/95 7 28.26 3 12/14/95 28 28.26 4 12/14/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar RespecIsident submitted, DISTRIBUTION COPY: Profes Engineering Mr. Jeff Reed InspCompany, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Josephncuzzi, P.E. Vice P STATE q FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952497.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Fill cells @ NE corner 3rd lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/16/95 DESIGN MIX #: Y40CMG PRPM SAMPLED BY: M. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 50 TRUCK #: 4098 CONCRETE TEMPERATURE: 65 TICKET #: 2263618 WATER ADDED ON SITE: 0 BATCH TIME: 7:08 am SLUMP: 7" TIME SAMPLED: 8:00 am AIR(%): LOAD SIZE: 9 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURED COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/19/95 3 69500 28.26 2459 D 2 11/23/95 7 28.26 3 12/14/95 28 28.26 4 12/14/95 28 28.26 FRACTURE T ES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnart ---------------------------------------------------------------- Respec y submitted, DISTRIBUTION COPY: Profes 1 Engineering Mr. Jeff Reed Insp n Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Josep F. Mincuzzi, P.E. Vice resident STATE OF FLORIDA: Regis ered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLWCo, FL 32809 407)855-4422 (FAX)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 7 f' T s Cq RORATORIES OO REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952426.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Fill cells E. wall to S. wall 2nd lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/13/95 DESIGN MIX #: Y40CMG SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 54 TRUCK #: 022 CONCRETE TEMPERATURE: 84 TICKET #: 2806378 WATER ADDED ON SITE: 0 BATCH TIME: 7:06 am SLUMP: 7 TIME SAMPLED: 7:45 am AIR(%): LOAD SIZE: 9 UNIT WT:. FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/16/95 3 63000 28.26 2229 C 2 11/20/95 7 28.26 3 12/11/95 28 28.26 4 12/11/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar I---------------------------------------------------------------- Respec f y submitted, DISTRIBUTION COPY: Profes i 1 Engineering Mr. Jeff Reed Ins i n Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Josep F. Mincuzzi, P.E. Vice resident STATE OF FLORIDA: Regis ered Professional Engineer Number: 0038162 Regis ered Special Inspector number: 0952 1 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORI.ANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952328.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: N.W. corner fill cells 1st lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/02/95 DESIGN MIX #: Y40CMG SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 86 TRUCK #: 188 CONCRETE TEMPERATURE: 84 TICKET #: 2668866 WATER ADDED ON SITE: 0 BATCH TIME: 10:23 am SLUMP: 9 TIME SAMPLED: 11:10 am AIR(%): LOAD SIZE: 7 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/05/95 3 65500 28.26 2318 D 2 11/09/95 7 28.26 3 11/30/95 28 28.26 4 11/30/95 28 28.26 in FRACTURE TES: A -Cone, B-Cone & Split, C-Cone'& Shear, D-Shear, E-Columnar Respe f submitted, DISTRIBUTION COPY: Profe i Engineering Mr. Jeff Reed Ins c Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jose h F. Mincuzzi, P.E. Vice President STAT OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 11 P ll• S < q BORATORlE5 GO 4 FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952427 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 11/13/95 SAMPLED BY: D. Hanson DAY SAMPLED: Monday PROCTOR l: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(pcf) COMPACT REQ% STATUS. AUDITORIUM 1 110 W. end 4.0 104.6 103.1 95 PASS 2 110 E. end 5.5 103.4 101.9 95 PASS 3 109 W. end 5.4 103.3 101.8 95 PASS 4 109 E. end 5.6 110.0 108.4 95 PASS 5 108 E. end 4.4 107.0 105.4 95 PASS 6 108 W. end 6.8 105.4 103.8 95 PASS Res f lly submitted, DISTRIBUTION COPY: Pro i nal Engineering Mr. Jeff Reed I c 'on Company, Inc. Mr. Mr. Ron Stotser Brian Core Mr. Bob Casper Mr. Richard Gibbs Jos ph F. Mincuzzi, P.E. Vic President STA E OF FLORIDA: Pro essional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALS1 BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952384.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: W. wall to SW corner, fill cells 1st lift FIELD INFORMATION DATE SAMPLED: 11/07/95 SAMPLED BY: D. Hanson SUPPLIER: Florida Rock TRUCK #: 8786 TICKET #• 576189 BATCH TIME: 6:15 am TIME SAMPLED: 7:10 am LOAD SIZE: 10 FIELD REMARKS: FIELD TEST DATA DESIGN MIX°#: 2059 SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 78 CONCRETE TEMPERATURE: 84 WATER ADDED ON SITE: 10 SLUMP: 6 AIR M UNIT WT• LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE] COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(inLL) STRENGTH(psi) FRACTURE STATUS 1 11/10/95 3 86000 28.26 3043 D 2 11/14/95 7 28.26 3 12/05/95 28 28.26 4 12/05/95 28 28.26 FRACTURE TY ES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respec f 1 y submitted, DISTRIBUTION COPY: Profe n 1 Engineering Mr. Jeff Reed Ins i n Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jos h F. Mincuzzi, P.E. Vic President STA E OF FLORIDA: Reg stered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)835-4422 (FAx)855-0021 1-800-688-1786 WEST PALN BEACH FT. LAUDERDALE NEW JERSEY o TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC Y { Cq BpRATO RIE`'GO REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952328.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: N.W. corner fill cells lst lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/02/95 DESIGN MIX #: Y40CMG SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 86 TRUCK #: 188 CONCRETE TEMPERATURE: 84 TICKET #: 2668866 WATER ADDED ON SITE: 0 BATCH TIME: 10:23 am SLUMP: 9 TIME SAMPLED: 11:10 am AIR(%): LOAD SIZE: 7 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 1211 TEST DATE OF AGE FAILURE MEASURED COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/05/95 3 65500 28.26 2318 D 2 11/09/95 7 75000 28.26 2654 D 3 11/30/95 28 28.26 4 11/30/95 28 28.26 FRACTURE TfPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respe tf y submitted, DISTRIBUTION COPY: Prof: al Engineering Mr. Jeff Reed Ins on Company, Inc. Mr. Ron Stotser L Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jose h F. Mincuzzi, P.E. Vice President STAT OF FLORIDA: Regi tered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORL NDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 7 Pt` S CABORATORIEs CO REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: (Building) West Oaks Mall ORDER #: 952383.00 OWNER: Homart Development Company # SETS: 1 CONTRACTOR: Hardin Construction Group, PERMIT No.: 95-06-0024 LOCATION OF POUR: Column Foundation ! H/15, G/15, F/15 FIELD INFORMATION DATE SAMPLED: 11/06/95 SAMPLED BY: M. Hanson SUPPLIER: Rinker TRUCK #: 5617 TICKET #: 2668963 BATCH TIME: 12:58 pm TIME SAMPLED: 1:40 pm LOAD SIZE• 10 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: P3065X SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 88 CONCRETE TEMPERATURE: 88 WATER ADDED ON SITE: 0 SLUMP: 4" AIR M UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/09/95 3 102500 28.26 3627 D 2 11/13/95 7 28.26 3 12/04/95 28 28.26 4 12/04/95 28 28.26 FRACTURE YPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar n Respect lly submitted, DISTRIBUTION COPY: Prof sal Engineering Mr. Paul Montgomery In ion Company, Inc. Mr. Bill Abballe Mr. Jim Holland Mr. Jim Washington Mr. Ed Seikus Mr. Gary Larson Mr. Walid Nannis Jos ph F. Mincuzzi, P.E. Vi a President STA E OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORISNDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952084.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: SE corner to 251W FIELD INFORMATION DATE SAMPLED: 10/11/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 318 TICKET #: 2579713 BATCH TIME: 11:38 am TIME SAMPLED: 12:10 pm LOAD SIZE: 7 FIELD REMARKS: - FIELD TEST DATA DESIGN MIX #: P30652 SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 88 CONCRETE TEMPERATURE: 84 WATER ADDED ON SITE: 0 SLUMP: 5 AIR M UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 10/18/95 7 100000 28.26 3539 D 2 11/08/95 28 120500 28.26 4264 D 3 11/08/95 28 125500 28.26 4441 D PASS 4 11/08/95 28 122000 28.26 4317 D PASS FRACTURE YPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respec lly submitted, DISTRIBUTION COPY: Profoonal Engineering Mr. Jeff Reed In ion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jose h F. Mincuzzi, P.E. Vic President STA E OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PAL.m BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952084.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: SW corner to_25'E FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 10/11/95 DESIGN MIX #: P30652 SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 88 TRUCK #: 884 CONCRETE TEMPERATURE: 85 TICKET #: 2579717 WATER ADDED ON SITE: 0 BATCH TIME: 11:52 am SLUMP: 5 TIME SAMPLED: AIR(%): LOAD SIZE: 7 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 121' TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 10/18/95 7 92500 28.26 3273 D 2 11/08/95 28 127500 28.26 4512 A 3 11/08/95 28 125000 28.26 4423 D PASS 4 11/08/95 28 123500 28.26 4370 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar RefIn lly submitted, DISTRIBUTION COPY: Prnal Engineering Mr. Jeff Reed ion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jo. Mincuzzi, P.E. Visident ST FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PAL.m BEACH FT. LAUDERDALE NEW JERSEY A. PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952398.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Fill cells @ N.E. wall 2nd lift FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/10/95 DESIGN MIX.#: Y40CMG SAMPLED BY: M. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 74 TRUCK #: 8221 CONCRETE TEMPERATURE: 72 TICKET #: 2669126 WATER ADDED ON SITE: 0 BATCH TIME: 6:45 am SLUMP: 7 TIME SAMPLED: 7:20 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 1211 TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/13/95 3 50000 28.26 1769 D 2 11/17/95 7 28.26 3 12/08/95 28 28.26 4 12/08/95 28 28.26 FRACTURE TxPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respe ly submitted, DISTRIBUTION COPY: Proal Engineering Mr. Jeff Reed Ion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs JosMincuzzi, P.E.Vicident STAFLORIDA: Regd Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407) 855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952134.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Column Foundations numbers 60 61 64 & 80 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 10/16/95 DESIGN MIX #: P30652 SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 72 TRUCK #: 847 CONCRETE TEMPERATURE: 85 TICKET #: 2579874 WATER ADDED ON SITE: 0 BATCH TIME: 2:16 pm SLUMP: 5 TIME SAMPLED: 2:50 pm AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE) COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 10/23/95 7 86000 28.26 3043 D 2 11/13/95 28 122000 28.26 4317 D 3 11/13/95 28 127500 28.26 4512 D PASS 4 11/13/95 28 126000 28.26 4459 D PASS FRACTURE TYP S: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respect submitted, DISTRIBUTION COPY: Profess o Engineering Mr. Jeff Reed Insp t'o Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Josep F. Mincuzzi, P.E. Vice resident STATE OF FLORIDA: Regis ered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY I E "I C 0 PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952134.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Column Foundation numbers 67, 66, 65 & 64 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 10/16/95 DESIGN MIX #: P30652 SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 73 TRUCK #: 884 CONCRETE TEMPERATURE: 84 TICKET #: 2579881 WATER ADDED ON SITE: 0 BATCH TIME: 3:56 pm SLUMP: 5 TIME SAMPLED: 4:50 pm AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 10/23/95 7 90000 28.26 3185 D 2 10/23/95 7 129500 28.26 4582 D 3 11/13/95 28 128000 28.26 4529 D PASS 4 11/13/95 28 132500 28.26 4689 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respec y submitted, DISTRIBUTION COPY: Profe al Engineering Mr. Jeff Reed Ins on Company, Inc. Mr. Ron Stotser J Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jose h F. Mincuzzi, P.E. Vice President STAT OF FLORIDA: Regi tered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY UNIVERSAL ENGINEERING SCIENCES Consultants In: Geolechnical Engineering 1 O nftmntal Sciences • Construction Materials Testing Building Department 300 North Park Avenue P.O. Box 1788 Sanford, Florida 32772 Attention: Mr. Gary Winn Reference: United Artists Theatre Seminole Towne Center Seminole County Sanford, Florida Permit No. 95-3144 Dear Mr. Winn: September 13, 1995 Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach We have been selected to provide Threshold Inspection services for the above -referenced projects. Mr. William Worthington will serve as our Threshold Agent with quality assurance inspections made periodically by his supervisor Brian Hammer. Richard Gibbs, P.E. (S. I. No. 0843) will also provide engineering assistance when necessary. The Threshold Agent will provide a written inspection report each day he is on the project. A copy will be available on site. Periodically (usually weekly), a summary report will be forwarded to you. Summary reports include the following: 1. Typed, reviewed, daily reports 2. Concrete and density test result summaries 3. Submittals, when received 4. Special Inspection Log The Special Inspection Log will note any observed vairations from project plans, specifications, Structural Inspection Plan or applicable building codes. The log will also be used to request specific items such as missing submittals. The log is not intended as a final punch list, but rather as a suspense file noting items that we feel require further action. Details for all log items can be found on the daily report referenced. Should you have any questions concerning this or desire additional information, please let me know. WJD:dsc Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. FL Registration No. 13165 Special Inspector No. 0745 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 ENGINEERING SCIENCES Project No. Consultants In: Geotechnical Engineering • Report No. Environmental Sciences • Construction Materials Testing i. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-310®ate: REPORT ON SITE INSPECTION Client: Mark Construction Company Post Office Box 521837 Longwood, Florida 32752 Project: Scope of Field Work: Date Inspected: 15347-009-01 56818 November 10, 1995 International Departures Building, Central Florida Regional Airport, Sanford, Florida P.O. No. 733-104 Concrete Testing Slump and Cast Cylinders November 1, 1995 Inspected By: V. Lane Total Time on Project: 2.0 Hours Inspecting: N/S Travel Time: 2.0 Hours Testing: N/S On November 1, 1995, a representative of Universal Engineering Sciences, Inc. (UES) was present at the above site as requested for concrete testing at 9:30 a.m.. Concrete placement was to begin at 10:00 a.m.. The contractor Advanced Site & Paving) was not finished forming tie beam on Stairwell No. 1 top beam. Contractor informed technician that they would be ready to pour concrete at 12:30 p.m. that same day. Technician was informed at 11:30 a.m.. Concrete had arrived on site at 9:43, in which 90 minutes had elapsed before placement had begun. Concrete truck mixer was still on site when technician left job site. Arrived back on site, new concrete truck arrived and placement went smoothly. Concrete arrived at 1:37 p.m. cc: Client (2)B R P H Architects (1) City of Sanford (1) gil E. epartment Manager Ing Sciences, Inc. V L Project No.: Report No.: Date 1st Issue: ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering - Date 3rd Issue: Environmental Sciences • Construction Materials Testing 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: Mark Construction Company P.O. Box 521837 Longwood, FL 32752 15347-009-01 D952 October 20, 1995 November 10, 1995 Project: International Departures Building, Central Florida Regional Airport, Sanford, FL - P.O. No. 733-104 DESIGN DATA Specified Strength: 4,000 psi at 28 days Mix Design No. YLW4P110 FIELD LAB DATA Date Sampled: 10/11/95 Time Sampled: 5:55 A.M. Sampled By: V.L. Slump: 6 in. Truck No.: 22 Air Content (by volume): N/S % Ticket No.: 2579688 Concrete Temperature: 87 OF Time Batched: 5:31 A.M. No. of Cylinders Cast: 4 Quantity of Load: 110 cu.yds. Ambient Temperature: 76 OF Water Added At Site: N/S gals. Weather Condition: Cloudy Contractor: Advanced Site & Paving Admixture: N/S Supplier: Rinker Materials Location of Placement: Second Level Concourse Slab, Column Line J/C2 to H/C4, Seminole County RESULTS of TESTING Date Tested Age Days Type of Fracture Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) 10/18/95 7 3 28.20 112,000 3,970 11/08/95 28 3 28.03 127,000 4,530 11/08/95 28 3 28.03 127,000 4,530 4,530 H REMARKS This Form Conforms With ASTM C-39 70 cubic yards of 180 cubic yards N M V F [ fl 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold. CB = Corner Break Technician:V.L. cc: Client (2) artment Manager Sciences, Inc. 31 7- VERSAL Project No.: Report No.: Date 1st Issue: hu ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering • Date 3rd Issue: Environmental Sciences - Construction Materials Testing 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: Mark Construction Company P.O. Box 521837 Longwood, FL 32752 15347-009-01 D951 October 20, 1995 November 10, 1995 Project: International Departures Building, Central Florida Regional Airport, Sanford, FL - P.O. No. 733-104 DESIGN DATA Specified Strength: 4,000 psi at 28 days Mix Design No. YLW4P110 Date Sampled: 10/11/95 Time Sampled: 5:00 A.M. Sampled By: V.L. Slump: 6'/2 in. FIELD LAB DATA Truck No.: 310 Air Content (by volume): N/S % Ticket No.: 2579683 Concrete Temperature: 86 OF Time Batched: 4:36 A.M. No. of Cylinders Cast: 4 Quantity of Load: '10 cu.yds. Ambient Temperature: 76 OF Water Added At Site: N/S gals. Weather Condition: Cloudy Contractor: Advanced Site & Paving Admixture: N/S Supplier: Rinker Materials Location of Placement: Second Level Concourse, 5 Lab, Column Line XI/Cl to J8/C4, Seminole County Date Tested Age Days Type of Fracture Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) RESULTS of 10/18/95 7 3 28.20 132,000 4,680 11/08/95 28 3 28.03 156,000 5,570 11/08/95 28 3 28.03 151,500 5,400 5,490 TESTING H REMARKS This Form Conforms With ASTM C-39 120 cubic yards of 180 cubic yards M00M 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician:V.L. cc: Client (2) BE ent Manager ences, Inc. IV SAL Project No.: Report No.: Date 1st Issue: ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering - Date 3rd Issue: Environmental Sciences - Construction Materials Testing Final Issue: 3532 Maggie Blvd. - Orlando, FL 32811 - (407) 423-0504 - FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS 15347-009-01 D942 October 19, 1995 November 10, 1995 Client: Mark Construction Company P.O. Box 521837 Longwood, FL 32752 Project: International Departures Building, Central Florida Regional Airport, Sanford, FL - P.O. No. 733-104 DESIGN DATA Specified Strength: 3,000 psi at 28 days Mix Design No. P3065V FIELD LAB DATA Date Sampled: 10/10/95 Time Sampled: 8:17 A.M. Sampled By: V.L. Slump: 61/2 in. Truck No.: 143 Air Content (by volume): N/S % Ticket No.: 2579667 Concrete Temperature: 86 OF Time Batched: 7:56 A.M. No. of Cylinders Cast: 4 quantity of Load: 110 cu.yds. Ambient Temperature: 76 OF Water Added At Site: N/S gals. Weather Condition: Cloudy Contractor: Advanced Site and Paving Admixture: N/S Supplier: Rinker Materials Location of Placement: Slab/Column Line 13-Q to 14-R RESULTS of TESTING Date Tested Age Days Type of Fracture Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) 10/17/95 7 3 28.08 73,000 2,600 11/07/95 28 3 28.13 102,000 3,630 11/07/95 28 3 28.13 107,000 3,800 3,720 H REMARKS This Form Conforms With ASTM C-39 1 180 cubic yards of 200 cubic yards 011110.110111 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H — Hold, CB = Corner Break Technician:V.L. cc: Client (2) artment Manager Sciences, Inc. M. 1 L Project No.: r" Report No.: Date 1st Issue: ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering - Date 3rd Issue: tu Environmental Sciences - Construction Materials Testing 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: Mark Construction Company P.O. Box 521837 Longwood, FL 32752 15347-009-01 D953 October 20, 1995 November 10, 1995 Project: International Departures Building, Central Florida Regional Airport, Sanford, FL - P.O. No. 733-104 DESIGN DATA Specified Strength: 4,000 psi at 28 days Mix Design No. YLW4P110 FIELD LAB DATA Date Sampled: 10/11/95 Time Sampled: 6:48 A.M. Sampled By: V.L. Slump: 63/4 in. Truck No.: 843 Air Content (by volume): N/S % Ticket No.: 2579693 Concrete Temperature: 88 OF Time Batched: 6:24 A.M. No. of Cylinders Cast: 4 Quantity of Load: 110 cu.yds. Ambient Temperature: 76 OF Water Added At Site: N/S gals. Weather Condition: Cloudy Contractor: Advanced Site & Paving Admixture: N/S Supplier: Rinker Materials Location of Placement: Second Level Concourse Slab, Column Line F/C2 to E/C4, Seminole County Date Tested Age Days Type of Fracture Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) RESULTS of TESTING 10/18/95 7 3 28.20 130,000 4,610 11/08/95 28 3 28.03 156,000 5,570 11/08/95 28 3 28.03 152,000 5,420, 5,500 H REMARKS This Form Conforms With ASTM C-39 1120 cubic yards of 180 cubic yards 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician:V.L. cc: Client (2) partment Manager g Sciences, Inc. M. IVERSA Project No.: Report No.: Date 1st Issue: ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering • Date 3rd Issue: EB Environmental Sciences • Construction Materials Testing Final Issue: 3532 Maggie Blvd. - Orlando, FL 32811 - (407) 423-0504 • FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS 15347-009-01 D 954 October 20, 1995 November 10, 1995 Client: Mark Construction Company P.O. Box 521837 Longwood, FL 32752 Project: International Departures Building, Central Florida Regional Airport, Sanford, FL - P.O. No. 733-104 DESIGN DATA Specified Strength: 4,000 psi at 28 days Mix Design No. YLW4P110 FIELD LAB DATA Date Sampled: 10/11/95 Time Sampled: 8:52 A.M. Sampled By: V.L. Slump: 5 in. Truck No.: 143 Air Content (by volume): N/S % Ticket No.: 2579700 Concrete Temperature: 88 OF Time Batched: 8:28 A.M. No. of Cylinders Cast: 4 Quantity of Load: 110 cu.yds. Ambient Temperature: 80 OF Water Added At Site: N/S gals. Weather Condition: Cloudy Contractor: Advanced Site & Paving Admixture: N/S Supplier: Rinker Materials Location of Placement: Second Level Concourse Slab, Column Line C/C2 to A/C3, Seminole County Date Tested Age Days Type of Fracture Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) RESULTS of TESTING 10/18/95 7 3 28.20 125,500 4,450 11/08/95 28 3 28.03 163,000 5,820 11/08/95 28 3 28.03 151,000 5,390 5,610 H i i i i i i i REMARKS This Form Conforms With ASTM C-39 170 cubic yards of 180 cubic yards 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician:V.L. cc: Client (2) 31 E. partment Manager tg Sciences, Inc. Project No. UNIVERSAL Report No.:: Date 1st Issue: ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering • Date 3rd Issue: Environmental Sciences • Construction Materials Testing Final Issue: 3532 Maggie Blvd. - Orlando, FL 32811 - (407) 423-0504 - FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS 15347-009-01 E153 November 10, 1995 Client: Mark Construction Company Post Office Box 521837 Longwood, Florida 32752 Project: International Departures Building, Central Florida Regional Airport, Sanford, Florida - P.O. No. 733-104 DESIGN DATA Specified Strength: 4,000 Lt-Wt./P-Roc at 28 days Mix Design No. YLW4P110 FIELD LAB DATA Date Sampled: 10-25-95 Time Sampled: 5:18 a.m. Sampled By: VL Slump: 43/4 in. Truck No.: 884 Air Content (by volume): N/S % Ticket No.: 2805732 Concrete Temperature: 83 OF Time Batched: 5:02 a.m. No. of Cylinders Cast: 4 Quantity of Load: 110 cu.yds. Ambient Temperature: 73 OF Water Added At Site: 10 gals. Weather Condition: N/S Contractor: Advanced Site & Paving Admixture: N/S Supplier: Rinker Location of Placement: 2nd Floor Departures, Column Line I-K to 4-N, Sample at 4-Q.5 RESULTS of TESTING Date Tested Age Days Type of Fracture Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) 11-1-95 7 3 28.10 130,000 4,630 11-22-95 28 11-22-95 28 H REMARKS This Form Conforms With ASTM C-39 120 cubic yards of 190 cubic yards IN M V H M 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician:V. Lane cc: Client (2) B R P H Architects (1) City of Sanford (1) gjl artment Manager Sciences, Inc. Project No.: UNIVERSAL Report No.: Date 1st Issue: ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering • Date 3rd Issue: Environmental Sciences • Construction Materials Testing 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: Mark Construction Company Post Office Box 521837 Longwood, Florida 32752 15347-009-01 E154 November 10, 1995 Project: International Departures Building, Central Florida Regional Airport, Sanford, Florida - P.O. No. 733-104 DESIGN DATA Specified Strength: 4,000 Lt-Wt./P-Roc at 28 days Mix Design No. YLW4P110 FIELD LAB DATA Date Sampled: 10-25-95 Time Sampled: 6:04 a.m. Sampled By: VL Slump: 4 in. Truck No.: 318 Air Content (by volume): N/S % Ticket No.: 2805738 Concrete Temperature: 84 OF Time Batched: 5:44 a.m. No. of Cylinders Cast: 4 Quantity of Load: 110 cu.yds. Ambient Temperature: 73 OF Water Added At Site: 10 gals. Weather Condition: P Cloudy Contractor: Advanced Site & Paving Admixture: N/S Supplier: Rinker Location of Placement: 2nd Floor Departures, Column Line I-K to 4-N, Sample at 4-P.5 RESULTS of Date Tested Age Days Type of Fracture Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) 11-1-95 7 3 28.10 108,000 3,840 11-22-95 28 11-22-95 28 TESTING H REMARKS This Form Conforms With ASTM C-39 1 70 cubic yards of 190 cubic yards 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician:V. Lane cc: Client (2) B R P H Architects (1) City of Sanford (1) gJ l 5nveMln erP.E. gDepartment Manager neering Sciences, Inc. Project No.: UNIVERSAL Report No.: Date 1st Issue: ENGINEERING SCIENCES Date end Issue: Consultants In: Geotechnical Engineering - Date 3rd Issue: Environmental Sciences • Construction Materials Testing 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: Mark Construction Company Post Office Box 521837 Longwood, Florida 32752 15347-009-01 E239 November 10, 1995 Project: International Departures Building, Central Florida Regional Airport, Sanford, Florida - P.O. No. 733-104 DESIGN DATA Specified Strength: 3,000 psi at 28 days Mix Design No. Y30LWP FIELD LAB DATA Date Sampled: 10-31-95 Time Sampled: 5:06 a.m. Sampled By: VL Slump: 5 in. Truck No.: 884 Air Content (by volume): N/S % Ticket No.: 2805922 Concrete Temperature: 81 OF Time Batched: 4:56 a.m. No. of Cylinders Cast: 4 Quantity of Load: '10 cu.yds. Ambient Temperature: 68 OF Water Added At Site: 15 gals. Weather Condition: Cloudy Contractor: Advanced Site & Paving Admixture: N/S Supplier: Rinker Location of Placement: 2nd Level, Column Line 3 to 6/K to R (Sample at 4-5, Q-R) RESULTS of TESTING Date Tested Age Days Type of Fracture Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) 11-7-95 7 3 28.13 112,000 3,980 11-28-95 28 11-28-95 28 H REMARKS This Form Conforms With ASTM C-39 20 cubic yards of 190 cubic yards NN M V H M 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician:V. Lane cc: Client (2) B R P H Architects (1) City of Sanford (1) gjl P.E. epartment Manager ing Sciences, Inc. Project No.: UNIVERSAL. Report No.: Date 1st Issue: ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering - Date 3rd Issue: Environmental Sciences - Construction Materials Testing 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: Mark Construction Company Post Office Box 521837 Longwood, Florida 32752 15347-009-01 E284 November 10, 1995 Project: International Departures Building, Central Florida Regional Airport, Sanford, Florida - P.O. No. 733-104 DESIGN DATA Specified Strength: 3,000 Pumpable at 28 days Mix Design No. R4065Z FIELD LAB DATA Date Sampled: 11-1-95 Time Sampled: 1:37 p.m. Sampled By: V. Lane Slump: 51/2 in. Truck No.: 143 Air Content (by volume): N/S % Ticket No.: 2806005 Concrete Temperature: 85 OF Time Batched: 1:17 p.m. No. of Cylinders Cast: 4 Quantity of Load: '10 cu.yds. Ambient Temperature: 87 OF Water Added At Site: 20 gals. Weather Condition: P Cloudy Contractor: Advanced Site & Paving Admixture: N/S Supplier: Rinker Location of Placement: Stairwell No. 1, 3rd Pour Formed Tie Beam RESULTS Date Tested Age Days Type of Fracture Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) 11-8-95 7 3 28.03 96,000 3,420 11-29-95 28 of TESTING 11-29-95 28 H REMARKS This Form Conforms With ASTM C-39 120 cubic yards of 20 cubic yards 11111011111 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician:V. Lane cc: Client (2) B R P H Architects (1) City of Sanford (1) gJ l P.E. Department Manager ring Sciences, Inc. UNIVERSAL Project No. ENGINEERING SCIENCES Report No. Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing Date: 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 - FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Mark Construction P. O. Box 521837 Longwood, Florida 32752 15347-009-01 57005 November 13, 1995 Project: International Departures Building, Central Florida Regional Airport, Sanford, FL - P.O. No. 733-104 Scope of Field Work: A325 3/4 Inch Diameter and 1'/4 Inch Diameter Bolted Connections Tension Inspection Date Inspected: 11-9-95 Inspected By: Ken Carlton Travel Time: N/S Total Time on Project: 2 Hours Inspecting: N/S Testing: N/S On November 9, 1995, a representative of Universal Engineering Sciences, Inc. (UES) was present at the above project site as requested to perform the referenced work. A325 Bolt The A325 3/4 inch and 11/4 inch diameter bolted connections were tested for required tension in accordance with AISC Table 4 requirements. The areas tested were Column Line 6-11, M-S First Floor and Column Lines 3-6, M-S Second Floor. The connections tested were found to meet or exceed the minimum requirements. cc: Client (2) by artment Manager Sciences, Inc. 7 Project No.: UNIVERSALReport No.: Date 1st Issue: ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering • Date 3rd Issue: Environmental Sciences • Construction Materials Testing 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: Mark Construction Company Post Office Box 521837 Longwood, Florida 32752 15347- 009-01 E240 November 10, 1995 Project: International Departures Building, Central Florida Regional Airport, Sanford, Florida - P.O. No. 733-104 DESIGN DATA Specified Strength: 3,000 psi at 28 days Mix Design No. Y30LWP Date Sampled: 10-31-95 Time Sampled: 6:09 a.m. Sampled By: VL Slump: 43/4 in. FIELD Truck No.: 843 Air Content (by volume): N/S % LAB DATA Ticket No.: 2805927 Concrete Temperature: 82 OF Time Batched: 5:46 a.m. No. of Cylinders Cast: 4 Quantity of Load: 110 cu.yds. Ambient Temperature: 68 OF Water Added At Site: 20 gals.. Weather Condition: Cloudy Contractor: Advanced Site & Paving Admixture: N/S Supplier: Rinker Location of Placement: 2nd Level, Column Line 3 to 6/K to R (Sample at 4 to 6/N.S to P) Date Tested Age Days Type of Fracture Test Specimen X- Sect. Area (in.) Max. Compressive Load ( lbs.) Test Compressive Strength ( psi) Average (psi) RESULTS of TESTING 11- 7-95 7 3 28.13 99,000 3,520 11- 28-95 28 11- 28-95 28 H REMARKS This Form Conforms With ASTM C-39 70 cubic yards of 190 cubic yards 11111. 6,110111 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician: V. Lane cc: Client (2) B R P H Architects (1) City of Sanford (1) gil er, P.E. I - Department Manager eering Sciences, Inc. V E SA L Project No.: Report No.: Date 1st Issue: ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering • Date 3rd Issue: Environmental Sciences • Construction Materials Testing 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: Mark Construction Company Post Office Box 521837 Longwood, Florida 32752 15347-009-01 E241 November 10, 1995 Project: International Departures Building, Central Florida Regional Airport, Sanford, Florida - P.O. No. 733-104 DESIGN DATA Specified Strength: 3,000 psi at 28 days Mix Design No. Y30LWP Date Sampled: 10-31-95 Time Sampled: 8:09 a.m. FIELD Sampled By: VL Slump: 4'/2 in. Truck No.: 843 Air Content (by volume): N/S % LAB DATA Ticket No.: 2805935 Concrete Temperature: 82 OF Time Batched: 7:57 a.m. No. of Cylinders Cast: 4 Quantity of Load: 110 cu.yds. Ambient Temperature: 76 OF Water Added At Site: N/S gals. Weather Condition: Cloudy Contractor: Advanced Site & Paving Admixture: N/S Supplier: Rinker Location of Placement: 2nd Level Column Line 3 to 6/K to R (Sample at 3 to 4/1- to M) Date Tested Age Days Type of Fracture Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) RESULTS of TESTING 11-7-95 7 3 28.13 119,000 4,230 11-28-95 28 11-28-95 28 H REMARKS This Form Conforms With ASTM C-39 1120 cubic yards of 190 cubic yards m1willil 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician:V. Lane cc: Client (2) B R P H Architects (1) City of Sanford (1) gil E. lepartment Manager ing Sciences, Inc. UNIVERSAL Project No.: Report No.: Date 1st Issue: ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering • Date 3rd Issue: EDEnvironmental Sciences • Construction Materials Testing 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: Mark Construction Company Post Office Box 521837 Longwood, Florida 32752 15347-009-01 E242 November 10, 1995 Project: International Departures Building, Central Florida Regional Airport, Sanford, Florida - P.O. No. 733-104 DESIGN DATA Specified Strength: 3,000 psi at 28 days Mix Design No. Y30LWP FIELD Date Sampled: 10-31-95 Time Sampled: 9:39 a.m. Sampled By: VL Slump: 4 in. Truck No.: 143 Air Content (by volume): N/S % LAB DATA Ticket No.: 2805945 Concrete Temperature: 82 OF Time Batched: 9:25 a.m. No. of Cylinders Cast: 4 Quantity of Load: 110 cu.yds. Ambient Temperature: 81 OF Water Added At Site: 7 gals. Weather Condition: N/S Contractor: Advanced Site & Paving Admixture: N/S Supplier: Rinker Location of Placement: 2nd Level, Column Line 3 to 6/K to R (Sample at 4 to S/K to L) RESULTS of TESTING Date Tested Age Days Type of Fracture Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) 11-7-95 7 3 28.13 78,500 2,790 11-28-95 28 11-28-95 28 H REMARKS This Form Conforms With ASTM C-39 170 cubic yards of 190 cubic yards O f11 1 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician:V. Lane cc: Client (2) B R P H Architects (1) City of Sanford (1) gjl Fred P.E. Materi st Department Manager Ivers ng a ring Sciences, Inc. Project No.: UNIVERSAL Report No.: Date 1st Issue: ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering - Date 3rd Issue: Environmental Sciences - Construction Materials Testing 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: Mark Construction Company P.O. Box 521837 Longwood, FL 32752 15347-009-01 D939 October 19, 1995 November 10, 1995 Project: International Departures Building, Central Florida Regional Airport, Sanford, FL - P.O. No. 733-104 DESIGN DATA Specified Strength: 3,000 psi at 28 days Mix Design No. P3065V FIELD LAB DATA Date Sampled: 10/10/95 Time Sampled: 5:00 P.M. Sampled By: Vern Lane Slump: 5'/2 in. Truck No.: 310 Air Content (by volume): N/S % Ticket No.: 2579646 Concrete Temperature: 84 OF Time Batched: 4:35 P.M. No. of Cylinders Cast: 4 Quantity of Load: 110 cu.yds. Ambient Temperature: 75 OF Water Added At Site: 10 gals. Weather Condition: Cloudy Contractor: Advanced Site and Paving Admixture: N/S Supplier: Rinker Material Location of Placement: Slab column line 5-R to 5.5-S Date Tested Age Days Type of Fracture Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) RESULTS of TESTING 10/17/95 7 3 28.08 76,000 2,710 11/07/95 28 3 28.13 134,500 4,780 11/07/95 28 3 28.13 101,000 3,590 4,190 H REMARKS This Form Conforms With ASTM C-39 10 cubic yards of 200 cubic yards VMAI M, V H. D 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician:V.L. cc: Client (2) City of Sanford (1) B.R.P.H. Architects (1) gjl E. epartment Manager ng Sciences, Inc. Project No.: UNIVERSAL Report No.: ENGINEERING SCIENCES Date 1st Issue: Date 2nd Issue: Consultants In: Geotechnical Engineering • Date 3rd Issue: Environmental Sciences • Construction Materials Testing Final Issue: 3532 Maggie Blvd. - Orlando, FL 32811 - (407) 423-0504 • FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS 15347-009-01 D940 October 19, 1995 November 10, 1995 Client: Mark Construction Company P.O. Box 521837 Longwood, FL 32752 Project: International Departures Building, Central Florida Regional Airport, Sanford, FL - P.O. No. 733-104 DESIGN DATA Specified Strength: 3,000 psi at 28 days Mix Design No. P3065V FIELD LAB DATA Date Sampled: 10/10/95 Time Sampled: 5:52 A.M. Sampled By: V.L. Slump: 6 in. Truck No.: 28 Air Content (by volume): N/S % Ticket No.: 2579651 Concrete Temperature: 86 OF Time Batched: 5:35 A.M. No. of Cylinders Cast: 4 Quantity of Load: 110 cu.yds. Ambient Temperature: 75 OF Water Added At Site: 15 gals. Weather Condition: N/S Contractor: Advanced Site & Paving Admixture: N/S Supplier: Rinker Materials Location of Placement: Slab/Column Line 7-R to 8-S Date Tested Age Days Type of Fracture Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) 10/17/95 7 3 28.08 71,000 2,530 RESULTS of TESTING 11/07/95 28 3 28.13 100,000 3,550 11/07/95 28 3 28.13 102,000 3,630 3,590 H i i i i i i REMARKS This Form Conforms With ASTM C-39 160 cubic yards of 200 cubic yards 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician:V.L. cc: Client (2) City of Sanford (1) B.R.P.H.Architects(1) gll D.E. epartment Manager ing Sciences, Inc. Project No.: UNIVERSAL Report No.: Date 1st Issue: ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering • Date 3rd Issue: Environmental Sciences - Construction Materials Testing 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: Mark Construction Company P.O. Box 521837 Longwood, FL 32752 15347-009-01 D941 October 19, 1995 November 10, 1995 Project: International Departures Building, Central Florida Regional Airport, Sanford, FL - P.O. No. 733-104 DESIGN DATA Specified Strength: 3,000 psi at 28 days Mix Design No. P3065V FIELD Date Sampled: 10/10/95 Time Sampled: 7:00 A.M. Sampled By: V.L. Slump: 51/2 in. Truck No.: 765 Air Content (by volume): N/S % LAB DATA Ticket No.: 2579658 Concrete Temperature: 85 OF Time Batched: 6:40 A.M. No. of Cylinders Cast: 4 quantity of Load: 110 cu.yds. Ambient Temperature: 77 OF Water Added At Site: N/S gals. Weather Condition: Cloudy Contractor: Advanced Site & Paving Admixture: N/S Supplier: Rinker Materials Location of Placement: Slab/Column Line 10-R to 11-S RESULTS of TESTING Date Tested Age Days Type of Fracture Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) 10/17/95 7 3 28.08 82,000 2,920 11/07/95 28 3 28.13 107,000 3,800 11/07/95 28 3 28.13 113,500 4,030 3,920 H REMARKS This Form Conforms With ASTM C-39 20 cubic yards of 200 cubic yards 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician:V.L. cc: Client (2) City of Sanford (1) B.R.P.H. Architects(1) gj I E. epartment Manager ng Sciences, Inc. Project No.: 15347-009-01 UNIVERSALReport No.: D922 Date 1st Issue: October 16, 1995 ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering • Date 3rd Issue: Environmental Sciences • Construction Materials Testing Final Issue: November 10, 1995 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mark Construction Company P.O. Box 521837 Longwood, Florida 32752 Project: International Departures Building, Central Florida Regional Airport, Sanford, FL - P.O. No. 733-104 DESIGN DATA Specified Strength: 3000 psi at 28 days Mix Design No. P3065V FIELD LAB DATA Date Sampled: 10/06/95 Time Sampled: 11:08 A.M. Sampled By: ALRM Slump: 31/2 in. Truck No.: 765 Air Content (by volume): 0 - % Ticket No.: 2579568 Concrete Temperature: 90 OF Time Batched: 10:45 A.M. No. of Cylinders Cast: 4 Quantity of Load: 3 cu.yds. Ambient Temperature: 88 OF Water Added At Site: - 0 - gals. Weather Condition: Partly Cloudy Contractor: Advance Site & Paving Admixture: 0 - Supplier: Rinker Material Location of Placement: Column line Q.5/17 - 18 Q18 RESULTS of TESTING Date Tested Age Days Type of Fracture Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) 10/13/95 7 3 28.16 85,000 3,020 11 /03/95 28 3 28.14 117,000 4,160 11/03/95 28 3 28.14 117,500 4,180 4,170 H REMARKS This Form Conforms With ASTM C-39 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician:AR cc: Client (2) B.R.P.H. Architects (1) City of Sanford (1) Rinker (1) gi l artment Manager Sciences, Inc. PfEI.0 sly REPORT;OF COMPRESSIVE PROFESSIONAL ENGINEERING AND INSPECTION COMP CI l k V STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952214.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 INC LOCATION OF POUR: Column Pads 34 27 35 37 45 52 83 36 44 86 82 8. FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 10/23/95 DESIGN MIX #: R4065Z SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 87 TRUCK #: 780 CONCRETE TEMPERATURE: 84 TICKET #: 2805691 WATER ADDED ON SITE: 0 BATCH TIME: 2:46 pm SLUMP: 5 TIME SAMPLED: 3:15 pm AIR(%): LOAD SIZE: 7.5 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 121' TEST DATE OF AGE FAILURE MEASURED COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 10/30/95 7 112500 28.26 3981 D 2 11/20/95 28 28.26 3 11/20/95 28 28.26 4 11/20/95 28 28.26 FRACTURE 'TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respe f ly submitted, DISTRIBUTION COPY: Pro; stered al Engineering Mr. Jeff Reed I'on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jos Mincuzzi, P.E. Vicident STAFLORIDA: Reg Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY DCVO D . TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC d. r s 4480RATORIE5 00 REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952082.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: N/A LOCATION OF POUR: Continuous Foundation NE corner .to 501S of NE corner FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 10/06/95 DESIGN MIX #: P30652 SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 88 TRUCK #: 3118 CONCRETE TEMPERATURE: 86 TICKET #: 2579560 WATER ADDED ON SITE: 0 BATCH TIME: 9:15 am SLUMP: 3 TIME SAMPLED: 10:45 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURER COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(inLL) STRENGTH(psi) FRACTURE STATUS 1 10/13/95 7 102500 28.26 3627 D 2 11/03/95 28 125000 28.26 4423 D 3 11/03/95 28 126500 28.26 4476 D PASS 4 11/03/95 28 125500 28.26 4441 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respec ly submitted, DISTRIBUTION COPY: Profe al Engineering Mr. Jeff Reed Ins on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jose h F. Mincuzzi, P.E. Vice President STAT OF FLORIDA: Regi tered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC P S tARORATOAIES C04 FIELD _DEl`1SITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952083.01 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 10/9/95 SAMPLED BY: D.Hanson DAY SAMPLED: Monday PROCTOR 1: 142.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(pcf) COMPACT REQ% STATUS. CONTINUOUS FOUNDATION 1 @ 501N & 101E 7.7 97.1 95.7 95 PASS of SW corner 2 @ 501N of SW corner 6.9 97.0 95.6 95 PASS 3 @ 251N of SW corner 7.9 97.4 96.0 95 PASS 4 @ SW corner 6.8 97.4 96.0 95 PASS 5 @ 251E of SW corner 7.2 96.9 95.5 95 PASS 6 @ 501E of SW corner 7.1 98.2 96.7 95 PASS 7 @ 751E of SW corner 4.6 104.7 103.2 95 PASS 8 @ 201E of test #7 8.6 100.5 99.0 95 PASS 9 @ 101S of test #8 8.3 101.0 99.5 95 PASS 10 @ "0'E of test #9 12.4 98.8 97.3 95 PASS 11 101E of test #10 5.3 102.4 100.9 95 PASS Jeff -Reed Respe t ly submitted, DISTRIBUTION COPY: Profe al Engineering Mr. Ins on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard. Gibbs Jose h F. Mincuzzi, P.E. Vice President STAT OF FLORIDA: Prof ssional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM Aqw PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC el 111 S C9g0RATORIE5 GU 4 FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952083.02 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 10/9/95 SAMPLED BY: D.Hanson DAY SAMPLED: Monday PROCTOR 1: 142.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(pcf) COMPACT REQ% STATUS. CONTINUOUS FOUNDATION 12 @ SE corner 7.1 99.4 97.9 95 PASS 13 @ 151N of test #12 4.7 105.9 104.3 95 PASS 14 @ 301N of test # 13 6.3 102.7 101.2 95 PASS 15 @ 101E of test #14 6.1 102.0 100.5 95 PASS 16 @ 201N of test #15 7.3 103.2 101.7 95 PASS 17 @ 201N of test #16 6.4 101.6 100.1 95 PASS 18 @ 251W of test #17 5.2 102.0 100.5 95 PASS 19 @ 251W of test #18 9.4 103.1 101.6 95 PASS Rest ly submitted, JEOF DISTRIBUTION COPY: Pros al Engineering Mr. Jeff Reed Ia on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jos F. Mincuzzi, P.E. Vicresident STA FLORIDA: Prosional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY QOQO TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC G apS LABORATORIES COS FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952081 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 10/5/95 SAMPLED BY: D. Hanson DAY SAMPLED: Thursday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION' DENSITY % MOIST DRY(pcf) COMPACT REQ% STATUS. 1 Continuous Foundation 6.0 98.6 97.1 95 PASS @ 251S of NW corner 2 251S of test #1 5.5 97.8 96.4 95 PASS 3 101 E of test #2 5.8 100.4 98.9 95 PASS 4 301S of test # 3 5.6 98.7 97.2 95 PASS 5 101E of test # 4 5.1 98.4 96.9 95 PASS 6 301S of test # 5 5.1 99.6 98.1 95 PASS 7 301S of test #6 4.5 100.6 99.1 95 PASS 8 101W of test #7 4.2 99.6 98.1 95 PASS 9 2015 of test #8 5.7 97.0 95.6 95 PASS Respec f y submitted, Profe al Engineering DISTRIBUTION COPY: Richard Hartline In a on Company, Inc. Stephen Ondrick Josep M' zi, P.E. Vic' r sident STAT OF FLORIDA: Prof ssional Engineer No. 0038162 Prof ssional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC P s < q RORATO RIES C0 4 FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952180 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 10/16/95 SAMPLED BY: D. Hanson DAY SAMPLED: Monday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9. SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(pcf) COMPACT REQ% STATUS. COLUMN FOUNDATION 1 @ 81 8.1 97.3 95.9 95 PASS 2 @ 38 6.3 102.3 100.8 95 PASS 3 @ 37 7.2 100.9 99.4 95 PASS 4 @ 35 7.9 98.6 97.1 95 PASS 5 @ 34 8.5 101.7 100.2 95 PASS 6 Elevator Pad 8.7 99.9 98.4 95 PASS Rully submitted, DISTRIBUTION COPY: Ponal Engineering Mr. Jeff Reed e tion Company, Inc. Mr. Ron Stotser Mr. Brian Core Is Mr. Bob Casper Mr. Richard Gibbs Jh F. Mincuzzi, P.E. VPresident SOF FLORIDA: Pssional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407) 855-4422 ( FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDPRDALE NEW JERSEY DC 00 TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 9 P s CABORATORIBS 00 4 REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952134.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Column Foundations numbers 60 61 64 & 80 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 10/16/95 DESIGN MIX #: P30652 SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 72 TRUCK #: 847 CONCRETE TEMPERATURE: 85 TICKET #: 2579874 WATER ADDED ON SITE: 0 BATCH TIME: 2:16 pm SLUMP: 5 TIME SAMPLED: 2:50 pm AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURED COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 10/23/95 7 86000 28.26 3043 D 2 11/13/95 28 28.26 3 11/13/95 28 28.26 4 11/13/95 28 28.26 FRACTURE (TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Respec lly submitted, DISTRIBUTION COPY: Prof s nal Engineering Mr. Jeff Reed I p c ion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jos ph F. Mincuzzi, P.E. Vi a President ST TE OF FLORIDA: Re Vile Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLINDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. L.AUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC s tABpRATOR1Es CO 4 REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952134.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp--PERMIT-No.: 95-3144 -- --- --- - -- LOCATION OF POUR: Column Foundation numbers 67, 66, 65 & 64 FIELD INFORMATION DATE SAMPLED: 10/16/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 884 TICKET #: 2579881 BATCH TIME: 3:56 Pm TIME SAMPLED: 4:50 pm LOAD SIZE• 10 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: P30652 SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 73 CONCRETE TEMPERATURE: 84 WATER ADDED ON SITE: 0 SLUMP: 5 AIR M UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 10/23/95 7 90000 28.26 3185 D 2 10/23/95 7 28.26 3 11/13/95 28 28.26 4 11/13/95 28 28.26 FRACTURE YPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respe lly submitted, DISTRIBUTION COPY: Prof nal Engineering Mr. Jeff Reed In ion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jos ph F. Mincuzzi, P.E. Vic President STA E OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 9 S Z4 RORATO RIES GO 4 REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952082.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: N/A LOCATION OF POUR: Continuous Foundation NE corner oto 501S of NE corner FIELD INFORMATION DATE SAMPLED: 10/06/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 3118 TICKET #: 2579560 BATCH TIME: 9:15 am TIME SAMPLED: 10:45 am LOAD SIZE: 10 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: P30652 SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 88 CONCRETE TEMPERATURE: 86 WATER ADDED ON SITE: 0 SLUMP: 3 AIR M : UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 121' TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 10/13/95 7 102500 28.26 3627 D 2 11/03/95 28 28.26 3 11/03/95 28 28.26 4 11/03/95 28 28.26 FRACTURE YPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Resp lly submitted, DISTRIBUTION COPY: Prof nal Engineering Mr. Jeff Reed In tion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jos ph F. Mincuzzi, P.E. Vic President ST E OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 4z-- REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952084.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: SE corner to 251W FIELD INFORMATION DATE SAMPLED: 10/11/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 318 TICKET #: 2579713 BATCH TIME: 11:38 am TIME SAMPLED: 12:10 pm LOAD SIZE• 7 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: P30652 SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 88 CONCRETE TEMPERATURE: 84 WATER ADDED ON SITE: 0 SLUMP: 5 AIR M UNIT WT- LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 10/18/95 7 100000 28.26 3539 D 2 11/08/95 28 28.26 3 11/08/95 28 28.26 4 11/08/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respe t ly submitted, DISTRIBUTION COPY: Profe s al Engineering Mr. Jeff Reed Ins ion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jose h F. Mincuzzi, P.E. Vic President STA E OF FLORIDA: Reg stered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY A VEE TM d: PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC y p Ts 49BORATORIES CO 4 REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952084.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT..No.:. 95-3144 LOCATION OF POUR: SW corner to 251E FIELD INFORMATION DATE SAMPLED: 10/11/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 884 TICKET #: 2579717 BATCH TIME: 11:52 am TIME SAMPLED: LOAD SIZE• 7• FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: P30652 SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 88 CONCRETE TEMPERATURE: 85 WATER ADDED ON SITE: 0 SLUMP: 5 AIR M UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 1211 TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 10/18/95 7 92500 28.26 3273 D 2 11/08/95 28 28.26 3 11/08/95 28 28.26 4 11/08/95 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Resp lly submitted, DISTRIBUTION COPY: Prof nal Engineering Mr. Jeff Reed I ion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jos ph F. Mincuzzi, P.E. Vic President ST E OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing. Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDD, FL .32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY 0 TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 9 T s tARORATORIEs r FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952133.01 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 10/13/95 SAMPLED BY: M. Hanson DAY SAMPLED: Friday PROCTOR 1: 143.01, MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(pcf) COMPACT REO% STATUS. COLUMN FOUNDATION 1 @ 90 7.4 101.0 99.5 95 PASS 2 @ 84 6.6 101.5 100.0 95 PASS 3 @ 36 7.5 103.1 101.6 95 PASS 4 @ 82 9.6 102.5 101.0 95 PASS 5 @ 83 8.7 103.7 102.2 95 PASS 6 @ 27 7.9 102.3 100.8 95 PASS 7 @ 28 13.6 105.1 103.5 95 PASS 8 @ 29 15.2 100.2 98.7 95 PASS 9 @ 30 5.4 100.5 99.0 95 PASS 10 @ 18 5.6 99.5 98.0 95 PASS 11 @ 79 6.1 98.1 96.7 95 PASS 12 @ 15 8.7 103.6 102.1 95 PASS Respe lly submitted, DISTRIBUTION COPY: Prof nal Engineering Mr. Jeff Reed In ion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jos ph F. Mincuzzi, P.E. Vic President STA E OF FLORIDA: Pro essional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY o 0 TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 9 P S ` 9gORATORIE5 OO a FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952133.02 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 10/13/95 SAMPLED BY: M. Hanson DAY SAMPLED: Friday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(pcf) COMPACT REQ% STATUS. COLUMN FOUNDATION 13 @ 14 9.7 103.4 101.9 95 PASS 14 @ 13 7.1 101.5 100.0 95 PASS Re E tfully submitted, DISTRIBUTION COPY: Pr E Eional Engineering Mr. Jeff Reed E ection Company, Inc. Mr. Ron Stotser J Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jo eph F. Mincuzzi, P.E. Vi a President ST TE OF FLORIDA: Pr fessional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM EL C&,F3QM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 9 tt P4s Cg ORATORIO OO FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952133.03 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 10/13/95 SAMPLED BY: M. Hanson DAY SAMPLED: Friday PROCTOR l: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(pcf) COMPACT REQ% STATUS. COLUMN FOUNDATION 1 @ 67 6.2 101.6 100.1 95 PASS 2 @ 66 6.4 99.6 98.1 95 PASS 3 @ 65 11.9 103.7 102.2 95 PASS 4 @ 64 8.8 108.1 106.5 95 PASS 5 @ 80 3.9 102.3 100.8 95 PASS 6 @ 61 12.4 105.5 103.9 95 PASS 7 @ 60 14.1 105.0 103.4 95 PASS 8 @ 59 13.5 106.1 104.5 95 PASS 9 @ 54 14.5 104.4 102.9 95 PASS 10 @ 53 4.3 100.3 98.8 95 PASS 11 @ 48 14.1 103.5 102.0 95 PASS 12 @1 47 5.7 105.7 104.1 95 PASS Respec lly submitted, DISTRIBUTION COPY: Pro s' nal Engineering Mr. Jeff Reed I tion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jos ph F. Mincuzzi, P.E. Vi a President ST TE OF FLORIDA: Pr essional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 9 P 8 Cq BORATORIES Co FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952133.04 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 10/13/95 SAMPLED BY: D. Hanson DAY SAMPLED: Friday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(pcf) COMPACT REQ% STATUS. COLUMN FOUNDATION 13 @ 51 7.4 101.5 100.0 95 PASS 14 @ 52 8.6 102.8 101.3 95 PASS 15 @ 86 6.8 103.5 102.0 95 PASS 16 @ 87 7.5 100.3 98.8 95 PASS 17 @ 89 6.8 104.0 102.5 95 PASS 18 @ 85 7.1 101.8 100.3 95 PASS ResfiDe t ully submitted, DISTRIBUTION COPY: Prc e s onal Engineering Mr. Jeff Reed I s tion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jo eph F. Mincuzzi, P.E. Vi a President ST TE OF FLORIDA: Professional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC y 4S tABORATORIEs GO FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952133.05 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE: 10/13/95 SAMPLED BY: D. Hanson DAY SAMPLED: Friday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(pcf) COMPACT REO% STATUS. COLUMN FOUNDATION 19 @ 44 5.6 103.6 102.1 95 PASS 20 @ 45 4.7 99.0 97.5 95 PASS 21 @ 43 3.6 102.6 101.1 95 PASS 22 @ 46 5.6 100.5 99.0 95 PASS 23 @ 42 4.6 102.3 100.8 95 PASS 24 @ 39 5.3 102.7 101.2 95 PASS 25 @ 40 6.5 96.5 95.1 95 PASS 26 @ 17 8.4 102.8 101.3 95 PASS 27 @ 16 9-5 105.7 104.1 95 PASS 28 @ 22 9.5 107.2 105.6 95 PASS 29 @ 12 7.6 100.3 98.8 95 PASS 30 21 4.5 100.1 98.6 95 PASS Res a ully submitted, DISTRIBUTION COPY: Pro onal Engineering Mr. Jeff Reed I tion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jo eph F. Mincuzzi, P.E. Vi a President ST TE OF FLORIDA: Pr fessional Engineer No. 0038162 Professional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALF.. NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC y Fs CA8()RATOR10 ro FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952133.06 OWNER: United Artists PERMIT #: 95-3144 CONTRACTOR: Vratsinas Construction Company DATE.: 10/13/95 SAMPLED BY: D. Hanson DAY SAMPLED: Friday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(pcf) COMPACT REO% STATUS. COLUMN FOUNDATION 31 @ 88 8.8 105.7 104.1 95 PASS Resp f lly submitted, DISTRIBUTION COPY: Pro 'oval Engineering Mr. Jeff Reed I tion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Jos ph F. Mincuzzi, P.E. Vi President ST E OF FLORIDA: Pr essional Engineer No. 0038162 Pro essional Special Inspector No. 0952 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407)855-4422 (FAx)855.0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC PROCTOR COMPACTION TEST ORDER #: 951937.00 OWNER: /^ United Artist - S, PROJECT --56rn if—o- ~ Theater LOCATION: Sanford, FL PERMIT #• N/A DATE: 09/21/95 SAMPLED BY: D.Hanson TESTED BY: D.Hanson SOIL DESCRIPTION: Grey Sand TEST RESULTS PERCENT MOISTURE DRY DENSITY WET DENSITY 4.2 7.1 9.9 12.0 96.4 100.4 99.0 101.5 101.3 106.0 This Proctor Compaction Test was in accordance with A.A.S.H.T.O. standard methods of test for the Moisture Density Relations of soil using a 10 pound rammer and an 18 inch drop, A.A.S.H.T.O. designation T-180. OPTIMUM MOISTURE 9.9 % MAXIMUM DRY DENSITY 101.5 PCF 9 8% DRY DEN ITY 99.5 95% DRY D ITY 96.4 Respec 1 submitted, Profes Engineering Insp n Company, Inc. Josep F. Mincuzzi, P.E. Vice resident STATE OF FLORIDA: Reg. rofessional Engineer 0038162 Reg. Special Inspector 0952 mis. trp\ procto r. 000\ 143.01 D 102 R Y D 100 E N 1 98 Y C F MOISTURE CONTENT o 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-13, ORLANDO, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY D 00 TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC P S 49RORATORIBS GO 4 FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 952025 OWNER: United Artists PERMIT #: N/A CONTRACTOR: Vratsinas Construction Company DATE: 10/4/95 SAMPLED BY: D. Hanson DAY SAMPLED: Wednesday PROCTOR l: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: C%•0 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(pcf) COMPACT REQ% STATUS. CONTINUOUS FOUNDATION 1 @ NW corner of building 5.0 100.2 98.7 95 PASS 2 301E of test #1 10.5 101.0 99.5 95 PASS i 3 301E of test 42 8.8 103.4 101.9 95 PASS 4 101N of test #3 4.8 103.0 101.5 95 PASS I 5 301E of test #4 5.5 102.2 100.7 95 PASS 6 301E of test #5 4.8 104.6 103.1 95 PASS 7 301S of test #6 4.3 103.1 101.6 95 PASS 8 101E of test #7 4.9 103.9 102.4 95 PASS 9 361S of test #8 5.1 104.3 102.8 95 PASS 10 451W of test #9 4.5 102.7 101.2 95 PASS Respect ubmitted, Profesgineeringtdn DISTRIBUTION COPY: Richard Hartline Inspmpany, Inc. Stephen Ondrick Joseph zzi, P.E. ViceP e STAT F FLORIDA: Profe sional Engineer No. 0038162 Profe sional Special Inspector No. 0952 i 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLANDO, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PAum BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC y p' T s LABORATORIES C04, FIELD DENSITY TEST REPORT PROJECT: Seminole Theater ORDER #: 951888 OWNER: United Artists PERMIT #: N/A CONTRACTOR: Vratsinas Construction Co. DATE: 9/21/95 - SAMPLED BY: D. Hanson DAY SAMPLED: Thursday PROCTOR 1: 143.01 MAX DRY DEN: 101.5 OPT MOIST CONT: 9.9 SOIL DESCRIPTION: Grey Sand TEST TEST LOCATION DENSITY % MOIST DRY(pcf) COMPACT REO% STATUS. 1 Center of Building Pad 5.2 107.7 106.1 95 PASS. 2 SE Corner of Building 3.6 98.0 96.6 95 PASS 3 SW Corner of Building 3.4 103.1 101.6 95 PASS 4 NW Corner of Building 3.5 103.1 101.6 95 PASS 5 NE Corner of Building 3.7 101.5 100.0 95 PASS 6 251E of Center 5.0 98.5 97.0 95 PASS 7 251W of Center 5.2 102.4 100.9 95 PASS Respe f y submitted, Profe i 1 Engineering Ins e n Company, Inc. DISTRIBUTION COPY: Richard Hartline Stephen Ondrick Josep cuzzi, P.E. vice r sident STAT OF FLORIDA: Prof ssional Engineer No. 0038162 Prof ssional Special Inspector No. 0952 6220 S. ORANGE BLossoM TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY CITY OF SANFORD. FLORIDA PERMIT NO. `( " ` DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK:` OWNER'S NAME _d ADDRESS OF/ J0B _ '` ° IF /P PLUMBING CONTRS Res. _ Comm. Subject to rules ind ege'Aations of Sanford plumbing code. Residential: I Number Alteration, Addition, Repair I Amount New Residential: One Water Closet I Additional Water Closet Commercial: Fixtures. Floor Drain, Trap— ewerr Water Piping 3 Gas Piping— Factory -built housing Mobile Home Application Fee F;;o Minimum Commercial Permit: $25. oo Total Matter Plumber COMPETENCY CARD NO. CITY /OF SANFORD, FLORIDA PERMIT NO. DATE d ' Z J y5 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME Una y i L l; t 1 - i eai-f 5 ADDRESS OF JOB q3O --TWn e2/t re Or/e ELEC. CONTRj2:')- c-1 & r 2 ec4Q" Residential Non-residential_ Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair Change f Service Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101-200 AmR Service 201 Amp and above New Commercial JZoo Amp Service Application Fee I' I TOTAL II By signing this application I am stating I will he in compliance with the NEC includin Article 110, Section 110-9 and 110 10. Building Official Ma:fer Eleelrieian STATE COMPETENCY NOC1L- oot3zG Try-Cor Electric, Inc. ELECTRICAL CONTRACTORS P.O. BOX 580234 ORLANDO, FLORIDA 32858 407) 839-4699 FAX (407) 839-3994 AUTHORIZED SIGNATURE FORM Qualifier's Name Certification Number (s) Company Name Address City, State, Zip Phone: Frank Trvtek EC0001326 _. Try-Cor Electric Inc. 3220 37th Street Orlando, Florida 32839 407-839-4699 I hereby authorize the L17TDl Planning, Zoning and Building Department to i ue permits fort e above reference;( company to: Aut rizedVerson) Location Address: I certify that the above person is authorized by the company and I unders n fully responsible and liable for all acts performed er said permits. Signature of Qualifier Signature of Authorizeuthoriz Agent Sworn 19. and subscribed before me this _ 2 day of 0—K , 1995. My commission expires lo- L- J SPENSIERI MY COMMISSION # CC417787 EXPIRES October 31, 1998 n BONDEDTHRUTROYFAININSURANCE,INC. V J.. CITY OF SANIFARDr FLORIDA 7(0--1 i PERMIT NO. DATE Z O - 2 - 9 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK. OWNER'S NAMEVN fG 2 rSr %Je.f2Cs ADDRESS OF JOB 3y < <'W/7 eeliTre di C-/ e ELEC. CONTR_ Pr'-CQ(L Qcc yliC Residential Non-residenfial Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair Change f Service Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101-200 AmR Service 201 Amp and above New Commercial I Service Application Fee TOTAL II By signing this application 1 am stating 1 will he in compliance a NEC including Article 1 Sect' Building Official Ma:fer ee r un STATE COMPETENCY N0. fC00013zb Try-Cor Electric, Inc. ELECTRICAL CONTRACTORS P.O. BOX 580234 ORLANDO, FLORIDA 32858 407) 839-4699 FAX (407) 839-3994 AUTHORIZED SIGNATURE FOR]''vI Qualifier's Name Certification Number (s) Company Name Address City, State, Z i p Phone: Frank Trytek EC0001326 Try-Cor Electric Inc. 3220 37th Street Orlando, Florida 32839 407-839-4699 I hereby authorize the g"-d Planning, Zoning and Building Department t issue permits for the above referenced company to: _ A thoriz Person) Location Address: 430 w e __ R • muff ` 953197 I certify that the above person is authorized by the company and I understand that I am fully responsible and liable for all acts performed say perms Signature of Qualifier 4a-d-, Signature of thorized lent Swor to and subscribed before me this _- day of Qr, 1995. My commission expires( SUS I; C. SPENSIERI MY COMMISSION k CC417787 EXPIRES October 31, 1998 BONDED THRU TROY FAIN INSURANCE, INC. OF. SAN.c APPLICATION FOR TEMPORARY CONSTRUCTION ACTIVITIES USE PERMIT CITY OF SANFORD, FI. E COON DATE 29 13 To the Building Official: PERMIT NO. q5 31 The undersigned hereby applies for a permit for the following described work: r OWNER AVA- A k s 4 ADDRESS NATURE OF WORK ( IA. W k-Al' LEGAL DESCRIPTION'i c,r1,- APPLICANT'S NAME ()r4S(VX0=S Ccvx4 C. APPLICANT'S ADDRESS 12-(p 4rL, APPLICANT'S PHONE NUMBER FEES' Building Official 6t94) Application type = TCAU I certify that the above infor- mation is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, FL. pplicant's Signature CITY OF SANFORD FIRE -DEPARTMENT FEES FOR SERVICES PHONE • 407-322-4952 DATE:42;PERMIT- - 1, l- BUSIN SS NAME: ADDRESS: PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT 17 BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT 06 ri COMMENTS: 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 applicable codes and ordinances of the City of Sanfo,: d, Florida. Sanford Fire Prevention AppItcants Sigv6a-eure Component Performance Method for Commercial Buildings Form 400E-94 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-94 Version 2.1A PROJECT NAME United Artists Seminole Cnt PERMITTING OFFICE: ADDRESS: 'gA*WORke Towne Center Sanford CLIMATE ZONE: 5 OWNER: _United Artists PERMIT NO: AGENT: JURISDICTION NO: 691500 BUILDING TYPE: _Assembly CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _37134 NUMBER OF ZONES: 12 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 40 COMPLIANCE CALCULATION: METHOD B DESIGN CRITERIA RESULT ENVELOPE PERFORMANCE 53.20 78.33 PASSES OTHER ENVELOPE REQUIREMENTS PASSES LIGHTING INTERIOR LIGHTING 59975.00 68562.64 PASSES EXTERIOR LIGHTING 6164.00 84300.00 PASSES LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. EER 10.00 8.50 PASSES IPLV 9.30 7.50 PASSES 2. EER - 10.00 8.90 PASSES IPLV 9.30 8.30 PASSES 3. EER 10.00 8.50 PASSES IPLV 9.30 7.50 PASSES 4. EER 9.50 8.90 PASSES IPLV 8.80 8.30 PASSES 5. EER 11.00 8.90 PASSES IPLV 10.20 8.30 PASSES 6. EER 11.00 8.90 PASSES IPLV 10.20 8.30 PASSES 7. EER 9.50 8.90 PASSES IPLV 8.80 8.30 PASSES 8. EER 9.30 8.50 PASSES IPLV 8.70 7.50 PASSES 9. EER 10.00 8.90 PASSES IPLV 9.30 8.30 PASSES 10. EER 10.00 8.50 PASSES IPLV 9.30 7.50 PASSES 11. EER 9.00 8.50 PASSES IPLV 8.40 7.50 PASSES 12. EER 9.30 8.50 PASSES IPLV 8.70 7.50 PASSES HEATING EQUIPMENT 1. AFUE 0.80 0.78 PASSES 2. AFUE 0.78 0.78 PASSES 3. Et 0.80 78-80% PASSES 4. AFUE 0.80 0.78 PASSES 5. AFUE 0.78 0.78 PASSES 6. AFUE 0.78 0.78 PASSES 7. AFUE 0.80 0.78 PASSES 8. Et 0.80 78-80% PASSES 9. AFUE 0.80 0.78 PASSES 10. Et 0.80 78-80% PASSES 11. Et 0.80 78-80% PASSES 12. Et 0.80 78-80% PASSES AIR DISTRIBUTION SYSTEM INSULATION LEVEL 1. With Insulated Roof 4.20 4.20 PASSES 2. With Insulated Roof 4.20 4.20 PASSES 3. With Insulated Roof 4.20 4.20 PASSES 4. With Insulated Roof 4.20 4.20 PASSES 5. With Insulated Roof 4.20 4.20 PASSES 6. With Insulated Roof 4.20 4.20 PASSES 7. With Insulated Roof 4.20 4.20 PASSES 8. With Insulated Roof 4.20 4.20 PASSES 9. With Insulated Roof 4.20 4.20 PASSES 10. With Insulated Roof 4.20 4.20 PASSES 11. With Insulated Roof 4.20 4.20 PASSES 12. With Insulated Roof 4.20 4.20 PASSES WATER HEATING EQUIPMENT 1. SL 0.01 0.01 PASSES PIPING INSULATION REQUIREMENTS 1. Circulating 1.00 1.00 PASSES COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy EN icienc de. PREPARED BY: DATE: 944W7 I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER/AGENT: DATE • Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida Statutes. BUILDING OFFICIAL: DATE: I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT : MECHANICAL: 54M E. O j0LIf At 3&339 PLUMBING ELECTRICAL• LIGHTING : Signature is required where Florida law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. BUILDING INFORMATION COMPLIANCE CHECK 401------- GLAZING --ZONE 1------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft)I N/A NONE 01 Total Glass Area in Zone 1 = 01 401------- GLAZING --ZONE 2------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft)l N/A NONE 01 Total Glass Area in Zone 2 = 01 401------- GLAZING --ZONE 3------------------------------------------------ V- Elevation Type U SC VLT Shading Area(Sgft)l N/A NONE 01 Total Glass Area in Zone 3 = 01 401------- GLAZING --ZONE 4------------------------------------------------ V- Elevation Type U SC VLT Shading Area(Sgft)l N/A NONE I 01 Total Glass Area in Zone 4 = 01 401------- GLAZING --ZONE 5------------------------------------------------ V- Elevation Type U SC VLT Shading Area(Sgft)l N/A NONE 01 Total Glass Area in Zone 5 = 01 401------- GLAZING --ZONE 6------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft)l N/A NONE I 01 Total Glass Area in Zone 6 = 01 401------- GLAZING --ZONE 7 V- Elevation Type U SC VLT Shading Area(Sgft)l N/A NONE 01 Total Glass Area in Zone 7 = 01 401------- GLAZING --ZONE 8 v- Elevation Type U SC VLT Shading Area(Sgft)l N/A NONE 01 Total Glass Area in Zone 8 = 01 401------- GLAZING --ZONE 9 v- Elevation Type U SC VLT Shading Area(Sgft)l N/A NONE I 01 Total Glass Area in Zone 9 = 01 401------- GLAZING --ZONE 10 v- Elevation Type U SC VLT Shading Area(Sgft)l N/A NONE 01 Total Glass Area in Zone 10 = 01 401------- GLAZING --ZONE 11 V- Elevation Type U SC VLT Shading Area(Sgft)I Southwest Commercial 1.31 0.85 .85 Continuous Ove 13001 Southwest Commercial 1.31 0.56 50 None 3401 Total Glass Area in Zone 11 = 1640I 401------- GLAZING --ZONE 12------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft)I I N/A NONE OI Total Glass Area in Zone 12 = OI Total Glass Area = 1640I 402------- WALLS --ZONE 1------------------------------------------------ I --- Elevation Type U Added R Gross(Sgft)I I Southwest L & Hvywt. Concrete Block: 8" Li 0.083 9181 Northwest L & Hvywt. Concrete Block: 8" Li 0.083 270I Total Wall Area in Zone 1 = 11881 402------- WALLS --ZONE 2------------------------------------------------ I --- Elevation Type U Added R Gross(Sgft)I I Southwest L & Hvywt. Concrete Block: 8" Li 0.083 9181 Northwest L & Hvywt. Concrete Block: 8" Li 0.083 16741 Northeast L & Hvywt. Concrete Block: 8" Li 0.083 3241 Total Wall Area in Zone 2 = 29161 402------- WALLS --ZONE 3------------------------------------------------ I --- Elevation Type U Added R Gross(Sgft)I I Northwest L & Hvywt. Concrete Block: 8" Li 0.083 2106I Northeast L & Hvywt. Concrete Block: 8" Li 0.083 1350I Southeast L & Hvywt. Concrete Block: 8" Li 0.083 3241 Total Wall Area in Zone 3 = 3780I 402------- WALLS --ZONE 4------------------------------------------------ I --- Elevation Type U Added R Gross(Sgft)I I Northeast L & Hvywt. Concrete Block: 8" Li 0.083 8371 Southeast L & Hvywt. Concrete Block: 8" Li 0.083 3241 Total Wall Area in Zone 4 = 11611 402------- WALLS --ZONE 5------------------------------------------------ I --- Elevation Type U Added R Gross(Sgft)I I Northeast L & Hvywt. Concrete Block: 8" Li 0.083 8911 Total Wall Area in Zone 5 = 8911 402------- WALLS --ZONE 6------------------------------------------------ I --- Elevation Type U Added R Gross(Sgft)I I Northeast L & Hvywt. Concrete Block: 8" Li 0.083 8911 Total Wall Area in Zone 6 = 8911 402------- WALLS --ZONE 7------------------------------------------------ I --- Elevation Type U Added R Gross(Sgft)I I Northeast L & Hvywt. Concrete Block: 8" Li 0.083 8371 Northwest L & Hvywt. Concrete Block: 8" Li 0.083 3241 Total Wall Area in Zone 7 = 11611 402------- WALLS --ZONE 8------------------------------------------------ I --- Elevation Type U Added R Gross(Sgft)I I Southeast L & Hvywt. Concrete Block: 8" Li 0.083 2106I Northeast L & Hvywt. Concrete Block: 8" Li 0.083 1350I Northwest L & Hvywt. Concrete Block: 8" Li 0.083 3241 Total Wall Area in Zone 8 = 3780I 402------- WALLS --ZONE 9------------------------------------------------ I --- Elevation Type U Added R Gross(Sgft)I I Southwest L & Hvywt. Concrete Block: 8" Li 0.083 9181 Southwest L & Hvywt. Concrete Block: 8" Li 0.083 9181 Northeast L & Hvywt. Concrete Block: 811 Li 0.083 3241 Total Wall Area in Zone 9 = 21601 402------- WALLS --ZONE 10------------------------------------------------ I --- Elevation Type U Added R Gross(Sgft)I I Southeast L & Hvywt. Concrete Block: 8" Li 0.083 3241 Southwest L & Hvywt. Concrete Block: 8" Li 0.083 9181 Total Wall Area in Zone 10 = 12421 402------- WALLS --ZONE 11------------------------------------------------ I --- Elevation Type U Added R Gross(Sgft)I I Southwest L & Hvywt. Concrete Block: 8" Li 0.083 30241 Total Wall Area in Zone 11 = 30241 402------- WALLS --ZONE 12------------------------------------------------ I --- Elevation Type U Added R Gross(Sgft)I I Northwest L & Hvywt. Concrete Block: 8" Li 0.083 2341 Southeast L & Hvywt. Concrete Block: 8" Li 0.083 2341 Total Wall Area in Zone 12 = 4681 Total Gross Wall Area = 226621 403------- DOORS --ZONE 1------------------------------------------------ I -- Elevation Type U Area(Sgft)I I N/A NONE OI Total Door Area in Zone 1 = OI 403------- DOORS --ZONE 2------------------------------------------------ I --- Elevation Type U Area(Sgft)I I N/A NONE OI Total Door Area in Zone 2 OI 403------- DOORS --ZONE 3 I --- Elevation Type U Area(Sgft)I N/A NONE I OI Total Door Area in Zone 3 OI 403------- DOORS --ZONE 4 I --- Elevation Type U Area(Sgft)I N/A NONE I OI Total Door Area in Zone 4 OI 403------- DOORS --ZONE 5 I --- Elevation Type U Area(Sgft)I i N/A NONE OI Total Door Area in Zone 5 OI 403------- DOORS--ZON 6 I --- Elevation Type U Area(Sgft)I N/A NONE I OI Total Door Area in Zone 6 OI 403------- DOORS --ZONE 7 I --- Elevation Type U Area(Sgft)I I N/A NONE OI Total Door Area in Zone 7 01 403------- DOORS --ZONE 8------------------------------------------------ I --- Elevation Type U Area(Sgft)I N/A NONE i OI Total Door Area in Zone 8 = OI 403------- DOORS --ZONE 9------------------------------------------------ I --- Elevation Type U Area(Sgft)I N/A NONE I OI Total Door Area in Zone 9 = OI 403------- DOORS --ZONE 10------------------------------------------------- I --- Elevation Type U Area(Sgft)I N/A NONE I OI Total Door Area in Zone 10 = OI 403------- DOORS --ZONE 11------------------------------------------------ I --- Elevation Type U Area(Sgft)I I 01 Total Door Area in Zone 11 = OI 403------- DOORS --ZONE 12------------------------------------------------ I --- Elevation Type U Area(Sgft)I N/A NONE I OI Total Door Area in Zone 12 = OI Total Door Area = OI 404------- ROOFS --ZONE 1------------------------------------------------ I --- Type Color U Added R Area(Sgft)I Steel Sheet with 1" Insulation Light 0.213 15 I 23431 Total Roof Area in Zone 1 = 23431 404------- ROOFS --ZONE 2------------------------------------------------ I --- Type Color U Added R Area(Sgft)I Steel Sheet with 1" Insulation Light 0.213 15 I 2013I Total Roof Area in Zone 2 = 2013I 404------- ROOFS --ZONE 3------------------------------------------------ I --- Type Color U Added R Area(Sgft)I Steel Sheet with 1" Insulation Light 0.213 15 I 38611 Total Roof Area in Zone 3 = 38611 404------- ROOFS --ZONE 4------------------------------------------------ I --- Type Color U Added R Area(Sgft)I Steel Sheet with 1" Insulation Light 0.213 15 I 2015I Total Roof Area in Zone 4 = 2015I 404------- ROOFS --ZONE 5------------------------------------------------ I --- Type Color U Added R Area(Sgft)I Steel Sheet with 1" Insulation Light 0.213 15 i 1690I Total Roof Area in Zone 5 = 1690I 404------- ROOFS --ZONE 6------------------------------------------------ I --- Type Color U Added R Area(Sgft)I Steel Sheet with 1" Insulation Light 0.213 15 I 1690I Total Roof Area in Zone 6 = 1690I 404------- ROOFS --ZONE 7------------------------------------------------ I --- Type Color U Added R Area(Sgft)I Steel Sheet with 1" Insulation Light .0.213 15 I 2015I Total Roof Area in Zone 7 2015I 404------- ROOFS --ZONE 8------------------------------------------------ I --- Type Color U Added R Area(Sgft)I Steel Sheet with 1" Insulation Light 0.213 15 I 38611 Total Roof Area in Zone 8 38611 404------- ROOFS --ZONE 9------------------------------------------------ I --- Type Color U Added R Area(Sgft)I Steel Sheet with 1" Insulation Light 0.213 15 I 2013I Total Roof Area in Zone 9 2013I 404------- ROOFS --ZONE 10------------------------------------------------ I --- Type Color U Added R Area(Sgft)I I Steel Sheet with 111 Insulation Light 0.213 15 23431 Total Roof Area in Zone 10 23431 404------- ROOFS --ZONE 11------------------------------------------------ I --- Type Color U Added R Area(Sgft)I Steel Sheet with 1" Insulation Light 0.213 15 I 5040I Total Roof Area in Zone 11 5040I 404------- ROOFS --ZONE 12------------------------------------------------ I --- Type Color U Added R Area(Sgft)I Steel Sheet with 1" Insulation Light 0.213 15 I 6570I Total Roof Area in Zone 12 6570I Total Roof Area 354541 405------- FLOORS -ZONE 1------------------------------------------------ I --- Type R Area(Sgft)I I Slab on Grade/Insulated 4 23431 Total Floor Area in Zone 1 23431 405------- FLOORS -ZONE 2------------------------------------------------ I --- Type R Area(Sgft)I I Slab on Grade/Insulated 4 2013I Total Floor Area in Zone 2 2013I 405------- FLOORS -ZONE 3------------------------------------------------ I --- Type R Area(Sgft)I Slab on Grade/Insulated 4 I 38611 Total Floor Area in Zone 3 38611 405------- FLOORS -ZONE 4------------------------------------------------ I --- Type R Area(Sgft)I i Slab on Grade/Insulated 4 2015I Total Floor Area in Zone 4 2015I 405------- FLOORS -ZONE 5------------------------------------------------ I --- Type R Area(Sgft)I i Slab on Grade/Insulated 4 1690I Total Floor Area in Zone 5 1690I 405------- FLOORS -ZONE 6------------------------------------------------ I --- Type R Area(Sgft)I I Slab on Grade/Insulated 4 1690I Total Floor Area in Zone 6 = 1690I 405------- FLOORS -ZONE 7------------------------------------------------ I --- Type R Area(Sgft)I I Slab on Grade/Insulated 4 2015I Total Floor Area in Zone 7 = 2015I 405------- FLOORS -ZONE 8------------------------------------------------ I --- Type R Area(Sgft)I I Slab on Grade/Insulated 4 38611 Total Floor Area in Zone 8 = 38611 405------- FLOORS -ZONE 9------------------------------------------------ I --- Type R Area(Sgft)I I Slab on Grade/Insulated 4 2013I Total Floor Area in Zone 9 = 2013I 405------- FLOORS -ZONE 10------------------------------------------------ I - Type R Area(Sgft)I I Slab on Grade/Insulated 4 23431 Total Floor Area in Zone 10 = 23431 405------- FLOORS -ZONE 11------------------------------------------------ I --- Type R Area(Sgft)I I Slab on Grade/Insulated 4 6720I Total Floor Area in Zone 11 = 6720I 405------- FLOORS -ZONE 12------------------------------------------------ I --- Type R Area(Sgft)) I No exterior floor 23431 Total Floor Area in Zone 12 = 23431 Total Floor Area = 32907I 406------- INFILTRATION -------------------------------------------------- I--- ICHECKI Infiltration Criteria in 406.1.ABC.1 have been met. I 407------- COOLING SYSTEMS ----------------------------------------------- Type No Efficiency IPLV ITonsl I 1. Air Cooled ( - 65,000 Btu/h 2 10 9.3 11.50I 2. Air Cooled ( >= 65,000 Btu/h 2 10 9.3 10.50I 3. Air Cooled ( >= 65,000 Btu/h 2 10 9.3 20.00I 4. Air Cooled ( - 65,000 Btu/h 2 9.5 8.8 9.00I 5. Air Cooled ( >= 65,000 Btu/h 2 11 10.2 7.00I 6. Air Cooled ( >= 65,000 Btu/h 2 11. 10.2 7.00I 7. Air Cooled ( >= 65,000 Btu/h 2 9.5 8.8 9.00I 8. Air Cooled ( >= 65,000 Btu/h 2 9.3 8.7 20.00I 9. Air Cooled ( >= 65,000 Btu/h 2 10 9.3 10.50I 10. Air Cooled ( >= 65,000 Btu/h 2 10 9.3 11.50I 11. Air Cooled ( >= 65,000 Btu/h 2 9 8.4 40.00I 12. Air Cooled ( >= 65,000 Btu/h 2 9.3 8.7 12.50I 408------- HEATING SYSTEMS-----------------------------------------------I Type No Efficiency BTU/hrI I 1. Gas Fired < 225,000 Btu/h (Se 2 .80 160000I 2. Gas Fired < 225,000 Btu/h (Se 2 .78 217000I 3. Gas Fired >= 225,000 Btu/h (M 2 .8 376000I 4. Gas Fired < 225,000 Btu/h (Se 2 .8 207000I 5. Gas Fired < 225,000 Btu/h (Se 2 .78 135000I 6. Gas Fired < 225,000 Btu/h Se 2 .78 135000I 7. Gas Fired < 225,000 Btu/h Se 2 .8 161000I 8. Gas Fired >= 225,000 Btu/h M 2 .80 376000I 9. Gas Fired < 225,000 Btu/h Se 2 .8 217000I 10. Gas Fired >= 225,000 Btu/h M 2 .8 238000I 11. Gas Fired >= 225,000 Btu/h M 2 .8 376000I 12. Gas Fired >= 225,000 Btu/h M 2 .8 432000I 409 VENTILATION ---------------------------------- ----------------- I-- ICHECKI Ventilation Criteria in 409.1.ABC.1 have been met. I I 410 AIR DISTRIBUTION SYSTEM ---------------------------------------- AHU Type Duct Location R-valuel 1. Packaged Constant Volume With Insulated Roof I 4.21 2. Packaged Constant Volume With Insulated Roof 4.21 3. Packaged Constant Volume With Insulated Roof 4.21 4. Packaged Constant Volume With Insulated Roof 4.21 5. Packaged Constant Volume With Insulated Roof 4.21 6. Packaged Constant Volume With Insulated Roof 4.21 7. Packaged Constant Volume With Insulated Roof 4.21 8. Packaged Constant Volume With Insulated Roof 4.21 9. Packaged Constant Volume With Insulated Roof 4.21 10. Packaged Constant Volume With Insulated Roof 4.21 11. Packaged Constant Volume With Insulated Roof 4.21 12. Packaged Constant Volume With Insulated Roof 4.21 411 PUMPS AND PIPING -ZONE 1 I --- Type R-value/in Diameter Thickness) I 411.-----PUMPS AND PIPING -ZONE 2 Type R-value/in Diameter Thickness) i 411.-----PUMPS AND PIPING -ZONE 3---------------------------------------1 Type R-value/in Diameter Thicknessl 1 411.-----PUMPS AND PIPING -ZONE 4 Type R-value/in Diameter Thicknessl I 411.-----PUMPS AND PIPING -ZONE 5 Type R-value/in Diameter Thickness) I 411.-----PUMPS AND PIPING -ZONE 6 Type R-value/in Diameter Thickness) I 411.-----PUMPS AND PIPING -ZONE 7 Type R-value/in Diameter Thickness) 1 411.-----PUMPS AND PIPING -ZONE 8 Type R-value/in Diameter Thickness) I 411.-----PUMPS AND PIPING -ZONE 9 Type R-value/in Diameter Thickness) I 411.-----PUMPS AND PIPING -ZONE 10---------------------------------------I- Type R-value/in Diameter Thickness) I 411.-----PUMPS AND PIPING -ZONE 11---------------------------------------I Type R-value/in Diameter Thickness) I 1. Circulating 4 1.25 11 411------ PUMPS AND PIPING -ZONE 12---- ----------------------------------- I --- Type R-value/in Diameter Thickness I 412.-----WATER HEATING SYSTEMS -ZONE 1 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons I 412.-----WATER HEATING SYSTEMS -ZONE 2 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons I 412.-----WATER HEATING SYSTEMS -ZONE 3 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons I 412.-----WATER HEATING SYSTEMS -ZONE 4 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons I 412.-----WATER HEATING SYSTEMS -ZONE 5 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons I 412.-----WATER HEATING SYSTEMS -ZONE 6 ---------------------------------- Type Efficiency StandbyLoss InputRate GaLLonsl I 412.-----WATER HEATING SYSTEMS -ZONE 7 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons I 412.-----WATER HEATING SYSTEMS -ZONE 8----------------------------------I - Type Efficiency StandbyLoss InputRate GaLLonsl I 412.-----WATER HEATING SYSTEMS -ZONE 9 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons I 412.-----WATER HEATING SYSTEMS -ZONE 10----------------------------------I - Type Efficiency StandbyLoss InputRate Gallons I 412.-----WATER HEATING SYSTEMS -ZONE 11 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons I 1. > 12 kW 1.0 .00975 30 401 412------ WATER HEATING SYSTEMS -ZONE 12---------------------------------- I --- Type Efficiency StandbyLoss InputRate Gallons) I 413.-----ELECTRICAL POWER DISTRIBUTION----------------------------------I--- ICHECKI Metering criteria in 413.1.ABC.1 have been met. I I Transformer criteria in 413.1.ABC.2 have been met. I 414------ MOTORS --------------------------------------------------- I-----I--- Motor efficiencies in 414.1.ABC.1 have been met. I 415------ LIGHTING SYSTEMS -ZONE 1 --------------------------------------- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I I Auditorium 1 Occupancy Sens 2 Programmable T 2 7618 23431 Total Watts for Zone 1 = 76181 Total Area for Zone 1 = 23431 415------ LIGHTING SYSTEMS -ZONE 2--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I I Auditorium 1 Occupancy Sens 1 Programmable T 1 2026 20131 Total Watts for Zone 2 = 20261 Total Area for Zone 2 = 2013I 415------ LIGHTING SYSTEMS -ZONE 3--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)) I Auditorium 1 Occupancy Sens 2 Programmable T 2 11574 38611 Total Watts for Zone 3 = 115741 Total Area for Zone 3 = 38611 415------ LIGHTING SYSTEMS -ZONE 4--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I I Auditorium 1 Occupancy Sens 1 Programmable T 1 2026 2015I Total Watts for Zone 4 = 2026I Total Area for Zone 4 = 2015I 415------ LIGHTING SYSTEMS -ZONE 5--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I I Auditorium 1 Occupancy Sens 1 Programmable T 1 2800 1690I Total Watts for Zone 5 = 2800I Total Area for Zone 5 = 1690I 415------ LIGHTING SYSTEMS -ZONE 6--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I I Auditorium 1 Occupancy Sens 1 Programmable T 1 2800 1690I Total Watts for Zone 6 = 2800I Total Area for Zone 6 = 1690I 415------ LIGHTING SYSTEMS -ZONE 7--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I I Auditorium 1 Occupancy Sens 1 Programmable T 1 3280 2015I Total Watts for Zone 7 = 3280I Total Area for Zone 7 = 2015I 415------ LIGHTING SYSTEMS -ZONE 8--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I Auditorium 1 Occupancy Sens 1 Programmable T 1 6968 38611 Total Watts for Zone 8 = 69681 Total Area for Zone 8 = 38611 415------ LIGHTING SYSTEMS -ZONE 9--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I I Auditorium 1 Occupancy Sens 1 Programmable T 1 2026 2013I Total Watts for Zone 9 = 2026I Total Area for Zone 9 = 2013I 415------ LIGHTING SYSTEMS -ZONE 10--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I I Auditorium 1 Occupancy Sens 1 Programmable T 1 4342 23431 Total Watts for Zone 10 = 43421 Total Area for Zone 10 = 23431 415------ LIGHTING SYSTEMS -ZONE 11--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I I Lobby 1 On/Off 5 On/Off 4 8807 6720I Total Watts for Zone 11 = 8807I Total Area for Zone 11 = 6720I 415------ LIGHTING SYSTEMS -ZONE 12--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I I Motion Pic 1 On/Off 10 On/Off 6 5708 65701 Total Watts for Zone 12 = 57081 Total Area for Zone 12 = 65701 Total Watts = 599751 Total Area = 371341 ICHECKI Lighting criteria in 415.1.ABC have been met. I I I ----- I - 16. HVAC load sizing has been performed. (407.1.ABC.1) I I I ----- I --- 17. Duct sizing and design have been performed. (410.1.ABC.1.2) I I I ----- I - 18. Testing and balancing wilt be performed. (410.1.ABC.4) I I I ----- I - 19. Operation/maintenance manual will be provided to owner.(102.1)I I CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS Y30 JQWNy- UWTE9, CIA,(__LE Total Contract Price of Jobe 27[ S 00 Describe Work ASS, Type of Construction Number of Stories Occupancy: Residential LEGAL DESCRIPTION TAX I.D. NUMBER OWNER ADDRESS IIS e CITY T001AWA PERMIT NUMBER q5-- 3 I + 1 Total Sq. Ft. 3 e0o Flood Prone (YES) Number of• Dwellings Zoning _ Commercial_ Industrial lease attach printout from Seminole County) 1- nkf.v1 rrn . NO) LTDDvim' '00"PHONE NUMBER 631-7) 2-63 -7quo STATE ZIP TITLE HOLDER (IF OTHER THAN OWNER) A)E1 ADDRESS CITY STATE ZIP BONDING COMPANY ADDRESS CITY M STATE ZIP ARCHITECT S 1Q'15F. AW ASS(7 —XISS ADDRESS - t jQ) P%PS'T A,Je CITY [' f)%-1)MP-JIC, STATE Ar ZIP MORTGAGE LENDER TU-100IS 7 A(P&(Z Re-VMEMFA)T .SISTER ADDRESS WASANK-> -%W 5W_ZC-T• CITY SOP, Ikx-E-lEL0 STATE TL. ZIP UZ-79 / CONTRACTOR 1 ns PHONE NUMBER ADDRESS 21(,faLOONNA)A -3iig` bd 17 ST. LICENSE NUMBER C( C> 44yrfQ CITY Lt-IT RG(Ir STATE ZIP 122 -3 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. Q b a) 4J U 7 Ri 0 ki a a 0 c a 3 0 N C Z Ga H H N H ro w c o 4 0 0 W a) 4J u a o a) Z 04 CCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF HE REQUI NTS OF LORIDA LIEN LAW, FS713. i y ' b Z. cu o q ! 3 rt 9.S- 0 o Sign tur f Owner/Ag nt & Date S at.ure of Contractor & Date 0 w 4j 3 y 044AS IA,J N H 0i C Z. Type o Print Owne gent Namme/ Type or Print Contractor's Name d ; x. 0 ro n Signature of Notogry & Date Sj.gnature of__Notary_ pate official Seal) ARLMEc*.1RJMBLEY NOTARY PUBLIC, STATE OF FLORIDA 0 MY COMMISSION # CC4y6424 Z EXPIRES: June 26, 1999 o" i Application Approved BY: Date: FEES: Building / 1 '7S d Radon (,(. ( Police f/ Fire 21,06 Open Space OV Road Impact 4Vt4kB PERMITVALIDATION: CHECK CASH DATE ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX O FICE) GOLD (CO. ADMIN) C rr m THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE ILL NU: oev pal r cuply A MPULL: tmRApt ( A IWfum, 11j STATKNEW NUMBKRZ 92 015?4 "AfFt fbaymb APPMATTyk it PUTLYING PFRMIC NUMPV0 %0:• UNIT AOURVA: ' AWN 0EN1.0: lArric mc: 035 VuRlsolcum SECI 12 TUP; 21 RNA; 30 sup PARCEL! 0 jUBVTVT5jQNt QVV 65MINGLE YOWN TRACT'', P[AT LOOK44 PLAI P50K PARTA OWNRE HAW QUITED PRTINTS THEAQ& CYQGUtT INI: APURESht 9110 r NICHOLS AUENuh, 4200 vm%uwhor AFPLTCPNT NAME! wE2f &.))'' f>i I I 11 F" 1:: ?!:" ' rim v4s, cumm Dun 0 0 L AN 0:1 CL 10901900,.) LAND U90 RetalL 450PODO Ml!;' lypv OvEl comNFRUIAL Rvioil. WORK WGRIPTION: MEN CONSTRUCT10k! KC I y P DTST 4a 140. 0-„ Rn= COLLECTORS NQRIH KFFU f 0. 53 AMOUNT SrATCMEN' l WEASE PRYNE NAMC) PA" NQTf 10 RECETVTNG SjbNAfNRY/APPKTCPNTl FAILURE TO WIPY OWNFR ANI! ENSURF i) MELY 0AYMYNV MAY WULT IN YOUR LWILTT '( I I t; DISTWUTION! 1- CO1.1NlY 3-A1.,PLICAN'l 2-CflY 4WUNT, Y *NO ICU 4- PER50MY ARE ADUTSED THAI THQ IS A WAIUMEN1 OF WO Dur umum yHr SKMTWE COUNTY RGAP, k1PRARY AWOR ECUCATTWL (BUNDOL) WAOT FFr ORPTNANEC0 WE ARF CUE ANU PAYAW WON TO 1549AN0: QF A BUIVOTNO PERMIT, PUR50% AQ ALSO ADVISJU THAI ANY RjOHIS OF 11W AP&TOnNI, Up itWHER, fQ APPEAL THECALOULATIONOFANYGFTHEABOVEMENTIONEDIMPAGTMUSTRFEXERCISED BYFWNG A WNIIIFN RFUUT&T WTIHIN 45 CAUUNUAR, DAYS OP THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATFR lHm G C R I T F I CAT 1..w () f: I C CU P A N C Y OR OCCUPANOf. THF REPUFF1 VOP REVIELi MUST MEET THE REQUIREMONQ OF THE COUNTY LAND DWFLOPMENT CODE, COP T 0: 0 !::, i'.iWNWING APPEAks MAY vy PTCKED Up, OR PEOU191w, FROM THE PLAN ThPLFMRNTATlQN WrIBEZ 1101 LAST FIRST TIPErTr. SAW= FL,, V711 ; 121-3100, Fxf 051, PAYMEN1 AHOULD IE MAK T01 CITY OF SANFORV DUILDINQ DEPARIMNN) 100 NQRIH PARK AVBNUI' TANVOKU, on 3270, PAYMPNT SHOULD BE BY KHECK DR MUNEY ORIE-R, AND SHOULD RFFEPWGI' THE CUUNlY NUMBER Al THT TOP RTQHl 0A TH NUTICE AND lHV 41AIWO' NUMPER AT THE TOP LOFT OF THE NOTICE, AS WELL AS YOUR CITY DUlLnIWI TERM11 NUMVER, THIS STATEMENT IS NO LONOrN VALID IF A fUlkD!NQ P&RHIT is NoTnNlt IS90CU WXTHfN 60 CALrOVAN DAYS OF THE WKWING STUNATUQF UAFC AOOW(. i E; tlq: criC1i—TH C PR E V 10U','r I... A L A N D U 5 E t 5 P Pi; i a DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 321-1130,X7356. MPAC| FEE SlATEHEHT CTATEM[N[ NUMBER: BUlLD]NG APPLICAT67 VUILD] NG PERMIT NUM8ER!,NON[ DATE: SE('T[M.58[k O/ 19 COUNTY NUMBER: 11672 UNIT ADDRESS! TOWN CENTER TRAFFIC ZONE: 055 JURlGDICClOH: 06 S*x|ord SEC 18 TWP: 21 RN09 30 SUFt PARCEL! 0 SUBDIVISION: 000 SEMINOLE TOWN CENTRE TRACT, PLAT BOOK: PLAT BOOK PAGE: BLOCK: 0000 LOT! 000 OWNER NAME! ` UNITED ARTISTS THEATRE CIRCUIT INC ADDRESS! 9110 E NICHOLS AVENUE, 0200 FNnLEWOOD APPLICANT NAMQ BEST BUY ADDRESS: 4501 EAST COLONIAL DRIVE ORLANDO LAND USE: special Use ~ TYPE USE: SPECIAL NO STATEMENT WORK DESCRIPTION: NEW CONSTRUCTION CO 80112-3405 FL 328030000 FEE BENEFIT RAlE CALCULATION TOTAL DUE TYPE DIST SCHE0ULE ROADS - ARTERIALS CO -WIDE SPECIAL ' 20'528.66 ROADS - COLLECTORS NORTH SPECIAL 1O1, 6 NIA LIBRARYSCHOOLS N/A AMOUNT DUE $121^956,82 STATEMENT . J / RECEIVED BY: \/_L»+^/.___--- SIGNATURE: _i -^---_-- PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT! FAILURE TO NOTIFY OWNERAND ENSURE TIMELY PAYMENTMAy RESULT IN YOUR LIABILITY FOR THE FEE. *«n* DISTRIBUTION: -COUNTY - 3-APPLICANT CITY 4- COUNTY DETAIL OFTPALCULATION AVAILAP[E UPON REQUEST, CALL 321-1130tX7356° COUNTY OF SEMINOLE ATE ME,:N T NUMBER! 95 , :t`i0 DATE: 8 s"a".E'i'tMi.ER 20, t9r5 1 1-UXLVXMO PERMIT NUMBER: NONE COUNTY NUMBER: 11672 PLATi BOO PLAT I.3.TOK l•'A€Vr'Er. a BLOCK: 0000 #..O T000 OEINER NAME! Y UNITED ARTISTS THEATRE € 7R UT€". ING AE,,, E°" E I t "j itsTMIM€,'s o TEST BOY 4501 EAST COLONIAL DRIVE Q l , i,, >kN DO FL 2 0 0 .t, 0 UN. L.. L ON E" G ' Spec h.t E. i.i s e . TYRE E U,tE 4 ' A C E ,C E AL NO STATEMENT Ap" i:jf,.jT::i,:Ti TION €'"EW CONSTRUCTION BENEFIT RATE j- 4.^ ALCULAT " E:.q 3 1S:1 - - TOTAL .&E.'{... DIST DULE J,- P PS;::.hRT$::":RIALS t 0,. WI€:tE SPECIAL 20:,520f6 t E 873iiC1{y.. ORT'EE w PE€ 1.f-1€. l 0:.,4z753s1f rt q NIA AMOUNT DUE $12Q56.02 SIATEMENT 70 EtEr, C f C.jC C THY a , .._ .............. . SIGNATURE;... .. _» ..-.... XPLEASE PRINT NAME) DATE! —... _. T .; t f T f i T° ; t L.`E;' E xT, `y i <€fi CiEw 'rit E'E i TM'ti 'i° FAILURE TE;? FOR OW€' T E AAMP ;' ,i E" E:: TIMELY F AY.E,€r E4,E'T' MAY RESULT IN YOUR LIABILITY O s , THE. E~ E;. E 401STRIBUTIONtAlbOUNTY 3—APPLICANT 0— CITY4—COUNTY mN @"E*" s: DETAIL OCALCULATION AVAILABLE UPON RFwW SO CALL 31—1130,1 356. „ IMPACT FV07STOTCMPUT G j r, I } M 1! 1 N t' }C!:' } i 950 I. ^ i` .§ UAT a {:dry, Pi E 1'',l E R 20, 1 9 } .i I - 0'f b I {. D';. I ; O t d i t L ' ` . i Y } I O N 01 1 .E 6 (r 1 i. 6 f 2 a . T - { L 21 N1 t rFj" 4 bIRQ.14Qi"M1 :00 « EAI!OLTOWN CENTRE h tfvtS } i• , iAl t NOOK 1 Pi.. t`,"i BOOK PAX: + mods s 0000, LOT; is ; p Oi„fNER Ann . 4#N.# tED t'oR11G;Trw Ig"E {"sRE CIRCUIT !NO n 'Ft e -rye 9110 t;; `H t. s . ^ 5 . r.r '. I. i. ... y,. }:C :. { „?t.r i a , t G•;!4.?,; -t .:f:"J +t".a ssd..:.u9R f.tr:: }.:: 1.:i u`;6;1',t. l ,., , ^ ,: •4 T buy, t4: 4 501 EASTtCOLONIAL L« N I.L 11I : lR7a_ g{._J f .= D US! speciaL Use N E W f t ° i.i G 1 10114 I OT AL PUF I 1— p t''F.,` {!.' r n AMr tUN ME y n1 k j frcb ? a,Pry.E3tSE PRAY IcyA(''!Ey Y t ((.1 t r ? 1: (} 3. t f' S i i yf 5S' ; t; ii 4 1 ;+"FAILURE y { y.'> r' p NOTIFY " + F 1ytT.. 1.d P {.1 bCPRi''. a"4 {}ae{f`%i 7` YM1.:A 1 1 A i,..0 E {fit t t R AND h,:: LrE, "1 'ME f' t''•AT T:`.F"f;T st i O-aft L tati:It,. l `Y .ruR THE t'k::K mTAT UG ,!•;AQli71W.,A;0M a 1VFa: t,t.,.ABUE- 1.PON TEMUEST. PAt...im W10113007356. x DEVELrQRMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. O. BOX 1788 SANFORD, FL 32772-1788 Project Name: 6 Wit., _ ,•.. Owner/Contact Person: Address: Type of Development: F ,t i""'? 1) RESIDENTIAL Type of Un nd or multi R 7rj 7S S w.vl G.•,r7F its (single family ly) 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.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4" 1", 2", etc.) 3')8 Date : Phone: REMARKS: '° -S7r CONNECTION FEE CALCULATION: kpg7G/Z 111A7P,9c,' /-GF = REVISED 8/12/92 e'4 1) 2) A 3. Water System Impact Fees Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD) Residential - 650/Unit Single family structure, or multi -family unit 487.50/Unit containing three (3) bedrooms or more. Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. (This category isbasedonjudgement/assumption, estimation that such family units on average require 758 - 225 GPD of the water and sewer service of an average single family unit.) Commercial - 650/ERU Fixture unit schedule from Southern Plumbing Codewillbeused. 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 258 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 1.5ERU.) Sewer System Impact Fees Equivalent Residential Connections - 270 Gallons Per Day (GPD) Residential - 1700 Unit Single family structure, or multi -family unit 1275/Unit containing three (3) bedrooms or more. Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. (This category is based on judgement/assumption/estimation that such family units on average require 751 of water and sewer serice of an average single family unit.) 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 258 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.) Water Meter Connection Fees WATER METER SIZE 3/4" 1" 1-1/2" 2" 3" 4" 6" 4. Sewer Connection Fee Standard 4" Residential Connection - $260. Non-standard connection - TO BE DETERMINED FEES S 1130. 210. 400. 500. 2,900. or they install 4,400. or they install 7,520. or they install NOTE: ANY WATER OR SEWER TAP WORK THAT REQUIRES ANY STREET CUT ORTUNNELINGOFTHEPAVEMENTWILLBEANADDITIONAL $250 FOR EACH SUCH TAP. Type of Fixture or Group of Fixtures Fixture Unit Value Automatic clothes washer (2" standpipe) Bathroom group consisting of a water closet, lavatory - bathtub or shower stall: Tank water closet Flush valve water closet Bathtub (with or without overhead shower) Bidet Combination sink -and -tray w/food waste grinder Combination sink -and -tray w/one 1-1/2" trap p S Combination sink -and -tray w/separate 1-1/2" trap Dental unit or cuspidor Dental Lavatory Drinking fountain Dishwasher, domestic Floor drains w/2" waste Kitchen sink, domestic w/one.1-1/2" trap Kitchen sink, w/food waste grinder Kitchen sink, w/food waste grinder & dishwasher 1-1/2" trapKitchensink, domestic w/dishwasher 1-1/2" trap Lavatory w/1-1/4" waste w/1-1/2" waste Laundry tray (1 or 2 compartments) Shower stall, domestic Showers (group) per head Sinks: Surgeons Flushing rim (with valve) Service (trap standard) Service (P trap) Pot, scullery, etc. Urinal, pedestal, syphon jet blowout Urinal, wall lip Urinal, stall, washout Urinal trough (each 6' section) Wash sink (circular or multiple) each set of faucets Water closet, private (tank operation) Water closet, public (valve operation) Fixtures not listed above: Trap size 1-1/4" or less Trap size 1-1/2" Trap size 2" Trap size 1-1/2" Trap size 3" kO R dRyrNs a Kae t K Trap size 4" Flvoc 42f)t.4 Reference: Standard Plumbing Code, Table 1304.1 page 13-4 and Table 1304.2 page 13-5. 3 6, 8 2 3 4 3 3 1 1 1/2x2,= 2 3 2 3. 5 4 1 2- 0- = 24 2 2 3 3 8 3>6 o 2 4 y t 41 = ?3 8 4'3 4 2 2 4 VC10 = 1 2 3 4 5X`f*/Sr1 6A-('I 3D D8 c S 2 W f: xF STOTSER AND ASSOCIATES 706-571-0806 FAX 23 May 1995 CITY OF SANFORD Building Department 300 North Park Avenue Sanford, Florida 32771 Attn: Mr. Dave Grover Subject: United Artists Theatres Seminole Towne Center Sanford, Florida Dear Mr. Grover: Please find attached for your review, three sets of construction documents of subject project. This project is a part of the Seminole Towne Center project. If I can provide any additional information or answer any question, please feel free to contact me at our office. Sincerely, STOTSER AND ASSOCIATES c c . DAN OGDEN UNITED ARTISTS THEATRES DOUG AI EXANDER UNITED ARTISTS THEATRES CITY OF SANFORD BUILDING DEPARTMENT SEMINOLE TOWNE CENTER OFFICE June 19, 1995 Stotser & Associates 501 First Ave. Columbus, GA. 31901 RE: United Artists Theatres Seminole Towne Circle Sanford, Fl, On June 19, 1995 I performed a plans review of the above project. The following items were found. 1) Threshold inspections to include soil test for compaction & Concrete slump & strength tests. 2) Division of Restaurant approval required. The above plans are REJECTED. Your Servant; Charles D. Grover, C.C.A. Chief Code Analyst e ARA STOTSER AND ASMC LATES 501 FIRST AVENUE, COLUMBUS, GA. 31901 706-571-9227 / 706-571-0806 FAX 30 May 1995 CITY OF SANFORD Building Department 300 North Park Avenue Sanford, Florida 32771 Attn: Mr. Dave Grover Subject: United Artists Theatres Seminole Towne Center Sanford, Florida Dear Mr. Grover: Please find attached for your review, three copies of the "Energy Efficiency Code For Building Construction" for subject project. We have previously submitted the contract documents for your review. If I can provide any additional information or answer any question, please feel free to contact me at our office. Sincerely, STOTSER AND ASSOCIATES c c . DAN OGDEN UNITED ARTISTS THEATRES DOUG ALEXANDER UNITED ARTISTS THEATRES CITY OF SANFORD BUILDING DEPARTMENT SEMINOLE TOWNE CENTER OFFICE June 19, 1995 Stotser & Associates 501 First Ave. Columbus, GA. 31901 RE: United Artists Theatres Seminole Towne Circle Sanford, Fl. On June 19, 1995 I performed a plans review of the above project. The following items were found. 1) Threshold inspections to include soil test for compaction & Concrete slump & strength tests. The above plans are REJECTED. Your Servant; Charles D. Grover, C.C.A. Chief Code Analyst 1 Memorandum Hardin Construction Group, Inc. To: David Shull From: Denson Wright Date. June 6,1995 Subject: Rvtocted 0. G. Confirming our telephone conversation last week, we poured two tenant slabs on grade, Space B--13 and a portion of C-10. We notified Universal Engineering to perform the concrete tests but no one showed up at placement time -Needless to say the concrete was placed without testing. Due to the fact that these are stabs on grade with no real structural value, and in review of our history with Rinker's concrete quality, I respectfully request that you waive testing requirements on these two areas At this time David Grover,Building Inspector, has rejected these slabs Please give this matter your immediate attention Thank You. CC.* David Grover Michael York A PARCEL OF LAND EEING TRACT i OF THE PROPOSED PLAT 'SZ"AI :OLE 701,VNE CENTER' LYING IN SECTIONS 29 AND 32. T CY.'`SHiP 19 SOUTH, RANGE 30 EAST, CESCRISED ASFOLLCWS: COMWNCE AT THE NORTH OUARTER CORNER OF SAID SECTION 32 FOR A POINT REFERENCE; THENCE RUN SOUTH 00019'43" EAST, ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 32, A DISTANCE OF 249.43 FEET TO A POINT LYING ON THE NORTH UNE OF TRACT 8 OF SAID PROPOSED PLAT AND THE POINT OF BEGINNING; THENCE RUN ALONG THE COMMON ONES OF SAID TRACT 1 AND TRACT 8 THE FOLLOWING COURSES: THENCE RUN NORTH S5605-15- WEST, 22.40 FEET TO A POINT LYING ON A NOWTANGENT CURVE CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY ALONG SAID NON -TANGENT CURVE. HAVING A RADIUS LENGTH OF 302.00 FEET, A CENTRAL ANGLE OF 50039'32', AN ARC LENGTH OF 267.02 FEET, A CHORD LENGTH OF 258.40 FEET, AND A CHORD BEARING OF SOUTH 64920-31- WEST TO THE POINT OF TANGENCY; THENCE RUN SOUTH 89°40'18' WEST, 206.98 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY; THENCE RUN WESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 302.00 FEET. A CENTRAL ANGLE OF 14'04'56', AN ARC LENGTH OF 74.23 FEET, A CHORD LENGTH OF 74.04 FEET, AND A CHORD BEARING OF NORTH 83017'14' WEST TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 30.00 FEET, A CENTRAL ANGLE OF 78°21'26% AN ARC LENGTH OF 41.03 FEET, A CHORD LENGTH OF 37.90 FEET, AND A CHORD BEARING OF SOUTH 64-34'30- WEST TO A POINT OF TANGENCY; THENCE RUN SOUTH 25623'47' WEST, 92.05 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 69.75 FEET, A CENTRAL ANGLE OF 115036'12% AN ARC LENGTH OF 140.73 FEET, A CHORD LENGTH OF 118.05 FEET, AND A CHORD BEARING OF SOUTH 32024' 19' EAST TO THE POINT OF TANGENCY; THENCE RUN NORTH 89°47'35' EAST, 443.59 FEET TO THE POINT OF CURVATURE OF A CURVE: CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY ALONG SAID CURVE. HAVING A RADIUS LENGTH OF 4S.00 FEET, A CENTRAL ANGLE OF 42955'24', AN ARC LENGTH OF 33.71 FEET, A CHORD LENGTH OF 32.93 FEET, AND A CHORD. BEARING OF NORTH 68019'54' EAST TO A POINT LYING ON A NON -TANGENT CURVE CONCAVE SOUTHEASTERLY AND THE WESTERLY RIGHT-OF-WAY LINE OF TOWNE CENTER BOULEVARD, AS RECORDED IN THE OFFICIAL RECORDS BOOK 2612, PAGE 1923 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY.. FLORIDA; THENCE. DEPARTING SAID COMMON LINES OF TRACT 1 AND TRACT S. RUN SOUTHWESTERLY ALONG SAID WESTERLY RIGHT- OF-WAY LINE AND SAID NON -TANGENT CURVE. HAVING A RADIUS LENGTH OF 1062.00 FEET. A CENTRAL ANGLE OF 02039'06'., AN ARC LENGTH OF 49.16 FEET, A CHORD LENGTH OF 49.14 FEET. AND A CHORD GEARING OF SOUTH 03020'16" WEST; THENCE. DEPARTING SAID WESTERLY RIGHT-OF-WAY LINE, RUN SOUTH 89047.3S' WEST, 567.47 FEET TO A POINT LYING ON A NOW TANGENT CURVE CONCAVE EASTERLY AND THE EASTERLY LINE OF TRACT 9 OF SAID PROPOSED PLAT; THENCE RUN ALONG THE COMMON LINES OF SAID TRACT 1 AND TRACT 9 THE FOLLOWING COURSES: THENCE RUN NORTHERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 143.75 FEET. A CENTRAL ANGLE OF 73033'27'. AN ARC LENGTH OF 184.55 FEET, A CHORD LENGTH OF 172.13 FEET, AND A CHORD SEARING OF NORTH 11 "22'56- WEST TO THE POINT OF TANGENCY; THENCE RUN NORTH 25023'47' EAST. 92.02 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY; THENCE RUN NORTHERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 30.00 FEET, A CENTRAL ANGLE OF 79008'46% AN ARC LENGTH OF 41.44 FEET, A CHORD LENGTH OF 38.22 FEET, AND A CHORD BEARING OF NORTH 14010'36' WEST TO THE POINT OF TANGENCY; THENCE RUN NORTH 53*44.59' WEST, 274.48 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 302.00 FEET, A CENTRAL ANGLE OF 57°13'52', AN ARC LENGTH OF 301,66 FEET, A CHORD LENGTH OF 289.27 FEET, AND A CHORD BEARING OF NORTH 25008'03' WEST; THENCE RUN NORTH 48°43'06' WEST, NON - TANGENT TO SAID CURVE, 43.08 FEET TO A POINT LYING ON THE EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF STATE ROAD 400 (INTERSTATE NO. 4). AS PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION NO. 7716.401 AND 7711-401; THENCE, DEPARTING SAID COMMON LINES OF SAID TRACT 1 AND TRACT 9, RUN NORTH 23052'S9' EAST, ALONG inCTc:.... ... _ ! L...:, C3$.S3 r:L. .. POINT LYING ON THE SOUTHERLY LINE OF TRACT 4 OF SAID PROPOSED PLAT; THENCE RUN ALONG THE COMMON LINES OF SAID TRACT i AND SAID TRACT 4 THE FOLLOWING COURSES: THENCE RUN SOUTH 66°07'24' EAST, 126.57 FEET; THENCE RUN SOUTH 02000'00' WEST. 29.26 FEET; THENCE FUN SOUTH 72000' 00- WEST. 19.16 FEET: THENCE RUN SOUTH 38000'00' EAST, 58.53 FEET; THENCE RUN SOUTH 72000'00' WEST. 57.47 FEET; THENCE RUN SOUTH 02800' 00' WEST, 65.21 FEET; THENCE RUN SOUTH 38°00'00' EAST, 65.96 FEET; THENCE RUN'SOUTH 02000'00' WEST. 22.58 FEET; THENCE RUN NORTH 72° 00'00' EAST, 373.97 FEET; THENCE RUN NORTH 27900'00' EAST, 191.99 FEET; THENCE RUN SOUTH 63000'00- EAST, 113.95 FEET, THENCE RUN NORTH 27000' 00' EAST, 236.08 FEET; THENCE RUN NORTH 63000'00' WEST, 90.96 FEET: THENCE RUN NORTH 27000'00' EAST, 12.00 FEET; THENCE RUN NORTH 00° 41'06' EAST, 194.63 FEET TO A POINT LYING ON THE EASTERLY LINE OF TRACT 3 OF SAID PROPOSED PLAT; THENCE, DEPARTING SAID COMMON LINES OF TRACT 1 AND TRACT 4, RUN ALONG THE COMMON LINES OF SAID TRACT 1 AND TRACT 3 THE FOLLOWING COURSES: THENCE RUN NORTH 53050'30' EAST, 191.09 FEET: THENCE RUN NORTH 271100'00' EAST, 11.96 FEET; 1 i'vv vU- tAai, FELT: THENCE RUN NORTH 63°0t ' WEST, 57.47 FEET; 7-'ENCE-PUN NORTH 27000'00' EAST, 19.96 FEET; THENCE RUN NORTH t, 63000'00' WEST, 107.57 FEET; THENCE RUN NORTH 27000,00" EAST, 212.91 FEET; THENCE RUN NORTH 18700'00' WEST, 372.26 FEET; ,THENCE RUN SOUTH 52°00'00' NEST, 66.11 FEET; 7HENCE RUN NORTH $8400*00, WEST, 25.40 FEET; THENCE RUN NORTH 18°00'00' WEST, 23.54 FEET: THENCE RUN NORTH 38'00.00- 'IEST, 32.99 FEET; THENCE RUN NORTH 18000'00' WEST, 189.57 FEET TO A POINT LYING ON A FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY LINE; THENCE, DEPARTING THE CONJMON LINES OF TRACT 1 AND TRACT 3, RUN NORTH 24°27-22' EAST, ALONG SAID FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY LINE, 25.20 FEET; THENCE, CONTINUING ALONG SAID FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY LINE, RUN NORTH 89044'24' EAST, 89.00 FEET TO A POINT LYING ON A NON -TANGENT CURVE CONCAVE EASTERLY AND THE :WESTERLY LINE OF TRACT 5 OF SAID P=OPOSED PLAT; THENCE RUN ALONG THE COMMON LINES OF TRACT i -ND TRACT 5 THE FOLLOWING COURSES: THENCE RUN SOUTHERLY ALONG SAID NON -TANGENT CURVE, HAVING A RADIUS LENGTH OF 1382.39 FEET, A CENTRAL A::GLE OF 01 °18'50% AN ARC LENGTH OF 31.70 FEET, A CHORD LENGTH OF 31.70 FEET, AND A CHORD BEARING OF SOUTH 07020'19' NEST TO A POINT LYING ON A CURVE CONCAVE SOUTHERLY; THENCE RUN EASTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 451.36 FEET, A CENTRAL ANGLE OF 19036'17', AN ARC LENGTH OF 154,44 FEET, A CHORD LENGTH OF 153.69 FEET, AND A CHORD BEARING OF NORTH 80'04'59' EAST TO THE POINT OF TANGENCY; THENCE RUN NORTH 99653"" EAST, 185.97 FEET TO A POINT OF CURVATURE CF A CURVE CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY ALONG SAID CURVE ;HAVING A RADIUS LENGTH OF 30.00 FEET, A CENTRAL ANGLE OF 89053'08, AN ARC LENGTH OF 47.06 FEET, A CHORD LENGTH OF 42.38 FEET, AND A CHORD BEARING OF NORTH 440S6'34" EAST TO THE POINT OF TANGENCY: THENCE RUN NORTH 00°00'00' EAST, 77.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY; THENCE RUN NORTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 155.00 FEET, A CENTRAL. ANGLE OF 45049'41', AN ARC LENGTH OF 123.98 FEET, A CHORD LENGTH OF 120.70 FEET, AND A CHORD BEARING OF NORTH 22°54'51' EAST; THENCE RUN NORTH 02°17'32' NvEST, 1.72 FEET; THENCE, DEPARTING SAID CCfAlACN LINE: BETWEEN TRACT 1 AND TRACT 5, RUN NORTH 87°46'40- EAST, 287.03 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY; THENCE RUN EASTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 262.81 FEET, A CENTRAL ANGLE OF 11904'20% AN ARC LENGTH OF 50.79 FEET, A CHORD LENGTH OF 50.71 FEET, AND A CHORD FEARING OF SOUTH 86041'11' EAST TO A POINT OF CCMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY, SAID POINT LYING ON THE SOUTHERLY LINE OF TRACT I OF THE AFORESAID PROPOSED PLAT; THENCE RUN ALONG THE COMMON LINES BETWEEN SAID TRACT I AND TRACT 11 THE FOLLOWING COURSES: THENCE CONTINUE EASTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 1815.75 FEET, A CENTRAL ANGLE. OF 06026*00', AN ARC LENGTH OF 203.88 FEET, A CHORD LENGTH OF 203.77 FEET, AND A CHORD SEARING OF SOUTH 77056'01' EAST TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY; THENCE RUN EASTERLY ALONG SAID CURVE. HAVING A RADIUS LENGTH OF 221.00 FEET, A CENTRAL ANGLE OF 15034'41', AN ARC LENGTH OF 60.09 FEET, A CHORD LENGTH OF 59,90 FEET, AND A CHORD BEARING OF SOUTH 82°30-21" EAST TO THE POINT OF TANGENCY; THENCE RUN NORTH 89042'18' EAST, 161.03 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 33-00 FEET, A CENTRAL ANGLE OF 90900'00', AN ARC LENGTH OF 51.84 FEET, A CHORD LENGTH OF 46.67 FEET, AND A CHORD BEARING OF NORTH 44042'18' EAST TO A POINT LYING ON THE AFORESAID WESTERLY RIGHT-OF- WAY LINE OF TOWNE CENTER BOULEVARD; THENCE. DEPARTING SAID COMMON LINES BETWEEN TRACTS I AND 11, RUN SOUTH 00017'42' EAST, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, 120.46 FEET TO A POINT LYING ON A NON -TANGENT CURVE CONCAVE SOUTHERLY AND THE NORTHERLY LINE OF TRACT 6 OF SAID PROPOSED PLAT; THENCE RUN ALONG THE COMMON LINES BETWEEN SAID TRACT 1 AND TRACT 6 THE FOLLOWING COURSES: THENCE RUN WESTERLY ALONG SAID NON -TANGENT CURVE, HAVING A RADIUS LENGTH OF 30.00 FEET, A CENTRAL ANGLE OF 17957'32', AN ARC LENGTH OF 9.40 FEET, A CHORD LENGTH OF 9.36 FEET, AND A CHORD BEARING OF NORTH 61°18'56' WEST TO THE POINT OF TANGENCY; THENCE RUN SOUTH 89042'18' WEST, 184.78 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY: THENCE RUN WESTPAi Y Al ONn SAID CURVE, HAVING A RADIUS LENGTH OF 307.00 FEET, A CENTRAL ANGLE OF 22019'07', AN ARC LENGTH OF 119,59 FEET, A CHORD LENGTH OF 118.83 FEET, AND A CHORD BEARING OF NORTH 79 °08'08' WEST TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHERLY; THENCE RUN WESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 253.82 FEET, A CENTRAL ANGLE OF 09017'16', AN ARC LENGTH OF 41.14 FEET, A CHORD LENGTH OF 41.10 FEET, AND A CHORD BEARING OF NORTH 72937'12' WEST TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY; THENCE RUN WESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 1735.09 FEET, A CENTRAL ANGLE OF 03°53'11','AN ARC LENGTH OF 117.69 FEET, A CHORD LENGTH OF 117.66 FEET, AND A CHORD BEARING OF NORTH 79°12'2$- WEST TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY; THENCE RUN WESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 182.15 FEET, A CENTRAL ANGLE OF 110-04-20'. AN ARC LENGTH OF 35.20 FEET, A CHORD LENGTH OF 35.15 FEET, AND A CHORD SEARING OF NORTH 86041' 1 1' WEST TO THE POINT OF TANGENCY; THENCE RUN SOUTH 87046'40' WEST, 183.36 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY: THENCE RUN SOUTHWESTERLY ALONG SAID o/-40 4U-. .-, . AHC LENGTH OF 132.27 FEET. A C..'C;.. .jNGTH OF .19.71 FEET, ANO A CHORD BEARING OF SCUTH 43 53'20' ',BEST TO THE POINT OF TANGENCY; THENCE RUN SOUTH 00°00'GO' E..".ST, 75.74 FEET TO A PC:N'T LYING ON THE NCRTI!ERLY LINE OF TRACT 2 OF SAID PROPOSED FLAT: THENCE. DEPARTING SAID COMMON LINES OF TRACTS 1 AND S. CONTiNUE SOUTH 00°00'00' EAST, 88.06 FEET; THENCE RUN SOUTH 89°53'06' VEST, 315.18 FEET; THENCE RUN SOUTH 18°00'00- EAST, 79.30 FEET: THENCE RUN SOUTH 52000*00' WEST, 29.26 FEET; THENCE RUN NORTH 88°00'00' WEST. 29.27 FEET: THENCE RUN SOUTH 18°00'00' EAST. 387.70 FEET; THENCE RUN SOUTH 27000'00' WEST, 31.68 FEET; THENCE RUN SOUTH 63900'00' EAST, 360.78 FEET; THENCE RUN SOUTH 27°00'00' WEST, $5.00 FEET: THENCE RUN SOUTH 63°00'00' EAST, 78.48 FEET: THENCE RUN NORTH 78006'50' EAST, 81,14 FEET; THENCE RUN NORTH 87°00'00' EAST, 333.40 FEET; THENCE RUN NORTH 00017'42' WEST. 298.78 FEET: THENCE RUN NORTH 89'42'18' EAST, 38.00 FEET; THENCE RUN NORTH 00°17'42' WEST, 62.75 FEET TO A POINT OF CUSP OF A CURVE CONCAVE NORTHEASTERLY, SAID POINT LYING ON THE SOUTHERLY LINE OF THE AFORESAID TRACT 6 OF SAID PROPOSED PLAT THENCE, DEPARTING SAID COMMON LINES OF TRACT 1 AND TRACT 2, RUN ALONG THE COMMON LINES OF SAID TRACT 1 AND TRACT 6 THE FOLLOWING COURSES: THENCE RUN SOUTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 23.00 FEET, A CENTRAL ANGLE OF 90°00'00% AN ARC LENGTH OF 36.13 FEET. A CHORD LENGTH OF 32.S3 FEET, AND A CHORD BEARING OF SOUTH 45017'42' EAST TO THE POINT OF TANGENCY; THENCE RUN NORTH 89642'18' EAST, 108.06 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY; THENCE RUN, NORTHEASTERLY ALONG SAID CURVE. HAVING A RAOIUS LENGTH OF 40.00 FEET, A CENTRAL ANGLE OF 77°09'42', AN ARC LENGTH OF 53.87 FEET, A CHORD LENGTH OF 49.83 FEET. AND A CHORD BEARING OF NORTH 51 °07'28' EAST TO A POINT LYING ON THE AFORESAID WESTERLY RIGHT-OF-WAY LINE OF TOWNE CENTER BOULEVARD; THENCE. DEPARTING SAID COMMON LINES OF TRACT 1 AND TRACT 6, RUN SOUTH 00017'42' EAST, ALONG SAID WESTERLY RIGHT-OF- WAY' LINE, 117.07 FEET TO A POINT LYING ON A NON -TANGENT CURVE CONCAVE SOUTHERLY AND THE NORTHERLY LINE OF TRACT 7 OF SAID PROPOSED PLAT; THENCE P,UN ALONG THE COMMON LINES OF SAID TRACT1ANDTRACT7THEFOLLOWINGCOURSES: THENCE RUN WESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 30.00 FEET, A CENTRAL ANGLEOF170,57'32", AN ARC LENGTH OF 9.40 FEET, A CHORD LENGTH OF 9.36 FEET, AND A CHORD BEARING OF NORTH 81 °18'56' WEST TO THE POINT Or - TANGENCY, THENCE RUN SOUTH 89942'18• WEST, 130.81 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY: THENCE RUN SOUTHWESTERLY ALONG SAID CURVE, HAVING A RA01US LENGTH OF 30.00 FEET, A CENTRAL ANGLE OF 90000'00', AN ARC LENGTH OF 47.12 FEET, A CHORD LENGTH OF 42.43 FEET, AND A CHORD BEARING OF SOUTH 441142'18' WEST TO THE POINT OF TANGENCY; THENCE RUN SOUTH 00•17'42• EAST, 737.86 FEET TO A POINT LYING ON A NON -TANGENT CURVE CONCAVE NORTHWESTERLY AND THE AFORESAID WESTERLY RIGHT-OF-WAY LINE OF TOWNE CENTER BOULEVARD: THENCE, DEPARTING SAID COMMON LINES OF TRACT 1 AND TRACT 7, RUN ALONG SAID WESTERLY RIGHT-OF-WAY LINE THEFOLLOWINGCOURSES: THENCE RUN SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 650.00'FEET, A CENTRAL ANGLE OF 1205.7'56% AN ARC LENGTH OF 147,09 FEET, A CHORD LENGTH OF 146.78 FEET, AND A CHORD BEARING OF SOUTH 47023'07' WEST TO A POINT OF TANGENCY; THENCE RUN SOUTH 53052'05- WEST, 529.91 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 1400.00 FEET, A CENTRAL ANGLE OF 191121'48', AN ARC LENGTH OF 473.13 FEET, A CHORD LENGTH OF 470.89 FEET, AND A CHORD BEARING OF SOUTH 44011'11' WEST TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY: THENCE RUN SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 20$0.00 FEET, A CENTRAL ANGLE OF 12047'08 AN ARC LENGTH OF 457.46 FEET, A CHORD LENGTH OF 456.51 FEET, AND A CHORD SEARING OF SOUTH 28006'43' WEST TO THE POINT 0 TANGENCY; THENCE RUN SOUTH 32920'04' WEST, 24.65 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL OF LAND LIES IN THE CITY OF SANFORD. SEMINOLE COUNTY. FLORIDA AND CONTAINS 49.803 ACRES, MORE OR LESS. EXHIBIT "C" PaRe 3 z'` CITY OF SAIaTFORiD BUILDING DEPARTMENT SEMINOLE TOWNE CENTER OFFICE June 19, 1995 Stotser & Associates 501 First Ave. Columbus, GA. 31901 RE: United Artists Theatres Seminole Towne Circle Sanford, Fl. On June 19, 1995 I performed a plans review of the above project. The following items were found. 1) Threshold inspections to include soil test for compaction & Concrete slump & strength tests. 2) Division of Restaurant approval required. The above plans are REJECTED. Your Servant-, Charles D. Grover, C.C.A. Chief Code Analyst F_-Xlfi:IT- SDC-01.44 December 22, 1994 LEGAL DESCRIPTION PARCELS -A" AND.-8- 4. A TRACT OF LAND LYING IN SECTIOV 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST, BEING APORTIONOFTRACTS10AND15, i&'INOLE TOWNE CENTER REPLAT, ACCORDING TO THE: PLAT THEREOF AS RECORDED IN Pki,T BOOK 47, PAGES 8 THROUGH 10 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: P. 31 COMMENCE AT THE NORTHWT CORNER OF SAID TRACT 15 FOR A POINT OF REFERENCE; THENCE RUN NO M 89°47'35' EAST, ALONG THE NORTH LINE OF SAID TRACT 15, A DISTANCE 'OF 251.95 FEET TO THE POINT OF BEGINNING, SAID POINT BEING THE SOUTHWEST CORNER OF SAID TRACT 10, AND LYING ON A NON -TANGENT CURVE CONCAVE WESTERLY; THENCE RUN NORTHERLY, ALONG THE WEST LINE OF SAID TRACT 10 AND SAID CURVE, HAVING A. RADIUS LENGTH OF 2918.79 FEET, A CENTRAL ANGLE OF 02031'34', AN ARC LENGTH OF 128.69 FEET, A CHORD LENGTH OF ,128.67 FEET, AND A CHORD BEARING OF NORTH 19020'56" EAST TO THE POINT OF TANGENCY; THENCE RUN NORTH 18005'09° EAST, ALONG SAID WEST LINE OF' TRACT 10, A DISTANCE OF 49.09 FEET; TINCE, DEPARTING SAID WEST LINE, RUN SOUTH 71 °54'21' EAST, 340.88 FEET; THENCE RUN NORTH 75021'32' EAST, 40.50 FEET TO A POINT ON THE EASY LINE OF SAID TRACT 10, SAID POINT LIES ON A RADIAL CURVE CONCAVE NORTHEASTERLY; THE RUN SOUTHEASTERLY, ALONG SAID EAST LINE AND' SAID CURVE, HAVING A RADIUS LENGTH OF 143.75 FEET, A CENTRAL AIa@LE OF 33031'11', AN ARC LENGTH ON 84.10 FEET, A CHORD LENGTH OF 82.90 FEET, AND A CHORD BEARING OF SOUTH 31 °24'04' EAST TO THE SOt THEAST CORNER OF SAID TRACT 10; THENCE CONTINUE SOUTHEASTERLY, A ONG SAID CURVE AND ALONG THE SOUTHERLY LINE OF AN ACCESS ROAD EASEMENT AS SHOWN ON SAID PLAT, HAVING A RADIUS LENGTH OF 143.75 FEET, A CENTRAL ANGLE OF 33007'02', AN ARC LENGTH OF 83.09 FEET, A CHORD LENGTH OF 81.94 FEET, AND A CHORD BEARING OF SOUTH 64°43'14EAST; THENCE RUN SOUTH 00°00'007..•WEST, NON - RADIAL TO SAID CURVE, 286.04 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY; THENCE RUN SOUTHERLY, ALONG SAID CURVE HAVING A RADIUS LENGTH OFT218.50 FEET, A CENTRAL ANGLE OF 27910'22'. AN ARC LENGTH OF 103.62 F&, A CHORD LENGTH OF 102.66 FEET, AND A CHORD BEARING OF SOUTH 13035'11" WEST TO THE POINT OF TANGENCY; THENCE RUN SOUTH 27010'22' WFST, 339.89 FEET TO A POINT ON THE PROPOSED NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF STATE ROAD 417, ACCORDING TO THE PRELIMINARY RIGHT-OF-WAY MAP PREPARED BY GRONER, INC., DATED NOVEMBER, 1993, SHEETS 1 THROUGH 12, SAID" POINT LIES ON ANON -TANGENT C IVE CONCAVE NORTHEASTERLY; THENCE RUN ALONG SAID PROPOSED NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE THE FOLLOWING COURSES: THENCE RUN NORTHWESTERLY, ALONG SAID 'CURVE, HAVING A RADIUS LENGTH OF 622.20 FEET, A CENTRAL ANGLE OF 46047'59', AN ARC LENGTH OF 508.22 F>?T A CHORD LENGTH OF 494.21 FEET, AND A CHORD BEARING OF NORTH 41,, 20'07* WEST; THENCE RUN NORTH 17*56*04: WEST, 159.81 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE EASTERLY; THENCE RUN NOR'i ERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 250.00 FEET, A TRAL ANGLE OF 38055'17'. AN ARC -LENGTH OF 169.83 FEET, A CHORD L. GTH OF 166.58 FEET, AND A CHORD BEARING OF NORTH 01 °31'36- EAST; TANCE RUN NORTH 20059'11' EAST, 15.31 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE WESTERLY; THENCE RUN NORTHERLY, ALONG SAID CU*E HAVING A RADIUS LENGTH OF 2918A FEET, v A CENTRAL ANGLE OF 00022'08", AN ARC LENGTH OF 18.79 FEET, A CHORD LENGTH OF 18.79 FEET, AND A CHORD BEARING OF NORTH 20°47'46- EAST TO THE POINT OF, ttEG!NNINr: 0. - THE ABOVE DESCRIBED TRACT OF LAND LIES IN THE CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA AND CONTAINS 8.00 ACRES, MORE OR LESS. 4 mot:• . F:'. To the City of Sanford, Florida: Re: UNITED ARTISTS THEATRE Sanford, FL I, Sam K. Alley, Certified General Contractor for Vratsinas Construction Company, hereby authorize Stephen Ondrick or Jay Ohanesian , who are employed with Vratsinas Construction Company in the capacity of _Superintendent or Project Administrator to sign for and receive building permits. I will take responsibility to notify the City of Sanford, Florida when this authorization is rescinded, or the above -named individual is no longer employed by Vratsinas Construction Company. State of Florida License Number: CGC044499 Certified General Contractor Signature: Date: 1 Qj J aui ,_ rAucy, lwiucl> %_1 v Employee's Signatu Date:/107s— NOTARY PUBLIC: State of County of I, Sam K. Alley, being duly sworn, make oath that the above information is true in substance and in fact. Sam K. Alley Sworn to and subscrib e this day—ofa/' PSTE1 Z T NOTARY Z Notary Public e,.. G/ PU®'c Q M Commission Ex Tres: I: Worms\authsafl Q (rY b y p GENERAL CONTRACTORS • CONSTRUCTION MANAGERS • ENGINEERS 216 Louisiana • P.O. Box 2558 • Little Rock, AR 72203 501) 376-0017 • Fax (501) 376-4145